Loading...
HomeMy WebLinkAbout0021 BUMPS RIVER ROAD - Health 21 BUMPS RIVER A= i ao��o i�Db�- rn�trsl'vns m i�lS Commonwealth of Massachusetts 461 Title 5 Official Inspection Form ORIGINAL Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2 2009 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Important: A. General Information When filling out forms on the I �� computer,use 1. Inspector: only the tab key to move your Patrick M. O'Connell cursor-do not Name of Inspector use the return key. Septic Inspection Services Co. Company Name tab 189 Cammett Road Company Address Marstons Mills MA 02648 City/Town State Zip Code 508-428-1779 SI 12855 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true accurate and complete as of the time of the inspection. Theains 'tion was performed based on my training and experience inthe proper function and maintenance of on s�t�t sewage disposal systems. I am a DEP approved system inspector pursuant taSection 15:340 of Title 5 (310 CMR 15.000). The system: 'y).1 ® Passes ❑ Conditionally Passes ❑ Fails - ❑ Needs Further Evaluation by the Local Approving AuthorityCIO N AA November 2, 2009 (;Insectorr=sSignatur�e Date The system inspectors'hall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)withi 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. 09-242 Bruso r.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 15 �+ /Z nI Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2, 2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Tank is not in need of pumping at this time, leaching pit was found empty. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no or not determined (Y, N, ND) in the ❑ for the following statements. If"not determined," please explain. ❑ The septic tank is metal and over 20 years old*or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed 09-242 Bruso r.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 15 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2, 2009 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank.and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. 09-242 Bruso r.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is Osterville MA 02655 November 2, 2009 required for every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than_day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. 09-242 Bruso r.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2, 2009 every page. Cityrrown State Zip Code Date of Inspection B. Certification cont. D) System Failure Criteria Applicable to All Systems (cont.): Yes No ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. i I r privy is within 50 feet of a private water supply❑ ® Any portion of a cesspool o p y p pp y well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CM 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 09-242 Bruso r.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ^M 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2, 2009 every page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner) provided with ® ❑ information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] 09-242 Bruso r.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2, 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 0 Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ® Yes ❑ No Water meter readings, if available last 2 ears usage d N/A Irrigation g ( y g (gpd)): system. Sump pump? ❑ Yes ® No Last date of occupancy: September 2009 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow (based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): 09-242 Bruso r.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2, 2009 every page. City/rown State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: None Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: Compliance date: 10/20/95 Were sewage odors detected when arriving at the site? ❑ Yes ® No 09-242 Bruso r.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 115 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): 2' Depth below grade: feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): 1' Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No -------------------------------------------------------------------------------------------------------------------------- Dimensions: 8.5' long x 5.2'wide- 1000 gal. Sludge depth: 3" Distance from top of sludge to bottom of outlet tee or baffle 27" Scum thickness 2" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 12" I� How were dimensions determined? Measured 09-242 Bruso r.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15 Commonwealth of Massachusetts v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Liquid level was found at bottom of outlet invert, tees intact and clear. Tank is not in need of pumping at this time. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): 09-242 Bruso r.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M e'' 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2, 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) II Tight or Holding Tank(cont.) Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): No solids or high stains present, liquid level was found at bottom of outlet pipe. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No 09-242 Bruso r.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 15 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2, 2009 every page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ® leaching pits number: One 5x7 pit. ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leaching pit was found empty with no definite sidewall stains or evidence of surcharge. 09-242 Bruso r.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2, 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Cesspools(cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 09-242 Bruso r.doc-0B/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 15 Commonwealth of Massachusetts 4 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w„ °r 21 Bumps River Road Property Address Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2, 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate aJl wells within 100 feet. Locate where public water supply enters the building_ / / / / r r r / / / / r / / f / / / r / r • / r / / ! / J / / / f J • / / / J / / / / \/\/`f\f\f\f♦f\/\f♦/\J♦f\/\f\J\ ! /\ /\/\J♦/\!\/,/,f\f\/ , \ \ ♦ ♦ \ \ \ ♦ ♦ 14 39 41 50 Bumps River Road Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 21 Bumps River Road Property Address fl Karen Bruso Owner Owner's Name information is required for Osterville MA 02655 November 2, 2009 every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to ground water: 20 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers -(attach documentation) ® Accessed USGS database -explain: USGS topo map and town GIS. You must describe how you established the high ground water elevation: Town groundwater contour map shows water below el. 15 and topo map shows property at el. 50. 09-242 Bruso r.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 15 TOWN 0 BARNST LE L0 C A`FION '461(a6'/1SEWAGE # VILLAGE ASSESSOR'S MAP & LOT.4,0-60,46e�' SEPTIC TANK CAPACITY lL /c7�X LEACHING FACILITY: (type) /Z�/^�i 9 (size) � � NO. OF BEDROOMS ,�- BUILDER OR OWNER01 1 1frDX`PE 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 Leac 'ng Facility(If any wetlands exist within 300 feet of ea n f ' ty) Feet Furnished by G� �v�v�,.ps ��vzr. � , 0 S�4�xv�•1�.�. / Y l GPI_ v UJa4TC—�, LANE TbWN OF BARNSTABLE LOCATION �SEWAGE # VILLAGE '���j�!//L�,� ASSESSOR'S MAP & LOT !QD,60i oo , INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY /4 �' G• LEACHING FACILITY:(type) (size) „�b X NO. OF BEDROOMS_ PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER �}ys/,d1' � q DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �/ r 3cl .3 L/7-y -3 � S P- Y131 Ido /10 0 01 o J'7 �y l ti No..---- ...--...... ... .. .......... t� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiun for Uin.Vn!3al Worlai Tomitrur#inn Veratit Application is hereby made for a Permit to Construct ( t-11"or Repair ( ) an Individual Sewage Disposal System at• '�9 V ....a. .............. r ._ ...---...........----_... .. --..--. . L t' n-i\dd e or Lot No. 4 caner `�;11 , •--•-----Address ..... .............. Faller Address ✓ ��� , 33 WUo Q Type of Building � L Size Lot-_-_---/c--------------------Sq. feet Dwelling— No. of Bedrooms------- -------------------------------------Expansion Attic Wtj) Garbage Grinder aOther—Type of Building ....n! ............... No. of persons_----..._------_-_---.--.--- Showers ( ) — Cafeteria ( ) a' Other fixtures ---------------- -------------- - - w Design Flow....................."J.10------------gallons per paw,@R per day. Total daily flow........_._—�.0.......................gallons. WSeptic Tank—Liquid capacity------------gallons Length---------------- Width---------------- Diameter....------------ Depth................ x Disposal Trench—No. .................... Width.................... Total Length-..___--__-_----.--- Total leaching area_...................sq. ft. Seepage Pit No...................... Diameter.................... Depth below inlet---------------_.... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing�nk ( / `"' Percolation Test Results Performed by.- - . - - �..� Date. /�/-1 /� . aTest Pit No. 1----------------minutes per inch Depth of Test Pit___-_-.----__--__-__ Depth to ground water-__-----------_-------.. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a - - -- - - ••-- 0 Description of Soil....nn _. ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- w U Nature of Repairs or Alterations—Answer when applicable.------.--...................................................................................... ..----•------••---•-••--------------------•------------•--•-•---•---•---•-•------•--••--------------•-----------•-•••-------------•-----------•-----••--•-----•-•-----••..I......_...................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersig ned further agrees not to place the system in operation until a Certificate of Compli_ ee ' sued.by the oard of health. . �ed ._ � .....- -- - -.�.. : .......... . ..;. e Application.Approved By . ...-. �------ -- . Application Disapproved for the following rear nr ------------------------------------------------------------ ......... . ................................ ... .. ------------------- - -----..------------------------------ ........................................ __ ...._...- -- ------------------------------`------......--------..Dace----- Permit No. .�_". :. ............. Issued c Da[e . c No.........,_. ... .. FHB.... ..! ..:..:......... 1~ I.THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Di-npa!ml Works Tonotrnr#inn ramit Application is hereby made for a Permit to Construct ( tf)or Repair ( ) an Individual Sewage Disposal System at: V ... .... ... r...- a Lo:atipn-Addre'ss r or Lot No. r P ._.._a..f�. ......... ..................................................................... - / / &66Owner Address ..................•••._......._ Installer Address /, 33 UType of Building 4t�F.4� Size Lot............................Sq. feet �., Dwelling— No. of Bedrooms-------- 3-------------------------------Expansion Attic (416j) Garbage Grinder (N1C) Other—Type of Building -7�--------------- No. of persons____________________________ Showers — Cafeteria dOther fixtures ............................... . . W Design Flow........................ .f_)............gallons per person per day. Total daily flow--------3�31)-..........._.___.__...gallons. WSeptic Tank—Liquid capacity-------.....gallons Length................ Width---------------- Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No------------- ------- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed b .__y� ! p ........../.�* ' ................ � /�................. W Y 'G. Date ------ ,� Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ` Pr' --------------------------- ----...................................................................--•----.._....._........-•------•••---........---........ xDescription of Soil.... 4.-� ,P,f..� /;rz ------------------------------------------------------------------------------------------------•--------•--------- -V,. U -----•....-•---------------•-•••--------.....--• •-••------------------------------•----•--••---------••--••----...---------•---------•-------•-•--------------•---.................................. �? / Nature of Repairs or Alteratioris'�rAnsw�rf wh�en�a--...........................................................................................-............... UP , PPhcable--------------------- --- ------------ ......................................................... --•---------------------------•----------------------•••----••-•--•----------•-----.._....••--••-•-•--•-••-•••-•......-...._..--••--------------------••-•------•-•----•---•••......----•-----•--------- Agreement-. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersned further agrees not to place the system in operation until a Certificate of Compliance-has, een issued by the board of health. Signed �.... ..._��1 /f Application.Approved BY ,..----..........----- --------------------------u--.---t- -1'//----.. ::C� -- .............. .. . .....1.... Application Disapproved for the following ream --------------------- ... - __.-..L.----------------------------- ...... - "� ^...^ ----....----......-------------------------------------------------------------------------------- ------------ ----------- *................ Dare PermitNo. .'1... ........... (. ..1......1................ Issued ......................----.................. -------- �, Daie THE COMMONWEALTH OF MASSACHUSETTS, BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Contylia re THIS IS TO CERTIFY, That the Individual ewage isp,osal System constructed or Repaired ) , ----------- ---- ��---- --- ---------------------------------------------------------------------------------------------------------b � � at 1 7 ... t .die. has been installed in accordance with the provisions of TITLE Hof The S aaw Eny�ronmental Code as described in the application for Disposal Works Construction Permit No. _ )r, _:.. /n.�` '... dated ....... ............._...................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED'AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. �\ DATE----------....... .. . -�)---= ,f` . ... ... - Inspector -------Q : --->.---- ------------------------------------- ------- THE COMMONWEALTH OF MASSACHUSETTS ,,� BOARD OF HEALTH r TOWN OF BARNSTABLE �'�%—*/; FEE... LOU nrko �nno#r � n >ermi� Permission is hereby granted ------------------------------------------- ( "~ to Construct,(V) or Repair ( ) an, Individual Sewage Disposal System" at No..--•-• -.moo-'----0 _1 rA4�1/�?�_ � �1 . , ----- C v Street as shown on the application for Disposal Works Construction Permit N'o�:��!__�1�___ Dated............. - - --- DATE — Board of Health / --- 1� `�` :�------------------ FORM 36308 HOBBS R WARREN.INC..PUBLISHERS 'DF' I N -PATA' s c I o F 2 51►1 FAMILY 3 $EDRoc�MS :..-PAIL,,( FUVl S XIIC ='�'io Grp SEPfI C TANV— 1�0 x 150 l �I'S tX E G A LL-o,v PLA I-� --OF s �& I . D ll 5 AL PL (- l ova"l- To Lr� -I SIDEw4u- AR---A &O tF -p lB$ 'SF-A 2.S 410 eam pUA�1P'S Qi\/Ee �OJ � BafToM A¢� _ lb lF DERVI!_Lty I 78 �,F >c l,o s 1 S 4,M TorA,L 'DA I L� rLo W = 3� 4-P� 'PE94VI-ATI oN ATE I m I4J� 5 i OF �H of H PETFF� �' y SULLI'JAN wcrER NO.29733 �b tea+ CIVIL y SSJONALG OLE- LOA,, + �"T P V.C 2 sots. ruJ• 1r000 iNv a7 1"T ��v 6AL o ad LPOK A4.4 -rA N r` `;' 1", a` Vz Slut, WA49EP �: Art. 5rtuclvR�s s�-r sToNE Am mw 4' vEIVIF Q4AU- BE �-Z0 �' g"`ifl MAP 12o l--7 7oq 6 �'-� 30/s l S 6ezl"1QED ROE FLAN 0-5T7sZv�t1� Flo 0r`ro— l io n PLAN eeFS ROJC,& i Ceznfiy -r 4AT -rqs zwtv-tA . ! _7 �iowN NE2eoN �MPL S WITµ TNT SI U�IE 7ao. ,'cal& TDY N oF. rr,p-L-& L•G- G. -76,8-t 49D 15 klr l-o 4ATID VV E Moon �L'.L1I1,1,� RAN sk,h>az.s mo J o�lF- N E lNC 'P OFr--SSrOrJAL LA►J• 5veVI=/CZ5 7AK FLAN IS NOr r3A/i© DI.I AN WS'fQiMEL r Z:\\JIL- el 24;l►J EEL$ .Sufw=-`� AIJD THiE QFF3erS 4 4qu x>. Ll or "ue o >Tl:--ZV IU-.E MAC uses ro c-STa-BL.�,� F�E�ry �.,ups I APPLICQuTs '$ Is -Bwtt*w&, �,� ; 1311La1 uL Co I�JG Ave i ,199�i 7oQ& (ZF-1 S /I5/i s MW Izo Ri- 1-- \ j 90 � g �- � rrlwltt I �� Fir I 1 ; /.5w OF OF %CHAPPAL. PETFR � x " SULLIVAN N0.29733CIVIL 9 1�P�0 tJ� s 1 i EXISTINCZ FH� A-]V SPNALT ROOFING ASPHALT ROOFING EXISTING, ® ` ' ® I/ Tn TYP. 8RD53 EXISTING \\\\ EXISTING EXISTING; AKE BRDS. YP. IX511 c6 W/G SHINGLES CNR.BRDS. YP. 1X5/IX6 W/C SHINGLES CNR.BRDS. III RIGHT ELEVATION tlryL�l�jlfll LEFT ELEVATION REAR ELEVATION RIDGE VENT LSTA30 RIDGE STRAPS 2XIO RAFTERS m 16"O.C. NAILED WITH 22-I0d NAILS 1/2"ROOF SHEATHING SIZED STRUCTURALgF/-2l_2XI0'.PT WITH TWO 15•ASPHALT PAPER LAM RIDGE BEAM LAYWER OF I/2"PLY. 45PHAL7 SHINGLES X6's m 16°O.C. R38 INSUL. 2XI0's EXISTING X3 TRAPPING I S F� / 1a I 7YP. G6 GAP GREAT I/2"WALLBOARD to SIZED P05T CAPS (UPLIFT 1050) ROOM - BETWEEN WINDOW5 R38 INSUL. ASPHALT ROOFING :; ----------------------- -------------------- - ,__._ (BOTTOM ONLY) 15•ASPHALT PAPER 1 SIZED LAM HEADER I/2"PT PLY. it ------------------------------ 3 ___-- SHEATHING I/2 LL- TYP"BG6 CAP TYP.BC'o CAP IE1au w* w (UPLIFT 1050) TYP.H2.54 TIES EXISTING !UPLIFT 1050) __._ETN SEASON DRIP EDGE DINING BETWEEN WINDOWS oPEwNG ROOM IBOTTO < SAL SX I 5"GUTTER 11E 1/2'WALLBOARD 3/4 T/G PLY. 2X6.9 m 16"O.G. � KKK - NAILED-GLUED- 35 INSUL. R21 INSULATION — _ _ s o•Gus;=Dc<_i ODOR -- tF2=WALL SHEATHING O 3I ADD NEw zx..Nr=Rion w�__ al _ vz Pr _ +e�e IX8 FACIA I'-0' <—2X 10's m 12 O.C. --s HOUSE WRAP OR EQUAL GRADE IX SOFFIT TYP.BG6 CAP SIDING ° I I-3/4I/BEG MLDG. (UPLIFT 1050) - +•°�oe s.°d,e d TYP,CB66 BASE v m o�. 4200 EACH)/ NOTCH FRIEZE NEW ° x +'A a.a �d TO RECEIVE"IDINCG. Q SEASON TYP"CB66 BASES ROOM i° p (UPLIFT 4200) �" �a 'Q Pg pNr'.OI; pNrlDlg pNr_OI; DNi_OI;W,D.) EXISTING 3•-011 E ERED T DECK - ICROSS SECTION IDETAILS "3 EAVE DETAILS ADJUS STAIRS 3 5v o."•,s �• ° 2'-6'h' 2•-61h 2'-6 h' 2'-6'•4 3'-5" ) 1A,,° e .° AND RAILING I .AOe .ede .AU•e l FIRST FLOOR PLAN FOOT'•' / F BUILDER JOB ADDRESS DESIGN �'6 f�/J DATE REVISION DRAWN BY PAGE SCALE SULLIVAN RESIDENCE PROPOSED SEASON ROOM �!��✓0����0 I// � �����o��U U 09-OB-lI o JB •�oF� v4"•r-o° JB I��signs 21 BUMPS RIVER ROAD IN-PLACE OF EXISTING DECK W _ OF pRAW1NG9 LEavE9 PURCN<;ER R-PON;'BLE-0R COnPLIANCE wl-u-LL Ex Ill AND REINFORCEnEXT OF ALL^.OICRETE F70iIVG; ALL FOOiING9'"ILL ExiENp 9E Ow FR09iL NE vER=Y DEPrN. OSTER V I LLE MA. B LD nG CODE9 ANO OROINANCE3.g pc;r Ng nA OT BE HE D RE3POVg19L= nu9T BE OETERiMINEO 9T LOr<L 301E CONC�T10N9 ANp ACCEPTABLE t)•iER1FY 9rRUCTYRAL ELEMENT;FGR DE9iGN 912E o,eox e9 (50B)494-9534 DI ()FOR;ITE GONDITION9 OR FOR iwc BE'CF TNE;E pRAW 5 OJRIN.._CN3rRUCT10N. PRCCiICE3 OF CCN9TRUCTION.-1-1FT DE91GN WITH LOCAL ENGINEER III-LOCH_NGINEER AND BUILDING OFFI��<Lg. l4E91 B<Rn'9 i<6LE nd,OMGe t I Y, I t ,t$ I I I E IS' It 1G LTYP.2X6 HEADER WITH _ _ _ _________ _ -- - -TWO PLATES I} .. _ _ __ _ _________________ TYP"TWO FULL HEIGHT F - a F N _� W STUDS WITH TWO JACK EXISTING EXISTING o t15 _— N 0- Z' Z T \ Z �- �A ? _x ==dr=O-UT-O=Fd== dX FM ry Wo a= s== m� =3W=r Wo FFF] i; z oQ�g ,n 0a0 a; = x x I �o=y y E> 3-2x10'S e E V "G F U ® IDGE VENT U O U O EXISTING LSTA30 RIDGE STRAPS O IM NAILED WITH 22-I0d NAILS TYP. 12"DIAM"CONC.FILLED N ® ® SIZED LAM BEAM 2XI2 HEADER TUBE ON 30"X30"XI2"FTG. OR EQUAL. TYP. THREE FULL HEIGHT STUDS BETWEEN EACH FLOOR FRAMING PLAN SHEAR WALL LEFT ELEVATION WINDOW.NO JACKS NEEDED. EXISTING TYP.2X8 HEADER WITH NO JACKS f 2XIO 5 13 _ - - x EXI TIN(71 FWALL LENGTH= FULL HEIGHT SHEATHING=$_ 2'-4" 12'-4" 2'-4° - ACTUAL SHEATHING- SHEAR SHEAR O�� �. q WALL WALL ul n' •RATIO= 1.28 ' EDGE NAILING=__2�_O.C. SHEAR WALL REAR ELEVATION. [TYP,2X8 HEADER WITH FIELD NAILING=_2LO.C. TWO PLATES L-------------J SIZED LAM BEAM BELOW TYP, TWO FULL HEIGHT { _10 HOLD LAM RIDGE EXISTING STUDS WITH TWO JA•K ` U 'y 0 T k W .9 N y o 2XI0'S� SHEAR WALL RIGHT ELEVATION r ROOF FRAMING PLAN BUILDER JOB ADDRESS DESIGN f�11 DATE REVISION DRAWN BY PAGE SCALE SULLIVAN RESIDENCE PROPOSED SEASON ROOM �✓�✓�✓� 1/ llOV�oO U 09-05-II m JE •-2—or3 1/4°-I'-o" Jf� Designs 21 EUMPS RIVER ROAD IN OF EXISTING DECIG W P RCUASE OF DRAWINGS EAVES PURCUASER RESPONS'9LE=OR COnPLIANCE wiTu :J ExcC'SILE AND REINFORC nE i OF ALL CONCRETE F 11154 -LL FOOTINGS 9uALL ExLErvD BE:Ow FROSTLIUE vER FY DEPT.. OSTERvILLE MA. LDS<L @U'LD NG CODES oND OR01—CE3,s DESIGNS nc OT SE uELO RE-151SLE R T B D ER lI BT'LOCCL SOIL CON-1019 AND cCCEPTA-E IE31Fi 9TRUCNR"LL—ENTS FOR DE5164.911E �x�s (50BJ 494-9534 zI f IT FOR SITE CONDIT10IS OR FOR LUE USE OF TUESE C-1N 5 DJRIn'G CONSTRUCTION. ACTICE5 OF^ 5TRUC DI.vERI_DESIGN w1Tu LOCAL ENGINEER. —LOCAL_EVGuIEER aND BUILDING OFF-ALS, l/�E9)BARN9Td6LE n<.O)680 AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE n n MR" Exp(OSURE WIND MASSACNUSETTS GHECiGLIST FOR COMPLIANCE 1180 GMR 5301.2.I.Ij CHECK 0 ZONE COMPLIANCE /l ll I.I SCOPE WIND SPEED(3-SEC.GUST).___________________________________________________________________________110 MPH WIND EXPOSURE CATEGORT-----------------------------------------------------------------.-_.._.--------5 f 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED G STORY) 1' NUnBER OF _2-STORIES<2 STORIES I/ ,' NUnBER OF JOINT DESCRIPTION =�^^DN eox NaLs NAIL SPACING ROOF PITCH_________________________ --------------- (FIG 21 ._-.__.____________.______._____._._.�12_<12:12_ I/ NAILS MEAN ROOF WEIGHT---------------------------------- (FIG 2) .._.._._____.__.___._._.....--------. Ih FT<33' 1/ BUILDING WIDTH,W---_------------------------------- (FIG 3)------------------------------------- IA FT<60'�_ ROOF FRAMING BUILDING LENGTH,L_________________________________ (FIG 3).__.__._.______________ ----------- FT<BO'�� BLOCKING TO RAFTERS(TOE-NAILED) 2-dd 2-IOd EACH END BUILDING ASPECT RATIO(L/W)________________________ (FIG 4)-------------------------------------J-25 <3:1_�L Rln BOARD t0 RAFTER END-NA1L'cD) 2-16d 3-Ibd 'EACH END 1 NOMINAL HEIGHT OF TALLEST OPENING2_--------------- (FIG 4)...________.-._.___...._ ............. 8"�L WALL FRAMING 1.3 FRAMING CONNECTIONS \ ' TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-Ibd 5-Ibtl AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS._.. (TABLE 2).___------------------------------------------ STUD TO 5TUD(FACE-NAILED) 2-Iod 2.16d 24'O.C. 2.1 FOUNDATION TYP.FIELD NAIL SPACING HEADER TO HEADER(FACE-NAILED) Ibd Ibd 14'O.C.ALONG EDGES FOUNDATION WALLS MEETING REQUIREMENTS OF 130 CMR 5,404.1 8d COMMON e b"O.G. FLOOR FRAMING CONCQET_._ ______________________________________________________________________________ -3L_ JOIST TO SILL.TOP PLATE OR GIRDER(TOE-NAILED) 4.9d a-IOtl PER JOIST CONCRETE MASONRY----------------------------------------------------_----------_----------_--------- �L TYP.1116"WOOD - '••' ••� BLOCKING TO XJIST(TOE-NAILED) 2-ea Od EACu END a-I STRUCTURAL PANEL BLOCKING TO SILL OR TOP PLATE(TOE-NAILEDI 3-16d -16tl EACH BLOCK 2,2 ANCHORAGE TO FOUNDATION" LFDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3-16tl 4-Ibd EACH 1015T 5/8'•ANCHOR BOLTS IMBEDDED OR 5/8"PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY > - TT ON TO JO END = ED) 3 6d 4-1.. PER JOIST BOLT SPACING-G=NERAL .__.____r______ - -- ______; IN.�L I \ ,.•• •••••,''• _ BAWD J01ST TOE91LL OR TOP PLATE2-Ibd }I64 PER JOIST ^ - IR TO BEAM. BOLT SPACING FROM END/JOINT OFPLATE._______.(FIG 5)_________________________________ IN.(6"-R"�L `• \ '•i'•,-'•'>•• -• BOLT EMB=DMENT-CONCRETE-------------------_(FIG 51.___._________________. �_IN.>l"�� ". ,. ,. ,• "- ROOF SHEATHING .' . BOLT EMS=DnENT-MASONRY______ _ ____ _ __(FIG 5) 4--------------- --- _._. .___..-_.QI IS"_3L 1 TYP.EDGE NAIL 5P4GNG •',._:+::, ••.,'-_••,•- -"-- -_- WOOD STRUCTURAL PANELS % PLAIt WASHtK-----------------------------------(FIG 5)--------------------------------...... >3'X3"%I/4'_AL - (sd connoN.6'O.C./ ' '• RAFTERS OR TRUSSES SPACED UP TO 16'D.C. 86 IOd fi EDGE/b"FIELD 3.1 FLOORS RAFTERS OR LRUSSES SPACED OVER Ili O.S. 8tl IOd 4'EDGE/4"FIELD ',.' ',.- GABLE ENDWALL RAKE OR RAKE TRUSS 8d IOC b"EDGE/6"FIELD FLOOR FRAMING MEMBER SPANS CHECKED.... (PER l80 CMR 55.00)__________________________________ _ y RAFTER CONNECTIONS WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING DIMENSION_________________(FIG 6).____________.________________________�_FT<12, 1/ ON. TYP,H2.5 TIES GABLE ENDwALL RAKE OR RAKE TRU55 ad IOd 6"EDGE/b"FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG' ___. LOAD BEARING TYP.HORIZONTAL DOUBLE ol.________________________ �� ` STUD HEIGHT NAIL EDGE(STAGGERED NAIL w/S ILE ENDWARALLL L RAKE MAXIMUM FLOCK JOIST SETBACKS 1 - GABLE ENDWALL RAKE OR RAKE 1QU55 3d 10d 4'EDGE/a"FIELD Fi<d-V UPLIFT 1 ',- PATTERN 3d COMMON a 3'O.C. w/LOOKOUT BLOCKS SUPPORTING LOADBEARING WALLS OR SHE4RWALL (FIG l).----___________________ 1 .. MAXIMUM CANTILEVERED FLOOR JOIST MAX.WALL b VIA OADBEARING SUPPORTING LOADBEARING WALLS OR SHEARW4LL (FIG 81._____________________________________Q FT(d�L HEGHT 20' •`' .:.,- - TP.l/16"WOOD STRUCTURAL STUD HEIGHT CEILING SHEATHING ' GYPSUM WALLBOARD 5a COOLERS - l"EDGE/10"FIELD FLOOR BRACING AT ENDWALLS._____________---------(FIG Bl .____________________________.____________ ----- �L ',.' ',.- VERTICAL PANEL SHEATHING FLOOR SHEATHING TYPE.-----------------------------(PER 1.80 CMR 55.00)---------------------------------- �� I -.". - - - uf MAX.WALL WALL SHEATHING FLOOR SHEATHING THIGKNE55-------------------------(PER 150 CM."''i 55.00)._______. _____...__-___IN.�v 1'....:.� YP VERTICAL EDGE NAIL HEIGHT 10' F E u EDGE/12 o IN EDGE/ ..' V O.C., 2 c _ 3"EDGE/10 FLOOR SHEATHING FA STENING________________________(TABLE 2)__a_d NAILS AT ' �_IN FIELD IL R = WOOD STRUCTURAL PANELS II $PAGING(Sd COMMON STUDS SPACED UP TO 24"O.G. 5d IOd "FIELD 4,1 WALLS I I/2"AND 15/32'WALLBOARD PANELS O 3'EDGE/0 FIELD FIELD WALL HEIGHT GYPSUM WALLBOARD 9d COOLERS 'FIELD LOADBEARINS WALLS-----------------------------(FIG 10 AND TABLE 5'---------------------B'-41L2'FT<10' 1/ I ..`•-..,..•.' _ _ a FLOOR SHEATHING _ 1TP.MELD NAIL'PACING WALL STUD SF`AORY OFFSETS W4LL5-------- --------- ---- (FIG o 31D TABLE 51_ -- -------- -- ---.-�FFT(d�� I I ; .,.,•: ;; 9d COMMON e_O.C. WOOD STRUCTURAL PANELS iOd IOd b"EDGE/12 FIELD WALL STUD SPACING.._______ I> - - - - - -EATER THAN GENERAL NAILING SCHEDULE _._._ (FIG 10 AND TABLE 5 �(z IN<24"O.G. OR Lc55 8d EDGE/12 FIELD 4.2 EXTERIOR WALLS' WALL STUDS I� LOADBE4RING WALLS. (TABLE S)________________________ __2X FT41L21N L LATERAL NON-LOAD BEARING WALLS.------------------------(TABLE 5)..--------.-------------- _.2X 2-__P FT4JL21N�L -- ' ° s a GABLE END WALL BRACING' • r 1 •i a FULL HEIGHT ENDWALL STUDS______________________(FIG 10)-----------.----------------------------- ... -°4A . Id'e•. WSP ATTIC FLOOR LENGTH-------------------------(FIG II).____________________________._____- FT>W/3�� 1 GYP SUM CEILING LENGTH(IF LISP NOT USED)---------1FI5111-----------------------------------QFT>O.BW I/_ AND 2X4 CONTINUOUS LATERAL BRACE o 6 FT.O.C.(FIG IIJ----------------------------------------------- V_ ^ " ° R �. d'A .°d OR IX3 CEILING FURRING STRIPS a IS"SPACING MIN.WITH 2X4 BLOCKING e 4 FT.SPGC!NG IN END_._________. �� °SHEA n 5 <�. <� ° DOUBLE TOP PLATE e p ° • e JOIST 0R TRUSS BAYS----------------------------------------------------_-------------------__________ �L d'A4 °• 24"O.G.MAX. a ° '° 24"O.C.MAX. " DOUBLE TOP PLATE •�° STUD SPACING a d•A 1'4 d'e STUD$PACING SPLICE LENGTH----------- --------------------- Fir,I3 AND TABLE 6)---------------------------�_FT�� ° SPLICE CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE W--------------------_----------- v °•- °• a e °• e e ° a a ° ° a LOADOEARING WALL CONNECTIONS d•A ,°d•e .°d•A �d•e - LATERAL(NO,OF I6D COMMON NAILS)------------(TABLE 1)---------------------------------------- �L '•. '•. •e. •e. <,d. d' e NON-LOADBEARING WALL CONNECTIONS °° ° °° °e•• °°e °. DOUBLE HEADER LATERAL fNO.OF Ibd COMMON NAILS)--------- (TABLE B)_______---------_---__-_____...___.._._L ✓ d'e dA 'A d'A d'• II LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE B) HEADER SPANS_--------------------------------(TABLE a)-----------------------------AFT SIN.<II'�_ SILL PLATE SPANS.______________________________(TABLE 3)-----------------------------AFT SIN. FULL HEIGHT STUDS(NO.OF STUDS)---------------(TABLE B)---------------------------------------_Z MAXIMUM WALL STUD HEIGHT STUD SPACING EIGHT FULL 'I NON-LOAD BEARING WALL OPENINGS(R=CORD LARGE OPENING BUT GHEG<ALL OP=NINGS FOR COMPLIANCE TO TABLE ) I II HEADER SP N5.______-.__..__-..............(TABLE BJ._._____....-------------- -FT_SIN.<12' 1/ RAFTER CONNECTION AND WALL SHEATHING II SLUD SILL PLATE SPA N5-----------------------_______(TABLE S)...------....--------------- -j_FT 2 IN.<12• V OLI JACK STUD FULL HEIGHT STUDS(NO.OF STUDS)--------------- REOUIREMENTS qi ELCH END OF HEADER _______.(TABLE 31_________________________________________ �_ I I nINiMUM EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULt ANEOUSL� HEADER SPAN HEADER NUMBER OF 1JPLIFT LATER WINDOW SILL PLATE M INIMUn BUILDING DMEN51ON,f W) FULL-HEIGHT 1 NOMINAL HEIGHT OF TALLEST OPENING2.-_.____________________________________________________.1-.�'(6'3" (FT-) SIZE STUDS (LB.1 (LB.1 -- -- - I SHEATHING TYPE ___ (N T=41 _ ______- .A _. ._____________________ EDGE NAIL SPACING-----------------------------(TABLE 10 OR NOTE 41F LESS)._______._______.. IN.�_ L 2' 2-2X4 1 211 132 ._ .._ __ __ _____ _ _ _ --____-. _ FIELD NAIL SPACING-----------------------------(TABLE IO) ------------------------------------ IN. 3' 2-2X4 2 416 193 •'•;' I1 I SHEAR CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE 10)-------------------------------------- y SEE PAGE 2 OF 3 4' 2-2X4 2 554 264 1 PERCENT FULL-HEIGH E T SHEGTHING._______________.(T40L 1OJ._____..__.._____..--------- .....-___>• �v 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>oB"(DESIGN CONCEPTS)_____________________- _V 5' 2-2X4 3 693 330 MAXIM I BUILDING DIMENSION,(L) 6 2-2X6 3 831 396 NOMNAL HEIGHT OF TALLEST OPENING 2________________________________________________________L�(6'8" V SHEATHING TYPE _______ 4) _ ___-(NOTE _________________________________________I/2 �L 1' 2-2X8 3 9l0 462 EDGE NAIL SPACING.-_-_-_--_--__________ ___.(TABLE II OR NOTE 4IF LESS).____._.._._.__..____IN.-�L B 2-2XI2 3 1,108 528 4A dA .ode .°de .°d .°d•A .°d'A .�d'A .°0'e .°d'� . ° i FIELD NAIL SPACING_____________________________(TABLE I11._____.__....._____._._.__.______.______IN.�_ • ° •' ^ • . " SHEAR CONNECTION(NO.OF 16d COMMON N41L5) (TABLE II)______________________________ �� SEE PAGE 2 OF 3 S� 3-2XIO 3 1,241 594 <<9° a a• 4.0, o••.° "- °• ° °•°'°-,o a• 4 .B PERCENT FULL-HEIGHT SHEGTHING (TABLE II) ----------_-------------------------____� �� 10• 3-2XI2 4 1,385 660 - °ue de .°d° .°de .°d• n.. °de de OR LTS AND 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>b'3"(DESIGN CONCEPi5___________________________ IL II' 2.,:, XO 4 1,524 126 •°. >°° •°.° °,°° °. 3'X3"X lu4'~PLA PLATE WASHER, ° °, WALL CLADDING •.°de dA 4A . dWA , do do °d 0 RATED FOR WIND SPEED-----------------------------------------------------------'-------------------. Z TABLE S. WALL OPENINGS - HEADERS s•° •a•° .a°.° .e•° ,Q .e ,e ,e 'a .a 5.1 ROOFS °.°de°.°de°.°de•.°da•.°de•.°dn°- ROOF FRAMING MEMBER SPANS CHECKEED2(FOR RAFTERS USE AWC SPAN TOOL,SEE BBRS WE BITE) IN LOADBEARING WALLS ROOF OVERHANG-----------------------------------(FIGURE n)._____________i-I FT<SMALLER OF 2'OR L/3�L TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS NOTES: .°de .°dA .°dA .°dA d'e dA dA 4A .°4A .°d�• PROPRIETARY CONNECTORS 1. THIS CHEKLIST SHALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE :.' ° ,.' ° ,.' a �.' ° ••. UPLIFT_______________________________________(TABLE 12)------------------------------------U.2O3PLF REQUIREMENTS OF l80 CMR 5301.2.1.1 ITEM 1.IF THE CHECKLIST 15 MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL_____________________________________ .._______..._____...._..__ ......... AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM HID MPH GUIDE: SHEAR_______________________________________(TABLE 12)--------------------------------- A:STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 132________________________......T.,LjQPLF 1_ B:20 GAGE STRAPS PER FIGURE it GABLE RAKE CUTLOOKER----------------------------(FIGURE 20).............. 0 FT<SMALLER OF 2 OR L/2 V C:UPLIFT STRAPS PER FIGURE 14 TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS D:ALL STRAPS PER FIGURE Il PROPRIETARY CONNECTORS E:CORNER STUD HOLD DOWNS PER FIGURE IBd AND FIGURE 1Bb I UP LIFT----------------------------------------(TABLE I4)-------------------------------------U.411L5. 1/ 2. EXCEPTION:OPENING HEIGHT OF UP TO 8 Ft.SHALL BE PERMITTED WHEN 5%15 ADDED TO THE PERCENT FULL-HEIGHT SHEATHING H I LATERAL(NO.OF 16d COMMON NAILS)..___.___.(TABLE 14).....................................L-116_LB. v REQUIREMENTS SHOWN IN TABLES 10 AND 11. I. STUDS AND EADERS ROOF SHEATHING TYPE_____________________________.(PER ia0 CMR S5.00 AND 5B.00)...................... 1/ 3, THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE 4 MINIMUM 2'IN.NOMINAL THICKNESS PRESSURE TREATED•2-5RADE. ROOF$HEATHI NG THICKNESS---------_----------------------.._._.......................... 1/2" IN.>1J16"ASP�L 4 A.FROM TABLE 10 AND II AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL-HFIGHT ROOF SHEATHING FA5TENING__________________________ (TABLE 2)._______-.__.------.__._______._______..__..- SHEATHING AND NAIL SPACING REQUIREMENTS. I AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE 5CALE SULLIVAN RESIDENCE PROPOSED SEASON ROOM ✓�✓�✓o�� � ll UV�o�DU U OS-05-11 w JB ._OF 3 1/4".1'-0" JB U�si�ns 21 BUMPS RIVER ROAD IN-PLACE OF EXISTING DEC< PUR DTING55H r�� W -H49E OF DRAWINGS LE<vE9 PURCHASER RESPONS',3LE=OR C FLI_lE WITH ALL 2I ExAC'512'c AND REINFORCEMENT OF ALL CONCRETE FOOTI.VG9 ALL SNT 9E_Ow FROST!1NE vER'=r DEPTH. OSTER V ILLE MA. �I ()LOCAL BUILD:G CODES AND ORDINANCES, DESIGNS MA:NOT BE`—RESPONSIBLE R=_5PON51BLE PIRA TI pETERn1NED BY LOCAL 501E COND1itON5 LND AJEPT<BLE W T O 9iRUCNRl ELEM.ENiS FCR D=_SIGN.91_E P.O.BOx l65 Q1 FOR SITE COND1i10N9 OR FOR iuE USE CF THESE D 11U1N 5 D QR C -TRUCTION. CE5 OF CON5TRUCTION.11RIFI'DE51GN-LOCAL ENGINEER. RILOCA_9VGINEER AND BUILDING OFHCI_�5. LEST B4RN9TABLE nA.OS6A.0 (508�494-9534