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HomeMy WebLinkAbout3635 FALMOUTH ROAD/RTE 28 - Health ars phs Mills�' 77 -0 e-, �•'M TOWN OF BARNS ABLE LOCATION o SEWAGE# VILLAGE /" ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. J?4 Hwl. '�e$-S'S/c• �c+�-�1 n SEPTIC TANK CAPACITY LEACHING FACILITY:(type),L�,R� NO.OF BEDROOMS OWNER S E PERMIT TE: COMPLIANCE DATE: tj Separation Distance Between the: I , 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 leachin cili 1 Feet FURNISHED BY ` e-L IA T-LT© �363 n I 9- `75-y 17 13- S TOWN OF BARNSTABLE I) LOCATION 36 j5 F EWAGE# VILLAG - 14 ASS OR'S MAPP�&PARCEL INSTALLER'S NAME&PHONE NO., �. raO dl9 SEPTIC TANK CAPACITY LEACHING FACILITY:(type- 9 �� (size) d� NO.OF BEDROOMS t0 t OWNER r- PERMIT TE: 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 if �A ` FURNISHED BY — '; 'Ai ' ` Lea +� Z� Go No. ^ W Fee /DD- � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppliLation for Misposal *pstrm Construction permit Application for a Permit to Construct( ) Repair X Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 3�Y17�10�' Oy er's e, dress,and No. AAA 69 A io `�R � Assessor's Map/ParcelA otvk'fjt Installer's Name dd s,and%1.No. D(eessig er's Name,cAddress,and Tel.No.(�M 17) 75 o44 NOW ke ype of Building: / �9 a Dwelling No.of Bedrooms W Lot Size o(�' td sq.ft. Garbage Grinder( ) Other Type of Building �7 No.of Persons Showers(6) Cafeteria( ) Other Fixtures :5 q%py('�j pQF� b& Amrie �,Alf / r Design Flow(min.required) gpd Design flow provided gpd Plan Date Q/, Number of sheets 10 Revision Date Title Od7 Size of Septic Tank ct q Type of S.A.S. Description of Soil ke4a 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 t Environmental Code and not o place the system in operation until a Certificate of Compliance has been issued by this Boar Heaalt . r e Date Application Approved by Date r x/ Application Disapproved b Date for the following reasons Permit No. � /`� ?L Date Issued pv No. a, + �• Fee i u THE4C;,OIVIMONWEALTH OF MASSACHUSETTS Entered computer: Yes u PUBLIC HEALTH DIVISION - TOWN OF•°BARNSTABLE, MASSACHUSETTS Zipplication for Misposal *pstrm Construction Vtrmit Application for a Permit to Construct( ) Repair( Upgrade„(' ) Abandon( 5) Complete System El Individual Components t Location Address or Lot No. IpiY1x �I akeO er's N e, ddress,and Tel.No. ��49•®+ r t�G l(X �R �'�ovrtr 2 V � Assessors Map/Parcel i/C �, L/Q AIC A�A ®dd�d Installer' Oa rA. s Name, ddress,and el.No. " Designer's Name,Address,and Tel.No.( '° �► AtJO pe of Building: - ak' w 1� Nn0� Oa Dwelling No.of Bedrooms �_lJ Lot Size -� ® � sq.ft.' -Garbage Grinder( ) Other Type of Building �,( � No.of Persons Showers(�) Cafeteria( ) ' Other Fixtures lel l��Qi"2&•L. Design Flow(min.required) �� gpd Design flow provided ( gpd " Plan Date Q At ,- Number of sheets Revision Date Title '-, � Itf (� ' Size of Septic Tank /. �L Ian 9 4/ _ Type of S.A.S. _ 3 Description of Soil ature of Repairs or Alterations(Answer when applicable) �j ��� _ E `v t Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in .« i 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 f Health. f / i e• 2 �. Date 4!� Application Approved by i Date / Application Disapproved b Date for the following reasons Permit No. �/ �{ Date Issued ________________________________________.-___.__._.___.__.____.__.____.___.___.______.___._______.__________-_---_____-____.___________-______________ - a. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifirate of Compliance THIS IS TO CEPRAII ` tha t)he O -sitee SewaggJe,Di posal system Constructed( ) Repaired( ) Upgraded [ Abandoned( )by ,,l"1 at rt . s ! s has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.;Nf)_-Zli dated j1 15 I-ag Installer. 1 Designer #bedrooms Approved design flow A! 6 gpd The issuance oft pe , shall not be construed as a guarantee that the system will c designed. . j.. Date I� it� �'(� Inspector No. {`� ( Fee ' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem ColtstrUction Vtrmit Permission is hereby granted to Construct( ) Repair( ) Upgrade( Abandon( ) j System located at A,36 F,4tw7o wno Pet) �A-f-T 1001.1,Y AqI L4,5' 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:Co struction must be completed within three years of the date of this pet /' Date �, / Approved PP y TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(568)771-7502 Fax:(508)771-7622 Date: November 9th, 2015 To: Dave Stanton Total No.Pages: Health Dept. 200 Main Street BN Job No.: 2014-049 Hyannis, Mass. 02648 Subject: 3635 Falmouth Road Marstons Mills,MA cc: Files We are sending you ®Attached ❑Under Separate Cover ❑Via Fax(No. of pages including Transmittal Sheet) ®First Class Mail/Registered#: ; ❑ Overnight ❑ Pick up ❑Hand Delivery The following documents: ❑Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑ Change Order❑ Shop Drawings ❑Reports/Calculations ® Other DATE COPIES NO. PAGES DESCRIPTION 11/4/15 1 1 Installer&Designer Certification(original) These items are transmitted as checked below: E For Your Use ❑As Requested ❑Returned For Corrections ❑ For Review And Comment ❑For Approval ❑For Distribution Remarks: As required. Steve Wilson 0:\2014\2014-049\ADMfMTRANSMITTALS\2014-049-BoH-Installer&Designer Cert 11-4-15.doc Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. n 4W • • Town of Barnstable Regulatory Services Richard V. Scali, Interim Director * snitrtsraBM MAM � Public Health Division 16390. '''Fo►�r►+" Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# api 5- Zy/ Assessor's Map\Parcel 07 00q Designer: [3 Q r.4- r N( r__ Installer: Address: 79 Q o y-� 54-� Address: lo-o. 1'3v x Sl 1 �(�avw►ts , oLGo� YYI�r� Ihl�1(s 0Z64V8 On - was issued a permit to install a Z 2T� 2alS t� F-( Crn�tsh�,�koh (date) (installer) septic system at .3635 Rzi H-a-K QJ ,t/1 mhps 4J,(Ls based on a design drawn by - ' (address) 13ii r--K dated 7&-i f Zcil 5 (fiesigner) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms e I\A a oval lett s (if applicable) � ZN OF ly4ss'40y p STEPHEN G ALLYN T4 ns na T '0 MLSON \ No.S0216 j esigner's Signature) (Affix I , ignet's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc �Q�(f i Town of Barnstable Regulatory Services Richard V. Scali, Interim Director BARNSTABLE,� Public Health Division Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date://-3-/5' Sewage Permit# Zo/5-2y/ Assessor's Map\Parcel O o0 Designer: Installer: S6eff- Se4;1lino Address: ?d Nk ,o 54 Address: ?2 3rrQ� �nfrti 12a0 Idu�.,►;�s o2co � bs�vy�/lc oZ`SS On 7 z? 20!S ScoF S4i l 1 h was issued a permit to install a (da e) (installer septic system at 3.35 Fb l r►•.o,,!-c. r;42al based on a design drawn by (address) 13 e e ,_ dated 7lZ (des er) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters (if applicable) P�ZH OF MqS � O STEPHEN G g ALLYN ( nstaller''s Signature) 0 wRLsoN No.30216 A9�.F9F�lSTEP�G I Designer's Signature) (Affix D p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc Health Master Detail Page 1 of 1 �o Logged In As: TOWN\miorandd a Health Master Detail Tuesday,October 18 2016 Application Center Parcel Lookup Selection Items lParcel Septic Perc Well I Fuel Tank Parcel:077-004 Location:3635 FALMOUTH ROAD/RTE 28,Marstons Mills Owner:CROCKER,JAMES H JR TR Business name: Business phone: Rental property: El Deed restricted:❑ Number of bedrooms Contaminant released: Fuel storage tank permit: ❑ 1 SaWParcel Changes. f Return to Lookup. Parcel Info Parcel ID: 077-004 Developer lot:LOT A Location:3635 FALMOUTH ROAD/RTE 28 Primary frontage:785 Secondary road:PRINCE AVENUE Secondary frontage:320 Village:Marstons Mills Fire district:C-O-MM Town sewer exists at this address: No Road index:0522 Interactive map rf, Town zone of contribution:AP(Aquifer Protection Overlay District) State zone of contribution:OUT Owner Info Owner: CROCKER,J.AMES H JR TR Co-Owner:CROCKERS CORNER REALTY TRUST Streetl:PO BOX 496 Street2: City:OSTERVILLE State:MA Zip: 02655 Country: Deed date:6/20/2014 Deed reference:28216/78 Land Info Acres: 2.00 Use: Multi Hses MDL-01 Zoning:RF Neighborhood: 0104 Topography:Above StreEt Road:„Unpaved Utilities:„Septic J Location: Construction Info Building No'e "'Toss Area-iving Arez Bedrooms Bathrooms 1 19ar 549 644 3 Bedmoms Full-1 Half 0 64 08 2 Bedrooms 1 Full-0 Half 1920 60 40 1 Bedroom 1 Full-0 Half Bu dings value:$132,100.00 Extra features: $38,200.00 Land value: $9 ,100.00 http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=077004 10/18/2016 i Health Master Detail Page 1 of 1 ter��yy+� r s Wgcjed In.As: TW)N\mlorandd Health Master Detail rpeeday,October is 2016 Application Center Parcel Lunkun selert:lon Items' Parcel I septic Perc ( Well 1 Fuel Tank� 1 Parcel:077-004 Location:3635 FALMOUTH ROAD/RTE 28,Marstons Mills Owner:CROCKER,JAMES H JR TR Septic 1,7/27/2015 1 New Septic... Permit number: 2015-241 Permit type:I Upgrade Complete system: QJ [slue date: 7l27/2015 Complete date: 11/4/2015 rras Septic tank size: 1500+1000 Type/size or SAS: (2)pipe&stone trenches(64'x 3'x 2') Installer:FsheldS,Scott S. N Card on file: I/A service type: Select S2NICe V Innovativej Alternative Technology type: SBIQCt GcIA type Variance date: Abandon complete date: .I':.f:.a. Abandon permit number: Repair deadline date: Repair notification date: Keyword: Comments: ' 6BR"*NEED ASBUILT*" YJ ��Delete Septic��� fNew Inspection..... Number Inspection Date Inspector Result ------------ 10 Select Inspector Select result Received Date Comments 10/18I2016 v SaveSe --_a ptic Changes � Return to Lookup l http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=077004 10/18/2016 f Town of Barnstable FRECEIPT.1 MASS, 200 Main Street, Hyannis MA 02601 508-862-4038 039. Application for Building Permit Application No: TB-16-3075 Date Recieved: 10/18/2016 Job Location: 3635 FALMOUTH ROAD/RTE 28,MARSTONS MILLS Permit For: Building-Addition/Alteration-Residential Contractor's Name: TRI-S DEVELOPMENT CORP. State Lic. No: 170270 Address: 72 BRIAR PATCH ROAD, OSTERVILLE, MA Applicant Phone: 02655 (Home)Owner's Name: CROCKER,JAMES H JR TR Phone: (Home)Owner's Address: PO BOX 496, OSTERVILLE,MA 02655 Work Description: Put Foundation under structure in detail of plan of accessory structure(guest house) Total Value Of Work To Be Performed: $3,500.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued, it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: TRI-S DEVELOPMENT CORP. 10/18/2016 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $3,500.00 Date Paid i Amount Paid Check#or CC# Pay Type i7 Total Permit Fee: $85.00 j 4 Total Permit Fee Paid: $0.00 �µ _ m THIS IS NOT A PERMIT . Town of Balrnstable P it 3 oittte>IJ o Department of Regulatory Services i BABNSTABLE. Public Health Division Date O y MASS. 1619. 200 Main Street,Hyannis MA 02601 plED MPt Date Scheduled Time Fee Pd. vD 39 Soil Suitability Assessment for Sewage Dispos l Performed By: Kgdn ( Q�i� + F5 Witnessed By: LOCATION& GENERAL INFORMATION Location Address (o3.1 Fw � ov1-b1 (d a:ae{� Owner's Name ��jgl�evd Arvi¢v (�,- m ers 4r�✓tS r�'tt lI 6 Address PIC3 1" tV16 1 0-,}Xyutl i-c Assessor's Map/Parcel:_VVt4.y.).: ,077.,�_. 4�`�r�I 6ej Engineer's Name 34x�er Q�C NEW CONSTRUCTION REPAIR __ Telephone# Land Use rc e1fQoN+he( Slopes(%) ©— 3p7� Surface Stones A?npe Distances from: Open Water Body ft Possible Wet Area 2oy ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) _ r,i C Flyt rjSl Parent material(geologic) !J(U ci 41 Lkj± jr_js!a Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment tt. Index Well# Reading Date: Index Well level Adj.factor. Adj.Groundwater Level PERCOLATION TEST Date 4 / Time Observation Hole# Time at 9" Depth of Perc y8" yz r t Time at 6" Start Pre-soul(Time a /I S2� !'1:457 Time(9"-6") End Pre-soak Rate Min./Inch n e h 4. fa se, Site Suitability Assessment: Site Passed Site Failed:. Additional Testing Needed(Y/N) Original: Public I-lealth Division Observation Hole Data To Be Completed on Back----------- ***If percolation testis to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. U Q:FIEALTH/W P/PERCFORM DEEP OBSERVATION HOLE LOG Hole#�_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.°°Grave6 ® — art Is 54'k4 )0 Y12, — �„ 120 413 l,o ch,r Sa 10 Y IR 5�40 J 1211`�i� R�Q. Sci 16 `>'IZ sly C Me-4, S4.L4 10 ly 2 �/�o — /fo Gw o�suvvta0 DEEP OBSERVATION.HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 0 - 3 d 3,` Q,o �� L(O4My SuR� /o yrz y/Y 46amr /0 54 Cz M-ed, 54,to/ /0 Yt '6/3 Mo G, ohscr DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co isle c el O — v A 1,e o»� S 4n C/ I t7 `I rz 3/2 10 YK 416 �- �fi'�v /ZGa ma, Saws Io qK 7/7 9 o aQ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,°°G e keja-t Sarj /0 PH ''/3 A IIGIlZOIr Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes �C 1 Within 500 year boundary _ No K Yes Within 100 year flood boundary No-)L Yes Depth of Naturally Occurrin 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 pervious material? Certification I certify that on tAliyy ,I li9�. (date)I have passed the soil evaluator examination approved by the Department of Enviromn ltane Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date Q:H EALTH/W P/PERCFORM i 100, Z '' Spas?• \ / X�5 _ EXISTING p \ � HYDRANT \ � C) 73 t\t tt\ot t\ \ttttt tt\11\1tt\\ `ttt \ (Jill I x 1 \ t x-57�-------- 62 \ 66 I462 t t \\�t\\\a t\\� \ W\ G�N \v MHB-CBE/FND x6��5 \�� xml!5\ �\ �\ t\t\\ \\\t \ \ N 6/24/14 i 53�- \ _ ` \ F!� pIA\ bCATION EXISIIN \.S \�99YY5SAM PER INSPECTION 0 x62.7 i \\ 0\9� I\t \ � `\\\\t\tt\ / _x61.9 m x62.5 06 3 �1I x62.8 63 ---------\ 6�3 )4�6.5 \ `' / e�. .8/ / ` 6.3 x63.6 / 5 6� x 63/4,� /'� A54.8 O / �r ✓ ' 8 / Va �t // / EXISTING GRAVEL i 8•-0" 24•-6•' NOTES: 12'-9 6-6" 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS MARVIN B C MARVIN &DIMENSIONS IN THE FIELD INTEGRI INTEGRITY ITDH3056 AS A5 ITDH3056 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, G E W DETAILS,&FINISHES IN THE FIELD WITH OWNER 4,/ 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT \ x4 LCL�JBIFOLD •6 FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR BATH MARVIN4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS INTEGRITY'"9'-4" 12'-10" IAWN2523 N STATE BUILDING CODE;8TH EDITION AMENDEMENT&IRC2009 ON GABLE oEND ABOVE 5.) 110 MPH EXPOSURE B WIND ZONE TALL BE ROOM CAB. REF LIN. 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING MARVIN (VAULTED) 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD INTEGRITY 01/2" 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY BAXTER NYE FOR ALL ITDH3056 PROPOSED&EXISTING DETAILS RED TEMPE L-dUP c;+ TO"x 6'8" 3'0"x 6'8' TO"x 6'8" PKT.DOOR 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF MARVIN ALL SIMPSON COMPONENTS INTEGRITY KITCHEN TO"x6'8" ITDH305s 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS © TO BE 3000 PSI 9 —� RANGE (VERIFY KITCHEN O O 1 AYOI IT Oil OW R) 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION -O Dwi SINK DECK 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE EGRESS 3•-6•' DI IN s•-0" s•-6' 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED - PLATFORM 3'o"xs•6" 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF MASSACHUSETTS WIND SPEED MAPS 0. 15.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS 21 W/OWNERS PRIOR TO START OF CONSTRUCTION A5 C 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY A5 EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION MARVIN MARVIN INTEGRITY INTEGRITY INSTALLER/CONTRACTOR. o� ITDH3056 ITDH3056 17.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED MARVIN MARVIN _ INTEGRITY LIVING I I INTEGRITY ITDH3056 (VAULTED) ITDH3056 — NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE q JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING GAS A q5 F.P. q ROOF FRAMING: q5 BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END MARVIN _ MARVIN WALL FRAMING: ITDH2256 _ ITDH2256 TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES 1'-11" V-5" 1•-5" 1'-11'• FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST T-4" 5'4" 3'-4" BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1 Od EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST 12'-0" JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1 Od PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST - BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT FIRST FLOOR PLAN ROOF SHEATHING: ,) WOOD STRUCTURAL PANELS(PLYWOOD) - RAF]EHS OH TRUSSES SPACED UP TO 16'o.c. 8d 10d W COCC/6"HELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD (1 GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6'FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD OO SMOKE DETECTOR W/STRUCTURAL OUTLOOKERS IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS 1 GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ©CARBON MONOXIDE DETECTOR CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) I. WALL SHEATHING: FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL WO D EL (PLYWOOD) U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE - 1' STUDS SPACED UP TO 24"o.c. 8d 10d 3'EDGE/12"FIELD 0.32 0.60 49 20 30 15/19 10(2 FT.DEEP) 15/19 _ 1/2"&25/32"FIBERBOARD PANELS 8d — 3"EDGE/6"FIELD ,1 1/2"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD . NOTES: FLOOR SHEATHING: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS.". - WOOD STRUCTURAL PANELS(PLYWOOD) 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 1"OR LESS THICKNESS Bd 10d 6'EDGE/12"FIELD OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL GREATER THAN 1"THICKNESS 10d 1sd 6"EDGE/6"FIELD 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS ERRORSIGNER OROMIS LL IONS AREFOUOIFANV SCALE DRAWING NO. COTUIT BAY DESIGN, LLC RE BUILT COTTAGE FOR: THESE DRAWINGS PRIOR FOUND ON THESE DRAWINGS PRIOR DI START OF 43 BREWSTER ROAD WILLCONSTRUCTION.THE BE RESPONSIBLE FOR ITHE CONTNG ENTTOR 1/411 MASHPEE ,MA. 02649 3635 FALMOUTH ROAD DESIGNIN EDRF MY INGSERRORS RORSOR OMISSIONS. �`�` UCTION COMMENCES WITHOUT NOTIFYING THE PH. (508) 274-1166 OF THE OWNER NOTED,AS OTHER USE OF DATE : od THESE DRAWINGS ARE SOLELY FOR THE USE ( > MARSTONS MILLS, MA CONSENT ETOF THE DESIGNER OTHER THE OF Al FAX 50 539-9402 THESE DRAWINGS REQUIRES THE WRITTEN 10/31/2016 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. s 12 12D 12 6t TYP.PVC 1 x 8 RAKE BOARD W/1 X 3 DRIP BOARD TOP OF PLATE TOP OF PLATE TYP.PVC 1 x 4 TRIM W/2"SILL I TYP.ASPHALT ROOF m 12 SHINGLES - - 10t SECOND FLOOR SOF IT BOARDS FASCIA,FRIEZE. SECOND FLOOR SU_BFLOOR SUBFLOOR _TOP OF PLATE _TOP OF PLATE y TYP.PVC 1 X 6 CORNERBOARDS TYP.W.C.SHINGLE IFSIDING 5"TO WEATHER Li IRST FLOOR - FIRST FLOOR SUBFLOOR SUBFLOOR EAST ELEVATION NORTH ELEVATION 12 D 12 12 6t� TOP OF PLATE TOP OF PLATE DUJI SECOND FLOOR ® SECOND FLOOR SUBFLOOR SUBFLOOR TOP OF PLATE TOP OF PLATE D D FIRST FLOOR FIRST FLOOR SUBFLOOR _ SUBFLOOR VEIE R,ill I�1 /000 FFF WEST ELEAVTION m 0 n SOUTH ELEVATION 00 COTUIT BAY DESIGN, LLC RE BUILT COTTAGE FOR: GNER SHALL BE NOTIFIED IF ANY ERRORS IOROMS THE BUILDING SCALE . IL-\ �„ THESE DRAWINGS PRIOR TO START OF DRAWING NO. 43 BREWSTER ROAD CONSTRUCTION IBLEF FOR CONTRACTOR 1/4" - 1'-O"' WILL BE RESPONSIBLE FOR THE CONTENT IN S IF MASHPE`E MA. 02649 3635 FALMOUTH ROAD DESIGNER OFAN ERR CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE A2 DESIGNER OF ANY ERR ARE ORS OR OMISSIONS. PH. (508ul1`1274-1166 OFTEOWNER OTED,ALELYFORUSEUSE DATE : ( V) MARSTONS MILLS MA CONSENT ETOF THE DESIGNS OTHER USEOF FAX 50 539- 166 THESE DRAWINGS REOUIRESTHEWRITEN 10/31/2016 CONSENT OF THE DESIGNER UNDER THE ACT OFECCTTDURAL COPYRIGHT PROTECTION 24.-6., � 6._0.. 24'-6" B C DROP TOP OF 2'-0" A5 20'-6.. A5 Z-0" 2.1" 5'-11" 12'-0" WALL AT WALK 5'-2 7/8" 6'-9 118" OUT WALL 5•_p" 8'-9". 3'-W 3'-6" MARVIN �MARVIIN (3)VERTICALLY C INTEGRITY TEGITYSTACKE MARVIN MARVINA5 ITDH3656 pJj3656— INTEGRITY IAWN INTEGRITY A5 ———— ———— — —— 2523 WINDOWS ITDH3052 — — — — I —— — — — — (3)VERTICALLY 4 x 6 POST UNDER I STACKE MARVIN MARVIN ~ END OF BEAM I ( INTEGRITY IAWN INTEGRITY 2523 WINDOWS ON - IAWN2523 i I I I I 3•-2" m � I I I o OPEN TO I C I I BELOW 9 112"wolsrs @ 16°o.o. I LOFT I BASEMENT BEANI I ? 4 I (4"CONC.SLAB W/ Pa —— —J ¢< 6 MIL POLY UNDER) _ I I I I I I I - I I _ 12'-6" d( P.T.2 x 8's 16"o.c. MULTI LVL GIRT - o —— MARVIN MAI VIN C INTEGRIT) INT GRITY A5 —1 BEAM PKTBEAM IAWN2519 IAIA N2519 c Ell3-P.T.2 x 10's B x I B FASTEN JOISTS TO BEAM W/SIMPSON A5 r n I H2.5A TIES 5 T-10" 5' ' 1'10- - I 6'-3" 6'-3" 12"DIA.CONCRETE I V-6" 9'0"SON 2 S TO 4'0" I I BELOW GRADE.USE 3{' I S IMP SON ABU44 o I 12'-6" m POST BASE I tO P.T.2 x 10 LEDGER BOARD LAG BOLTED TO I. Ud I SOLID BLOCKING W/(2)LEDGERLOK BOLTS tO F I 16"o.c.W/JOISTS HANGERS O I I NEW 8"CONCRETE FOUND. --fix WALLS W/#4 VERTICAL BARS AT 36"D.C.&(1)HORIZONTAL BAR AT TOP&MIDDLE OF WALL& 8"x 18"CONCRETE FOOTINGS A W/2 X4 KEYA A A A5 I I AS A5 A5 12'-0" 12'-0" I I FOUNDATION PLAN SECOND FLOOR PLAN I INSTALL FLASHING UNDER 15" INSTALL MAX.W/5/8"SIMPSONSIMPS TITEN 5/ANCHOR BOLTS AT HOUSEWRAP&DECKING 48"D.D. AX.W/S WITHIN 6"-BPS F EACH BEARING PLATES 1 [ PLACE BOLTS WITHIN 6'-15"OF EACH CORNER AND 6" 9" TO A 8"MINIMUM DEPTH.BOLT LENGTH IS 10". I DECKING t{ 1O _� Q FLOOR JOISTS O P.T.2 x B's @ 16"o.c. -- I I INSTALL PEEL&'STICK o RUBBER MEMBRANE BETWEEN LEDGER& Z P.T.2 x 6 SILL W/SEALER SHEATHING o P.T.2 x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(2)LEDGERLOK BOLTS 16"O.C .W/JOISTS HANGERS DECK DETAIL ANCHOR BOLT DETAIL TH��// ERRORS IOR OMISSIONS ARE FGNER SHALL BE IOUND ON FIED IF V SCALE : DRAWING NO.: " EE I ( C�]OTUIT BAY DESIGN, LLC RE-BUILT COTTAGE FOR: THESEDRAWIN,THE BUILDING STCONTR IL-�\ 4J BREW STER ROAD WILL BE RESPONSIBLE FOR ITHE CONTENT TOR 1/4" - 11-OIL MASHPEE MA. 02649 3635 FALMOUTH ROAD IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE PH. (508 274-1166 TOF HESE OWNER NOTE SOLELYFER THE USE ( �� (] MARSTON S MILLS MA CONSENT TOFTHEOTED ANY OTHER USE OF FAX 50 53"-9402 THESE DRAWINGS REOUIRESTNE WRITTEN 10/31/2016 CONSENT OF THE DESIGNER UNDER THE ACT ARCHITECTURALOF COPYRIGHT PROTECTION IN 24'6" I I 24.6" 12'-0., 4 X 6 POST FROM RIDGE DOWN TO 3-1 3/4"X 9 1/2"LVL HDR. g C EACH END A5 A5 DOWN TO FOUNDATION A5 g " A5 .1' 0 2K,2J 2K,2J - L 1 LVL BEAM ,� � 2K2J \\ O j 4 \\ _� 2K,2J d 1- i - MUL I VL RIDGEBEAM ! 2 x 12 RIDGE BOARD — - m i. BALLOON FRAME N THIS WALL W/ O BLOCKING 0 Q m I J 4 x 6 POST UNDER END OF RIDGE BEAM DOWN TO FOUNDATION MULTI I VI BEAM ' 4 x 6 POSTS UNDER EACH - END OF BEAMS DOWN TO FOUNDATION T�lg 8 " C g A5 A5 A5 72'-6" (SHED D RMER) 2K,2J C I 2K,2J w m w C, 0 2J > 2J SOLID 2 x 8 BLOCKING IN THE OUTSIDE TWO RAFTER&CEILING JOIST DAYS @ 48'o.c.,ALLOW SPACE FOR AIR FLOW ON THE UNDERSIDE OF ROOF 2K,2J 2K,2J SHEATHING I A q A A A5 A5 A5 A5 NEW 4 x 6 POST FROM RIDGE TO 3-1 3/4"x 9 112"LVL HEADER TYPICAL ASPHALT 12'-0" OVER GABLE END WINDOW.4 x 6 ROOF SHINGLES POSTS FROM WINDOW HEADER 12'-0" DOWN TO 3-1 3/4"x 9 1/2"LVL 5/8"CDX PLYWOOD SHEATHING HEADER OVER GAS FIREPLACE 2 x 12 RAFTERS 15#FELT PAPER W/POSTS DOWN TO FOUNDATION SECOND FLOOR FRAMING PLAN WIND WASH SIMPSON H 2.5A HURRICANE CLIPS ROOF FRAMING PLAN BARRIER �� 3'0"WIDE ICE/WATER SHIELD ALUMINUM DRIP EDGE NOTES' 1 x 8 FASCIA BOARD 1.) ALL ROOF RAFTERS TO BE 2 x 12's 1 x 3 STRAPPING W/ UNLESS OTHERWISE NOTED v2"GYPSUM BOARD 1 x 4 SOFFIT BOARD )2. USE SIMPSON H2.5 HURRICANE CLIPS 1 x CONT.VINYL SOFFIT VENT AT ALL RAFTERS ENDS i 1 x 3 SOFFIT BOARD 3.)VERIFY GUTTER TYPE/LAYOUT TYP.2 x 6 WALLS 1 3/4"CROWN W/OWNERS 1 x 6 FRIEZE BOARD DETAIL AT WALL SCALE: 1/2"=1'-0" I ` COTUIT BAY DESIGN. LLC RE BUILT COTTAGE FOR• THE DESIGNER DRAWINGSSHALL PRIOR NOTIFIED IF ANV SCALE : (�A1 E DRAWING NO. : Imo—\l ERRORS OR OMISSIONS ARE FOUND ON SC L 00 �/��cT o o THESE DRAWINGS PRIOR TO START OF Ea 43 BREWS I Ell ROAD WILL BE RESPONSIBLE FOR CONSTRUCTION.THE IT ECONTENTTOR 1/4" = 11-0" MASHPEE MA. 02649 3635 FALMOUTH ROAD DESIGNIN ER OFAN E RORS OR MI SI ON COMMENCES WITHOUT SOLELYI FOR HE TH 7 A4 o '7 DESIGNER OF ANY ERRORS OR OMISSIONS. DATE : E PH. (503 2'4-1166 TOF HESE OWNS GS NOTE SOLELY FORTHE USE ( �� MARSTONS MILLS MA CONSENT TOF THE DE OTHER USE OF FAX 50 539-9402 THESE DRAWINGS REOUIRESTHE WRI TEN 10/31/2016 CONSENT OF THE DESIGNER UNDER THE ACT OF ARCHITECTURAL COPYRIGHT PROTECTION MULTI LVL RIDGEBEAM 2 x 6's @ 16"o.c. 12 ` 12 TOP OF PLATE 1/2"GYP.BOARD ON 1 x 3 STRAPPING @16"o.D. TYP. ROOF CONST. _ '- -2 x 12 ROOF RAFTERS @ 16"D.C. 518"COX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES - -15LB.FELT PAPER -11"HI-R BATT INSULATION LIVING _ CONT.RIDGE VENT @ SLOPED CEILINGS(R=38) -11"BATT INSULATION 2 x 6's @ 16"ox. @ FLAT CEILINGS(R=49) 3/4"T&G PLYWOOD -2 x 12 RIDGE BOARD SUBFLOOR-GLUED&NAILED -SIMPSON H 2.5 HURRICANE CLIPS FIRST FLOOR - AT ALL RAFTER ENDS SUBFLOOR P.T.2 x 6 SILL / 12 -ICE/WATER SHIELD AT BOTTOM 9 1/2"1-JOISTS @ 16"o.c. W/SEALER 12 / / 12 -PROP A ENT BETWEEN RAFTERS WIND WASH BARRIERS :ALUMINUM DRIP EDGE NEW 8"CONCRETE FOUND. / - BOTTOM OF 2 x 10's 16"o.c. CEILING JOISTS _ WALLS W/t14 VERTICAL BARS AT 36"o.c.&(1)HORIZONTAL BAR FULL AT TOP&MIDDLE OF WALL& / / 8"x 18"CONCRETE FOOTINGS — ——— -- / BASEMENT W/2X4KEY // / CONT.SOFFIT VENTS / DAMP PROOF WALLS BELOW GRADE 43- TOP OF SLABBEDROOM #2 TYP.WALL CONST. 1.2 x 6 STUDS @ 16"o.c. SECOND FLOOR. 2.112"PLYWOOD SHEATHING ASECTION @LIVING DBFLDDR 3.6"(R=YP BATT INSULATION 1/2"I-J ISTS @ 16"o.c. 4.W. GYPSUM BOARD TOP OF PLATE 5.W.C.SHINGLE SIDING MULTI LVL BEAM6.TYVEK VAPOR BARRIER 11 716'L&BEAM 12 LIVING BATH V -U � 12 _.. H [ 3/4"T&G PLYWOOD SUBFLOOR-GLUED&NAILED FIRST FLOOR SUBFLOOR TOP OF PLATE 9 1/2"1-JOISTS @ 16"D.C. 1 9"BATT INSULATION(R=30) 3-1 3/4"x 11 7/8"LVL BEAM BEDROOM °° FULL m BASEMENT 4"CONC.SLAB W/ - FIRST FLOOR 6 MIL POLY UNDER P.T.2 x 8's @ 16"o.c. F SUBFLOOR TOP OF SLAB Y. 9 1/2"1-JOISTS @ 16"D.C. . 3-P.T.2 x 10's W/FASCIA I � 12"DIA.CONCRETE ` SONOTUBES TO 4'0" BELOW GRADE.USE tD SIMPSON ABU44 FULL POST BABE BASEMENT. o g SECTION @ BATH/LIVING A5 P.T.2 x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(1)LEDGERLOK BOLTS TOP OF SLAB 16"o.c.W/JOISTS HANGERS AT BOTH ENDS 71i SECTION @ BEDROOM A5 COTUIT BAY DESIGN, LLC RE BUILT COTTAGE FOR: THE DESIGNER DRAWINGSPRIORT NOTIFIED STARIOF SCALE_ ERRORS OR OMISSIONS ARE FOUND ON DRAWING NO. THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD WO U.S BERES ONSIBLEFORTHECONTENTTOR 1/4" — 1'-011 MASHPEE MA. 02649 3635 FALMOUTH ROAD DESIGNIN ED OF MYSRORS IF RMISSI o TRUCTION COMMENCES WITHOUT NOTIFYING THE PH. (508)274-1166 DESIGN OWNER NOTED.AS OTHER USEO DATE A5 THESE DRAWINGS ARE SOLELY FOR THE USE FAX (50$) 539-9402 MARSTONS MILLS, MA OF THE TO FTHEOTEIGNER OTHER USE OF. THESE DRAWINGS REQUIRES THE WRITTEN 10/31/2016 CONSENT TU THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. -- a0-0 -- -- T-8 � A 4A � ilIOTES: 4 � ,�, I `r _ I 1.) CONTRACTOR IS 1.0 VERIFY ALL EXISTING CONDITIONS V / '_ .� �� I &DIMENSIONS iN THE FIELD \ 3'6'xd•6'/ ;o•xe•s• 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, \.SITYJ MARVIN Z7 DETAILS,&FINISHES IN THE FIELD WITH OWNER INTEGRITY Ll 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT BENCH FIRST FLOOR TO BE 6•-8"ABOVE SUBFLOOR REMOD GUD:NG �' O DINING '<, O°°R 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS BATH 2' x - '——_. Q ;I I STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 NE --�=1-- P D =_` 5.) 110 MPH EXPOSURE B WIND ZONE 3.�. tt L—— - It _ °O 9 3'-6' ,'I + rvRAMIN xs U,j A6 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, CLOS. NEW POST ON WALL r r FRAMING AT L.. _Ti ~I /—NEW POSTON WALL OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING FROM RIDGE DOWN 1 fAtRS t_'4 FROM RIDGE DOWN TO FOUND. FROM v TO RI D. 7•) ALL LVL LUMBER/BEAMS TO BE 1.9e L/'360 LOAD REMOD. FIREPLACE - _=- - -- - 8-) SEE CERTIFIED PLOT PLAN DEVELOPED BY BAXTER NYE FOR ALL A (2)1'6"x6V LIVING INSERT --- --- -------' RE-BUILT PROPOSED&EXISTING DETAILS DOORS 2 x 6 FLOOR JOISTS 2 x 6 FLOOR JOISTS REF I I DECK 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF - RE-BUILT @16•ar UP @1G.O'r ALL SIMPSON COMPONENTS BEDROOM (INSTALL MID-SPAN (INSTALL MID-SPAN 4 BLOCKING) BLOCKING) I 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS 4'3`C TO BE 3000 PSI -� REMOD. RANGE �C --------' 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE KITCHEN I; DURING FRAMING CONSTRUCTION 0 4,-2. -� x A m (VERIFY KITCHEN t' LAYOUT W/OWNER) 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE tx - cLos. D W I I 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED OW SINK OW � r 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF S.L S.L B e e MASSACHUSETTS WIND SPEED MAPS B -NLvvB 15.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS A6 COVERED AB VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS PORCH W/OWNERS PRIOR TO START OF CONSTRUCTION B A 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY A6 W/ 6 x CASING &S' EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION T-3' T.3 4'-9` q•_g• NN P.T..T CASING 8 B' HI BASE INSTALLER/CONTRACTOR. 14•-6' g'-6• C 2v-6• T-6. 17.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED FIRST FLOOR PLAN WINDOW SCHEDULE LEGEND: TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS `A MARVIN ITDH3056 2'-6 1/2"x 4'-8 1/4" DOUBLEHUNG O EXISTING WALLS B ITDH3040 2'-6 1/2"x3'-4 1/4" DOUBLEHUNG - CONSTRUCTION TO BE REMOVED C " IAWN2923 2'-5"x 1'-11 5/8" AWNING UM NEW CONSTRUCTION D " ITDH3052 2'-6 1/2"x 4'-4 1/4' DOUBLEHUNG 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS `��) A WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS©SMOKE DETECTOR 2.MARVIN INTEGRITY WINDOWS W/GRILLES BETWEEN THE GLASS,WHITE '.h (D CARBON MONOXIDE DETECTOR EXTERIOR/INTERIOR W/STD.HARDWARE&SCREENS ;".D XLL. IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS — CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION �'+ 03 F;" 5UE-T U BAXT45AB RE TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) T FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL R NT WALL FLOOR BASEME BASEMENT SLAB CRAWL SPACE WALL Val U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE -VALUE R-VALUE R-VALUE 0.32 060 49 20. r^`^� 30 15119 10(2 FT.DEEP) 15119 u_ '_4 NOTES: C3 M 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. ` 2.10113 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS YNE 6 �j••�vp^_ ERRORS RSIORO SHALLSAREFOEDIFAm• SCALE : DRAWING NO. : II /� NEW 'lD �/ E, 1 1�! ' � //''may EF`ESEGR OMISSIONS AREFWXD ON TI " DESIGN• LLC I�E i i �'J0../�I�I� III"-""' � � �y FOR: COSEORAWtnu ESUt TO aT_M CO I J!T 6/A 1 d� �� �J ®9 �/= i BERESPoN aul FOR THE CONTENT R 1/4" - 1 -0' 43 BREWSTER ROAD IN TNESE ORAWINGS IF CDNSTRUCION COMMENCES WITHCUT NDYIFYING n E MASHPEE MA. 02649 3635 FALMOUTH ROAD � DESIGNER OF MY ERRORS OR OMISSIONS. DATE l THESE DRAYANGS ARE SOLELY FOR THE USE PH. (508 274-1166 OF THEOWNERNOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN FAX(50 )539-9402 MARS TO N S MILLS, MA CONSENCYIJR E OPYRI HTPRO RTHE 2/12/2015 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF Im. L I A6 D o D D, u x y26 z66, M � c A Ci / I I xs' J i EXPAND- BEDROOM I BEDROOM 1 � •'I (VAULTED CEILING) 3'2" ROOF ; _�_.I_ I !� NEW 2-2x OCEILING BELOW D EXPAND. I '' I JOIST BEA (FLUSH I - PosTDwNTo MASTER a'sxas:! I ; FOD:1O. zcra GEDROC I' RIDGE C -_- -- - - I - \% - _- ' CLOS,'. - GLOB. `-4x 6 POST IN NEW MULTI LV o WALL DOWN JOIST BEAM I TO FOUND. 4:8 POST IN WALL DOWN TO FTG.IN 2'8"x 6'6' -_ __ (VAULTED CEILING) BASEMENT 0 ; S' Ui WR. C SHWR. HALF _. WALL I _ NEW 5-TUB/ :' ^NEW BATH SHWR BATH O CLOS. I/ O (VAUL 6CEILING) SH. D D D EXIST.2 x 6 RIDGE R - NEW MULTI LVL RIDGEBEAM B W/POSTS DOWN TO FOUND. AS A6 12 AT EACH ENO OF BEAM A C EXIST 2 z 6's(r}24'o.c. 20'-10' NEW SPRAY FOAM INSULATION TO FILL RAFTER CAVITY SECOND FLOOR FLAN TOP DFPLATE NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE MASTER JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING W.I.C. BEDROOM F ROOF FRAMING: _- BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-i6d EACH END SECOND FLOOR SUBFLOOR WALL FRAMING TOP P TES AT INTERSECTIONS(FACE NAILED) 4-1fid 5-16d AT JOINTS OP O PLATE STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. HEADER TO HEADER(FACE NAILED) 161 16d 16"o.c.ALONG EDGES FLOOR FRAMING: _ JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-tOd EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK - LIVING LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-i6d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-t6d PER FOOT ROOF SHEATHING: FIRST FLOOR WOOD OTRUCTUTIAL PANELS(PLYWOOD) SUBFLOOR RAFTERS OR TRUSSES SPACED UP TO 16'o.c. Bd 10d 6"EOGEJ6•FIELD 2 x B's 24'a.a. _ 2 x 8's- 24'o.a. RAFTERS OR TRUSSES SPACED OVER 16'o.c. 8d 10d 4'EDGE/4•FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/W FIELD EXIST.3-2 x 6 GIRT GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6•FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4'EDGE/4•FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS — 7'EDGE/10'FIELD WALL SHEATHING: _.___..._.._._ ___._ BASEMENT WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. 8d 10d 3'EDGE/12•FIELD 1/2•&25t32•FIBERBOARD PANELS 8d — 3'EDGE/a6'FIELD 112'GYPSUM WALLBOARD Sd COOLERS — 7"EDGE/10'FIELD ff : _ —__ AL PANELS(PLYW000) G^ SECTION @ LIVING ESS 8d IOd 6'EDGE/12'FIELDTHICKNESS 10d i6d 8'EOGE/6'FIELD A2 IF ANY COTUlT SAY DESIGN, LLC NEW ADD�`T�®N/ MODEL!NO �0 THE THESECRAWING PRORTOSTA ARE TO SCALE : DRAWING No.: THESEDRAWINGS!ONS TO FOUNT OF Ea EON CONSTRUDTION.T E SUILDWG CONTRACTOR NTENT 1/4" = 1'-0" 43 BREWSTER ROAD WILLEE DE WI GSI FONSTRU TION IN THESE ORAWWGS IF CONSTRUCTION MASHPEE MA. 02649 3635 FALMOUTH ROAD coMMENCES.Gs ARTSCL.L OTNE DESIGNER OF ANY ERRORS DR OMISSIONS. DATE PH. (508)) 274-1166 hESEDMYANGSARESOLELTE HEISE 2/13/2015 A2 FAX 508` 539-9402 /��{/{� OF THE OA"NGS RED.ANY OTHER USE OF ( ` MONSOONS MILLS, Tf1/ 1 1HESEORAWINGS RED UIRESTROTECMEN CONSENT OF'. E DESIGNER UNDER THE ARCHITECTURAL COVYRIGNT PROTECTION ACT OF t99p. 1 I BAXTER NYEIle - // / ENGINEERING & SURVEYING LOCUS / J / \ 77_\ \ r ' RS03S?• Registered Professional Engineers 95404' and Land Surveyors r EN ' \ 78 — _ 9� / North Street 3rd Floor - ' O EXISTING Hyannis, Massachusetts 02601 1 HYDRANT'001Z Phone (508) 771_7502 _ Fax (508) 771 7622 MHB-CBE/FND 6/24/14 www.baxter—nye.com HELD FOR ROTATION sc�' • 5 i �r x ?. �'``` ;`. \\,,\`\ \ �� �pC \ LOCUS MAP ' 6 P�' ■ �'� w'• / g6p y 1-1 S T A 4Tt1 OF Mqs S T A M P 6� Scale: 1 - 2000' __ , Ile •�S- / �'I �� — i"~ 5,1 +` \ J \ STEPHEN ALLYN J4.1 TINGV OOLS + No.30216 / $x FF EL 62.2' _ Fq�M 3 4 + '+ + + \+ ++ \ t `CILISH LIDS, \ ^•� �F«v14 p wQ RO OUP I i ' + +, ++ �+ ++ 4L�'M I H CLEAN -� \ o GAS P � • qQ i f f + t \ ,> \ s/OIVAL EN � � Nb AND / � ,o FS�. s - ' �i— � � 6?? f+l i i �. i +t+ ` 5E PIPES / l000l 0 (� MHB-CBE/FND 6/24/14 � � -' i 1 \ p \ G� `� ` AP R t'\ \ T \bCATION EXISTIN �• \ CONSULTANT MHB-CBE/FND ' i �,.� i, -9 " f ! 6, C• \\ jS✓~I�t�C \S�t�S`T\ �� PER INSPECTION \ 1 1 \ % 2, 6/24/14 \ � � ' - TANK ` ` \ + cps `� \ / \ , \ CONSULTANT SEPTIC ' \ \ \\ ++ 'k + + + + ;I VJ 6J• TANK + �\ \ , ` \ ++ , ll+ s \ i i j �00 .�•'Sp ,` ® '3 X 8 FF\ ! \)\ +I fl �I I ; `+�j}' 1 w R 5� � 2C Pt o �5ys y _ �x 63.0 `�A A� ' >'�6.5 \ %y0. .0. PREPARED FOR : rs �1• N ® � . b x 6 3.6MHB-CBE/FND Nok James Crocker 6/24/14 P• 5 l / s�� ate. /� /(/ VENT 54.8 P.O. Box 496 Osterville, MA 02655 000l / � MHB-C13E/FNO 6/24/14 HELD '' � _ t ,'� '� � '� ___A,EXISTING _ ___� - ' / GRAVEL - _�' / \� DRIVE - x62.7 \ / loo, / .04'15 ROD/CAP SET \ / �; •� Cam=lb •o ASSESSOR MAP 077 PARCEL 004 TOTAL AREA 209,061 f S.F. 4.8t Acres �QS �co� O Q - CU 'S LL .2 Lo y GENERAL NOTES : 8•) a M � • '�� PER MASS GLS OLIVER AS OF 07/13/15. All • SITE IS NOT WT W All A.C.EC. AREA OF CRIIICM. ENVIRONMENTAL CONCERN. 1.) THE fNTENT OF THIS PLAN IS TO DETAIL PROPOSED WORK AT ( ) 3635 FALMOUTH ROAD. • : SITE DOES NOT APPEAR WITHIN AN AREA OF ESTNIATED HABITAT OF RARE WI.DUFE AS MAPPED ON z LOCUS AREA IS COMPRISED OF CB-DH/FND ` -� ' P ID: 077 MASS GIS OLIVER AS OBTAMED ON 07/13/15 'ESTIMATED HABITATS OF RARE RAW FOR USE p 6/24/14 / -� ,� �`- y PARCEL 004 WITH THE MA WELL NE%S PROTECTION ACT REGULATIONS (310 CMR 10).' 12 - / =� � � I PLAN REFERENCE: PLAN BOOK 426 PAGE 116 Y' / TITLE REFERENCE: DEED BOOK 28216 PAGE 78 SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL R POOL AS MAPPED ON MASS GIS OUR AS z OBTAINED ON 07/13/15 PER NHESP CERTIFIED VERNAL POOLS. • SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS GIS I LIVER AS z v¢S w 2.) OWNER: DAMES H. CROCKER, JR., TRUSTEE "OBTAINED ON 07/13/15 PER NHESP PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES UNDER � � 0 CROCKERS CORNER REALTY TRUST s H MASSACHUSETTS ENDANGERED SPECIES ACT. REGULATKIN3 (321 CMR 10). ., W W THE P.O. BOX 496 � � w OSTERVILLE, MA 02655 SITE DOES NOT APPEAR TO BE W17W A STATE APPROVED ZONE I GROUND WATER RECHARGE 78•44•09" W PROTECTION AREA \ / 3.) ZONING INFORMATION SITE APPEARS TO BE *41HIN A ZONE OF TO A SALTWATER ESTiM (B4RN5TABLE >- �/ N F EDWARD & ANITA RODRIQUEZ o o m / DEED BK 17926 PG 111 ZONING DISTRICT Ii c R�uIREMENts �� B.O.H. REG. 3so-45). 3 CB-DH/FND .) s(ju(jY INFORMATION HEREIN: CB—DH/FND PLAN BK 466 PG 55 nh 6/24/14 LOT FRONTAGE 50'S.F.F ® © ® z 6/24/14 PARCEL 058 16 006 THE CONTRACTOR &API CONTACT DIG SAFE (AT i-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE S H E E T T 1 T L E i� ^� LOT WIDTH = N/A •d FRONT SETBACK = 30' (100' TO ROUTE 28) THE LOCATION OF ALL IXLSTW UTiLIM, AT LEAST 72 HOURS PRIOR TO THE START OF ■ j SIDE dt REAR SETBACKS = 15' i oNSTRUCTION. IXIS11Nc UNDERGROUND INFRASTRUCTURE, uTILmEs, CONDUITS AND LIDS ARE SHOWN Proposed Septic Q y APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HMI AND HAVE BEEN Ln In RESEARCHED BASED OBI THE AVAILABLE UTILITY RECORDS NOTED HEREON. Ti# CONTRACTOR AGREES TO System Upgrade Plan BE FULLY RESPONSRE FOR MY AND ALL I)AMAGES WHICH MH;fIT BE OCCASIONED BY THE 4.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS PROPERTY I IF CONTRACTOR'S FAI.URI': TO LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DETERMINED TO BE NECESSARY A TITLE SEARCH SHALL BE DIFFERS FROM PLAN L°RFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR PERFORMED BY OTHERS. POSSIBLE REDESIGN. SHEET NO 5) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILM TO o AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND DEVELOP A VIEW OF 1 LOSE UNDERGROUND UTIunes. HOWEVER, LACKING ExcAVAlioN, THE Exacr S ._ _... LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. N \ 6.) THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM ON IX ADDITIONAL DETAILED INFORMATION IS REQUptED, THE CLIENT !S ADVISED THAT DATE : 07/23/15 ION MAY BE NECESSARY. o / THE GROUND FIELD SURVEY PERFORMED BY BAXTER NYE ENG NG do 30 0 30 60 / Ia SURVEYING ON DUNE 20, 2014 do DULY 9, 2015. EXISTING SEPTIC SY5TF.M INFORM " 001440 FROM SEPTIC SYSTEM IINSPECTIO1 REPORT BY ON FILE AT BOARD OF HEALTH. EXISTING IrVERT & CLEAWIT WERE FIELD LOCATED EFFECTIVE DATE 07/ �_ ,SCALE IN FEET J 7.) COMMUNITY PANEL NUMBER: 250001 0543 J. SCALE . 1 - 30 g THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE X (U,' ). • TOWN WATER SERVICE SHOWN ON THIS PLAN WAS DIG-SAFE MARKED & FIELD LOCATED. N • ELECTRIC LIVE SHOWN ON THIS PLAN WAS FIELD LOCATED INDICATING OVM*AD SERVICE DRAWN/DESIGN B Y: OF CHECKED B Y: MWE JOB NO: 2014-049 C A D D FILE: 2014-049PS.dwg O a — - - - _ __ ------ —— —_. . ------ - _ - - "PONSTRUCTION NOTES. BAXTER NYE PQ 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ENGINEERING & >-. ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED TYPICAL SYSTEM PROFILE APRIL 21, 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, �,SURVEYING NOT TO 8CALE de ANY LOCAL RULES do REGULATIONS APPLICABLE. :: FINISH ELEVATION 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY �\ r THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED EL = 62.2 WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. Registered Professional Engineers and Land Surveyors p . 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlLUNG, SET AT LEAST ONE MANHOLE FRAME SET AT LEAST ONE MANHOLE FRAME SET COVER TO 6` BELOW FINISH GRADE NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR 7- & COVER TO WITHIN 6' OF FINISH GRADE. COVER wIT>NIN 6• GRADE. INSPECTION. 78 North Street - 3rd Floor RISERS do COVERS SHALL. BE WATERTIGHT RISER It COVER SHALL BE WATERTIGHT MAIL HOUSE :?j; �S & COVERS SHALL BE WATERTIGHT Hyannis, Massachusetts 02601 INSTALL VENT 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 FINISHED GRADE OVER TANK = 60.0 +/- FINISHED GRADE OVER TANK = 60.0+/- PVC. UNLESS OTHERWISE NOTED HEREIN. �FI GRADE " so.o t Phone - (508) 771-7502 WOM 5. IF NEEDED, EXCAVATE UNSUITABLE MATERIAL TO THE "C .;? FINISHED GRADE OVER LEACHING CHAMBERS = VARIES 62.01 TO 161.0.+ HORIZON", FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE Fax - (508) 771-7622 4" SCH. 40 PVC 3` LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR www.baxter-ny e.com ye.com •i.; ICAL) '�" ' '* - - 3 FIRST 2 (TO 9" (min) Cover 15.255 TO THE TOP ELEVATION OF THE SAS. ...:-.. ''•:,_ 6 MIN. INN. BE LEVEL) 36" (max) Cover 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN INV IN-1 5&5 t0 INN OUT. 10` MIN. x " LESS THAN 3' OF COVER. S T A M STAMP . PVC :, 56.2 PVC NV OUT= 4` SM. 40 PVC 2 PEASTONE OR INN IN= ` " 55.7 2 TOP EL=55:8 �N OFtij :$1 CI= 4" D� 1 GEOTEXTILE FILTER FABRIC 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE yatiP�` gss4 14` + 56.0 " BAFFLE = 6` SUMP . INN OUT = 55.8 . . .~ . . . . . . . . . . . . . . . . GRINDER DISPOSALS. '� y :, INN IN 56.0 PERFORATE BAFFLE 14 _ �o STEPHEN REINFORCED CONCRETE REINFORCED 6" CRUSHED � � INNC55. 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE AT o ALLYN rf, STONE BASE '.�. Yam• _ :.:. •• :.• : L 55.0 1.-888-DIG-SAFE AND UTILITY COMPANIES TO LOCATE ALL v wsoN -.,4r•� .;•.,.�,� . : CONCRETE { ': ) No.30216 ' ,. r'-w,• _;.'•:• , . •.::,,::• 24 EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF <toi `r." ;•.:'•:'': :`.'•::::..,��.,."._"..',,°:... 6" CRUSHED STONE CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT 9oo�FCISTER�� ��� BASE LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING s. Fss/OVAL tiN�'� CRUSHED UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF STONE BASE EL. 153.0 EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE JAW GALLON OI -C'OIIIpARI'IYEl�IT SEPTIC TANG 1000 GALLON OPE"COIIIpARI'11ENT SEPTIC TANG DISTI�UTION BOX 5' MIN V-WZ�HED 114 WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND STONE HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS SHOREY Sn500-H2O OR EQUAL SHOREY ST1000-H2O OR EQUJIL SHOREY DB-3 H-20 OR EQUAL No Groundwater Observed TO BE INSTALLED ON A LEVEL. STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY SEPTIC TANK TO BE INSPECTED d: CIFJWED ANNUALLY SEPTIC TANK TO BE INSPECTED do CLEWED ANNUALLY 3 OUTLETS REQUIRED LEACHM TFeCH RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CONSULTANT 3' MADE x 2' DEEP OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE PROPOSED TWO TRENCHES 64' LONG x MINIMUM 6' SPACING BETWEEN 3' WI TRENCHES x UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION INVERTS OF ELECTRIC. GAS, LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH 4 FEET 14 INCHES PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONSULTANT 5 FEET 19 INCHES CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS 6 FEET 24 INCHES REQUIRED. 7 FEET 29 INCHES 8 FEET 34 INCHES 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPANY. II SYSTEM NOTES:SEMSYST O PREPARED FOR : 1. ENTIRE SYSTEM IS TO BE CONSTRUCTED, AND CONNECTED TO MAIN DWELLING INITIALLY. 4" DIA. PERFORATED PVC 2" PEASTONE OR CONNECTIONS TO THE TWO COTTAGES WILL BE COMPLETED WHEN GEOTEXTILE FILTER FABRIC 4" DLA. PERFORATED PVC THEY ARE RENOVATED. Jam Crocker ME -�..� • •< es C oc er 2. A VARIANCE FOR UP TO 6' OF COVER OVER THE S.A.S. IS P.O. Box 496 BEING REQUESTED IN ACCORDANCE WITH WRITTEN BOARD OF " HEALTH POLICY "VARIANCE FOR SEPTIC SYSTEM REPAIRS WHICH " MAY BE GRANTED BY THE BOARD OF HEALTH AGENT" DATED EFFECTIVE 3/4 _ ,�" 3i4" _ ,�" Osterville, MA 02655 DECEMBER 10, 2013. DEPTH WASHED STONE WASHED STONE 3. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. 1 - 3' IW I - 6' LAIN_ -T- 3' LEACHING TRENCHES (H 20 LOADING) NO SCALE I LEACHING AREA REQUIREMENTS , RESIDENTIAL: 6 BEDROOMS x 110 GPD f BEDROOM TOTAL DESIGN FLOW = 660 GPD GARBAGE GRINDER (NOT INCLUDED) = N/A EXISTING MAIN HOUSE = 3 BEDROOMS EXISTING COTTAGES = 3 BEDROOMS SOL LOGS P-U780 DATE 07/05/16 �p PERC RATE = <5 MIN. / INCH (CLASS 1) TOTAL BEDROOMS 6 BARNSTABLE _ AT W "_ SOIL EVALUATOR.LIAR 0.74 GPD/S.F. BOARD OF HEALTH AGENT. -j y STEW WILSON P.E. O - MIN. LEACHING AREA _OF ,,9 S• REQUIRED: j DAVID STANTON 660 GPD/ 0.74 GPD/S.F. = 8g1 S.F. MIN. TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 "' E " = " �" C: ,PROPOSED SYSTEM: 2 TRENCHES, MAX. WIDTH = 3', MAX. HEIGHT = 2 G.S.E. = 63.7E " G.S.E. 64.St G.S.E. = 64.3 " G.S.E. = 65.4 LL- O "0" Ap; LOAMY SAND AP; IOYR 4/4 LOAMY SAND AP; IOYR 3/2 ; LOAMY SAND B; 1OYR 3/3 ; LOAMY SAND In V) (2) (640) = 2(64x2) = 896 S.F. - L TOTAL EFFECTIVE LEACHING AREAL 896 S.F. 6" 10 YR 2/2 8" 8" 6• W M tC SYSTEM DESIGN CAPACITY = 896 SF x 0.74 GPD/SF _ 663 GPD B; 1 OYR 5/6 ; LOAMY SAND B; 1 OYR 5/6 ; I LOAMY SAND B; 1 OYR 4/6 ; LOAMY SAND C ; I OYR 7/8 ; MED. SAND a 12" 14" 16" ., 120" PERC 0 42" SEPTIC TANK SIZING: FIRST TANK = 660 GPD x 20OX = 1,320 GAL.: USE 1,500 GALLON SEPTIC 'TANK SECOND TANK = 660 GPD x 100% = 660 GAL.: USE 1,0 00 GALLON SEPTIC TANK C1; MED. SAND do FINE GRAVEL C1; IOYR 6/6 ; MED. SAND C1; IOYR 6/6 ; MED. SAND NOTE: "A" HORIZON HAD o (48 HR AND 24 HR = 1,320 + 660 = 1,980 GAL) BEEN REMOVED 42" 10 YR 5/8 52" (PERC 0 48") 4,8• a C2; I OYR 7/6 ; MED. SAND C2; i OYR 6/3 ; MED. SAND C2; I OYR 7/2 ; MED. SAND z d co ? F- 132" 132" 120" Q 0 W DESIGN SCHEDULE ELEVATION N iN FINISH FLOOR-MAIN HOUSE 62.2 NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED N SEWER INVERT AT MAIN HOUSE 56.9 N a SEWER INVERT AT COTTAGE A TO BE DETERMINED o o SEWER INVERT AT COTTAGE B TO BE DETERMINED SEWER INVERT INTO 1,500 GALLON SEPTIC TANK 56.5 0 }c�i p m SEWER INVERT OUT OF 1,500 GALLON SEPTIC TANK 56.2 1 CERTIFY THAT IN APRIL 1995, 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION SEWER INVERT INTO 1,000 GALLON SEPTIC TANK 56. APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ® Q Q Z SEWER INVERT OUT OF 1,000 GALLON SEPTIC TANK 55.7 ANALYSIS WAS PERFORMED BY IME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE SEWER INVERT INTO DISTRIBUTION BOX 55.6 AND EXPERIENCE DESCRIBED INI 310 CMR 15.017. SHEET TITLE a SEWER INVERT OUT OF DISTRIBUTION BOX 55.4 Proposed Septic SEWER INVERT INTO SAS 55.3 P p rLzSEWER INVERT AT END SAS 55.0 SIGNATURE 6 DATE tl-S^�at�3' o TOP OF TRENCH 55.8 SE- 622) System Upgrade Plan C BOTTOM OF SAS. 53.0 SHEET NO NO GROUNDWATER OBSERVED TO ELEVATION o 3 'q viC2SO 0. N D A T E : 07/23/15 0 30 0 30 60 a J SCALE IN FEET SCALE : 1"= 30' / 4 DRAWN/DESIGN BY: DF CHECKED BY: MWE 0 v JOB NO: 2014-049 C A D D FILE: 2014-049PS.dw o N O