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HomeMy WebLinkAbout1293 MAIN STREET (COTUIT) - Health JIL293 Main Street Cotuit A= 018-074 i I TOWN OF BARNSTABLE LOCATION i-\q3 t1ai N ,�i7 SEWAGE# --A-0 'VILLAGE ���s� ASSESSOR'S MAP&PARCEL V ` 07 INSTALLER'S NAME&PHONE NO. t• �dgs'- 7�l -��y�1 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS 'k" sub- OWNER PERMIT DATE: d,=N--•i �7-t'T' COMPLIANCE DATE:. Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 13} - jy' «e :3 1 ' 1. No. Fee r f- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for 3DispoBal *pstrm Construction permit Application for a Permit to Construct(Repair(') Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. {Zg3LI �` ;0ger.'s Name,Address,and Tel.No. _Lpr Ai(a-,sq r o Assessor's Map/Parcel /S!r!y is z� Cam/, Art Installer's Name Address,and Tel.No. OfS—L Designer's Name Address,and Tel.No. j� a�r�gla yr frc,r ic.N riax _ 16L- vn do"Yo Type of Building: Dwelling No.of Bedrooms Lot Size ° 51 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 i5_1 Ji l�S_ O i� Number of sheets Revision Date Title 4d J Size of Septic Tank Type of S.A.S. i 51 L-7 Sc� 2.�s3 .CSJ Description of Soil Nature of Repairs or Alterations(Answer when applicable) 9ff� �.2JXYS�Pi � Date last inspected: Agreement: The undersigned agrees to ensure the construction m ' tenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the En ' onmental ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board ealth. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. (,) x r :4 ,V Date Issued No. % Fee �- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yt/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitation for Bisposal *pstrm Construction Permit Application for a Permit to Construct(�Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. , 9 o:,l'Ll,fiat„5k. r<j`�t L{,• Owner's Name,Address,and Tel.No. Assessor's Map/Parcel /$ .7 S/ GOR/��tore It,64,t"CAro Installer's Name,Address,and Tel.No. _`08-t�l ads_ ' p Designer's Name,-Address,and Tel.No. _�-9<� Type of Building:v � f Dwelling No.ofBedroomss Lot Size yG J sq.ft. Garbage Grinder.( ) i` Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ;5r> gpd Design flow provided gpd Plan Date C �151� Number of sheets Revision Date Title `) 1 tt Size of Septic Tank eX S ; J © Type of S.A.S. y,I'- 1L/1 Description of Soil n , c Nature of Repairs or Alterations(Answer when applicable) - 4 Date last inspected: " Agreement: The undersigned agrees to ensure the construction and mairitenance 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 systemdn,operation until a Certificate of f /� .,tea �i,� > ✓:. �v�• Compliance has been issued by this Board of Health. Signed -� Date AZ 41IR Application Approved by �� > `2 S Date Application Disapproved by Date for the following reasons - zt G �/ Permit No. -) Ate Issued R __________________________________________ ------------------__________________________________________________________________ THE COMMONWEALTH OF MASSACHUSETTS � �� BARNSTABLE,MASSACHUSETTS��''" �.. k Certif itaft of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) /t Abandoned( )by A ,,,rp 1! at /J9 i/i,� �X, Orku-P- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Noj 01 �-31kdated n f Installer P� Wl �,�, 1' ( /n a M� n � Designer / L)l 1 e �t��B�nI..." 1 rs� #bedrooms S Approved design flow ,S , gpd The issuance of this t shall not be construed as a guarantee that the system will function igned. Date / Inspector ------------------------------------------------------------------------------- ---------- --------------- - ------------------- No. Fee " THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem 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 mu t be coinpleted within three years of the date of this permit. Date f� Approved by TOWN OF BARNSTABLE LOCATION ,i29�7 ��•/ �� SEWAGE#020/0— �O' 17L 10 VILLAGE ASSESSOR'S MAP&PARCEL /8' 7f/ INSTALLER'S NAME&PHONE NO. jpsy>ii/l7�l ' +-2 r' SEPTIC TANK CAPACITY /1?J!/ C LEACHING FACILITY.(type) J&i4Z (size) V1-r X� NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: .)- d/6 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY�Oc.iJ ��� CJ� �•.,—,,,r " 23 r• s. i k No.��C � 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Disposal *pstrm Constru>rtiun permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ��t�� f n ��._ Owner's Name,Address,and Tel.No.!-fir•+hU(' Mass ,r'O Assessor's Map/Parcel J.$' I�93 l�lai.'�S� eoi-t,e�-j Installer's Name,Address,and Tel.No. 50S S/5 T-Is h ner's Name,Address,and Tel.No. mor#�loPl i 0_0M+fVC+Jor�,—ZnG- �G�ecp�E ;�+ 'ia• ,T—kic- Type of Building: Dwelling No.of Bedrooms Lot Size yeo S/4 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 57 SD gpd Design flow provided 3 S V, gpd Plan Date Sgplc Q%o161b Number of sheets Revision Date Title Al r Size of Septic Tank I:'SO — Type of S.A.S. tj Description of Soil p a. Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environm Code an of to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea Sig Date Q ` Ge! Application Approved by Date zV I/B J_ /T C) Application Disapproved Date for the following reasons Permit No. zD to" Date Issued /O AS/10 00 010 No. `tl� �j t Fee r.. THE COMMONWEALTH OF��9VIASSACHUSETTS Entered in comp teu Yes PUBLIC HEALTH DIVISION - TOWN-OF BARNSTABLE, MASSACHUSETTS ' Application for Disposal;6pstem Construction-3permit Application for a Permit to Construct( ) Repair( ) Upgrade(,) Abandon( ) [:]Complete System ❑Individual Components Location Address or Lot No. /�C�� �,L.� S/E .` � � Owner's Name,Address,and Tel.No.Ar,�ht)r !r s�r0 Assessor's Map/Parcel �.7St' C'Oit,i�; MA CU.A4315- Installer's Name,Address,and Tel.No. 504s � o�i +on �►K.- U'�����'� Designer's Name,Address,and Tel.No. 5L'$-,�a.._ CUr�s+fVc�' , ttun Cra..1 Ginner', ,T—nC . 4S: 1) _ 1 r 12 . wwel 11 i' 1s M A- 231V66wl ,ert d G Type of Building: � t ' Dwelling No.of Bedrooms Lot Size 'V6 S/V sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �'j r� gpd Design flow provided g S �i �' gpd Plan Date 5,o p4e M6,, :3t,�oje.) Number of sheets 1 Revision Date Title Size of Septic Tank 3 OQ�„ ( �F{-1 tI Type of S.A.S. Description of Soil_ _SSA i • i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in z accordance with the provisions of Title 5 of the Environmental Code to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea tk / e Sign t!Date lJ / !d Application Approved by Date fTe Application Disapproved Date F for the following reasons Permit No. ��" y(� Date Issued /0 111,6 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS C ertificatr of CCompliancr THIS IS TO CERTIFY,that the/On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(/) Abandoned( )by 0y'r L1141 1' i 60!5402CLO O s �P at /;2?3 4% in �'�. C'v t�, - has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No Z01 D- yl9 dated Installer -' Designer�r to C� ��G�'i tQ(�••inYl, t-.C g �6Lt I(1 �.Q� a �;n3 Y1 oF,�'�•vtn , -t,h�. #bedrooms y' Approved design flo gpd The issuance of t is pe it shall not be construed as a guarantee that the system w' 1 fu t- as deX Date ( � 0 Q Inspector ��✓ D 0 ---- ----- - --- --Fee- ----------------- No. Z al D^ L/I�1 ¢� Oo THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Disposal 6petrm Construction ]PIPrmit Permission is hereby granted to Construct( ) Repair( ) Upgrade Abandon( ) System located at 1 � (z!/ y1 t !2 ,Lt J,t /�/�j r i 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 -0 ®//y Approved by _ i FROM :down cape engineering inc FAX'NO. :15083629880 Dec. 21 2010 11:49RM P1 r l•t �. ti. 1 p � �'lil63LGB�.'i:lr•. E b�4��t.6"� agtlTr�;cte7°' ZOO mnin LAt-atet. liv"Imis,,MA,074"4111. Ul"I'leu: 50$-86 4C-,44 a''-x.: .)0"-•'i90-6304 lusa :iRren- fll'0,s foil.Cr C >rrtnfaat>hiaan Ym�� l / r )LD�u4,e: Assessor's l��1apVl-xmc0. ,r �3g � L�(�IQ�.A'�F�4: —I ..A�,.... �4.d1C9]Ce��o Z. 6wr-1.0 WA. IlIr /O ���D/_7/�,�OriS�ivCfit�wa.,issued�permitto ic:staEl a daV- — - installCT septic sy:;t-mi :iL !J l: based 1 a.d-esi.911. d:i. by (address) 6L,V),�] d ated I ccrtifv that the septic �ysl.enl TE:('ei:eiiced'al)cjve was insi:allel sUbsLmil.ally aeourcllug to t11e desipl, w111011 may includ.ca minor nppro-ecd changes such.as -ateral r-el-ouch(,,, of L1iC, dis[Tibutioa box tail& r, septc tank: I. certify tlrat (lie, sepui,, systcaxi iihovu was ulslall(,d with Ilanjo:t- ritongeF (i.e. greater than 10, lai ral Xcatioriof thu SAS uT. uny vor.lic:al rt:10CATioll of atiy'Col-LIPO teat I the sc r- rystetm) but in accordance wifh 'i't�nte & T,QCfll Regulations. flan nevi""10n or cei1'_.° ,( hU IL by dcsi ncr to fbllow. • ��5��41 f)t hPgS,g40 `i i)l n$LLLI .I (Afbx l_,c sigiie' S 'Stani.p llere') B.AIR.-riR)TA1LF, PTMT,VC: TT1F .f;u.`IL�( EDE.�(;;9QDN. t;lEYt&tTIC/o'[G. .CDI,' I(-'i D1p.aa_-sJANCT; Wi_LL 60T fofi, % sdT.si E'D TTi,i'.ti, Bty'AH TT39f; FR'DYaM AND AS,'-3TJLT t✓t RUI _A-PI: iie <:Csrii ;TD THY .l�A:kzA1` �r��]E� TIC ,T .TTIr,Al,flff,TaM,3)fON, THANK Y(111-1, C):IIealtU/;iept�lilr.:i.�rcr,(;rr�fica[iotcPiccu►3-3h-04:ciiiC • • i Commonwealth of Massachusetts Title 5 Official Inspection Form i Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is COTUIT required for MA 7/15/10 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:When filling out A, General Information forms on computer,,use 1. Inspector. only the tab key to move your DOUGLAS A BROWN cursor-do not use the return Name of Inspector key. DOUGLAS A BROWN INC Company Name P.O. BOX 145 Company Address CENTERVILLE MA 02632 City/Town State Zip Code 508-420.4534 S14297 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 ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority e 7/19/10 Insp ignature Date 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 DEP. 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. t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 (l V V Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is COTUIT required for MA 7/15/10 every page. City/Town 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: ® I have not found any information which indicates that any 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: SYSTEM APPEARS TO BE FAIRLY OLD BUT STILL MEETS MINIMUM PASSING REQUIREMENTS AT THIS TIME. I CAN-NOT PREDICT FUTURE PERFORMANCE UNDER CURRENT OR DIFFERENT USE 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): t5ins•09ft18 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments r' 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is COTUIT required for MA 7/15/10 every page. City/Town State Zip Code Date of Inspection B. Certification (cunt.) 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 pipe(s)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 t5ins•09M Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Jy. 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is COTUIT required for MA 7/15/10 every page. City/Town State Zip Code Date of Inspection B. Certification (cunt.) 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: ❑ 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 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 due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due town 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'/z day flow t5ins•09M Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments r 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is COTUIT required for MA 7/15/10 every page. CltyfTown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the 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 I I 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 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. tsins•ogioa Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is required for COTUIT MA every page. City/Town Date/10 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? ❑ ® 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: Number of bedrooms(design): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 440 t5ins•09M Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is required for COTUIT MA 7/15/10 every page. City/Town State Zip Code Date of Inspection D. System Information Description: WHILE LOCATING THE SEPTIC SYSTEM I FOUND WHAT APPEARS TO BE A 1000 GALLON SEPTIC TAND AND A 6 FT DEEP LEACH PIT. NO RECORDS WERE ON FILE AT THE BOARD OF HEALTH Number of current residents: 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 ears usage d 08-209/09-317 9 ( Y 9 (gP ))� Detail: HOUSE APPEARS TO BE SEASONAL Sump pump? ❑ Yes ❑ No Last date of occupancy: 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 ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•09/08 Title 5 Official Ins pection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y 1293 MAIN ST Properly Address HOLWAY Owner Owner's Name information is COTUIT required for MA 7/15/10 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: 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): TANK AND PIT NO D-BOX FOUND t5ins•09= Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form m Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is required for COTUIT MA 7/15/10 every page. City/Town 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): Depth below grade: feet Material of construction: ❑cast iron ❑40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 1 feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene El other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: APPEARS TO BE 1000 GALLON Sludge depth: TRACE t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is COTUIT required for MA 7/15/10 every page. City/Town 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 Scum thickness 0.. Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): TANK LOOKS CLEAN AT THIS TIME, APPEARS TO BE OLDER BECAUSE IT HAS ONLY THE SMALL RECTANGULAR COVERS Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene El 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 t5ins•09M Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments r•° 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is required for COTUIT MA 7/15/10 every page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) 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 El 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 t5ins-09/D8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 I_ f Commonwealth of Massachusetts Title 5 O 'Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments w ' 1293 MAIN ST Properly Address HOLWAY Owner Owner's Name information is required for COTUIT MA 7/15/10 every page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert NONE FOUND 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.): 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: t5ins-091U8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is required for COTUIT MA 7/15/10 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1 ❑ 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.): PIT LOOKS TYPICAL OF ITS AGE WITH SOME CONCRETE SCALING, IT WAS DRY AT TIME OF INSPECTION WITH STAIN LINE ABOUT 1/2 WAY INDICATING NO SIGNS OF FAILURE 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 t5ins•0901 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection p on Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y< 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is required for COTUIT MA every page. City/Town State Zip Code Date of Date of 0 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.): t5ins•09M Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Offici al al Insp ection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 'Y 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is COTUIT required for MA 7/15/10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 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 2-L,©.s 3F-2 3� t5ins•09i08 Title 5 Official Ins pectin Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1293 MAIN ST Property Address HOLWAY Owner Owner's Name information is COTUIT required for MA 7/15/10 every page. City/Town State 2ip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: MORE THAN 4 FT BELOW BOTTOM OF PIT 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 ground water elevation: HAND AUGERED TO 4 FT BELOW BOTTOM OF PIT NO G.W ENCOUNTERED Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•osroa Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1293 MAIN ST Properly Address HOLWAY Owner Owner's Name information is COTUIT required for MA 7/15/10 every page. Cityfrown 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 t5ins•09A8 Title 5 Official Insp ection Form:Subsurface Sewage Disposal System•Page 17 of 17 Town of Barus,,table P# 1DepartlRont of Regulatory Services > �rA>3 Public Health Division Date � M 200 Main Street,Hyannis MA 02601 �6y9 ti� �PFL A5A'l A Date Scheduled_ 2d , Time Fee Pd. " o ,soil Suitability Assessment f or Sewage Disposal p�y� O Perfonned By: (OLC24 Witnessed By.; v �l. LOCATION & GICN RAIL I[IVJE'NRNIATICON `, Location Address I fG 9 / tin t r�}.�q� -� Owner's Name /M^ ^a�l 1 I t 1(JINY l (� W' lM� Address Y "�'✓ n ,, Assessor's Map/Parcel: 'lt� Engineer's Namc I (? V_ NEW CONSTRUCTION REPAIR Telephone It Land Useiv`�t __ Slopes(%) ! -U' _ SurCaceStones Distances from: Open Water Body ft Possible Wet Area /Z67 ft Drinking Water Well Al/lt ft 1 Drainage Way N/eft Property Line ft Other .SK E' CH, (Street name,dimensions of lot,exact locations oflInL holes&perc tests,locale wellands'!n proximty to holes) -- &L/AD a IV Vk)6 EAUG 2..6 RECD �l By Parent material(geologic)_ffiAlWakl Depth to BvIrock, a<7 Depth to Groundwater:' Standing Water in Hole: Weeping Prom Pit P1tae Estimated Seasonal High Groundwater �I/ = ar X-niI ][➢]E'J<')ERPVHNATION FOR SEASONAL >FJU[GH wA'I<'ER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to 5Q11 ItItJI[Lgf: _ .•�,TM In, Depih-to wcepistg-frotr,-sides of obs.;;o1c: i!L rJYuullrJ walpY.Atl�us!mer.t; ... -_It. __ Index Well 8 Reading Date: index Well level Ad�l,hactor � Adl,OrMutldwuter Level Observation [� Hole# Time. %�✓at 9" 49 Depth of Perc Timr at G" Start Pre-soak Time @ lb I _ Time(9°-V) t4o 1 ' End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed_ Sit.G.Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole,Data To Be Completed on Back----------- ***It percolation test is to be conducted Within 100' of Wetland,you niust first uotify tile. Barnstable Conservation Division at least olle (1) Wech prior to begiull -11g. Q:\S BPTIC\PGRCmRM.DOC REEI ROBSERVATION HOLE LOG Depth from Soil Horizon ` Hole# Soil Textur Surface(in.) e Soil Color Soil ).� Other (USDA (Munsell) Mottling (Structure,Stones;Boulders, 6- 2 Con istenc ,%'Oravel) 19 G i3 L5 c� 115 r G�t G —�v—N�' DEEP ®-pSERVATION II®L +;LOG Depth from Soil horizon � 1I0.1e# (USDA) Z Surface(in.) Soil Texture Soil•Color Soil Other (Munsell) Mottling (Structure,Stones,Boulders, Consi enc�ravel yes/ riZt�� z,5 y�� �UsT— DEEP OBSERVA7CI®i�1 I�f®LE L®G Depth from Soil Horizon I-I0le# Surface(in.) Soil Texhire Sail Color. Soil (USDA) (Munsell) MottlingOther (Structure,Stones,Boulders. !> -7 6� �5 Consisten^�veli �S AYt - G tiG cu� . 'Sy � ���—• DEEP ICP DOBSERVATION .. M OBSERVATIGNHOLE L®G Hole# Depth from Soil Horizon Soil Texture Sorrace(in.) Soil Color Soli Other (USDA) ., (Munsell) Mottlln g (Structure,Stones;Boulders, ? Q— 3 O/w L Je lUYn� Consistency,�hOray� etT 1_�^ 1 Ls /a V blood Insurance Rate Matr• x Above 500 year flood boundary No Yes Within 500 year boundary No_ yes,� _ Within 100 year flood boundary No-_ Yes DePt➢>I��lly Oce><¢rrine Peayious IVlaterial Does at least four fee t 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 pervious material?. Cetrte— facation q I certify that on � I . (date)I have passed the soil evaluator examination approved by the Department of Environmental.Protection and that the above analy--k was performed by me consistent with lhe required training, expertise and experience described in�10 CMR 15.017. P Signature 0 . � t&-JFJ Dak6 9 za/a.. . Q:\S,EI'T1C\PERCEORM.DOC b Z N � Q / I V 24 COLLAR TES®16'O.C. O Q Z R Q h13 RIDGE BWRD PROVIDE AROUND NEw POUFIDATIW wALL FCWMEIER: - I[)LL d 5/B'GALVD AFI CHOR BOLTS Q Mq%. 'O.C.a 6'12'FROM 18•-D• ?� N6V 2m P'O RAf rE ®I 6'O.C. 2 BOL �i�P-5Me 3�a3 i I/•PIgTC WASHERS ��p m I/2 GU%rtnvD.9HCATHINGa �b p Q Q OU' A5Fn TROOF 9.1NGtE5 4$' 8-8' 4'-t3' <O IUDs NEW 2.t 0 muNG.105T5®IG'O.C. P 1 7 z O w/PIBCRGu1991N9UlATION 6 ---- -- Q -_ --- 6 \- D N untuq SECOND fLOOR -- __ N X Ili-AwM.clfrTERs DIN .PA9CW Bp.a ROOF O.n. I_ `l I 1 W p m DCTAIL TO MATCH LKISnNG -,WINDON HEADER nT. . I PROVIDCCWTIN.SOFFIT VB+Tj Q7 P new +u Q I ®s OI *� GUEST BEDROOM ° ? b' h m b P N4•Ta PLrWD.9UBPLOORON ? iV ;., O .Q new 21 O FLOOR JOISTS®I G'O.C. - s rtUSn FRAME TO NEW 2 �' I o ; FULL BASEMENT m uP < W 10A]oAW av345TEEEBEAM-MyonN IUnfinishBd I y rcw FIRST PLOOR-almy d unt S K.3J LL LYPICAL AT ALL POSTS: 2.4 IYTER.5TUD WAu9 ON I ST fLR _ II 0 s 4'THICK POURED CONCRETE 51AB FLOOR 26IXTIIt SNO WALLS W/ new WINDOW HEADER M. Q - ON 3 MIL RAY VAPOR BARRIER OVER B'DIA. 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NNNDpA•nEM[R HT. m ��T-1 - - 12 _ pl I Ip pL L�p To—TCH I T ROOFS.G1E5 � � m B TRIM TO MATH-,.0 pT Tp TO MA E%ISn,N xEW'MARNN AWTNNG T WINDOW pl I IN au New rwM DEra�s��— To B' B D ALL uev rwM Dera�s To }-L J� NEW SITNNG BAY MATCH ORIGINAL mi5nNG TRIM MATH OPJGIIIAL EKI5TING TRIM SITEV ff - SITE VBNPY «ebq SECOND FLOOR TRIM TO OTCH PXISFRENCn DOOR :«Drag SECOND HOOK riaq SECOND FLOOR m _ W WINDON HEADER HT, «et.a rcw WINDOW HEADER M. W e[.a rcw WINDOW nEApEK HT. /1 Z t6 m +u = aT NEW WOOD DECK: TRIM TO Ntnl TC STIN.� ,I } W Z 4x4 P.T.POSTS CASED IN a5 WI CAPS, lD m p DALUSTER9 w TOP a BOTTOM RWL9 O . Ix4 DECKING-2x IO P.T. �$ m E B ;. F cea.lolsrs®16•o.c. q' B B w1,1oPINEDECRSKIRT _ _ Z g 1 W F w I - g by - !- rcw PIRsr PLooR-xlaq r a.el. C «eLmq nRsr noon I rcw nRST rl.00rt-,bq.4 ue<. new sitl'v1 I I C ox1 sex NDm N RlGerr - V cd Z rcw WINDOW HpR HT. rcw WINDOW'HPADER nT. ED El m a O + m 0 H z H 7 L N W � rsrhnq BASEMWi HOOK «e4rq BAS[M[NT BOOR �4 � rcw BASEMEIr�FLOOR rcw BASEM[Ni BOOR U WHITE CEDAR SHINGLP9 NEW P.T.6x6 POSTS ON T I I I I 0 J I I QP09URE TO MATCH E%IST.-TrP. wN5.OIA,CONCRETE WHIR CEDAR SHINGLES [C _F- 9pNOTUBE9ON IB'DIA'BIG POOP I E%POSURP TO MATCH PXIST.�ttP. I I d �- L-------------- I I II ----------------- - -------------------- 1------------------------- '------- _. -------------------- DATE: 10/13/2010 existing house I new addition 25' new addition - 18' _ - SCALE: AS NOTED RIGHT SIDE ELEVATION REAR SIDE ELEVATION DRAWING#: A3 - 3 V] Q Q Q MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH BUILT-UP CORNER STUDS— SSTB16 5/8 12 " 50" 2x4 WALL 2x6 WALL Q (PER DETAIL. SSTB20 5/8 16 58") 6"O.C. 4"O.C. 6x6 DOUG FIR POST 6"O.C. 4"O.C. Qwf SSTB24 5/8 20 66" T l W SSTB28 7/8 24 74" v SSTB34 7/8 28 82" ++ ++ + + + + SB1x30 1 24" 96" ++ + + + + C) W + SSP HDU HOLDON *NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN AND HOLD DOWN + (@ 16"O.C.) o LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL + HOLD DOWN + �i (PER PLAN) PER SIMPSON MANUFACTURER'S SPECIFICATIONS. ++ ++ (PER PLAN) + + + + T _ PLAN VIEW ELEVATION VIEW PLAN VIEW ELEVATION VIEW NO. REVISIONASSUE DATE #4 REBAR• SSTB HOLDOWN ANCHOR NOTES: NOTES: 3"TO 5" #4 REBAR-d p (PLACE SSTB ARROW SFLL -o - x ON TOP OF ANCHOR I.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS ANCHOR BOLT d. F- DIAGONAL IN CORNER ANCHOR BOLT 0 APPLICATION) OF 16d(0.162"x 3.5")NAILS AT 6"0-C.FOR 2ND STORY SHEARWALLS. OF 16d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS. (PER GSN) a 4PROJECT ADDRESS: a a 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS SSTB HOLDOWN ANC14OR EDGE DISTANCE OF 16d(0.162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR IST STORY OF 16d(0.162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR 1 ST STORY 1293 MAIN ST. '} 1.75"FOR 2X4 WALL SHEARWALLS. SHEARWALLS. COTU IT,MA MIN REBAR 2.75"FOR 2X6 WALL 2A HOLD DOWN @ PLAN VIEW 5,MIN I BUILT-UP CORNER @ Em EXTERIOR BUILDING CORNER wF END OF SHEARWALL 4EAE ROOF SHEATHING EDGE NAlL1NG LSTA STRAP @ 16"O.C. � ROOF RAFTER (PER GSN) 2X BLOCKING BETWEEN PER.PLAN RAFTERS(NO TCHFOR ROOF SHEATHING VENTILATION IF REQUIRED. REFER TO ARCHfCECTURAL EDGE NAILING PLANS FOR MORE INFO.) Pt., (7)-RID NAILS @ EACH END s .._ ._ +++t++t ++t+++t - - -t�' - `ppUBLE2XTOPPLATE MrKENZfE ROOF RAFTER PER (REFER / SEE ALTERNATE TO ARCHITECTUR ENGINEERING RAFTER DIMENSIO CONSULTANTS ROOF RAFTER PER PLAN DETAILING) H2.SA(INSTALL PRIOR TOALTERNATE:ATTACH OPPOSING RAFTERSBLOCKING AND PLYWOOD 1279 MILLSTONE ROAD SHEATHING)ALTERNATE: BREWSTER,MA 02631 BELOW RIDGE BEAM OR RIDGE BOARD DOUBLE 2X 2X STUD WITH 2 x 4 COLLAR TIE AS SHOWN. RIDGEH2A p(774)353-2144 STRAPS NOT REQUIRED WHEN USING A BEAM ATSP( STALL PRIOR TO f(774)353-2142 COLLAR TIE. (IF SHOWN ON PLAN) RBC(INSTALL PRIOR TO PLYWOOD SHEATHING) ,��. - WALL SHEATHING OR ON NOTE:NOT REQUIRED IF TOP OF DOUBLE 2X TOP H2A IS USED AT EVERY �J�OF I 3 PLATES,PROVIDE90" STRUCTURAL RIDGE BEAM RAFTER TO TOP PLATE BEND TO BLOCKING) RAFTER. MARKOE NAcKE � 1rr .. a c. �F r s:T � s G s ONAI JOB#:10-319 SjEET: DATE: 10/11/10 SCALE: ONE OPTION#1 HEADER SIZE L=1'-0"TO 4'-0" (1)LSTA9 (1)SSP (1)A23 (I)A21 (1)H8 Top/BOTTOM PER KING OF EACH CRIPPLE STUD C PER KING L=4'-1°TO 6'-0" (2)LSTA 9 PSSP (1)A23 (2)A23 NOTE:FOR HEADERS LOCATED PE DIRECTLY BELOW DOUBLE TOP PLATES STRAP HEADER TO SEE NOTE'3' (1)SSp TOP PLATES WITH(1)CS 16 L=6'-l"TO 8'-0" (2)LSTA 12 PER KING I-SSP PER EACH (1)A23 (2)A23 PER t6^wIT1I(also NAns KING STUD EACH END OF STRAP.BEND E E (1)SSP (SEE NOTE W) STRAPOVERTOPPLATES L=8'-1"TO 10'-0" (2)LSTA 15 PER KING (1)A23 (2)A23 AS REQUIRED - ALTERNATE:ATTACH EACH HEADER(PER PLAN) (1)SSP RAFTER TO HEADER WITH �( L=10'-1"TO 16'-0" (2)ST2122 PER KING (1)A23 (2)A23 H8' A E-, OPTION#2 w HEADER SIZE QA ® (74) �G Q, z WINDOW OPENING w/(5 8D (1)SSP I BOTTOM F- L=1'-0°TO 4'-0° ( >H8TOP EACH END PER KING (1)A23 (1)A23 OF EACH CRIPPLE STUD 9 1'"+ (2)-CS 16 (1)SSP NOTE:FOR HEADERS LOCATED EACH - L=4'-1"T06'-0" o (1)A23 (2)Azl � Q EACH END PER KING DIRECTLY BELOW DOUBLE TOP --� 1-SSP PER EACH PLATES,STRAP HEADER TO F F (2)-CS 16 SEE NOTE'3' (1)SSP KING STUD TOP PLATES WITH(1)CS 16 [� L=6'-1"TO 8'-0" w/(6)8D PER KING (SEE NOTE W) (1)A23 (2)A23 PER 16"WITH(4)8D NAILS r , 0 EACH END EACH END OF STRAP.BEND V I--1 (2)-CS 16 (1)SSP STRAP OVER TOP PLATES /` L=8'-1"TO 10'-0" w/0)8D PERKING (1)A23 (2)A23 AS REQUIRED. v EACH END ALTERNATE:ATTACH EACH 1+i (I)SSP RAFTER TO HEADER WITH ti B B L=10'-1"TO l6'-0° (2)ST2122 PER KING (1)A23 (2)A23 Ha' NOTES: D O 1. HEADERS 4'-1^AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER. NO. REVISIONASSUE DATE 2.CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. CONCRETE FOUNDATION WALL 3.NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6^O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) 4.CLIP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING. 5.DETAIL FOR WINDOW AND DOOR FRAMING ONLY.OTHER STRAPS AND TEES NOT SHOWN FOR CLARITY, PROJECT ADDRESS: 2 FRAMING @ WINDOW OPENINGS 1293 MAIN ST. COTUIT,MA MCKENZIE ENGINEERING CONSULTANTS - - 1279 MILLSTONE ROAD BREWSTER,MA 02631 p(774)353-2144 f(774)353-2142 v� �N Of 0,448,p Cy\ Ir o hAARK A. Gam, Mc IE ,; Ni k4 sS/ONAL E 7 JOB#:10-319 SHEET: DATE: 10/11/10 - S2 SCALE: NONE ;t I _ GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES: (CONM) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: I.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: SECOND FLOOR HOLDDOWNS: MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY DWELLINGS,SEVENTH EDITION(780 CMR),AND ALL AMENDMENTS, 1.ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE WHICH IS BASED ON THE 2003 INTERNATIONAL RESIDENTIAL CODE. - 32 "PLYWOOD-(EDGES BLOCKED) (I)-CS 16 COIL STRAPS W/(26)IOd(0.148"x 3"LONG)NAILS WHEN ROOF WITH(1)TSP CONNECTOR AT 32"O.C. PROVIDE(9)-IOd x 1}NAILS 8d COMMON OR GALVANIZED BOX NAILS @ 6"O.C.EDGES AND OI STRAP IS APPLIED OVER PLYWOOD SHEATHING(15"MIN.STRAP 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE TO THE STUD AND(6)-IOd NAILS TO THE DOUBLE TOP PLATE. t T'O.C.FIELD. END LENGTH AT EACH END OF STRAP OR 30)8d(0.131 x 2}"LONG) O CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING.NOTE:NOT ) ( 2 WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA),"WOOD REQUIRED WHEN USING H2A CONNECTOR PER NOTE'2',"ROOF I-FWMING NAILS WHEN STRAP IS APPLIED DIRECTLY TO 2X FRAMING FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY CONNECTIONS". " MEMBERS.(17"MIN.STRAP END LENGTH AT EACH END OF STRAP). W PLYWOOD-(EDGES BLOCKED) PROVIDE HALF OF THERE DWELLINGS(WFCM),AND THE"MINUMUM DESIGN LOADS FOR BUILDINGS ad COMMON OR GALVANIZED BOX NAILS @ 3"O.C.EDGES AND REQUIRED NAILS SPECIFIED ABOVE AT ^ AND OTHER STRUCTURES(ASCE7-02). THE BASIC WIND SPEED FOR THE 2.EXTERIOR WALL STUDS ON SECOND FLOOR TO BE ATTACHED TO 12"O.C.FIELD. EACH END OF STRAP.(IF STRAP IS LOCATED AT EXTERIOR WALL, F-1 DESIGN OF THIS STRUCTURE IS 110 MILES PER HOUR WITH EXPOSURE STUDS ON FIRST FLOOR ACROSS SECOND FLOOR RIM BOARD W(I)CS 16 CONTINUE STRAP TO SINGLE STUD IN FIRST FLOOR WALL IF THERE CATEGORY'C. COIL STRAP W/(14)IOd NAILS(7 NAILS AT EACH END OF STRAP)WITH A IS NO SHEARWALL BELOW,THE DOUBLE STUDS AT END OF THE STRAP CUT LENGTH OF 18"+THE CLEAR SPAN ACROSS RIM BOARD. U"PLYWOOD-(EDGES BLACKED) SHEARWALL IN FIRST FLOOR WALL BELOW,OR WRAP THE STRAP � O 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL STRAPS TO BE SPACED AT 32"O.C.(EVERY OTHER STUD).STRAP IS NOT �3 8d COMMON OR GALVANIZED BOX NAILS @ 2"O.C.EDGES AND AROUND THE HEADER BELOW. PROVIDE HALF OF THE REQUIRED BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S). IF REQUIRED AT SHEARWALL HOLDDOWN LOCATIONS.CS 16 COIL STRAPS 12"O.C.FIELD.FRAMING AT ADJOINING PANEL EDGES SHALL BE NAILING AT EACH END OF THE STRAP.) [j] THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S)BE TO BE APPLIED OVER PLYWOOD SHEATHING. 3"NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. U COMPLETED BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL ti � CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN 3.ATTACH FIRST FLOOR STUD AND WALL PLATE TO FOUNDATION SILL O O THE INSPECIION(S)IS TO BE PERFORMED. THE CONTRACTOR SHALL PLATE WITH(1)TSP CONNECTOR PER 16"O.C. NOTE:FOR PLYWOOD SHEARWALL TYPES 1,2,AND 3 LISTED 0 INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE ABOVE,8d COMMON OR GALVANIZED BOX NAILS=(0.131 z 2}"). r � a VISIBLE FOR INSPECTION. IF DURING THE INSPECTION,ANY PORTION OF 4.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE FOUNDATION HOLDDO WNS: \./THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO THE USED AS A SUBSTITUTE. INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WELL NOT BE FOUNDATION. GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S NO. REVISION/ISSUE DATE EXPENSE. 2 FFDU2-SDS2.5 W/SSTB20�'DIAMETER ANCHOR BOLT. 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE O POSITION SSTB20 W/ANCHORMATE TO FORMWORK PRIOR TO CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN CONCRETE POUR FOR CORRECT PLACEMENT. ACCORDANCE WITH CATALOG C-2009. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH HDU8-SDS2.5 W/SSTB28�"DIAMETER ANCHOR BOLT. PROJECT'ADDRESS: MANUFACTURER'S SPECIFICATIONS. g a O POSITION SSTB28 W/ANCHORMATE TO FORMWORK PRIOR TO 5.ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOIST OR EQUAL 5.CONNECTIONS FOR WALL OPENING ELEMENTS- CONCRETE POUR FOR CORRECT PLACEMENT. 1293 MAIN ST. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. (REFER TO DETAIL 2-WF) SOLE PLATE CONNECTION SCHEDULE: COTUIT,MA HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE CONNECTION TO FLOOR RIM BOARD ROOF FRAMING CONNECTIONS: L=F-O"TO 4A" (1)LSTA 9 (1)SP4* L=4%1"TO 6'-0" (2)LSTA 9 (2)SP4* WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 1.ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE * L=6'-1"TO 8'-0" (2)LSTA 12 _(2)SP4 RIDGE WITH(1)LSTA 18 TENSION STRAP AT 16"O.C.STRAP TO BE * (3)-16d COMMON NAILS PER 16". INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/IOd COMMON L=8'-1"TO 10'-0" (2)LSTA 15 (2)SPH6 NAILS TO RAFTERS.(REFER TO DETAIL 1-RF) L=10'-1"TO I6'-0" (2)ST2I22 (2)SPH6* 2.ATTACH THE END OF EACH RAFTER TO THE DOUBLE TOP PLATE OF `ALTERNATE:THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE 2 (4)-I6d COMMON NAILS PER 16". THE EXTERIOR WALL WITH(1)H2.5A CONNECTOR. CONNECTOR TO BE PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. THE JACK STUD TO HEADER. ATTACH CONNECTOR WITH HALF OF THE (3)-SIMPSON SDS25312(a"x 3}")WOOD SCREWS PER 16". ALTERNATE:USE(1)I12A FROM EVERY RAFTER TO WALL STUD BELOW. REQUIRED NAILS TO THE JACK STUD AND RALF OF THE REQUIRED NAILS TSP CONNECTOR PER NOTE'l',"WALL FRAMING UPLIFT CONNECTIONS", TO THE SECOND FLOOR RIMBOARD OR FOUNDATION RIMBOARD. CONNECTOR TO BE ATTACHED DIRECTLY TO 2X FRAMING AND Is NOT REQUIRED WHEN USING(1)H2O AT EVERY RAFTER. CONNECTION TO CONCRETE FOUNDATION RIMBOARD.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. SILL PLATE CONNECTION TO CONCRETE EXTERIOR WALLIFLOOR BOX AT THE ROOF WITH ROOF SHEATHING NOTE: NAILED TO THE BLOCKING AT 6"O-C. PROVTDE'V'NOTCH IN BLOCKING a DIA.ANCHOR BOLTS AT 32"O.C. TO PROVIDE ADEQUATE VENTILATION AS REQUIRED. BLOCKING TO BE A HEADERS FOR DOORS AND WINDOWS TO HAVE(1)H8 CONNECTOR AT ATTACHED DIRECTLY TO DOUBLE TOP PLATE OF THE WALL OR RIM THE TOP AND BOTTOM OF ALL CRIPPLE STUDS. NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE s"DIAMETER A307 M C-K_E!. 1 I-E. JOIST W/(I)RSC CONNECTOR. STEEL ANCHOR BOLTS WITH 3"x 3"x n"PLATE-WASHERS WITH 7" LEGEND: 4.PROVIDE 2X BLOCKING AT THE RIDGE BETWEEN ALL RAFTERS AT THE OF THE HEADER. ENGINfE LNG B. HEADERS 4'-l"AND LONGER REQUIRE(2)JACK STUDS AT EACH END MINIMUM EMBEDMENT INTO CONCRETE. CONSULTANTS EDGE OF THE ROOF SHEATHING. ATTACH SHEATHING TO BLOCKING W/ L 8d NAILS AT 6"O.C. RIDGE BLOCKING IS NOT REQUIRED WHEN C.PROVIDE(1)A23 CLIP ON THE TOP OF ALL HEADERS AT EACH END OF SHEARWALL TYPE 1279 MILLSTONE ROAD SHEATHING IS ATTACHED DIRECTLY TO A RIDGE BOARD OR READER TO THE KING STUD ADJACENT TO THE OPENING. BREWSTER,MA 02631 STRUCTURAL RIDGE BEAM. - p(774)353-2144 D.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF O SHEARWALL GRIDLINE f(774)353-2142 THE WALL,WITH(3)10d NAILS TO.DOUBLETOP PLATE ANU(4)-10d NAILS - - TO KING STUD.FOR CS 16 STRAP SIZE REFER TO NOTE"2"ABOVE.-FOIE SHEARWALL CONSTRUCTION: - FIRST FLOOR HEADERS PROVIDE(1)CS 16 FROM EACH KING STUD TO O SHEARWALL HOLDDOWN TYPErn THE FIRST FLOOR RIM BOARD. FOR CS 16 STRAP SIZE REFER TO NOTE"4" 1.ALL SHEARWALLS TO HAVE DOUBLETOP PLATES AND DOUBLE 2X > FLOOR FRAMING CONNECTIONS: ABOVE STUDS AT EACH END OF WALL.(UNLESS NOTED OTHERWISE) �RK A. O SHEARWALL HOLDDOWN E.KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTED'ABOVE C✓ ;� IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO N FACE NAIL DOUBLE TOP PLATES W/ NAILS AT 16"O.C. USE(l2)-16d . 1.ATTACH DOUBLE TOP PLATES OF EXTERIOR FIRST FLOOR WALL TO THE OPENING. NAILS AT EACH SIDE OF MINIMUM 4 FOOT LAP SPLICES IN TOP PLATES. •------- SHEARWALL SECOND FLOOR RIM BOARD WITH(1)LTP5 CONNECTOR AT 24"O.C.OR W/ 3.NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE r ` (2)10d TOE NAILS PER 12". F.SILLS FOR OPENINGS LESS THAN 4'4"WIDE REQUIRE(I)A23 CLIP AT _ AND BELOW ALL OPENINGS IN SHEARWALL. PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE THE BOTTOM OF THE SILL PLATE TO THE KING STUD AT EACH END OF AND BELOW OPENING WITH NAILING ACCORDING TO 0, THE SILL PLATE. FOR OPENINGS 4'-0"AND LARGER,PROVIDE(2)A23 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SPECIFIED SHEARWALL TYPE. v CLIPS AT EACH END OF THE SILL PLATE ON THE TOP AND BOTTOM OF SHEARWALL ENDS WITH(2)16d NAILS AT 6"O.C.FOR SECOND FLOOR s$f ON AL THE SILL PLATE. SHEARWALLS AND(2)16d NAILS AT 4"O.C.STAGGERED FOR FIRST XK,XJ 0 OF KING AND JACK STUDS REQUIRED AT WALL OPENING FLOOR SHEARWALLS. _ 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS. JOBk:10-3.19 SHEET: DATE: 10/I1/10 c 1 .. SCALE: NONE WINDOW&EXTERIOR DOOR SCHEDULE I O KEY ROUGH OPENING WxH ITEM# STYLE MATERIAL m�p Q A 2'-638"x V-07/6" CUDH2626 MARVIN CLAD ULTMATE N2 DOUBL—UNG WINDOW —ITEALUMINUMCIAD p 0 WIND REQUIREMENTS: B 2'-638"x 4'-67/W CUDH2424 MARVIN CLAD ULTIMATE2R ODUBLENUNG WINDOW WHITE ALUMINUM CLAD, Z ALL DOORS&WINDOWS TO HAVE 18-0 C 2'-23B"x 4'-07/6" CUDH2O20 MARVIN CLAD ULTIMATE N2 DOU6LE+HUNG WNOOW WHITEALUMINUMCLAD 2 KING STUDS&I JACK STUD D 31°x 31516" CN3032 WHREALUMINUMCLAD e UNLESS OTHERWISE NOTED BY MARVIN CLAD ULTIMATE 4 LIGHT AWNING WINDOW XK,XJ ON PLAN, 4'-8" 8'-8" 4'-8" E 5'-158°x 6'401rz° 5068 MARVIN ULTIMATE SWWG FRENCH DOOR WHI1E AlUMINUMCLAO Q F 3'-2711Wx 6'-1012" 3068 WHRE ALUMINUMCLAD O MARVIN ULTiMPTE SW1NG FRENCH DOOR 4 I V ----------- -----------� 1 © �© I INTERIOR DOOR/WINDOW SCHEDULE N s KEY ROUGH OPENING W x H SIZE STYLE MATERIAL V 3K,ZJ U 1 N 1 32"X 63" 2'-6"x 6'•6" R*HTHANDSWINGDOOR-8—EL SOLDCOR61—NRE I I I v I I 2 32'X 63° 2'-8"X6'-6" LEFT HPNDSWING DOOR-6PrWEl SOLO CORE MA50NIrE newL 3 50"x 63" 4'-0"X 6'-6" DOULQEDOOR-a—EL SOLID CORE MASONFE GUEST BED OM In B \�s IN A 62'%63" 5'-O"X 6'-6" DOU�EDOOR-BPANEL SOLD CORE MASONRE 1 5 62"X 63" V-0"x 6'-6" 18 LIGHT INTERIOR FRENCH WOR 1 I I P 6 3Z'x 63" 2'-6"X 64' BLFOLD-BPANEL SOLIDCOREMASONRE - ■ CV Q I 11,21 ` ff tD I I I I I n 1 1 m O ex l m ROOF ° N © new I I BATH F ® o I 1 4 6U I I I I sHO 3'-1 1. 112" 2'-5" new rQ WOOD DECK I 1 1 DN I I 1 BUILT IN NIN5EPT SITTBAYFI 3'6" GA E On A3-3 3 3'-5" / ——' 5'-4 112" G-O" A new 8 31 or W OX22 STEEL BEAM-flush _ - - m�sm 2 3 12'x 312" a— m — — — 3 i 3 i2" � new(2)1 314"x 9 1l4"LVL HDR. 3PANTRY © 3'x4' ----1 PSIPOSEPSI. IPANTRYC3 I — —J�I --��—J/�A'1! O new snowER il _ I t \ new-n _ ———— BATH a I (4)NEW DH WNDOW5, b rk�—— __ KITCHEN\ Irt — ~ J��JT7�'H( ; 7 W/7TRIMSPACEETWN. LD new = F-- ( IIDN— — LV ILFAMILY ROOMBEDROOM � srownGE I i m ---------- __ ®-- — I — j� K.ISUWD II z HER 'Z I O 1 � BEAMED GEIUNG AAATCN DETAIL IN � ®® OVE IX5INWP115,I _'ST.UVING RM. I I DOORS.LAV.,STAIR 4 WMD53'-2" 7-4- I / JJ /tom A5 SHOWN w / w MIN. new / Z LJ I REFRIG. I�—— / 2 I �_� ----- L I-------I Q W.LCL. L T- !--'-- — REMOVE DUSTING WALL5, —— 5 —— DOOR.B TN FIXTURES 4 WINDS I�— —— —_ I 1 II I I NEW 3G'C.O. CLOSET BALCONY — �L L,'/ I r-- I _ I I I J I I LIVING ROOM I ROOF exist./new SUN ROOM DINING ROOM I BEDROOM UP BEDROOM I - I W FOYER j j Z 11 W CLOSET II Q I SCREENED IN PORCH COVERED PORCH H z ROOF = aM 10 —————————————————————————————————————————- U � / w 0 O K I -- CL i DATE: 10/13/20 SECOND FLOOR PLAN FIRST FLOOR PLAN ^/ //)�yy/ SCALE: AS NOTEI 1 V /l l� 2-' v � 1/4"=1'-0' DEMOLITION - --- _———- -_——' DEMOLITION eA5TING WALLS EXISTING WALLS NEW WALLS NEW WALLS W4 Lit vv_OL� N N a z YLP ALIN i' N.R O C, i 2'-3 1/2" I e a '-4" L, 5'-31/2' 5-2' G-4' J`r� I Ua ' wa F- a O. Posr F. x � 4'-3. O 48°wnlry '� Q PROP,3' 6v BATH D STORAGE I ---� I -- I I o EXIBn G s 9 1 a F A H R:a LNG wu; O I 1 CAR GARAGE a 21'-1' Q a 3 F 1D UP _ D LOFTlz R 17-10'x i4'-9' ir o C b 0 io x b O m Posr' G F 9w.x an.O.H.DOOR . 5 5 2-4 1/2' 2-4' 3'-3' 4'-2' 5'-1 13/4' 5'-7' 5'-7" 5'-1 1-3/4" 23-1 112' 23'-1 1/2" z O /^\ NOTE;FRAMED WALL EMENDS BEYOND FOUNDATION ON LEFT SIDE BY 1-112' NOTE: FRAMED WALL DCMN05 BEYOND FOUNDATION ON LEFT 51DE BY 1-1/2' y 3G"CUPOLA , 2xO ROOF RAFTERS Qq 16'O.C. I 1 (BEHIND) - wi s{B•GDx Fr_wru.s,rAr,IVG e 11I1 III- ASPHALT ROOF 5NINGUC5 LL Y®d 2X 12 RIDGE BD. OVCi IBA FELT r_--� F OPEN OQL IN5UTATION 2XB CE:CNG J0I5-5(�16'O.G. STUDIO P L A N - GARAGE PLAN . AT RArTgI<9.2 49 / \ xe CEDAR SOFFIT AVD FACIA (NO GO EK LfR 2ND FLOOR) 1/4"=I•-0" 1/4"=I'-U' TOP PLATE 12 WDW HEADER / \ 0 O \ M520 - U) m F /(FIN15HED DIM.) 9 1J2"'JI r:e.J5T5. IG'o.C. 2k4 {2 WALL BEHIND J DEL LVL OOR - w/ _ 2ND BOOR 2ND FL — — - fi roPPLATE -- ------- MARVIN WINDOW&EXTERIOR DOOR SCHEDULE — C.)— — --------- KEY ROUGH OPENING WxH ITEM# STYLE NOTES F 6'.10"WDWIIDR - - O 3'0'X6B' LH INSYANG 4 LT,2 PANEL DOOR SIMPSON.MAHOGANY (PBOV:f17UNDAI:ON WAW V z �B 30'XB'8' RH OUl5WWO8PANEL DOOR f6tE RATED O Q b WINDOW BLOND U F N 2n6 rLYWENTE1.S-UDWALLS W{ iN F O 2'-T'xY.T 516" CUAWN3032 AWNING WINDOW CLA9 ULTIMATE PLYwD.S G. ���-����++'' ` v n p 8 w OVERHEAt)DOOR W 4 W.C, G'-O' 'TWBE WRAP 4 W.C.SHIOGlE9 P.� SDI O cc W (n r�v4•x- CUD14NG2424 DCUBLF HUNG CLAD ULTIMATE 4'-H:CA CONC.SLAB FLOCR a ERIC J. N O 2'-11-12'x4'4P CUDH-NG-2422.2 DOUBLE HUNG-FACTORY MULLED CLADULTIMATE•NEMGEN. � a POUND.WALL TOP OF FOUND. _• CEDERHOLM © 2'�11V 44' CVDlFNG.2420 DOUBLE HUILG CLAD ULTIMATE-NEXT GEN. �, d M FR09'WALL Oh 1020 COyY�I NEU0119 CONG.ON I(Q STRUCTURAL O 8'•1'47.7 sm. CUANT'3032d AWNING WINDOW � CLAD ULTIMATE � O P.T.0.00C f2/,M['N A TF' TO AJG WITH CONC.WA1 ,� FOOTING BO-TON TO BELOW PR05T UN[(4'MIN,) N�� 3a962 O A Q r ANCHOR Q BOLT5 40'O.C. UL 22 a INTERIOR DOOR SCHEDULE W O w ' KEY ROUGH OPENING W x H SIZE STYLE NOTES O50"x 83" 4'-0'X 6'-F DOUBLE DOOR•6 PANEL SOUD CORE MASONNE 2 32"x 83" 2'-8"x 6'-W RIGHT HAND SWING DOOR•6 PANEL SDUDCORE MaBONITE DATE: 1112812018 s� SECTION @ STAIRS SCALE. NOTED A 1 1/4"=I-0„ ,•� - DRAWING 1k Al - 3 N m (n Z i^ CONTINUOUS RIDGE VENT F J bbb ' ASPHALT ROOF SHINGLES ' Z�CEDAR TRIM: ® 3G'SQUARE"CAPE COD CUPOLA' OVER 15N FELT 0,1 r 3 �y 1X8 RAKE WITH IX3 RAKE TRIM (MATCH EXIST.HOUSE) _b NO GUTTERS @ SECOND FLOOR " 4 J PLATE HT: 7-3 1/2'WDW HD�2 .... V BUILT-OUT RAKE @ MAIN GABLE ONLY y PREDIPPED CEDAR TRIM: ' WHITE CEDAR SHINGLES m BUILT-OUT RAKE W/IX6 RAKE TRIM m m @ 5"EXPOSURE �. m m m ■ MARVIN DH WDWS,2/2 GLl55 Tq W/ VI CASING (SECOND FLOOR ONLY) F RETURN GUTTERS C? PRE-DIPPED (VERIFY WITH OWNER) W.C.SHINGLES @ 5'EXPOSURE (SECOND FLOOR ONLY) _2ND FLOOR _ _ AR I /IX7 CORNER BOARDS CEO TRIM: RED CEDAR CLAPBOARDS PLATE HT. (FIRST FLOOR ONLY) 6'-10'WDW MDR MARVIN DH V/DWJ,2/2 GIA55 m C 1X5 MARVWOW IN CNAS ING NG.TYF.4 LT C 1 l CEDAR DOOR CASING I X5 WOW CA51NG.TYF. / IX CROWN MOULDING CAP d) 5(VERIFY 5M MAHOGANY DR CUPBOARD SIDING (VERIFY E W/OWNER) PRE PRIMED CEDAR TRIM: E - CEDAR CASING-(7YP.) ]��, Q FIRST FLOOR ONLY IX8/IX7 CORNER BOARDS �\ p . TOP OP FOUND. I-112'THICK STONE VENEER (MATCH EXISTING RETAINING WALL) O O O o EXISI:NG 310NE STEP 9'X 8'CARRIAGE STYLE DOORS � -IAT:VNGWALI 23'-I 1/2' NOTE: FRAMED WALL EXTENDS BEYOND FOUNDATION ON LEFT 51DE BY 1.1/2` 22'-O" FRONT ELEVATION LEFT SIDE ELEVATION 1/4" V-G' 1/4"=1'-0' z 0 w - K 1 CONTINUOUS RIDGE VENT ASPHALT ROOF SHINGLES 36'SOUARE'CAPE CAD CUPOLA' CED.ARTRIM: TOMATCH EXISTING HOUSE 1 X8 RAKE WITH IX3 RAKE TRIM 12 NO GUTTERS Q4 @ SECOND FLOOR PLATE-IT. W MR,MR,I2 ,_ - - T-3 I/2'WO Lu 1 I CEDAR TRIM: • 'BUILT-0UT RAKE Q MAIN GABLE ONLY BUILT-OUT RAKE W/IX6 RAKE TRIM PRE-DIPPED H a a WHITE CEDAR SHINGLES q1 Q f @ 5'EXP05URE IS FLOOR ONLY) PRE-DIPPED h W.C.SHINGLES Q 5°EXPOSURE (SECOND FLOOR ONLY) 4 .7 h 2ND FLOOR _ _ 0 CEDAR TRIM: F fJ RED CEDAR CLAP50ARD5 - - - - IX8/I X7 CORNER BOARDS PRE-PRIMED (FIRST FLOOR ONLY) 6'-10'WOW MDR m MARVIN DH WDW5,2/2 GLA55 Z WI 1 X5 CEDAR CASING Q = O CEDAR TRIM: IX&/I X7 CORNER BOARDS E E CUPBOARD SIDING @ FIRST FLOOR ONLY 11.1 FAUND.WA_L - W _J _ _ N W CONCRETE FOUNDATION WALL Z_CONCRETE FOUNDATION WALL LANE OF STONE VENEER w ON TH15 LEFT 51DE ELEVATION ONLY w K � � a 1 1/2' DATE: 11 12D 12018 RIGHT SIDE ELEVATION REAR ELEVATION SCALE: AS NOTED DRAWING# A2 - 3 .;4 N N �V O,N 0 23'-O' W a8 25 q N POST i 1 U a A 1 I VCW IO THICK POURED CONCRCTL FOUVDATIOV 4'-O" RETAINI�6 W.S:-FOOTING I I FROST WALL ON 10'a10'CONilYU0U5 CONC. FOOTING 80rrO 'O BB.CW RROBT LINE:4NI1.1 ANCIIOR BOOB A 4B'O.C. I I I I I _I CONCRETE SLAB I j —r 4'7f11LK CONOR 15:nBFLOOK I I OVEi G Ml:POLY VAOR BAERTN IL�pCN4 �SI/B MI. 'BCW FO/NDAO WN.1.IXiT N I t I Iy.I I I I I I 16'%tl'CONCRE-[f0p1 1NG I I OS I.I. I UNDER BCfWVG I o 1•1 I I' I {:i DEPRF'5B Wat 12 TO REGCIVE BLAB POST POST I 'I L — ----------------- ---J I I � _ 7. i d ROOF FRAMING PLAN SECOND FLOOR FRAMING PLAN N Z O FOUNDATION PLAN - 2XG EXTERIOR WALL C� OVERHANG 2XG EXTERIOR WALL W z @ VENEER kk 5/5"ANCHOR BOLTS 'r' 5/8"ANCHOR BOLT5 r LL @ 48"SPACING �� 4"CONCRETE SLAB @ 48"SPACING 4"CONCRETE SLAB Q as I. .�. I 1 STONE VENEER M TO MATCH EXIST. #4 @ 18" #4 @ 18" a. y I=III=I �.� 10"FOUNDATION WALL I=III=)I ,:L 10" FOUNDATION WALL =I I=I I I ON 10"X 20" FTG. _ =I I I I( ON 10"X 20" FTG. ��H OF Mqs O o -I i 4fi �� #4 @ 18° #4 @ I S" MATERIAL NOTES: I -�f I 'I O� ERIC J`� G H 4 — I. REINFORCING STEEL SHALL CONFORMa� r' CEDERHOLM D TRCTURAa O • -O®� #4 @ 12" TO ASTM AG 15, GRADE GO 41-01� #4 @ 12" `) SR oU 38962E Go 4 I 11 2. CONCRETE SHALL HAVE A MINIMUM LL U 28 DAY COMPRESSIVE STRENGTH D� FOUNDATION DETAIL @ STONE VENEER OF 3000 PSi. D2 FOUNDATION WALL DETAIL DATE: 11/28/2018 All 1/2"=r-0" A l t/2"=r o SCALE: AS NOTED ♦ DRAWING 0: U A3 - 3 I LEGEND SYSTEM DESIGN TOP FNDN. AT EL. 30.4 SYSTEM PROFILE NOTES " ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) SSt D SPOT ELEVATION GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS APPROX. NGVD TOWN GI SPOT E EV. st. 100.0 PROPOSE 24.0' INIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE ro COturx ELEVATION DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD 2X SLOPE REQUIRED OVER SYSTEM 2. MUNICIPAL WATER IS EXISTING 21.0 - 23.0 100x0 EXISTING SPOT - MIN. 8" DIAM. USE A 550 GPD DESIGN FLOW 2" DOUBLE WASHED PEASTONE » Bay 100 " RUN PIPE LEVEL OR GEOTEXTILE FABRIC 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. PROPOSED CONTOUR PROPOSED 1500 FOR FIRST-2' erg She// n BiUffA/ 3 MAX. 4. DESIGN LOADING FOR .ALL PRECAST UNITS TO BE AASHO °r SEPTIC TANK: 550 GPD (2) = 1,100 GALLON SEPTIC 100 EXISTING CONTOUR 20.2$' 20.03' H- 10 •c USE A 1,500 GAL. SEPTIC TANK TANK (H- 10 ) GAS 20.3 r: BAFFLE19.81' �"� 19'64 O oCl 5. PIPE JOINTS TO BE MADE WATERTIGHT. DODO oo LEACHING: s" MIN. suMP o 19.44' o 0 o a 0 C� O � 0 SIDES: 2 (12.83 + 41.50) 2 (.74) = 160.8 GPD 20.5' \_6" CRUSHED STONE OR MECHANICAL 12" MIN." INT. DIM. p 0 p p 0 p p p 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH °C"S COMPACTION. (15.221 (21) $ 2' [] C] 0 p p p p p o 17.44 MASS. ENVIRONMENTAL CODE TITLE 5. BOTTOM 12.83 x 41.50 (.74) 394.0 GPD ( 2 X SLOPE) DEPTH OF FLOW = 4' 1 1 0 MIN. ( 9& SLOPE) ( 9G SLOPE). / 7. -THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO TOTAL: 532.4 S.F. 554.8 GPD TEE LETSIZ D 3/4 TO 1 1 2 DOUBLE WASHED STONE BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. Nantucket • INLET DEPTH = ]0„ USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR OUTLET DEPTH = 14" sound 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. EQUAL) WITH 3.75' STONE AT ENDS AND 4' AT SIDES FOUNDATION 11' SEPTIC TANK 23' D' BOX - 19.5' LEACHING 10.0' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION LOCUS MAP OBTAINED FROM BOARD OF HEALTH. MA SCALE 1"=2000't APPROVED DATE BOARD OF HEALTH 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING BOTTOM TH 3 EL. 7.4' DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 18 PARCEL 74 OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK'. LOCUS IS WITHIN FEMA FLOOD ZONE C AS 1 SHOWN ON COMMUNITY PANEL #250001' 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND 0021D DATED REV. 7/2/92 REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ZONING SUMMARY REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. ZONING DISTRICT: RF 89.16' 13. WETLAND FLAGGED BY HAMLYN CONSULTING / � MIN. LOT SIZE 43,560 S.F. • MIN. LOT FRONTAGE 150' PROVIDE APPROX. 68' OF 40 MIL. LINER / TOP ELEV. = 20.3' BOTTOM = 16.3' m MIN. FRONT SETBACK 30 z� MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15' FENCED GARDEN AREA TEST HOLE LOGS SITE IS LOCATED WITHIN RESOURCE \ 13.94 1 \ A. H. OJALA, PE PROTECTION OVERLAY DISTRICT AND AP \ �" 5' REMOVAL OF UNSUITABLE SOIL REQUIRED ENGINEER: / / n AROUND PERIMETER OF LEACHING FACILITY, DISTRICT // � �9, V ?4"WpjN .10, DOWN TO SUITABLE SOIL LAYER. REPLACE WITNESS: DAVID STANTON, IRS TH#4/ / / 2 WITH CLEAN MED. SAND, To MEET 92010 SITE IS NOT LOCATED WITHIN ESTUARINE SPECIFICATIONS OF 310 CMR 15.255(3) DATE: - - PROTECTION DISTRICT 1 < 2 MIN/INCH 25�26- PERC. RATE _ /THE/ / / �2.8 SLAB GE // 36 CLASS I SOILS P# 13057 MAP 18 PCL 74 / / � / / j / / / cv / // / �1 / LOT AREA: 46,514 t SF / / / / # / �'/ �/ .52 7.49 T/H 1 sk h 26.8� x 10.07/ �' / ,/ / 1 7.31 1 / (4Y500 L. LEf1�HING �/ /" 1 26.02 cj I I / CWAMBERS (AC�M(E OR / // 1 1 / /� / / I ELEV. ELEV. ELEV. ELEV. / 27.03 /EQUAy) WITH /3.75' / / / / / I _ y V V STO1�E AT E1JDS AND 4' / 26.74 LANDSCAPE TIE BORDERED 0" 17.7' 0" 18.3' 0" 17.4' 0" 1$.4' AT SIDES/ / / / / j/ // 26.79 I GRAVEL PARKING / l / O//A O//A O//A 0/A I I I I I ( / / /� // / /_ 4 �?e3• / / I 1/ 8 s.91 3" 1 OYRL 2 1 17.5' 4" 1 OYRL 2 1 18.0' 1 OYRL AL 2 1 17.2' " 1 YR 1 18.2' I�ROPOSED � / /�24.20 / / ,27 06 i2 3 / 3 0 2 /1,500/GAL. / /� `•�/ / / / E E E S. TANK I / / ,��// O O /I PROP. I / / FS , FS FS FS , / / / DECK 5.0 / // 27,36 „ .82 2 .716 6» 1OYR 6/1 17.2 , 6» 1OYR 6/1 17.8 6„ 1OYR 6/1 16.9, 6„ 1OYR 6/1 17.9 / I 10.I30 N 23.V P TO / .43 7.1 2§:0§ I I x I I I I � I � I\ / �� / / • X 26.62 B B B B 024 1 / » LS » LS , LS » LS , 2y47 AREA 2 . 2 FF (HERE) ® 27.55 30 1 OYR 5/6 15.2 30 1OYR 5/6 15.8 36 10YR 5/6 14.4 36 1OYR 5/6 15.4 LP ��^ DRAIN ELEV. 30.9' 36 �c,42 / \ \ I / / / / / / / / / / / / �J'l (xj 2.79 #1293 MAIN STREET F / �••' 4.42 / l l l l l l l l / /� EXIST. DWELLWF i # •. / 21.5T x 23. TOP FNDN. - ' \ y!9 26.90 ELEV. 30.4 QO� O ? PERC PERC •�, ?S0. �F �26.23 WF #2• 44 1 b/ / / / / / / / / / 1 ' REMOVE ( �� 4 / C 1 C 1 C 1 Cl EXIST. s x 23.50 \ / MS TRACE SILTMS TRACE SIL MS TRACE SIL MS TRACE SILT �� /� oyF 10YR 6/6 10YR 6/6 10YR 6/6 10YR 6/6 / (( I oN / 0.79 PROPI ADD'N. \ , r&f � c '-4, �,� / 72" 11.7 72" 12.3' 96" g.4' 96" 10.4' I x 22\.72 \\ \\ f �'��r&f c �a�,� F C2 C2 C2 C2 MS MS MS MS \\ ` 4' ref �` 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 / X �:9 „ „ 8.3' 120" 7.4' 120" 8.4' WF #1 �l 4.44 123.33 \ x 26.93 `S� w f 120" 7.7 120 / m \ \ \\\ Q� NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Z BENCH MARK - CONC. SLAB \ x 24.4'2, 286 ss / AT WALKOUT ELEV. = 22.7 NOTE: EDGE OF \ � LAWN IS WORK LIMIT /25.20 TITLE 5 SITE FLAN - ------ ------- OF 1293 MAIN STREET /24.96 COTUIT, MA PREPARED FOR ARTHUR MASSARO SEPTEMBER 29, 2010 Scale: 1"= 20' 0 10 20 30 40 50 FEET NOFMgssq NOFMgssq off 508-362-4541 fax 508-362-9880 DANIRLA. yam ' �° DANIEL oyG� �O downcape.com o ,JA A.LA �+. �, CIVIL OJALA v 46502 A No.40980 down Cape en h7eerh7 Inc. P°'0SSGiST ��.� S o o civil engineers =1st_ "ZO I c7 U RVURVs�� l' land surveyors DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( R to 6A) DCE # 1 O-2 DO YARMOUTHPORT MA 02675 10-200 MASSARO.DWG LEGEND SYSTEM DESIGN: NOTES shoo, 100.0 PROPOSED SPOT ELEVATION GARBAGE DISPOSER IS NOT ALLOWED 1. DATUM IS APPROX. NGVD (TOWN GIS SPOT ELEV.) st. �° COtuit 10OX0 EXISTING SPOT ELEVATION EXISTING 4 BEDROOM DWELLING 2. MUNICIPAL WATER IS EXISTING Bay PROPOSED 1 BEDROOM OVER GARAGE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 1 OO shell[a %ff PROPOSED CONTOUR USE EXISTING 5 BEDROOM SEPTIC SYSTEM 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO ear C R/ 100 EXISTING CONTOUR INSTALLED 2010 H_ 10 P/ne 9e 5. PIPE JOINTS TO BE MADE WATERTIGHT. /- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH ocus MASS. ENVIRONMENTAL CODE TITLE 5. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. Nantucket 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Sound 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION LOCUS MAP OBTAINED FROM BOARD OF HEALTH. SCALE 1"=2000't 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 18 PARCEL 74 OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. WETLAND FLAGGED BY HAMLYN CONSULTING ZONING SUMMARY ZONING DISTRICT: RF MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' 89.16, MIN. REAR SETBACK 15' SITE IS LOCATED WITHIN RESOURCE PROTECTION OVERLAY DISTRICT AND AP DISTRICT SITE IS NOT LOCATED WITHIN ESTUARINE PROTECTION DISTRICT ROPOSED GARAGE TO REPLACE EXISTING \ / // // // // ��� o/ o•�o' SLAB = 27.0 25 26— MAP 18 PCL 74 / /\ / / / / / / / / 12.7' / SAL LOT AREA: 46,514 t SF p A / I LANDSCAPE TIE BORDERED GRAVEL PARKING / /0 C2 �"•.\ \ \ \ 1 // / / / / // // // / / // // // I / // #1293 MAIN STREET F / / EXIST. DWELL. WE #\ �S / / O / / / / / / / / / // TOP FNDN. - 48 / Ib/ ELEV. 30.4' QO \o r&E C y� 7 goo• I I I 1 I I I \ \o \ \ ��'� � ` 40 WF #1 SITE PLAN OF \ c 1293 MAIN STREET \\ �\ COTUIT, MA PREPARED FOR ARTHUR MASSARO I/ OCTOBER 18, 2018 REV. DECEMBER 18, 2018 (WATERLINE) Scale: 1"= 20' 0 10 20 30 40 50 FEET ESN OF SIN of AfA s off 508-362-4541 DANIELA. ' DANIEL �m fax 508-362-9880 OI OJALA I downcape.com A. CIVIL o No.46502 �10 40980� down Cdpe engiaeeM7,g, h7C. � � a civil engineers �2"►6'l�? `' land surveyors DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) DCE # > O-200 YARMOUTHPORT MA 02675 10-200 MASSARO.DWG