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HomeMy WebLinkAbout0057 FIELD ROAD - Health 57 FIELD RD29,Pk--8- o r - -- - - - -- - - - ---- - -- - - A=150.050 s i RECEIVED S E P 2 2 2000 COMMONWEALTH OF MASACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAI AFFAIRS TOWN OF BARNSTABLE HEALTH DEPT. DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET BOSTON MA 02108(617)292-3500 TRUDY COXE Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 57 FIELD.RD MARSTONS MILLS, MA 02648 M160 P050 Name of Owner KATHY PARTON Address of Owner: 57 FIELD RD MARSTONS MILLS,MA 02648 Date of Inspection: 9118/00 Name of Inspector: JOHN GRACI I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: SEPTIC INSPECTIONS Mailing Address: P.O.BOX 2119 TEATICKET,MA.02536 Telephone Number: 508-564-6813 FAX 508-564-7270 CFRTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.The system: X Passes _ Conditionally Passes _ Needs Further Evaluatio By the Local Approving Authority Fails Inspector's Signature: Date:9118100 The System Inspector shall su it agcppy of,this,inspection report to the Approving Authority(Board of Health or DEP)within thirty(30)days of completing this inspection.If the system,is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate,regional office of the Department of Environmental Protection.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS "The inspection is based on criteria defined in Title V code 310 CMR 15.303.My findings are of how the system is performing at the time of inspection.M. inspection does not imply any warranty or guarantee of the longevity of the septic system and any of-its-component's useful life." t {ar- THE SYSTEM PASSES TITLE V INSPECTION.RECOMMEND PUMPING THE SYSTEM EVERY TWO YEARS FOR PROPER MAINTENANCE. j S E P 2 2 2000 TOVA i OF MRNST R FIEAM DEPF ` revised 912198 Pape 1 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 57 FIELD RD MARSTONS MILLS, MA 02648 M150 P050 Name of Owner KATHY PARTON Date of Inspection: 9/18/00 INSPECTION SUMMARY: Check A, 6, C, or D: A. SYSTEM PASSES: X I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist.Any failure criteria not evaluated are indicated below: 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 o the replacement or repair,as approved by the Board of Health,will pass. Indicate yes, no,or not determined(Y,N,or ND). Describe basis of determination in all instances. If"not determined",explain why not. nLa The septic tank is metal,unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or the septic tank,whether or not metal, is cracked,structurally unsound,shows substantial infiltration or exfiltration,or tank failure is imminent.The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. nLa Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s)o due to a broken,settled or uneven distribution box.The system will pass inspection if(with approval of the Board of Health). broken pipe(s)are replaced _obstruction is removed distribution box is levelled or replaced Wa The system required pumping more than four times a year due to broken or obstructed pipe(s).The system will pass inspection'if(with approval of the Board of Health): broken pipe(s)are replaced _obstruction is removed c Y revised 9/2198 Paoe 2 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 57 FIELD RD',MARSTONS MILLS, MA 02648 M150 P050 Name of Owner KATHY PARTON Date of Inspection: 9118/00 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 the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303(1)(b)THAT THE SYSTEM I: NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT ThE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or orivy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER.IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has aseptic 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 Fas a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. u,. w _ The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well, The system has a septic tank'and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free frcm pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,Method used to determine distance nLa (approximation not valid). 3) OTHER n/a FA> Si'i I M'IF ,t1c lk f revised 9/2/98 Paae 3 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Pr operty Address: 57 FIELD RD MARSTONS MILL p rty S MA 02648 M150 P050 Name of Owner KATHY PARTON Date of Inspection: 9/18/00 D. SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: m I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303.The basis for this determination is identified below.The Board'of Health should be contacted to determine what will be necessary to correct the failure. Yes No X Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. X Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow, X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped n/a. X Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. X Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or privy is within a Zone I of a public well. X Any portion of a cesspool or privy is within 50 feet of a private water supply well, X Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis.If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic compounds,ammonia nitrogen and.nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: The following criteria apply to large;systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No X the system is within 400 feet of a'surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.30412).Please consult the local regional office of the Department for further information. j revised 9/2/98 Pape 4 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 57 FIELD RD MARSTONS MILLS, MA 02648 M150 P050 Name of Owner: KATHY PARTON Date of Inspection: 9/18/00 Check if the following have been done:You must indicate either"Yes"or"No"as to each of the following: Yes No X _ Pumping information was provided by the owner,occupant,or Board of Health. X _ None of the system components have been pumped for at least two weeks and-the system has been receiving normal flow rates during that period.Large volumes of water have not been introduced into the system recently or as part of this inspection. X _ As built plans have been obtained and examined. Note if they are not available with N/A. X _ The facility or dwelling was inspected for signs of sewage back-up. X _ The system does not receive non-sanitary or industrial waste flow. X _ The site was inspected for signs of breakout. X _ All system components,excluding the Soil Absorption System,have been located on the site. X _ The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum.The size and location of the Soil Absorption System on the site has been determined based on: X _ Existing information,For example, Plan at B4O,H, X _ Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable)1 5.302(3)(b)] X - The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of SubSurface Disposal Systems. r, t„ r revised 9/2/98 Paoe 5 of 11 R' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 57 FIELD RD MARSTONS MILLS, MA 02648 M150 P050 Name of Owner KATHY PARTON Date of Inspection: 9/18/00 FLOW CONDITIONS RESIDENTIAL; Design flow: 110 g.p.d./bedroom Number of bedrooms(design): 3 Number of bedrooms(actual):3 Total DESIGN flow: 330 gpd Number of current residents: 2 Garbage grinder(yes or no): NO Laundry(separate system)(yes or,no): NO If yes,separate inspection required Laundry system inspected(yes or rio): NO Seasonal use(yes or no): NO Water meter readings, if available(last two year's usage): n/a gpd Sump Pump(yes or no): NO Last date of occupancy: n/a COMMERCIALIINDUSTRIAL Type of establishment: n/a Design flow: n/a gpd(Based on 15.203) Basis of design flow: n/a Grease trap present:(yes or no): NO Industrial Waste Holding Tank present: (yes or no): NO Non-sanitary waste discharged to the Title 5 system:(yes or no): NO Water meter readings. if available: nla Last date of occupancy: n/a OTHER: (Describe) n/a GENERAL INFORMATION PUMPING RECORDS and source of information:" n/a System pumped as part of inspection: (yes or no): NO If yes,volume pumped n/a gallons Reason for pumping: n/a'``' TYPE OF SYSTEM '. X 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) _ I/A Technology etc.Attach copy of up to date operation and maintenance contract _ Tight Tank Copy of DEP Approval Other: n/a APPROXIMATE AGE of all components,date installed(if known)and source of information: 1998 PERMIT 98-564 Sewage odors detected when arriving at the slle:(yes or no) NO SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM revised 9/2/98 Paoe 6 of 11 i ' a PART C SYSTEM INFORMATION(continued) Property Address: 57 FIELD RD MARSTONS MILLS, MA 02648 M150 P050 Name of Owner KATHY PARTON Date of Inspection: 9/18/00 BUILDING SEWER:X (Locate on site plan) Depth below grade: 18" Material of construction: _ cast iron X 40 Pvc _ other(explain) Distance from private water supply well or suction line: nla Diameter: n/a Comments: (condition of joints,venting,evidence of leakage,etc.) THERE IS TOWN WATER SEPTIC TANK: X (locate on site plan) Depth below grade: 12" Material of construction: X concrete_ metal_ Fiberglass_ Polyethylene_ other explain: n/a If tank is metal,list age Is age confirmed by Certificate of Compliance(Yes/No): NO Age: n/a Dimensions: 150OG L 10'6"H 5'7"W 5'8"" Sludge depth: 1" Distance from top of sludge to bottom'of outlet tee or baffle: 33" Scum thickness: 1" a Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: n/a How dimensions were determined: MEASURED Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage,etc.) THE SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND.RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFULL LIFE. GREASE TRAP: _ (locate on site plan) Depth below grade: n/a Material of construction: _concrete_ metal_ Fiberglass _ Polyethylene_other Explain: n/a Dimensions:n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: nla Distance from bottom of scum to bottom of outlet tee or baffle n/a Date of last pumping: n/a Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage,etc.) } nla tr i revised 9/2/98 Paae 7 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 57 FIELD RD MARSTONS MILLS, MA 02648 M150 P050 Name of Owner KATHY PARTON Date of Inspection: 9/18/00 TIGHT OR HOLDING TANK: _ (Tank must be pumped prior to,or at time of,inspection) (locate on site plan) Depth below grade: n/a Material of construction: _concrete_ metal_Fiberglass _Polyethylene _other Explain: n/a Dimensions: n/a Capacity: n/a gallons Design flow: n/a gallons/day Alarm present: NO Alarm level:NIA Alarm in working order: NO Date of previous pumping: n/a Comments: (condition of inlet tee,condition of alarm and float switches,etc.) n/a DISTRIBUTION BOX:X (locate on site plan) Depth of liquid level above outlet invert: LEVEL WITH BOTTOM OF PIPE Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.) THE DISTRIBUTION BOX IS STRUCTURALLY SOUND. PUMP CHAMBER: _ (locate on site plan) Pumps in working order:(Yes or No): NO Alarms in working order(Yes or No): NO Comments: (note condition of pump chamber,condition of pumps and appurtenances.etc.) n/a revised 9/2/98 Paoe 8 of 11 i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 57 FIELD RD MARSTONS MILLS, MA 02648 M150 P050 Name of Owner KATHY PARTON Date of Inspection:. 9/18/00 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods) If not located,explain: n/a Type: leaching pits,number:(n/a)n/a leaching chambers,number: (3)FLOW DIFFUSERS leaching galleries,number: (n/a)n/a leaching trenches,number,length: (n/a)n/a leaching fields,number,dimensions: (n/a)n/a overflow cesspool,number: (n/a)n/a Alternative system: nla Name of Technology: n/a Comments: (note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.) THE FLOW DIFFUSERS ARE STRUCTURALLY SOUND AND APPEAR TO BE FUNCTIONING PROPERLY. CESSPOOLS: _ (locate on site plan) Number and configuration: n/a Depth-top of liquid to inlet invert: n/a Depth of solids layer: n/a A Depth of scum layer. n/a t Dimensions of cesspool: n/a Materials of construction: n/a Indication of groundwater: n/a .inflow(cesspool must be pumped as part of inspection)NO Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) n/a r; PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: nla Depth of solids: n/a Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) n/a revised 9/2/98 Paoe 9 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 57 FIELD RD MARSTONS MILLS, MA 02648 M150 P050 Name of Owner KATHY PARTON Date of Inspection: 9/18/00 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes into house) JA a P'C 3� revised 9/2/98 Pape 10 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 57 FIELD RD MARSTONS MILLS, MA 02648 M150 P050 Name of Owner KATHY PARTON Date of Inspection: 9118/00 NRCS Report name: n/a Soil Type: n/a Typical depth to groundwater: n/a USGS Date website visited: n/a Observation Wells checked: NO Groundwater depth: Shallow_ Moderate_ Deep_ SITE EXAM _ Slope _ Surface water _ Check Cellar Shallow wells Estimated Depth to Groundwater 8 Feet+ Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record X Observed Site(Abutting property,observation hole,basement sump etc.) Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records Checked local excavators,installers X Used USGS Data :� V Describe how you established the High Groundwater Elevation.(Must be completed) GROUNDWATER WAS DETERINED AT 8+FEET revised 9/2/98 Paae 11 of 11 TOWN OF BARNSTABLE V LOCATION �- r��lP SEWAGE # VILLAGE ,�✓/ f C 6 40r ASSESSOR'S MAP & LOT /S,®- D 3-0 INSTALLER'S NAME&PHONE NO. �Pu✓y� 6 � C SEPTIC TANK CAPACITY 15OC) LEACHING FACILITY: (type) `1-C COM196 (size) T NO.OF BEDROOMS . BUILDER OR OWNER AW&Ng=I n, PERMTTDATE: 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 l.$\ ,�`� °� �� ' ��' .� No.. 6., '�j FEE COMMONWEALTH OF MASSACHUS ETTS l Board of Health, B4VKV—&5—VWBLS MA. APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair(Vr Upgrade( ) Abandon( LYComplete System ❑Individual Components s Location LO Owner's Name 114 Map/Parcel# /Sv ISO Address Lot# Telephone# Installer's Name Designer's Name Address Address 30 Telephone# Telephone# Type of Building Lot Size 2 0 g 0 sq.ft. Dwelling-No.of Bedrooms 3 Garbage grinder Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) O gpd Calculated design flow Design flow provided gpd Plan: Date Number of sheets Revision Date Title d•F Description of Soil(s) L P Soil Evaluator Form No. Name of Soil Evaluator• r` 1 U Date of Evaluation 1 O DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees t to pl e e e in operation until a Certificate of Compliance has been issued by the Board of Health. Signed 4 Date 49-5/49 t � � ww .. ri .. h �.I..f Yt`M1.♦ s,P��li".PT'n.INvt No FEE . �}y�} }� }��\�} I�\�7I OWE ¶''"I�I1l � \(\\1\y, '�''r IT\(\\'\/i¶'�'-1��I'II�''l\(\\e\ 1 t COM O V V V JL.�A.II TH ® MAti+'SACH-V t-1'�r JL JL LYf e. ...3 Board of Health, MA. '1 APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( Repair ( b/Upgrade( ) Abandon Complete System ❑Individual Components 0.S Location Lo Y` L) Owner's Name Map/Parcel# /-5 4n2 Address f Lot# Telephone# Installer's Name Designer's Name Address Address 30C on t,Lf R yL© %u, Telephone# Telephone# -5 Type of Building Lot Size 2®.?®d �K sq.ft. Dwelling-No. of Bedrooms 3 Garbage grinder ( � Other-Type of Building No.of persons Showers ( ),Cafeteria:( ) Other Fixtures Design Flow (min.required) gpd Calculated design flow Design flow provided gpd Plan: Date A j Ae Number of sheets Revision Date Title ., �►!� �/ if P(Z �_ D E� Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator- Date of Evaluation '7 3U DESCRIPTION OF REPAIRS OR ALTERATIONS �\ The undersigned agrees to install they,above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees d�ot,to pl 4?,A e Sin operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date C7[ 3/19 No. ��'��� COMMONWEALTH�LTH OF l�llASSA'L_.�IIJSETTS FEE Board of Health, (3 M h S A4, G( MA. CERTIFI�Coimjplete E Off' COMPLIANCE a Description of Work: ❑Individual Component(s) S temSystem The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( -Abandoned O at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. '� dated Approved"Design Flow (gpd)t i Installer Designer: Inspector: Date: `- The issuance of this permit shall not be construed as a guarantee that the/sstem will function as designed. No. / G^ FEE .w+� COMMONWEALTH Of MASSACIIUSETTS Board of Health, MA. DISPOSAL SYSTEM STEM CONSTRUCTION PERMIT Permission is herebygranted to; Construct( ) Repair( ) Upgrade( Abandon( ) an individual sewage disposal system at 1d L�L� �� (� 'epp 4 11 J V,r//� as described in the application for Disposal System Construction Permit No. 7��5��, dated fI lAp- a�►� Provided: Construction shall be completed within years of the date of this permit. All local conditions Jmust be met. Form 1 255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date 3/ Board of Health f n TOWN OF BARNSTABLE LOCATION /�U�frc� fq -�-- SEWAGE # VILLAGE L ��, ASSESSOR'S MAP & LOT AS-0- O � INSTALLER'S NAME&PHONE NO. 1 YO�C— '�• � SEPTIC TANK CAPACITY d� LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: !3l� 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 F' .. .:...,3, �,/.0....tl...w.a i.; �.:.;...M•'::�1.1....1....1./,................es Ili�� ......p.w...........uuuun/wnt== .::w::n.nunt.n..u..uuuumn/ _ 1 I > • .�::: ti:tip .........L....------.l.../.------- •- - - - ----- ; :...........�:.:�:; ■I ::ti p ��..�.... ■ �;: !91 � ■■� i i; �-- I'.._i -_l I■w�4w ......L., .,.L...L...... .I, .11 t - -IIr-,--=- - DEN It.....1.....,...._ _ 1► I 1/.I/. .I./.I.:.�- I- _r III a ..uuuon.n.um EXISTING DECK NEW SEASON RM. TYP.4X4 PT POST .............. .1 ■ ......... ::'I::.:I....I..,.I...:I.......:I...I..1 I....I..�:�:'�}:..I....I.,..I........I....I....�....I..I ,...... _ - _ ADDRESS CUCUCU J=1�01"I � S/CsNS. G01"I ���� SAWYER - PROPOSED _ OMS 51 FIELD ROAD AND SEASON ROOM. -�—.—T A- --S —T- Ap TrF•,aL KING y •'S"CONCRETE WALL ° DAMP.PROOFING CSA •°�' LATERAL APPROVED. _— UPLIFT •e•.°d• U ANCHOR BOLT AND s 4"POURED CONC.BLAB O 3"X9"XI/4'PLATE WASHER • - '"-•',- °. '• 2X6 PT PLATE HEA ,'•' „ 2X6 K ••°�' .e °p,e °p.e °p.e °p.e °p.e °p.• MAIN HOUSE SPACING •' •'• • • • ,,' e s .C. '.10"X2Y'CONC.FTC.•'-.• ,ad ° 0•� a :• - --g..;#---$..;#_..g._'4.__g..;4._.y...g__'g..'r---1---2-•-2...g _g.._g...g. - e • • ° COMPACTED•GRANULAR•' �i•'de °Qe °d'a• v'i •° •;:, ',+`�', T.MIN. �—2X8'e 0 16"O.G.—► �' �01 D .°d• °d• a °0 .°d•' — •s 0'e Oro 0•e• •e e e 0•� ro e •• . •e • °�.1, '. FOOTING FOOTING DETAILS � }`I. FOUNDATION WALL 'ee•°Oe•°de °0' w•Oe• ro••0'e�0•e 0•e On 0•e 2XIO RI It DGil E °e ° •° ° 6'-12"FROM END ° • ';;.° ';:,° ';:,° ° '° 8" CONCRETE UJALL �,` ��::� e !•• ,• OF PLATED ° ,• °. °0•e •e• °0•e d•e °d•e °0•� 11 11 I: 11 2 : \�R►TTT..„ " .� .� . ° 0•e d e • e. •e .................0 . u�l. n........ Il e e' •' 'O, e• ,e, 1I, • 0 e `, pv.v tl.vv pavai.vetiv,v C.v.. vvtl.vv ... ... •° ' °° °• 'd'O 'de•. e•°de•°de• a ... ... vs vq, d•o s. • e. 0•0 .. G•... °•�o' • iv t° a 2XB'e a I6"O.C.—+ �0,O °de• •0 de• ..:8 .° qd. " ° TYP, ANCHOR BOLT SPACINGrT s i .. - .• . .. .. . i w w w w ...................................: '°•••g._;r••-g--;4--?#__{#._;#..{#•-'r--'F._.g.._ #...y--;r--;r--i!•-..g..,#...;#...#_._IF._�#_..;#. EXISTING WALLS 20 4 A ROOF FRAMING PLAN NEW WALLS...... ..........IIW.: e _-- :.. .......... ._ . _ti._ .. _: lo'-0. �q B p 15 o c.'G • .r—ZXS'e o rb"O.G. —aC�—ZXS'e o I6"O.G. (ABOVE) (ABOVE) NEW /- CRAWL m SPACE r. G4 BABE .}.............................................................. �°J (UPLIFT wo EACH) ........ ...... .}............................................................. E Q EXISTING 2XI2'e -3L.-f • rl V _ , nI r — # EXISTING r C R GRADE ;il•; °p,° i n lU' BASEMENT 3"CONIC. 0 LL DUST G VER = 3 ro,1•e• �,° TYP.C1544 BASE y. U p U 3LIE— _ '•. (UPLIFT 4200 EACH)/ O m F� ,I�Illllllllllllllllllltllllllllll Illllllllllllllllllllllllllllllllllllllltllllll, � �po LLLL ,i,�•Q!° �a = � ag� Lu M Q. zz w .... •��e. .................... .#. ............................................................. .TYP.6/8"RODO :QI #ro,-nd•e.° ........ ............ ....... ....................................................... .. AT Id".O.C....... . .}, .��_ a °d•e .°0•e °0•e B ..... ....................... °BIG FDOT'•+e.;. .} ............ - �.: ep,• ve.PROPOSED FOUNDATION PLAN FLOOR FRAMING PLAN BUILDER JOB ADDRESS DESIGN // l/� /� (� // /(/_ DATE REVISION DRAWN BY PAGE SCALE" Des/ HQ •. v 4 U ``/Dl:.,.d18-30-16 7SAWYER RESIDENCE PROPOSED NEW BEDROOMS O oJB •�O F g ,�7 51 FIELD ROAD AND SEASON ROOM. 0 "LOCALAL BU°EII.DNG c�GNEyeAN�D DMAN�R CCEE,Z DEe�16 Ne°MI AY NOT BEW D RRSPONe1BLE 11 MST BEIDETS-�MM G L�`WOIL�C01mR—OME A RM RABLE !i)VVEER &I—RULM—BLEM----R DE�11bN 0 SEV� DEP H. Pa FOR SITE CONDITIONS OR FOR THE U°E OF THESE DRNSNGS W NG CONSTRUCTION. PRACTICES OP CONSTRUCTION.vERIFI'DESIGN WITH LOCAL ENGNEER. WITH LOCAL EN5plEEER Alm BURRING ORtCIALD. OBl MRNlTABLF Iu dJefO �r BJ 4SC�9S3•S MARSTONS MILLS MA. zI RIDGE VENT _ 2XIO RIDGE 2X8 RAFTERS m 16"O.C. 1/2"ROOF SHEATHING IS-ASPHALT PAPER ASPHALT ROOFING _ _ _ ° ASPHALT SHINGLES 1S°ASPHALT PAPER rWALL LENGTH•Z0'-0' —-- • V2"SHEATHING I FULL HEIGHT SHEATHING•JrL'-Q_2XI IX3 STRAPPING m -.---.--.-' t TYP.HZ.5A TIES ACTUAL SHEATHING•% R49 INBUL. ® I RATIO R Oqulred�7_%I PPING I/Z"WALLBOARD DRIP EDGE EXISTING 1/Z WALLBOARD EDGE NAILING•�O.G. ZX6'e m 16"O.C. 5"GUTTER FIELD NAILING•JZ::_O.G. DEN R21INSULATION 1/2"WALL SHEATHING 9/4"T/G PLY.ED 1 GLUED. HOUSE WRAP OR EQUAL - :?.,,:{.,,:.,; •e','.:',,'..,'','':.: .+.;:?: SIDING IXS FACIA •. .: _ NAIL IX SOFFIT ® ® ® ® ® ® 'SHEAR,• -814EAR:y., SHEAR'; __ 2-1/4"VENT ® ® ® ® ® ® '.'WALL :•WALL WALL 30 INSUL. DRAWL 3-2XIZ'e GIRDER MATCH EXISTING BPAC6 3.1/2"GONG,FILLED NOTCH FRIEZE UU '''.:3'-9'`'•' .i'�7'-6 .:•'.:••'.: •'.:3'-9'°: Q � 4"CONC.BLAB LOLLY COLUMN. TO RECEIVE BIDING. EXISTING / ISTIN 2X12.R YST 2'-0" CROSS SECTION (A) SHEAR WALL FRONT ELEVATION E*I EAVE DETAILS NEW 2xS BRAG r._.---.—.----, WALL LENGTH•�2-Q" AT 16"O.C. FULL HEIGHT SHEATHING-IA''-f" ACTUAL SHEATHING.% � II Ir��-%) RATIO.20000NNCT OTH I EXISTING G GE N -TOGETHER SIDING _ OG. EXISTING EXISTING FIELD NAILING•J2:_-- L- — -J BEDROOM KITCHEN NEW DINING HOUSE WRAP - I/Z"SHEATHING SHE, ''SHEAR*:; 'SN `f r.illALL r `f:WALL WALL EXISTING EXISTING SHINGLE STARTER - BASEMENT COARSE .!•° 2X6 P.T,BILL ZO'-O" ° BILL SEALER SHEAR UJALL REAR ELEVATION '°••° OPTIONAL 2-°5 ROD ° u TOP RING Z"CLEAR e°•'°�O•• B/8"X12"ANCHOR - BOLTS, CROSS SECTION (8) SILL SILL DETAILS RIDGE VENT »1 - 2XIO RIDGE yX8 RAFTERS m 16"O.C, I/2"ROOF 84EATHING - 15°ASPHALT PAPER ASPHALT SHINGLES rWALL LENGTH•98:.�" t FULL HEIGHT SHEATHING m FULL HEIGHT SHEATHING•�-y' ACTUAL BHEATHING.�% -- - TYP.Ix T/G ORDS. ® I AC M n.Reelulred-a-96)% I I RATIO.2.00Ired�._%I cu6TOM RATIO.2- I EDGE NAILING•-ALO.G. VINYL I EDGE NAILING.-AL P.C. I FIELD NAILING•J.2_O,G. « WINDOWS BEASON FIELD NAILING•Jl_O.c. L-.-.-_....•.•J r ROOM L._._-_-_-_-__- UNHEATED DTRAP STRAP STRAP etRAP t T NIe HIe HIa NIe 7P N 4X4 P P08 NEW 'SHEAR' SHEAR SHEAR SHEAR SHEAR uwT uNrt uNR uwT -" - :WALL EXISTING TI 12 E K LO R Y E :,WALL ' , WALL WALL '. WALL i 77 p S i 6 �-OIL CROSS SECTION (C) SHEAR WALL LEFT ELEVATION SHEAR WALL RIGHT ELEVATION BUILDER JOB ADDRESS DESIGN ��A��f�� �L-� f��j �/f�j jJ DATE REVISION DRAWN BY PAGE SCALE J� Deslglns SAWYER RESIDENCE PROPOSED NEW BEDROOMS WU1U�"�_" `©M`,�`_' lam" 16 v"oC0 11 18-30-1r. I N JB •_,'LOF 4 51 FIELD ROAD AND SEASON ROOM, k (V LOOAL BIIIIDNG LOGES AND ORDINANG ,H DWIGND MAY NO BE NE D REBPON01 LB E MB BE DETERMthL BY LOCAL°GIL C 17ION0 AND AGLEPTABLB «VMIFT 6TR11CT F4 EIEH@1Ta FOR Da016N 812E D�TM Pa IX Yea MARSTONS MILLS MA. $I FOR BITfi CONGItroNB OR POR THE UBE Cf THERE DRAWINGS WRINb GONBTRJOTION. PRACTICER OF CONRTRNCTIOw VEf11FT DESIGN WITH LOCAL ENGINEER. WTN LOCAL ENGINEER 4ND BNILOING OW ICIALB. BE81 ma+sraeue M4 onm ��f 434-�°+14 AWG GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS MPH WIND ZONE MASSAGHUSETTS CHECKLIST FOR COMPLIANCE(l80 GMR 5301.2,L COMPLIANGE Ij ® CHECK LI SCOPE // y�-7/ �/ � ZONE WIND SPEED l38EC.GUST)............................................................................IIO MPH WINDEXPOSURE CATEGORY................................................•...............................8 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS B IN 12 SLOPE SHALL BE CONSIDERED A STORY) NUMB I STORIES<2 STORIES I_ JOINT DESCRIPTION COMMON NUMBER OF NdW SPACING NAIL& BOX NAILS ROOFPITCH................................. (FIG 2) ..................................... 6/I2 <1202. / MEAN ROOF HEIGHT.,• (FIG 2) .....................................�11-FT<33'1_ ROOF FRAMING BUILDING WIDTH,W...................................(FIG 3)......................................=FT<BD'� 'TOM- BUILDING LENGTH.L.................................(PIG 9l......................................I�FT<BO'�- BLOCKNG TO RAFTERS 1END-AILEDJ F 7•lod EACH END BUILDING ASPECT RATIO(LAU)........................(FIG 4).._...,............._...._..._..,_... 2 nn <3,1 RIM BOARD TO RARER LEND-NAILED) ]-bd 8.16tl eeC11 END NOMINAL WEIGHT OF TALLEST OPENING]................(FIG 4)...................................... 6,e" WALL FRAMING TOP PLATE AT INTERSECTIONS(FACE•NAILEO) 4•Wtl 5•16d AT JOINTS 1,3 FRAMING CONNECTIONS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2)............................... .....----••-• _.]C.-_ WEADER TO H STUD TO To HEADER DER(FACE-NAILED) Urd Ibtl NAILED) YI6d Y16d C.C.ALONG EDGES O.C. TYP.FIELD NAIL SPACING Ib 2.1 FOUNDATION Sd COMMON a 6"o.C. FLOOR FRAMING FOUNDATION WALLS MEETING REQUIREMENTS OF 100 CMR 9404.1 �- JOIST TO BILL,TOP PLATE OR GIRDER(TOH•NAILED) 4-5d 4-IOd PER JOIST COMO Sm.............................................................................................. TYP•l/16"WOOD BLOCKING TO JOIST<TOH-NAILED) 2-Bd ]•IOd MAC W END .• ,i CONCRETE MASONRY.......................... �� ••;i w° •,•'••' BLOCKING TO BILL OR TOP PLATE(TOE-NALED) 34" 4•I:d EACH BLOCK • OTRUCTUR PAN` OR GIRDER(FA06NAILm 8.16d 4-I6d EACH JOIST •,)�i•,• LEDGER STRIP TO BEdM I M R H<AILHO) 3.0d 9 Od PER JOIST 2.2 ANCHORAGE TO FOUNDATION'' � �,,�','.•' JOIST ON LmGER To BEd of ANCHOR BOLTS IMBEDDED OR S/B PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY ';•1 BAND JOIST TO JOIST fRNO-NAILED) 3-I6d 4UW PER JOIST BOLT SPACING-GENERAL.........................(TABLE 4).... 1._4A IN.�- \ ,•' ,� �; BAND JOIST TO BILL OR TOP PLATE rtOE•NAILED) ]•Nrd SI6tl PER J018T BOLT SPACING FROM END/JOINT OF PLATE.........(FIG B)..................................G".161 IN.<6.42'�L_ •\ •'•, !I ROOF SHEATHING BOLT EMBEDMENT-CONCRETE.....................(FIG 0)............_..... ................. 0 IN.>1"_]L ,, `• • -- - —-— WOOD STRUCTURAL PANELS BOLT EMBEDMENT-MASONRY......................(FIG 0)....................................-G-IN.)19"�]L `. TYP.E'DCaE NAIL SPACING °., :'.•.r•.°:.'• �- - PLATE WASHER...................................(FIG B)......................................)VX3"XI/4"�_ •`.,(Sd GAMMON•6•D.G.) .. ., ,.. • ,•• RAFTERS OR TRUSSES SPACED UP TO 16 O.C. Dd IOd 6°EDGE/6°FIELD 3.1 FLOORS RAFTERS OR TRUSSES ePdcEo OVER 1D°o.c. Bd od 4 EDGE/4'FIELD GABLE ENDWALL RAKE OR RAKE TRUDS aI1 IOd b°EDGE/61 FIELD FLOOR FRAMING MEMBER SPANS CHECKED............(PER 190 CMR B5,00)... �.� RAFTER CONNECTIONS WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING DIMENSION.................(FIG 6).......................................Q_FT<12,�_ NON- ,,'•.TYP.H2.8 TIER ••.,• P.HORIZONTAL DOUBLE GABLE TUR ALL RAKE OR RAKE TRUDB Bd IOd 6"EDGE/6'FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LEGS 2'FROM EXTERIOR WALL(FIG 6)............................. �_ LOADBEARING •,., NAIL EDGE(STAGGERED NAIL GABLE ENRAL L RAKE MAXIMUM FLOOR JOIST SETBACKS STUD WEIGHT • PATTERN Bd COMMON a 'O.C. GABLE ENDWALL RAKE OR RAKE TRUSS Bd tOtl 4'EDGE/4"FIELD UPLIFT •. .,••• -g' W/LOOKOUT BLOCKS SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 1).....................................12_FT<d�- MAXIMUM CANTILEVERED FLOOR JOIST MAX.WALL .\f, - ,', '• �I OADBEARING CEILING SHEATHING SUPPORTING LOADBEARING WALLS OR BFIEARWALL.(FIG a)............................•.•.•. . 1L FT<d�- WEGHT 20' i •:• P.1/16'WOOD STRUCTURAL STUD HEIGHT GrPBUM WALLBOARD Bcl COOLERS 1'EDGE/10°FIELD FLOOR BRACING 4T @NOWALLB........______________•(FIG 97................. ._.__. �_ °..'•:.• -�,. VERTICAL PANEL SHEATHING FLOOR SHEATHING TYPE..............................(PER 100 CMR BB.00).................................. %/ �� MAX.WALL WALL SHEATHING • • •'•• STRUCTURAL PdNBJ) FLOOR BI<EATHING THICKNESS.........................(PER 180 CMR 89.00)..........................3/L IN.�_ •..• • � •°, , P.VERTICAL EDGE NAIL HEIGHT 10' WOOD DTRIIC FLOOR SHEATHING FASTENING........................(TABLE 2)�{J NAILS AT h IN EDGE/__a_IN FIELD�� ' -•. •. -i •.'i SPACING(ad COMMON STUDS SPADED UP TO X° PA ad IOd 6•EDGE/D"FIELD • O.C.) I!Y AND UM W FIBERBOARD PANELS Btl 3°EDGE/6'FIELD s •. 4.1 WALLS �� Y GYPSUM WALLBOARD WALL HEIGHT • • FLOOR SHEATHING /�°PEtD LOADBEARING WALLS.............................(FIG 10 AND TABLE S).......................] FT<10'�>L� •,,•i,•�• YP.FIELD NAIL SPACING WOOD STRUCTURAL PANELS Btl COOLERS - T EDGE NON-LOADBEARING WALLS........................(FIG 10 AND TABLE B).......................3 FT<20;��� i • ed COMMON• O.C. 1"OR LESS WALLSTUD SPACING.................................(FIG 10 AND TABLE B).............-.....JCi IN<24 O.C.�_ •••� ••� •• •• ad IOd 6"EDGE/@"FIELD WALL STORY OFFSETS •" • •.i GREATER THAN 1" IOd IOtl 6"EDGE/6"FIELD ...............................(FIG 11 0)............................_......-.0-FT<d�._ • .• . _ _ _ _ 4.2 EXTERIOR WALLS' GENERAL NAILING SCHEDULE WALL STUDS ••• LOADBEARING WALLS.............................(TABLE B)............................2X_0i--1 FT81N / LATERAL NON-LOADBEARING WALLS.........................(TABLE B)............................2X g-I FT.A.IN %/ GABLE END WALL BRACING' • • ° °•�a °•�� ' • °'� FULL HEIGHT ENDWALL STUDS,......................(FIG 107.............................................. �L •'4 W8P ATTIC FLOOR LENGTH..........- '° d•e !•e " d•e d•e . ..............(FIG 117.....................................�FT>W/3 • ♦ i ♦ • • •� • GYPSUM CEILING LENGTH(IF W9P NOT USED).........(FIG II)-----------------------------------11-FT)0.9W AND 2X4 CONTINUOUS LATERAL BRACE•6 FT.O.C.(FIG IU............................................... .�� •e.°O•e .4Oro $NEAR a.°0•0 .°D'♦O,e OR IX3 CEILING FURRING STRIPS a 16 SPACING MIN.WITH 2X4 BLOCKING•4 FT.SPACING IN END............ s•p ••',s '• ° ° • •• ° J0187 OR TRUSS BAYS.............................................................................. °,. 24' DOUBLE 7 DOUBLET TOP PLATE •-- 6•ee �• 24"O.C.MAX. ° STUD O.C.MAX. • __ '6•° STUD SPACING;° '•�'' , ° '°�° STUD SPACING°'0•e SPLICE LENGTH.................................(FIG B AND TABLE 6)............................................ FT�[._ °•,•• •' • . • ° SPLICE CONNECTION(NO.OF I6d COMMON NAILS) (TABLE 6 ...).......... ..........................1 �- .,! a,! s,! e,! °,• q•" s,!4 e,!4 e,!a e,! .,• LOADBEARING WALL CONNECTIONS '•e d•e D•o 0'e D•e 'o ]•o D•e 0•e i De d10• LATERAL(NO.OF 160 COMMON NAILS)............(TABLE 1)........................................Z �L._ .e o e, °•: ♦ ': •.' . ': • •' 1 .'0' NON-LOADBEARING WALL CONNECTIONS '• o °• a °• a °• • ° ° • DOUBLE HEADER LATERAL MO.OF-I6d COMMON NAILS)._..........(TABLE 8)........ d•o b.. 'o.4d•e .°d•• LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) HEADER SPAN$.. (TABLE 9)............................._$,F�T_DIN.<II' I/ SILL PLATE SPANS..,............................(TABLE 9)......_-_.____..._........... •-Y _&jH.<II'�_ MAXIMUM WALL STUD HEIGHT , STUD SPACING eIHT RILL HEIGHT STUDS MO.OF STUDS)...............(TABLE 9).......................................Z 1- NON•LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE _ STUD HEADER SPANS.................................(TABLE 9).--..•___-___-_.--- �-.. T�JN.<12'�- RAFTER CONNECTION AND WALL SHEATHING LE JACK STUD BILL PLATS SPANS (TABLE 9).............................�T-G,yN.<12' ACH END OF HEADER FULL HEIGHT STUDS(NO.OF STUDS)...............(TABLE 9)........................................Z �� EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLW MINIMUM NUMBER OF WINDOW BILL PLATE HEADER SPAN HEADER UPLIFT LATERAL MINIMUM BUILDING DIMENSION,(W) ] (FT.) SIZE FULLH•IEIGHT (�) (�) NOMINAL WEIGHT OF TALLEST OPENING..........................................................4L-aL<6'B"�_ STUDS SHEATHING TYPE................................MOTE 4)......................................._1/2.IN.-]�� 2' 2-2X4 1 211 132 EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 4 IF LE88)...................—�IN.�_ ... .._. ...._ __... ..__ ... ._.. ..... FIELD NAIL SPACING.............................(TABLE 10) IN•-•�- BEE PAGE 3 OF 4 3' 2-2k4 2 4i6 19B SWEAR CONNECTION(NO.OF 16d COMMON NAILS) (TABLE 10)........ �� -'•• 4' 2-1X4 2 954 264 PERCENT FULL-HEIGHT SHEATHING.................(TABLE 10).................................... B%ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'0"(DESIGN CONCEPTS)......................... B' 2-2X4 3 693 330 , MAXIMUM BUILDING DIMENSION,(L) , E, 2-2X& 3 831 3% ..•=.; .:............. ........ .. NOMINAL HEIGHT OF TALLEST OPENING].................................................... A.n<6'B°..]�- ••• •. SHEATHING TYPE...............................(NOTE 4)... JL2-IN._3L l' 2-]XB 3 9l0 462 EDGE NAIL SPACING.............................(TABLE 11 OR NOTE 41F LUG)........_..........._IN.�- B' 2-2XI2 3 1,109 BIB 'e :.°0'e .°d•e.'d•e 0•0.°0 .•d•e.°D'e.'d•o.°D•e .°0•�. FIELD NAIL SPACING.............................(TABLE 11)......................_._...._..._._...—IN•�- SEE PAGE 3 OF 4 9 3-2XI0 9 141 B94 4 <�� o •,!a.:,!• ,4 e Me SHEAR CONNECTION(NO.OF I6d COMMON NAILS) (TABLE IU....................................... �- 4 I,4BB 660 '° 0'0 .•d•e d•e d•e 0+ A'• "'• "" .a0ro•. 0'e PERCENT FULL-HEIGHT SHEATHING (TABLE IU......................................�>• �- 10' 9-2Xi2 •, ,•. • •� s •• •• ♦ T7P,ANCHOR BOLTS AND • •e 1 ` R B%ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'B"(DESIGN CONCEPTS).......................... ��. 11' 4-2XI0 4 1524 116 • e! e! e,1° •,! 3"X3°XI/4"PLATE WASHER,! • 5 WALL CLADDING °• RATED FOR WIND EPEEDL.............................. �(_ - ro.°0•° .40•a O•e 0•e.40a 0•e 0•e .'0•e 0•e Oro .- WALL OPENINGS HEADERS ° ♦ e 511 ROOFS a.°A% A.. 6..°0•e .°dro.°0•0 .°De .°d•e.°dro.°0•e ROOF FRAMING MEMBER SPANS CHECKED?(FOR RAFTERS USE AWC SPAN TOOL,SEE 00R8 WEBSITE) IN LOADBEAR ING WALLS ROOF OVERHANG.... (FIGURE 19)--------------_144 FT<SMALLER OF 2'OR L/3 TRUS8 OR RAFTER CONNECTIONS AT LOADBEARING WALLS °d e °d n °d•a °0 n °d e e d e °d e °d° °O° °d PROPRIETARY CONNECTOR$ •' • •' • •' ♦ i O i a •' 1 •' ♦ i O i 1 UPLIFT............. (TABLE 12).....................................U•23&PLF LATERAL...... 6 P ..........................L.IlLF 'J SWEAR.......................................(TABLE 12).....................................e•11pLF RIDGE!STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 132................................T•JU.PLF GABLE RAKE OUTLOOKER............................(FIGURE 20)..............�FT<SMALLER OF 1'OR L/7 TRUSS OR RAFTER CONNECTIONS AT NON•LOADBEARING WALLS PROPRIETARY CONNECTORS UPLIFT.......,, (TABLE 14).....................................U•_9A1B,_)t_ STUDS AND HEADERS LATERAL MO.OF I6d COMMON NAILS)..........(TABLE 14).....................................L•Lek J.S. ROOF SHEATHING TYPE..............................(PER 180 CMR B&00 AND 59.00)...................... �L ROOF SHEATHING THICKNESS............................................................... 1/2 IN.)1/16'WBP AROUND WALL OPENINGS ROOFSHEATHING FASTENING..........................(TABLE 2)................._.............._............ �- BUILDER, JOB ADDRESS DESIGN �f�� �f�� p // �J �j / �j f� DATE REVISION DRAWN BY PAGE SCALE �� 0•..%��/ �� SAWYER RESIDENCE PROPOSED NEW BEDROOMS `��`~�o`��'i�J®d 0� " I�" ""oc®�l �/ 5-30-16 M JIB •m00% v4"•I'o" v 51 FIELD ROAD AND SEASON ROOM. � (IJ LOCAL B DMG�AGODE AND ORD NGNCEB,B�NB&MAY NO GOMPBE �IAN�WITPONBIBLB (L MUDT BE DE ERM NED BRGE��BOIL COGIDOIilONB dND NACCEPiAB E /4 VERB R G.ELEMENTeBFOq DE0 GN INE VERIFY DEFT. EXACT I I AND as eGw m& (908J 494-9934 MARSTONS MILLS, MA, z°I POR BI E CONDITIONS OR FOR THE WE OP NEBE DR NGB FIRING CONBTRIICTION. PRACTGEB OF CONBTRIICTION,VERIFY DESIGN.174 LOCAL ENGINEER, / WITH LOCAL ENGINEBa AND BUI DNG OFFIC ALB. 4E&T B4RMT4N E u oawe nnnmm... mu mn.. ...i:n .ii:inii.•. - .I�iunu nu.mn .iunun.ul..►. — .- iin..nn,m a umnnn.u. � _ - _._ i::iritiii:: nnnununn 4. � — gin = _■�_ _ ■ ■IF iiilil =nl■J■— ■' ■ _rin�� ��n.. a• '�� in �t nm_ ..........................nnnnni.iiimnnnn..mnn.n.imnnm � 1 , nmi tm ..........t- • nunuml - mn i uuiu:m - n.nnn:u 1� nuuuunnnu . nulnw _ :nnuunnmumuuluuluumummnm n.m,mun.Inunntmm,iiu1.. .uwn..n.mnnnn.tn,m..nnn. m.muu..nunun.n.I.m.u.>, nu. n..nuuuu..nuwmuuunun..n I . 1 FIRE DEPAF-��ENT � DATE E REWIRED PERMITTING •� • _ �. e a -�� - FOR - - .�n..wm..n..w omuuuuuu� mulon::ontiil�mmu�inliinii:uiintiii, - �\\ ...................... ........ .uunt.. nni I uunununi u�.�unnnw.uu ■. is i::nnmu ■ I 11,7 I — ■■■ I■■■ • i ,I::::inm 1::.1nil:il nuntu m: ■■� aunnnnn u:mno.unuonn .nu I,9, -- I■■■'I i �f rm�u:'Iuunl...,, ■■■ I nim��1u�:miiul i__— • mm�u..uu n• __ •iii . ....m.. - Ioil I' uninn.wn:.iu.n::nu..... nnnunununnul....unl.un...... nnnnun . , n�mnmm .wmuu. lit:iiu n,ii m .nrinnmuounn r . :u ..... lnnnn.uln.i�l:i�in.ii� -I---- -- ���` -----'-- �i1n�u,:": .. --- r 1,1 m n.nt.utau.uunnu...un.nn.n ---"--�'----•----•---' � -- ---�■ter_ --------__-_ _III ��rnnsr�r_r-a.__ jam._�• �i III � y nupu.n...... inn /- ��in:�unll i::i::i::i:�iinnniiuii:�iu:-=' iui --® •11FE �r�•��� I.I - --- ............ ..tl., I mm I n:munulmmum. � nin::n mm _ - mums-- _ uuuuutn _tuna 1 'I EDC15TINd-DECK NEW 5EASON RM. --..t.rl�•...:. l..mln.nu�nnl.:u.n.tnl�.■I� w aiI.l�i..u:.:unn1:..�.ui.i.w:1 n.n.uun.�u•1n:n�ui.i.n..u.unu.m:�n _ - - •,... PRIM...................I..... ... i: iI ii ........ :,n"......n: i :::.nn.mn.l I•� / m. nn....unn I.wuunnnwnuununnunununnuunl nnl nnmmutmuwm.mm.mulmu r,�:i::n ■�ii�ii..inu:::i1::.n iluli:in:nn n. .r...iiinii.nulo..uun......... 0 I u . nnnnnnl now, I innii�„w•I�I � nunno�_ i�i:n�ui.,m iii:_�I n.mnl nmionii: umm..m..uuuu nm ..n.ut.n I .•.:::i t iir::....niiu•:iinu:�nnn.:.uu.uuiuuima:ununuu.uui unin,:nniin ,:.:uni•.:m:i1u:n.1u.......... .,u�nnnu m.tmn.urm.nn:.u.\7uwuuu.mu.nw�t...um.u..n.unum tn.u..m. i.m...:u: : .i:.n... . GLASS I 1 . ii u�il. . � mnnnnwnunmuumm: n........ ..... ml 24X22 inninnnuununn.nn..m.nul:nn::w::nu:u.nununnnunnnnnnuuuwunun51 FIELD ROAD AND SEASON Room. B-5�A� A�C�CWE Exr-�E4Lm m..� MARST _ • I • 1 I i / "S"•CONCRETE WALL .. '• / DAMP.PROOFING CSA •��' - I LATERAL :APPROVED. UPLIFT ANCHOR BOLT AND 4"POURED CONC.SLAB O 3"X3'XIA"PLATE WASHER '• •• '"- •• • �p • - 2X6 KEY MAIN HOUSE SPACING y •d. _ 1X6 Pt PLATE HEA •.•- '• '0•• 'd•s 'D•e 'd•• 'd•• 'd�" _ _ _ _ • I '• .c. •10"xn^CONC.FTG. --tir--° i4 ••&- +---;'-•' -- - • - '• COMI ACTED•GRANULAR!••, CN + eD•�'•D••'•• I - 'd•e•'q•. �d'• 'T 1 W • T"nIN. da'.'d!i d•• ' 't •. X • •• ';,• �'�y'.• FOUNDATION WALL FOOTING FOOTINCz DETAILS _ DIID RIDGE _•, _- _ t _ . 'd•• d•s d•s. Dr �6oa V b'-2'FROM END 8" CONCRETE WALL -_ - • OF PLATES •d:;•!°:;•,•dy•.•p.' '. 'd•.•'D•.•A•e''d•.. D•.• . �. 'a _ TYP. ANCHOR BOLT SPACING ..................................... ,L_.____L_.. - 0. EXISTING WALLS 'O° ................ 14'-0' bx ROOF FRAMING PLAN NEW WALLS -------lo. ...-- _......................... � t--Dl8'•.I6"O.C. —��—7XB'..16"O.C. nAz u'o.c ............. :P (ABOVE) =- (ABOVE) NEW 4 � IL F = �- IL CRAWL = • _ = : SPACE � .....-. .}.............................................................. BG4 BASE — ,FFZ: NPLIFT SSO EACH) ........ ...... .i................................................................ O C EXISTING b(13'e EXISTING -�T•I. = o - GRADE .;;1.�'- • tt;�nI r p ,V• BASEMENT 3"GONG. O in44 BASE DUST CpY X 3 U r - •;1 _J•F"• (UPLIFf4 00 EACH)/ tu _ II s� ,Ijnununnuuuuniuuuno uuuuuunnunnunnuuuuuuuniii� ��� ';:,•Q•' _ = n ar, = az17 z �: .fir,. _ •� - uu .....r.......... ........................................ TTP.9/B'RODS =_ - :T 1••.• .• • _ __••__• ............ .... ..................... ................................ • AT,Ib:O.C....... = .............. • • - z._ f� { } ......... ..`: '.e'BICs. ... ... ... ':e•� PROPOSED FOUNDATION PLAN / FLOOR FRAMING PLAN BUILDER JOB ADDRESS DESIGN n„nn„n,�„no J0^ n ^M�ESQ/� � 6 /'O M DATE REVISION DRAWN BY PAGE SCALE SAWYER RESIDENCE PROPOSED NEW BEDROOMS (l/�J(/�/p(l/=l%U//ll�✓//l/ o%L7J((l/✓J�O//yOJI[ �p�{7]N//\1V1/ o%// 0// !/// 8-30-16 • JB •�-oF 4 lia"•Po" �� �4�$�g�✓Q 51 FIELD ROAD AND SEASON ROOM. W rU N RONASE G DRAW NGS LE•vES F NRIXAIER RESpONS BLE R R COF/4ANCE WRN ALL W ENADT S E AND iL`INFOROE OF dLL CONCRE E FOO Mfs L ALL FOO NCd S LL ENTcND BE GW FROS LP2 V026Y S f IOCAI.BYILLMG CODES ANO OTm111ANGFb,.B DE5IGNE MAT NOT 9E M6D RE40NSIBLE MRT BE OET6tl'1olED BT'�SOIL c...Ni Alm ACLI.L. r4)VE 1 STRYCTIRAL B.ET1ENf6:CR DESIGN.S� P.0. �gJ dS4-W� MARSTONS MILLS, MA. ZI FOR SRE=ONLRION90R FOR THE ItlE OF 1NE5E DiW11MCS DIWNG GJ'NSliI1DT-0N. PfEAC11C3 T'GON9TldGTIO11 VERff1"OBIGN WR11 L0^�LL EII.WEER WTN LOUL ENGP®'A!4 BIIIAMG OFiOCL1. YBT NKIMTAGLCM4 pJY1 c ` RIDGE VENT - ZXIO RIDGE ' 2X8 RAFTERS•16"O.C. 1/2"ROOF SHEATHING IS-ASPHALT PAPER ASPHALT ROOFING _ _ _ _ ASPHALT SHINGLES WALL LENGTH•22 15•ASPHALT PAPER I/2"SHEATHING FULL HEIGHT SHEATHING•y�-2 .............O E • 6 O.G. ACTUAL 9HEATHMCv_35`% TYP.H2.5A TIES I (MIm Requlred-51_%) I i� R49 INSUL ® RATIO.Inn ° ' IX3 STRAPPING DRIP EDGE EXISTING I EDGE NAILING•_ °_O.G. I/2 WALLBOARD I/2°WALLBOARD FIELD NAILING.JZ-- 2X6'°-16"O.C. °GUTTER m DEN R21 INSULATION .—.—.J it 1/2"WALL SHEATHING HOUSE WRAP OR EQUAL ® ® ® ® Cm ® ® :r•:•:•,•'.'•: ..':i....:i.'.`f,... :•'.`rl'.'`•'. 3/4".T/G PLY, SIDING IXS FACIA NAILED A GLUED. IX SOFFIT _ • 2-1/4"VENT '•SHEAR, '.i-'SHEAR'.'.::.{' '•SHEAR': - —� -- •:WALL . .-:WALL �.• '.WALL •. O IN SUL a:vAua, 3-IXI2'•GIRD ER MATCH EXISTING -3-IR"CONC.FILLED NOTCH FRIEZE '.:3'_9"'i: '•'.T'-6"'.::'.:':.:. :::3�-9"- Q 4"GONG.SLAB LOLLY COLUMN. TO RECEIVE SIDING. _ EXISTING . P / EXI5TING Dfl•FLDOR 9rbTEM CROSS SECTION (A) SHEAR WALL FRONT ELEVATION (EAV �lllv) SAVE DETAILS rWALL LENGTH•1G'�"—-—-, NBU Daft BRAG FULL HEIGHT SHEATHING-15'-O" ACTUAL SHEATHING._] z CONNECT BOTH •� R.ATIO.2-00 EXISTING . C.J.TOGETHER SIDING I EDGE NAILING•_h_O.O. ' IELD NAILING•JZ_O.C. F -- EXISTING L.— — — — — — EXISTING BEDROOM KITCHEN NEW DINING HOUSE WRAP ..•':.•'::�,:•'.:.' .":''':.--: I/2°SHEATHING • EA Inm I i .514 :: ... •.•:''SHEAR.'::• '.SH "WALL :`.',-WALL . AL EXISTING EXISTING SHINGLE STARTER _ BASEMENT COARSE 2X6 P.T.SILL 20'-0" :•. '• SILL SEALER SHEAR WALL REAR ELEVATION OPTIONAL 2-15 ROD / TOP RING 2°CLEAR •��°•• 5/0"XI2°ANCHOR BOLTS. _ GROSS SECTION (5) • '�y ° SILL SILL DETAILS RIDGE VENT �I ZXIO RIDGE 3X8 RAFTERS•16"O.G. - - 1/2"ROOF SHEATHING - - .—• - 15•ASPHALT PAPER _ _ 1 - rWALL LENGTH•J2_-(z ASPHALT SHINGLES rWALL LENGTH•3&-Q" , ! FULL HEIGHT SHEATHING.i-4"" ZXIO'•C.J.•1 " .C. I FULL HEIGHT SHEATHING- -6' ACTUAL SHEATHING-_.2 _% - ACTUAL SHEATHING•_AO_% (Min.Rec�ulredJ�%) -- - TrP.Da T/G BRDO. ® I (Him R-Vr.d_la_%) I I RATIO.1.Oa Ton RATIO•yQ2 I EDGE NAILING•"O.G. VINri I EDGE NAILING•_JkL O.O. I FIELD NAILING• IT"O.C. A WNDOWS SEASON FIELD NAILING•JLO•C• L•—•---•------J ROOM . EITIAP •IwAP °lt4P •TI•AP nfro TNie nau Tw° 5 uNn T T � loalr.NEW 4X4 P PO uHrt T'P var HEA• EA R '.��.�SH R •'• STING ���`.SHEA •.• IXI `.SHEAR �r•.'•SHEAR-•�-••'!':• R :.• -- - ..'rWALL ..-.''.'WALL `.;:`.WALL `. :WALL TI 12 E K LO R Y -',WALL yp i i 6g •. 1 3. .�3'�4"'-. .::. 'T-10"�::•:.•:�., :::,:5'_3"'-::.: .:'.:.':`:::r:�..:B'-109'i"v:•::� ;::,:�,•.:. y .'T 12'-6" SHEAR WALL LEFT ELEVATION GROSS SECTION (G) - .3B,-°" ' :.... SHEAR WALL RIGHT ELEVATION E R BUILDER JOB ADDRESS DESIGN „,"^��o y.=�n n®(`/)� �'J��ft Q� /�O�j DATE REVISION DRAWN B7 PAGE SOLE JB I�esiglns SAWYER RE5IDENCE PROPOSED NEW 5EDROOM //w//// LV/11�71//�J/( Ol/'�Ojl �_%') 0//�UV/ o/l//- Il u 8-30-16 M JIB [_aor A va°•1'-0" 51 FIELD ROAD AND SEASON ROOM. W fU P�enu°E pAY WGe EAv£f PUFC Y°tR aE.POMSINE T�r�rPUW�E aE�W T° �HCRE E OO1afd " LL c°on we°Nun EX END ev z Nae°u� ean*oEr u• �a � e300)494-9534 )- 1.00LL eURDGIG�E°AND ORDINANCE°,a OEDIGMb 11AT NOT GEA�G FFEPOMBmLE FNGT eE DEI£IaM1DI©T'ICCSL COIL(XTIDTLN!Alm ACO�TAeLE f.)VEl•fFT BTIaUO1V1•AL ELEMENTS FGR OEOIGH f°� EATO.•aPYT.aeLF IY OYN MARSTONS MILLS, MA. =I EON GnE CONOITOIU OR FOP 1HE"'°OF n1EEE°'°°II°"`f°°UWl'G�'HGTWCnOH- PRdCTmO OI'CONSTrd�T011 V9¢IFT OF3mN WIr11 LOUL ENGMEE]Q. YIfIN LOCdL EHGINF�a A!m dROMG 6Flm/1. AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS MPH WIND ZONE W INO ��G�S(JrL��MASSACNUSETTS CHECKLIST FOR,GOMPLIANCE(780 CMR 5301,2,I,Ij ®CHECK // // /�--'5 // J� COMPLIANCE U UUU U U (l�)))//���777000//! UUU w�/((�� w((�� . 0 1.1 SCOPE 3 WIND SPEED(}SEC.GUST).•__________________________________________________.................... IIO MPH I WIND EXPOSURE CATEGORY.__--_.-._ ______________________B 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 0 IN 12 SLOPE SHALL BE CONSIDERED A STORY) I STORIES C 7 STORIES�_ JOINT DESCRIPTION CN BOX NAIL° 1dALL SPACING c ROOF PITCH.........................................(FIG 2)._.______,___.._.__._____....,.__.___JaL12-<1117 1/_ MEAN ROOF WEIGHT----------------------------------(FIG 23..................................... 11 FT C 33' / ROOF FRAMING OUILDING WIDTH.W_______............................(FIG 3)....._........_.......... ............ FT C Bo'�_ BWLDING LENGTH,L.__.............................,fFIG 3)...__._._..__....._.._.._...._.___....38-FT C 60'�.- BLOCKING TO RAFTBa3 ROE.NAILB]1 ]-id 7-lOd EACH END BUILDING ASPECT RATIO MU)........................fFIG 4)._........._........................ Inn <3,1 RIM BOARD TO RAFTER(END-NAILED) _ 7•14d }Iid EACH END NOMINAL HEIGHT OF TALLEST OPENING]................(FIG 4).....................................A-Fl"C 6'Bn WALL FRAMING TOP PLATE AT INTERSECTIONS(FACE4I4 LED) 4•LLd —d AT JOINTS 1.3 FRAMING CONNECTIONS DTlO TO 51UD IFACE�lA.LLED) 2-Iid 2-Id 74 O.G GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE L______________________________________________ �_ HEADS(TO HEADER(EASE-NAILED) LLd Iid li'O.C.ALONG EDGES 2.1 FOUNDATION TYP.FIELD NAIL SPACING FLOOR FRAMING ad COMMON.6"O.C. FOUNDATION WALLS MEETING REQUIREMENTS OF 100 CMR 5404.1 JOIST TO DILL,TOP PLATE OR GIRDER ROENAILEDJ 4•Sd 4-IOd PER JOIST CONCRETE.............................................................................................. .AL. TTP•T/Ii'WOOD BLOCKING TO JOIST ROE4IALLED) 7•itl 7-IOd EACH END •'.,�• BLOCKING TO DILL OR TOP PLATE rtOE-NALEDI }Iid 4-Kd EACH BLOCK CONCRETEMASONRY.............................._..........._........_........_._..._................. I/ • ,'. BTRUCTURA PANELS •'• 2.2 ANCHORAGE TO FOUNDATION° - '�s•. LEDGER STRIP TO BEdI'I oR GIRDER(FACE-NAILIDI }Iid 4•lid EARN JOIST ',•. \ ,••• • JOIST ON LEDGER TO BEAM ROE44AILEDJ Sid }K)d PER bl6T SIB"ANCHOR BOLTS IMBEDDED OR S/6'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY ,••, •' • BAND JoisT To JOIST R TOP MAT }lid 4•lid PER JOIST BOLT SPACING-GENERAL.........................(TABLE 4)........_.__...................._._...�.d—IN._)L \ •• ••-•' ROOF JOIST TO SLLl OR TOP PLATE ROE.NAILEDI ].Iid }Iid PE3e JOIST n , .,i..•�., BOLT SPACING FROM END/JOINT OF PLATE.........IFIG 5)..................................6J2 IN.<b'A'_SL .. • ••• ROOF SHEATHING BOLT EJMBEDMENTCONCRETE.....................(FIG 5)---------------------- IN.>l°�_ ___. —__ WOOD STRUCTURAL PANELS . :, BOLT EIMBEDMENTtIASONRT......................(FIG S)..........__._...._.............__.._O-UL>Li°�_ TYP.EDGE NAIL 6PAGIN •.: • ,+..'• d IOd i'EDGE I i'flELD •.: • • ,. ,•• ••, RAFTERS OR TRaS6E5 SPACED UP TO 16'O.C. S PLATE WASHER..._.__.__.........................(FIG 51.._..___...___.__._._...__..___.._.._.)3°X3°XI/4°�- (6d COMMON.6'O.CJ ,• •• \\ \ \\ \ RAFTER°OR TRWbED 6PACID OVER 16°O.G. .d IOd 4'EDGE/4'FIELD .. 3.1 FLOORS i•°• GABLE ENOWALL RAKE OR RAKE TRWH) w Od i'EDGE/i'FIELD RAFTER CONNECTIONS '• `• TW No GABLE OVERHANG FLOOR FRAMING MEMBER SPANS CHECKM........... (PER 100 CMR 65.00J._-------------------------------- �L WI ISLE EGABLE RAKE N RAKE TWDS ad IOd b'EDGE/i'FIELD NON- ••TTP.His TIES GA MAXIMUM FLOOR OPENING DIMENSION.................(FIG b)...........__.•.............._........�FT<17'�_ ;.• •'• P.HORIZONTAL DOUBLE W/6TRUCTURLL OUILOOKERb •- LOADBEARING RILL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS Y FROM EXTERIOR WALL(FIG W.......................• �_ _ '�, NAIL EDGE(STAGGERED NAIL GABLE BCOIU.LLL RAKE OR RAKE TRIIb! rb Id 4'EDGE/4'FIELD MAXIMUM FLOOR J016T SETBACKS STUD NEIGFR UPLIFT PATTERN Bd COMMON-V O.0 SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG V..................... .,;, WALOK(M BLOCKS _________________IL_.FT C d_SL ,. �1 OdDBEARING MAXIMUM CANTILEVERED FLOOR JOST MAX.WALL \ , ,. CEILING SHEATHING HEGHT 70' P.VIb"WOOD STRUCTURAL STUD HEIGHT 6UF'PORTING LOAD13EAPJNG WALLS OR SHFARWALL.(FIG S)........................................................................1]_FT<d�- . 9d COOLER° / ••,:•': GYPSUM WALLBOARD FLOOR BRACING AT ENDWALLB...._,..-_____________.(FIG 9).______._____.-___._-...___-._.__.._____._.___.. _3L •..• •,.• •. VERTICAL PANEL BREATHING MAX WALL WALL SHEATHING FLOOR SHEATHING TYPE..............................(PER ISO CMR 55-00)..__......._...._.._...... .. �- _ . IaII •••-•_ • • •,• TRUGIURAL PANELS '. . . WOOD FLOOR SHEATHING THICICNE55______________________._.(PEA ISO CMR 55.00)..........................IN3.F M.�_ •. ••,.. ••• P.SPACING f8 AL EDGE NAIL HEIGHT 10 I O FIELD FLOOR SHEATHING FASTENING_____________________•..(TABLE 2) A A NALS AT�i.JN EDGE/�_IN FIELD�_ . •.. ••" 6pACING fBd COMMON STUD!SPACED LIP TO]!°O.G lOd i•EDGE P IA'AND]53]'FIBERBOARD PANELS Sd !'EDGE/10 FlIEL O.C.) VY GYPSUM WALLBOARD Stl ROOLI3RD T'EDGE/10'FIELD 4.1 WALLS pll WALL HEIGHT - FLOOR SHEATHING LOADBEARING WALLS.--__-----------------------(FIG IO AND TABLE 5)-----.--.._......_.....S:A"FT<10'.�L_ .FIELD NAIL SPACING ''• • PANELS O.C.N-LOADBEARING WALLS........................(FIG 10 AND TABLE 5J...... ....-._. Z�Fi<E7;�L_ ' • ''_':_" COMMON. ad IOd i'EDGE/It FIELD ._______. � WOOD DTRUG'M1IRLL • • FOR LED° WALL STUD SPACING.................................IF 10 AND TABLE 5)._.._._. JL_IN<24"O.G�- •• •• •• •" •:'••„---,•„-, •• • GREATER THAN Y IOtl IOd i EDGE/i RELD WALL STORY OFFSETS (FIG T 1 6)----------------------------------- FT(d _ _ __ 4.2 EXTERIOR wALL5' GENERAL NAILING SCHEDULE WALL STUDS -1•• LOADBEARING WALLS._...........................(TABLE 5)............................7X_Jbi-AFT_a_M I/ _ LATERAL NON4_OADBEARING WALLS.........................(TABLE 5)............................7X 1i-_3_FTBIN�C.._ •: GABLE END WALL BRACINGI °' ♦ • • •• RILL HEIGHT ENDWALL STUDS......................(FIG 10)............._--_--___-----_-_____-__--------. �_ •• d••.'!'• I•' d•A d•• - WSP ATTIC FLOOR LENGTH.........................(FIG 11)------------------------------------_SET.FT"" GYPSUM CEILING LENGTH(IF WSP NOT USEDI-------.(FIG ILA.---------------------------------.12_FT>0.9W�_ I • • ,.•• DOUBLE T AND 2X4 CONTINUOUS LATERAL BRACE.6 FT.O.G(FIG 11)----------------------------------------------- _LL_ '.. 0•A dY SHEAR •.'dt .'d••d,• Le OP PLATE +• OR Do CEILING FURRING STRIPS.I&'SPACING MIN•WITH 2X4 BLOCKING.4 FT.SPACING IN END____.-_..__. • `� • •• •• •• JOIST OR TRU66 BATS.--------------------------------------------------------------------------------- •D••r 24.O.C.MAX • 74'O.G.MAX••' DOUBLE TOP PLATE o.. STUD SPACING��•,°•� , • '• .'d-• bTlld SPAGNG"p•F•� SPLICE LENGTH.................................(FIG BAND TABLE b)._._........._.....__._....-E_FT�_ •..• • i i • • • . • ♦. c SPLICE CONNECTION MO.OF Iid COMMON NAILS) (TABLE kJ........................... .,.- _AL •• ••• r• • . •� . '�• ' T LOADBEARING WALL CONNECTIONS • p'• d'• d'A. d•• t ]•t 0'••.'d'•4 dj d••' HEADER ,� • .. • f.°. d• LATERAL(NO.OF U:D COMMON HALO)........ RAOLb V----------------------------------------1 �_ • • •:•♦•' • ' • • • •' NON4.OACBEARING WALL CONNECTIONS •, r•.. ••♦ •• • r•! •,!r DOUBLE HEADER LATERAL(NO.OF Iid COMMON HAILS)............(TABLE B)....................................... Z �- d'•. d'• 'A d'A.'d•• LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) HEADER BPANb._...............................(TABLE 9)..............................A-1-T 12JN.C II'_)t_ SILL PLATE SPANS.--_----•-• .......(TABLE 9).............................�T�JN.C II'�L MAXIMUM WALL STUD HEIGHT , STUD SPACING , FULL FULL WEIGHT STUDS fNO.OF STUDS)...............(TABLE 9)....................................... 7 1/ NON-LOAD BEARING WALL OPENINGS[RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) HEADER SPANS.---- --• ---------------------`TABLE W-----------------------------�pT�1N.<n•-1L_ RAFTER CONNECTION AND WALL SHEATHING b SILL_PLATE BPANB..............................(TABLE 9).............................AFT_.SIN.<TY_1L_ 1 OUBLE JACK STUD FULL HEIGHT STUDS MO.OF SNOB)......... -.RABLE 9)......._. REQUIREMENTS AT EACH ENO OF HEADER ..._ ...............................Z �L MINIMUM EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSL7♦ I HEADER SPAN HEADER NUMBER OF UPLIFT LATERAL WINDOW GILL PLATE MINIMUM BUILDING DIMENSION,(W) FULL44EIGHT (FTJ SIZE STUDS 44M (LBJ (LB.) NOMINAL HEIGHT OF TALLEST OPENING).-------------------------------------------------------.�C SHEATHING TYPE................................MOTE 4)....................................... in IN.�- 2' 2-2X4 I 2TT 132 EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 4 IF LE56J......__...........—IN.�_ FIELD NAIL SPACING.............................(TABLE I0) ............................._._....—IN.. 11 SEE PAGE 3 OF 4 3' 2-Dc4 Z 416 19B ,I SHEAR CONNECTION(NO.OF Iid COMMON NAILbJ (TABLE 10)......................................� �.- j 4• 2-2)<4 7 554 264 PERCENT FULL44EIGHT 614EAT14ING.................(TABLE 10)......_.______........._..........._—% 2-2X4 3 JOSS 330 �C- 54 ADDITIONAL SHEATHING FOR WALL WITH OPENING)b'S'(DESIG N CONCEPTSI........................ MXIMUM BUILDING DIMENSION,(L) T b' 2-2X6 3 S31 396 -- ------.-' ----------- --------------------- A ,:f•' :r :c rc NOMINAL WEIGHT OF TALLEST OPENING' -- ---------------------------------------------d_a C b'B"�- l' 7-2X8 3 SID 462 SHEATWING TYPE..................._._._........MOTE 4) J�IN•-AL._..___________________________________ I g' 2-ZXI2 3 1108 528 ..'p••..'di .•d••.'dam.'p; .'p•• .'d•• ,•d••.'d•A.'d•p. EDGE NAIL SPACING.............................(TABLE 11 OR NOTE 41F LESS)................ - i. •• FIELD NAIL SPACING..................... _.(TABLE ILA.___.-_ SEE PAGE 3OF{ • • , • i, • i,• .i• • • �A• i•!��%•e.% '• _________________ ___.____.___...._._.____.____-_._M..�L_ 9' 3-2X10 3 14� - 594 •.:4 •�L• •• •r ••• . R'1 SWEAR CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE IU......................................._ _AL 1 ••. d'• d'• d'• d'A.. d'• �d'•••d•• d 13B5 660 PERCENT FULL44MOWT SHEATHING (TABLE IU.--------------------------------------t _.�L_ 10' 3-2XI2 •: • •: • •: • '.. TTP.ANCHOR BOLTS AND • 1i.' • •,!� !� 31x3'xl/4'PLATE WASHER.:� • •• 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING)VA'(DESIGN CONCEPTS).......................... �_ ii' 4-2XI0 4 1 24 T76 •, r •• Ji WALL CLADDING RATED FOR WIND SPEED................................................................................. WALL OPENINGS - HEADERS - S,I ROOFS ` IN LOADBEARING WALLS °''��d; 'd:�.'d:'.'e;:'e•:`.'p `.'d,''.'d:`.'d: ROOF FRAMING MEMBER SPANS CHECKEDT(FOR RAFTERS USE AWC SPAN TOOL,SEE BBR5 WEBS)TE) - ROOF OVERHANG.---_..............................(FIGURE 19)._-----__--_-- 15."_FT(SMALLER OF 7'OR L!!_.1L_ TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS PROPRIETARY CONNECTORS : • . • • • • UPLIFT........................................(TABLE D).....................................U.23j2PLF I/_ LATERAL-•-•-----•---•----•--•-----•---•---. .....................................L.Mb PLF SHEAR.......................................(TABLE 12)...............:.....................S.--PLF RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131................................T--MpLF GABLE RAKE OUTLOOKER............................(FIGURE 20).............. 0 FT C SMALLER OF 2'OR L/2�- TRUSS OR RAFTER CONNECTIONS AT NON-LOAOBEARING WALLS PROPRIETARY CONNECTORS .I UPLIFT........................................(TABLE 14)•-----------•----•----•--•-----•--•-.m�LB.�L_ _ STUDS AND HEADERS LATERAL(NO.OF Ibd COMMON NAILS)..........(TABLE H).....................................L•Jh8-LB. ROOF 6WEAT14ING TYPE..............................(PER ISO CMR 58.00 AND 59.D0).-_----------------_- -_�L.__ _ ROOF SHEATHING THICKNESS.........------------------------------------------------------ 1/, K)'VI6°WSP�_ I AROUND WALL OPENINGS ROOF 6HEATWING FASTENING......... ........(TABLE V.---------.-_-___----_-__---_---_____-.-.-_.. �L BUILDER JOB ADDRE55 DESIGN DATE REVISION DRAWN BY PAGE SCALE JB Des1 ns SAWYER RESIDENCE PROPOSED NEW BEDROOMS `^�'^��� " ""� I c®m 8-30-ICE M JB •�oF� v4"•r o" r!TrTr?TTrr. . 8� FIELD ROAD AND SEASON ROOM, ALL o N�� _�,E�°ND°„: a D DAB E "°N=T" -_LL-NO--%� y '�6 �g.)494-95� MARSTONS MILLS, MA. Z FOR S0E CONS TONG OR FAR NE WE 6 THESE]RAWM69 DwMd C ND R. �N PRd 1 GEi�F COND1dC ON vE+bT DEEIiN Y N LOCAL FNGMEYL d N LOCLL EN3M®l A ID d 7MG OR CY A tlOT aueArTAd.E/fl o7.i• j_ I Certified Plot Plan in Barnstable, MA Address : 57 FIELD ROAD Prepared For : JENNIFER SAWYER Assessor's Map: 150 Lot: 050 Baxter Nye Engineering & Surveying Community Panel Number 250001 0542 J. Effective Date 07-16-2014 Registered Professional F.I.R.M. Map Zones: X (un—shaded) Engineers and Land Surveyors Plan Reference: Plan Book 198 Page 43 78 North Street, 3rd Floor Deed Reference: Deed Book 13323 Page 288 Hyannis, MA 02601 Zoning District: RF Phone — (508) 771-7502 Fax — (508)-771-7622 Owner:Jason S. & Jennifer F. Sawyer Job Number: 2016-049 Scale ; 1" = 30' Date : 07/07/2016 N/F BARNSTABLE HOUSING l N/F BARNSTABLE HOUSING AUTHORITY AUTHORITY DEED BK 9481 PG 201 I DEED BK 9481 PG 201 PARCEL 150-047 PARCEL 150-048 tt: N 46'26'20" E "�15' DRAINAGE EASEMENT `: 130.00' PER PLAN BK. 198 PG. 43-\IN — E)t —■ P / 1. LIMIT OF N.H•E•S'� ATE OF NABITA 1 !�. �, ,l 'S A )PROX p &' p/RIO�R FSTIMA N/F BARNSTABLE HOUSING APPROXIMATE 1< AUTHORITY Q � 1 EXISTING SEPTIC DEED BK 9481 PG 201 �L Z / PARCEL 150-049 O W y T J. (Wj) 0 O O O / EXIST Os EXIST DECK m DECK N/F JOSEPH A. FARIA 135.3'± m DEED BK.22719 PG 212 __ x �-EXISTING Ac -- - z UWtLLLNG PARCEL 150-051 o - �, #57 �C] 47'f o m I w APP XIMATE. / x PARCEL 150-050 I EXI TING / 4 I o z I µ 20,800f S.F. I GRAVELDRIVE / � ¢ 130.00' - - - - S46'26'20' W / � - - - - - EOP — FIELD ROAD EDP — NOTES: 1. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAY BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE ENGINEERING & SURVEYING. 2. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON JUNE 21 & 22, 2016. 3. ENVIRONMENTAL INFORMATION: PER MASS GIS OLIVER AS OF 07107116: • A PORTION OF THE SITE APPEARS TO BE WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE AS MAPPED ON MASS GIS OLIVER PER NHESP "ESTIMATED HABITATS OF RARE WILDLIFE' FOR USE WITH-THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).' • A PORTION OF THE SITE APPEARS TO BE WITHIN A PRIORITY HABITAT AS MAPPED•ON MASS GIS OLIVER PER NHESP "PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). • SITE DOES NOT APPEAR TO BE WITHIN A STATE APPROVED ZONE It GROUNDWATER RECHARGE PROTECTION AREA. • NO WETLANDS DELINEATION OR DETERMINATION WAS PERFORMED FOR LOCUS AT TIME OF THIS SURVEY. I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL OFr,��S FLOOD HAZARD AREA. SI�ANE c� � THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. w MALLJN c� 6to.48687 �Sc-I REGISTERED PROFESSIONAL LAND SURVEYOR - BAXTER NYE ENGINEERING & SURVEYING DATEG�,uw�rys��� I GENERAL NOTES.'] -r o P » o wrL�e-T TES SOIL TEST PIT DA TA IN VET ELEVA TIONS.' �''• �� 2• d d J. THIS PLAN IS FOR THE DESIGN AND � T.P. -1 T.P. -2 CONSTRUCTION OF THE SEWAGE DISPOSAL ) GRND. ELEV. g GRNO. ELEV. g 3 FACILITY ONLY. INVERT AT BUILDING yz& A' G.W. ELEV. y• G. W. ELEV. P. ALL CONSTRUCTION METHODS MATERIALS AND INVERT IN A T SEPTIC TANK •�2 MAINTENANCE FOR; THE SEPTIC SYSTEM SHALL INVERT OUT AT SEPTIC TANK •� ACCESS COVERS MUST BE WITHIN G ' OF FINISH GRADE. CONFORM TO MOSS; D.E.0.E. TITLE 5 AND LOCAL INDICATES BOARD OF HEAL TH'REGULA TIONS. INVERT IN AT DIST. BOX R 1. 7 ��.�q, PEAC. TEST INVERT OUT A T DIST. BOX •�� �� 3. ALL SEPTIC S)STEM COMPONENTS SUBJECT TO 'e 1.5O VEHICLE L OADING i (I.E. UNDER DRI VEWA YS, ETC.) INVERT IN A T S.A. S. 8 ). 90 MIN. 2' OF SHALL BE DESIGNED TO WITHSTAND H-20 LOADING. 5�1 ° 1/B'-1/2' DIA. BOTTOM OF S.A. S. go. y 0 4 MIN. 5=10 WASHED STONE INDICA TES 4. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR OBSERVED GROUNDWA TER O ? 12 DEp y g)• GROUNOwA TER S - APPROVED EQUAL. ADJUSTED GROUNOWA TER 7 5. g0 f 0 DIST. 3/4 -1 1/2 DIA. v W O 5. BEFORE STARTING CONSTRUCTION CALL DIG SAFE m o 41300 GAL. BOX WASHED S TONE SEPTIC TANK � INDICA TES 1-800-322-4844 FOR L OCA TION OF UNDERGROUND UTILITIES. SEPTIC TANK S D-BOX TO BE SET ON A TE PIT 6• DATUM IS 1�-S $ �� 6' BED OF COMPACTED CRUSIYED STONE. CONTRACTOR TO MA 7ER TEST D-BOX TO " PROP. S.A.S. 7. NO DETERMINA TION HAS BEEN MADE AS TO COWL LANCE '` SHOM LEVELNESS, t WITH DEED RESTRICTIONS OR ZONING REGULATIONS. 14) IT SHALL REMAIN 1 THE OWNER'S RESPONSIBILITY TO - DEEP OBSERVATION HOLE LOG Hole# OBTAIN ALL REQUIRED PERMITS, SPECIAL PERMITS, ' DA TE 30 VARIANCES, ETC, FOR THIS PROJECT. Depth from j Soil horizon Soil Texture Soil Color Sail Other L. Surface(in.) (USDA) (Munsell) Moulin Structure,Stones,Boulderes. S I - g ( • G�t'O�s L S U V B. IT HALL REMAIN THE OWE✓EA S RESPONSIBILITY --�- - —�- TO HAVE THE PROPOSED DWELL LNG FOUNDATION ► , 'b v ` V--, 9•W. �L• 7 5' n IV TEST BY.• V• Act PITO�.,S O)Z j j�`Tb WITNESSED BY* '� DESIGNED TO ACCOUNT FOR THE EXISTING GRADE � g ---------- �—..� AND SOIL CONDITIONS AT THE L OCA TION OF THE 4i B t� Rb AW i t PERC. AA TE MIN./ IN. ) �--� C S`ri -f PROPOSED DWELLING, iw �.�' H�rLL F�� PL�1�'t�-b GL��� �• �')LL�D 1�1rt� -�----- r DESIGN C9I7E9I1.' Jzz� Z' DESIGN FL OW z .3 BEDROW DWELLING 9 110 GAL/DAY PER BEDROOM DEEP OBSERVATION HOLE LOG: Hole# EOUALS 330 GALS. PER DAY. Depth from Soil I lorizon Soil Texture Soil Color Soa Other 40 G' r*F 5:0r_'4_- 6?,)k—s�f�.� Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. / SEPTIC TANK AE:.OUIRED.• ba _ • toy 330 GPD X 2:00,2' !Z!6 0 GAL. S .A .S . SEPTIC TANK Pf�OVIDED. 5�0 p GAL. P RO�OSD Z 7 ! SIZE OF LEACHING FACILITY REQUIRED DESIGN PEEAC. F?A TE o �.MINUTES/INCH - - EMOVE UNSUITABLE SOIL RFNEATH AND IN A 5 FT. WIVE ZONE AROUND THE S.A.S. GALL OAS PER DA Y AND REPLACE WITH CLEAN SAND AS SPECIFIED IN TITLE 5,DOWN TO THE C1 STRATA. SIZE OF LEACHING FACILITY PROVID , u S� - .� L�L�-, `n) uSO ,S �L4 s Lx N 46 26 20 . _.- �l 4' E 13000 � .�, v / SIDEWALL 1 S.F. X 0.74 - o-r GPD L OT A Parent material(geologic) 0(3 TW 4g4 Depth to Bedrock 1 0 .5070M 6 v _ S.F. X O.�Z - rJ GPD g Nya_. �K1 • TOTALS `► �� S.F. 3 � Q GPD Depth to Groundwater: Standing Water in Bole: Weeping from Pit Face 20800f S.F.. p g — =� p g —. ---. .. .----- Estimated Seasonal High Groundwater Z r 12•�t.�C DETERMINATION FOR SEASONAL HIGH WATER TARLk O p Method Used: f{1"pTqW. / /_ // r/Q EXISTING O Depth Observed standing in obs.hole: . C7 in. Depth to soil mottles �f� ' + ' _ _in. 0 LEACH PIT Depth to weeping from side of ob..dole: _ in. Groundwater nd'uatnu:n; �, �jY_ Il. �l/I (p index Well �r*p,edinR Date Jtit*±,.r_ Index Well level _ Adj.factor Adi ;in and.�tci 1 c:vcl iz.q �%Mt-1c I — � --- REVISIONS.• 'QRoP05 PERCOLATION TEST U.te grime - - - - NO. DA TE REVISION �0 $.,�•�j'- RFl, v Observation l Hole N Time at 9' • S EYTI G Depth of Pere Time at 6" _ • his•>t...�L � LLJ Start Pre-soak Time Q �� t/CJ ll/ Time(9--6") : (� End Pre-soak ••l/ /0• —_ EXISTING Rate MinAnch ,�, 7M� _� � 1 2 Cf'Wvl5 1< 3 B.R. a i DUI DWELLING Site Suitability Assessment: Site Passed Site Failed: Additional Tcsting Necti,:o I �t TOP FOUND. I Q ti 64.24 T.P. 1 �� i. 82. 9 ' a� F�� w ���t s9c 3 Ali L� ' '} , , s�`` PAUI ti I J+ f R°`�E tl�Z o RYLL PLAN SHOVING THE DESIGN OF A PROPOSED 1 �1 v REPAIR TO AN EXISTING SUBSURFACE SEPTIC DISPOSAL SYSTEM, LOT 44 -0.�__^ s 4 -2�'2o_'_w - 130_ oo --_-__--0- *� FIELD ROAD, BARNSTABLE, MA P F S ONAL ENG NE _(CIVIL) PR FE S 0 AL ANDS Y R SCALE 1 " = 30 ' AUGUST 17, 1998 g.za •fig erg- CANAL LAND SURVEYING FIELD ROAD oA TE 306 OLD PL YMOUTH ROAD, BUZZARDS BAY, MA DA TE {