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HomeMy WebLinkAbout0581 OLD STRAWBERRY HILL ROAD - Health 581 Old Strawberry Hill Road Hyannis A= 273 — 006 j k 9 a ti it a TOWN OF BARNSTABLE L t�ATIOIti ��� SEWAGE # V�iLLAGE ASSESSOR'S MAP & LOT f MTALLERtNAME& PHONE N SEPTIC TANK CAPACITY AA9 LEACHING FACII.ITY: (type) (size) A NO.OF BEDROOMS BUILDER OR OWNER ;�W O h PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlan ' exist within 300 feet_2f thing f ility) Feet Furnished b su1 �a V C -- SENDER: COMPLETETHiS SECTION COMPLETE THIS SECTION ON DELIVERY IN Complete items i,2,and 3.Also complete A' ' ;nature item 4 it Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse Addressee so that we can return the card to you. B. Received! ted Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, FtLI N G or on the front if space permits. D. Ise elivery add differ m item 1? ❑Yes 1. Article Addressed to: f YE ter delivery addree Blow, ❑No 1l.. '��// \ C ?0 0/> CN 3. Servic e'?t}7 A C 6-Lq-1� SCertifled Mai-" 13 Express Mail ❑Registered &Q Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes N 2. Article Number(T ;•i 7.006 f0:81-0:i 0000: i 35E4 •89;67.; (Transfer from service label) I: _ . f, PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M•1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender. Please print your name, address, and ZIP+4 in this box• Town of Barnstable O Health Division 200 Main Street Hyannis,MA 02601 I j}}jj i iiii - ii j ff(( jj j ] jj}} 3 i JJ I li1)))I.)flifIIIdill')I1.I1i111fillII17)1-IIIIIIIIIIIII11)I11I111 Certified Mail#7006 0810 0000 3524 8967 �oFsrtE rows Town of Barnstable P Regulatory Services i 1 4 BARNSIABLE, 9 MASS. Thomas F. Geiler,Director rf°m Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 March 22, 2007 Michael Sheehan 70 Mary Street Arlington, MA 02474 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000, STATE SANITARY CODE II— MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE CODE CHAPTER 170. The property owned by you located at 581 Old Strawberry Hill Road Hyannis, was inspected on March 16, 2007 by Meredith Morgan, Health Inspector for the Town of Barnstable. This inspection was conducted on the basis of the rental registration in accordance with Chapter 170 of the Town of Barnstable Code. The following violations of the State Sanitary Code were observed: 105 CMR 410.300 - Sanitary Drainage System Required. Property's septic system capacity is for two bedrooms, however three bedrooms were observed. The following violations of the Town of Barnstable Code were observed: 3� 60-15—Title V. Too many bedrooms for septic system capacity. You are directed to correct the violations listed above within thirty (30) days of your receipt of this notice by-removing basement bedroom by removing bed. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. QAOrder letters\Housing violations\Rental ordinance\581 Old Strawberry Hill Road.doc ti Non-compliance will result in a fine of $100.00 per violation. Each day's failure to comply with an order shall constitute a separate violation. Should you have any questions regarding the above violations, please contact the Town Health Division and ask to speak with the inspector who performed the inspection. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean,-R.S., CHO Director of Public Health Town of Barnstable Cc: Meredith Morgan, Health Inspector QAOrder letters\Housing violations\Rental ordinance\581 Old Strawberry Hill Road.doc FORMN GI1 HOBBSS WARREN'M THE COMMONWEALTH OF MASSACHUSETTS B ARD OF H ACTH 60 ITY/TOWNAj - \� D4iS TMENT ����—btr�� 6�'— '— SL / i VL NE Addresses V I_0.� ( �y"A_�` .•Occupant Floor _Apartm nt No. ___ No. of Occup ts_�_ No.of Habitable Rooms� No.Sleeping Rooms 5-_ No.dwelling or rooming units _ GNbo.."S'tories _ �L Name and address of owner!C 0_1 ,5�G�'�'1C1� �� �'1 `TC. ark 41� Reql YARD Out Bld s.: Fences: Garbage and Rubbish Containers: Drainage Infestation Rats or other: STRUCTURE EXT. Steps,Stairs, Porches: Dual Egress:and Obst'n.: ❑ B ❑ F ❑ M Doors,Windows: Roof Gutters, Drains: Walls: Foundation: Chimney: BASEMENT Gen.Sanitation: Dampness: Stairs: Li htin : STRUCTURE INT. Hall,Stairway: Obst'n. Hall, Floor,Wall,Ceiling: -:w Hall Lighting: V Hall Windows: HEATING Chimneys: Central ❑ Y ❑ N Equip. Repair TYPE: Stacks, Flues,Vents: PLUMBING: Supply Line: ❑ MS ❑ ST ❑ P Waste Line: H.W.Tanks Safety and Vent(s) ELECTRICAL Panels, Meters,Cir.: ❑ 110 ❑ 220 Fusing,Grnd.: AMP: Gen.Cond. Distrib. Box: Gen. Basement Wiring: DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen Bathroom Pantry Den Living Room Bedroom 1 Bedroom 2 Bedroom 3 Bedroom 4 Hot Water Facil. Sup.Ten.,Gas,Oil, Elect.: Stacks, Flues,Vents,Safeties: Kitchen Facilities Sink J 10"1-- Stove Bathing,Toilet Facil. Vent., Plumb.,Sanit'n.: Wash Basin,Shower or Tub: Infestation Rats, Mice, Roaches or Other: Egress Dual and Obst'n: General BuiIdling Posted Locks on Doors: ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECTOR.(See Over) "THIS INSPECT! REPORT IS SIGNED AND CERTIFIED UNDER THE PAINS AND PENALT E �Rr " INSPECTOR TITLE A.M. DATE TIME�� A.M. THE NEXT SCHEDULED REINSPECTION�� P.M. 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions, when found to exist in residential premises, shali be deemed conditions which may endanger or impair the heaith, or safety and well-being of a person or persons occupying the premises. This listing is composed of those items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter II, 105 CMR 410.100 through 410.620 state minimum requirements of fitness for human habitation, any other violation has the potential to fall within this category in any given specific situation but may not do so in every case and therefore is not included in this listing. Failure to include shall in no way be construed as a determination that other violations or conditions may not be found to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of such violation(s) pursuant to 105 CMR 410.830 through 410.833 nor shall failure to include,affect the legal obligation of the person to whom the order is issued to comply with such order. (A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B)and 410.202. (C) Shutoff and/or failure to restore electricity or gas. (D) Failure to provide the electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253 and the lighting in com- mon area required by 105 CMR 410.254. (E) Failure to provide a safe supply of water. (F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR 410.150(A)(1)and 410.300. (G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object, including garbage or trash, which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). (1) Failure to comply with any provisions of 105 CMR 410.600, 410.601 or 410.602 which results in any accumulation of gar- bage, rubbish, filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regulations for Lead Poisoning Prevention and Control, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.) (K) Roof, foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or safety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilties as are required by 105 CMR 410.351 and 410.352, so as to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety. (M) Any defect in asbestos material used as insulation or covering on a pipe, boiler or furnace which may result in the release of asbestos dust or which may result in the release of powdered, crumbled or pulverized asbestos material in violation of 105 CMR 410.353. (N) Failure to provide a smoke detector required by 105 CMR 410.482. (0) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or knowledge of the owner of said condition or conditions: (1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either inoperable. (2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2)and 410.150(A)(3)or any defect which renders them inoperable. (3) Any defect in the electrical, plumbing or heating system which makes such system or any part thereof in violation of generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard. (4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A) and 410.503(B). (5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (P) Any other violation of 105 CMR 410.000 not enumerated in 105 CMR 410.750(A)through (0) shall be deemed to be a con- dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the Board of Health. i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFQS DEPARTMENT OF ENVIRONMENTAL PR _ a , d REI r J U N 0 4 2003 TOWN OF BARNSTABLE HEALTH DEPT. TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE.SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Q Property Address: 581 OLD STRAWBERRY HILL RD.CENTERVILLE,MA 02632 Owner's Name: BONNIE ROBERT Owner's Address: 581 OLD STRAWBERRY HILL RD. CENTERVILLE,MA 02632 Date of Inspection: 5/5/03 Name of Inspector: (please print) JOHN GRACI,INC. Company Name: SEPTIC INSPECTIONS Mailing Address: P.O.BOX 2119 TEATICKET,MA.02536 Telephone Number: 508-564-6813 FAX 508-564-7270 CERTIFICATION 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 the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: X Passes _ Conditionjiyas s Needs Fu uation by the Local Approving Authority Fails Inspector's Signature: § Date: 5/5/03 The system inspector shall submit a opy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspecti . If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner sha 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. Notes and Comments SYSTEM PASSED TITLE V INSPECTION. RECOMMEND PUMPING NOW AND THEN EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. ****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. Title 5 IncnPrtinn Fnrm 6/150n00 I Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY U ARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 581 OLD STRAWBERRY HILL RD.CENTERVILLE,MA 02632 Owner: BONNIE ROBERT Date of Inspection: 5/5/03 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: X I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: SYSTEM PASSED TITLE V INSPECTION.RECOMMEND PUMPING NOW AND THEN EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. 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. n/a 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: n/a n/a 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 _ distribution box is leveled or replaced ND explain: n/a n/a 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: n/a Page 3 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 581 OLD STRAWBERRY HILL RD.CENTERVILLE,MA 02632 Owner: BONNIE ROBERT Date of Inspection: 515103 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. _ 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 n/a "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: n/a i Page 4 of i l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 581 OLD STRAWBERRY HILL RD.CENTERVILLE,MA 02632 Owner: BONNIE ROBERT Date of Inspection: 5/5/03 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all-inspections: Yes No X Backup of sewage into facility or system component due to 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 '/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 NO PUMPING INFORMATION. X Any portion of the SAS,cesspool or privy is below high ground water elevation. X Any portion of 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 1 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. [This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] NO (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. 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) 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 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. 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 581 OLD STRAWBERRY HILL RD.CENTERVILLE,MA 02632 Owner: BONNIE ROBERT Date of Inspection: 5/5/03 Check if the following have been done.You must indicate"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 Were any of the system components pumped out in the previous two weeks X _ Has the system received normal flows in the previous two week period _ X Have large volumes of water been introduced to the system recently or as part of this inspection? X _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or dwelling inspected for signs of sewage back up? X _ Was the site inspected for signs of break out? X _ Were all system components,excluding the SAS, located on site? X _ 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? X _ 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: Yes no X _ Existing information.For example,a plan at the Board of Health. X _ 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(3)(b)] 5 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 581 OLD STRAWBERRY HILL RD.CENTERVILLE,MA 02632 Owner: BONNIE ROBERT Date of Inspection: 5/5/03 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 2 Number of bedrooms(actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220 Number of current residents: 2 Does residence have a garbage grinder(yes or no): NO Is laundry on a separate sewage system(yes or no): NO [if yes separate inspection required] Laundry system inspected(yes or no): NO Seasonal use: (yes or no):NO Water meter readings, if available(last 2 years usage(gpd)): Sump pump(yes or no):NO zo � 3 Last date of occupancy: n/a � L 03 - SOO COMMERCIALANDUSTRIAL Type of establishment: n/a Design flow(based on 310 CMR 15.203): n/agpd Basis of design flow(seats/persons/sqft,etc.): 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: n/a Last date of occupancy/use: n/a OTHER(describe): n/a GENERAL INFORMATION Pumping Records . Source of information: NO PUMPING INFORMATION Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: n/agallons--How was quantity pumped determined?n/a 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) _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): n/a Approximate age of all components,date installed(if known)and source of information: 1988 BY OWNER Were sewage odors detected when arriving at the site(yes or no):NO I F Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 581 OLD STRAWBERRY HILL RD.CENTERVILLE,MA 02632 Owner: BONNIE ROBERT Date of Inspection: 5/5/03 BUILDING SEWER(locate on site plan) Depth below grade: 18" Materials of construction:_cast iron X40 PVC_other(explain): n/a Distance from private water supply well or suction line: n/a Comments(on condition of joints,venting,evidence of leakage,etc.): TOWN WATER SEPTIC TANK: X(locate on site plan) Depth below grade: 12" Material of construction: Xconcrete_metal_fiberglass_polyethylene other(explain)n/a If tank is metal list age: n/a Is age confirmed by a Certificate of Compliance(yes or no): NO(attach a copy of certificate) Dimensions: 1000 GALLONS" Sludge depth:3" Distance from top of sludge to bottom of outlet tee or baffle:31" Scum thickness: 3" 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: 15" How were dimensions determined:MEASURED Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY. RECOMMEND PUMPING NOW AND THEN EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL 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: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a Date of last pumping: n/a Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): n/a 7 f Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 581 OLD STRAWBERRY HILL RD.CENTERVILLE,MA 02632 Owner: BONNIE ROBERT Date of Inspection: 5/5/03 TIGHT or HOLDING TANK: (tank must be pumped 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(yes or no): N/A Alarm level: N/A Alarm in working order(yes or no): NO Date of last pumping: n/a Comments(condition of alarm and float switches,etc.): n/a DISTRIBUTION BOX: X(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: LEVEL WITH BOTTOM OF PIPE 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.): D-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 R I Page 9 of 111 P 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 581 OLD STRAWBERRY HILL RD.CENTERVILLE,MA 02632 Owner: BONNIE ROBERT Date of Inspection: 5/5/03 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: n/a Type 1000 GAL 6'X 6' leaching pits, number: 1 n/a leaching chambers, number: n/a n/a leaching galleries, number: n/a n/a leaching trenches, number, length: n/a n/a leaching fields, number: n/a n/a overflow cesspool, number: n/a n/a innovative/alternative system Type/name of technology: n/a Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): LEACH PIT IS STRUCTURALLY SOUND AND FUNCTIONING PROPERLY.SYSTEM SHOWS NO SIGNS OF FAILURE.PIT HAS 6" OF LEACHING LEFT IN IT.BOTTOM IS AT 9 FT. CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: n/a Depth—top of liquid to inlet invert: n/a Depth of solids layer: n/a Depth of scum layer: n/a Dimensions of cesspool: n/a Materials of construction: n/a Indication of groundwater inflow(yes or no): NO Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: n/a Depth of solids: n/a Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): n/a 9 Page 10 of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued). Property Address: 581 OLD STRAWBERRY HILL RD.CENTERVILLE,MA 02632 Owner: BONNIE ROBERT Date of Inspection: 5/5/03 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 all wells within 100 feet. Locate where public water supply enters the building. ec1- AA ,J PA P� (')C P,0 5U in { Page I 1 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 581 OLD STRAWBERRY HILL RD.CENTERVILLE,MA 02632 Owner: BONNIE ROBERT Date of Inspection: 5/5/03 SITE EXAM _Slope _Surface water _Check cellar Shallow wells Estimated depth to ground water 12 feet Please indicate(check)all methods used to determine the high ground water elevation: NO Obtained from systemdesign plans on record-If checked,date of design plan reviewed: n/a YES Observed site(abutting property/observation hole within 150 feet of SAS) NO Checked with local Board of Health-explain: n/a NO Checked with local excavators, installers-(attach documentation) NO Accessed USGS database-explain: n/a You must describe how you established the high ground water elevation: HAND AUGER- 12 FT. i 11 f DATE: 8/23/99---- PROPERTY ADDRESS:581- Old_Strawberry_ Hill-Road Centerville ,Mass . ------------------------ --02632 ----------------- 7-73`ro 6 On the above date, I Inspected the septic system at the above address. This system consists of the following: 1 . 1-1000 gallon septic tank. 2 . 1-Distribution box. 3. 1-1000 gallon precast leaching pit packed in stone . Based on my. Inspection, I certify the following conditions: 4. This is a title five septic system. ( 78 Code ) 5 . The septic system is in proper working order at the present time . 6 . Waste water in the leaching pit is 39" the invert pipe . SIGNATURE: f _ Name:_,1, P Macomber _Try______ �� F Company: Joselh_P. Macomber_& Son , Inc . Address: Box 66 0 � Centerville , Ma ._02632-0066 'a` lsl�4� `99,q Phone:___508_775_3338_____ THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY JOSEPH P. MACOMBER & SON, INC. Tan ks-Cesspools-Leachflelds Pumped & Installed Town Sewer Connections P.O. Box 66 Centerville; MA 02632-0066 - 775.3338 775-6412 COMMONWEALTH OF MASSAG'HUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617) 292.5500 TRLDY c0 Secret ARGEO PAUL CELLUCCI DAVTD B. STRU Governor Co m^i.u:o: SUBSURFACE SEWAGE DISPOSAL SYSTEM WSPECTION FORM PART A CERTIFICATION ProgoMAddress:5810ld Strawberry Hill RDNamaofown., R. Mahoney Centervill aa$ 02632 Address ofOwnw: Dote of Inspection: g I�3/ 0 9 Name of ksspector:(Please Print)„T Oi S p n h P Macomber J r . I am•DEP oved system Inspects pursuertt to Section 16.340 of This 5 (310 CMR 15.000) CompartyName: J.PMacomber & Son Inc . MaTusgAddress: Box 66 rantArui l l t: IMPS:3 ___02632 Telephone Number: 508-775-8838 CERTIFICATION STATEMENT 1 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-si�te //towage disposal systems. The system: + / Yasses Conditionally Passes Needs Further Evaluation By the Local4f4- Ap oving Authority _ Fail �j lf inspector's Signirwre: s Data: 'f i The System Inspector ell submit a copy of this Inspection report to the Approving Authority (Board of Health or OEP)wFthin thirty 130) days o 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 owns 'shall submit the report to the appropriate regional office of the Department oh'Envkonmental Protection. The original should be sent to trss system owner•and copies sent to the buyer, If applicable, and the approving authority. ' NOTES AND COMMENTS e revised 9/2/98 PagcIof11 t, Printed on Recycled Paper f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(corttirwed) Property Address: 581 O1dStrawberry Hill Road Centerville ,Mass . Owrw: R. Mahoney Date of Inspection:8/2 3/9 9 INSPECTION SUMMARY: Check A, B, C, or A A. SYSTEM PASSES: I have not found any information which indicates that any of the failure conditions described in 310 CMR 16.303 exist. Any failure criteria not evaluated are Indicated below. COMMENTS: B. SYSTEM CONDITIONALLY PASSES: One or more system components as described in the 'Conditional Pass' section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Indicate ye2,-no, or not determined(Y, N, or ND). Describe basis of determination In all Instances. If 'not determined', explain why not. The septic tank Is metal,unless the owner or operator has provided the system Inspector with a copy of a Certificate of Compliance(attached)Indicating that the tank was Installed within twenty(20)years prior to the date of the Inspection; or the septic tank, whether or not metal,Is cracked,structurally unsound, shows substantial infiltration or 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. Sewage backup or breakout or high static water level observed In the distribution box Is due to broken or obstructed pipe($) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). broken pipe(:) are replaced obstruction Is removed distribution box Is levelled or replaced The system required pumphtg-more than•fourtimes wyeardue to broken or obstructed pipe(s). The ryrtem wiifyess-r inspection If(with approval of the Board of Health): -- broken pipe($) are*replaced obstruction is removed revised 9/2/98 page 2orII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Pr.p.nyAdd,.�.:581 Old Strawberry .Dill Road Centerville ,Mass . oWTW: R. Mahoney Date of Inspecdon: 8/2 3/9 9 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 IS NOT FUNCTIONING IN A MANNER WHICH.yjU.PRQTFCT THE PUBLIC HEALTHAND SAFETY AND THE ENN BON1MEi1T: Cesspool or privy Is within 60 feetof surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. i 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: 4b 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. IN The system has a septic tank and soil absorption system and the SAS Is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 60 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less then 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the prase ce of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance�_(approximation not valid). 3) OTHER revised 9/2/98 Page 3of11 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTIGN FORM PART A CERTIFICATION(continued) Property Address:581 Old Starwberry Hill Road Centerville ,Mass . owner: R.Mahoney Date of Inspection: 8/2 3/9 9 D. SYSTEM FAILS: You must Indicate either "Yes" or"No" to each of the following: 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 _11, Backup of sewage inlofeci{ity-er-ays►tem component due tto an overloaded orclegged-S:AS-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. The leaching„$i�t is 39" $elgw the nv t pipe Liquid depth in eesspeel is less than a ow Invert or avails le volume is less tian 1day ow. 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 Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is-within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less-than 100 feet but greater 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 N the system Is within 400 feet of a surface drinking water supply _ the system•is-witj+in 200 feet of•e-tF4MtSfy4Oa4ucfaoa.dfinking WINW•eupply _ • --•• -- _ the system is located In a nitrogen sensitive area(Interim Wellhead Protection Area=IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system In accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further infor nation. revised 9/2/98 Page 4of11 I i 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Prop"Addre": 581 Old Strawberry' Hill Road Centerville ,Mass , owner: R. Mahoney Date of Inspection: 8/2 3/9 9 Check if the following have been done:You must indicate either "Yes" or "No" as to each of the following: Yes No Pumping information was provided by the owner,occupant,or Board of Health. Z -None of the system-compoaants.hawabaan puatpad► =atJeast two-aweaks andthe•system hasbsenasceiaingweswral flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N/A. _ The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or Industrial waste flow. _ The site wee inspected for signs of breakout. Al _ All system components,*xxcluding the Soil Absorption System have been located on the site. _ The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions,depth of liquid, depth of sludge, depth of scum. The size and location of the Soil Absorption System on•the site has been determined based on:- Existing information. For example, Plan at B.O.H. _ Determined in the field(if any of the failure criteria related to Part C is at Issue,approximation of distance is unacceptable) 115.302(3)(b)) _ The facility owner.(and.wcupan*4.3f diffwaat lnfntmatiomon tha prnpar mninraA& ^f SubSurface Disposal Systems. d 1 revised 9/2/98 Page 5of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPE �ON FORM PART C SYSTEM INFORMATION Prop.rtyAddress: 581 Strawberry Hill Road Centerville ,Mass . owner: R. Mahoney Date of I"�:8/2 3/9 9 FLOW CONDITIONS RESIDENTIAL: Design flow: #0 g.p.d./bedro m. Number of bedrooms(desig Number of bedrooms(actual):4 Total DESIGN flown Number of current residents: Garbage grinder(yes or no): Laundry(separate system) jygs oro:_; If yes, sepat"elrupection.required --. Laundry system Inspected , e or no) Seasonal use(yes Water meter readings,If available(last two year's usage(gpd): Sump Pump(yes or no): Last date of occupancy: COMMERCIAL/INDUSTRIAL: pp Type of establishment- Design flow: AM gad ( Based n 15.203) Basis of design flow I VA Grease trap present: (yes or no)AM Industrial Waste Holding Tank present: (yes or no),�lf Non-sanitary waste discharged to the Title 5 system:(a or no)�& - Water meter readings,if avail ble: Last date of occupancy: oVA OTHER:(Describe) Last date of occupancy: GENERAL,LIINNFORMATION PUMPING R OFj��nd rc n_for lion: /!/.�7/ System pumped as part of inspection:(yes or no) If yes, volume pumped: gallons Reason for pumping: TYPE OF YSTEM 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 Attach copy of up to date operation and maintenance contract ZW Tight Tank NRI Copy of DEP Approval Other APPROXIMATE AGE of all components,date installed4if known)-and source ot4nformation: Sews"odors detected when,off iving at the site: (yes or no),d—A revised 9/2/98 Page 6of11 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 581 Old Strawberry HIll Road Centerville ,Mass . Owner: R. Mahoney Data of I swwdm:8/2 3/9 9 BUILDING SEWER: (Locate on site plan) r Depth below grade: /40 Material of construction: cast iron PVC_other(explain) Distance from private water supply well or suction line Diameter� Comments: (condition of joints, venting,evidence of teak"oretc.) Joints appear tight . No evidence of . leakage - SEPTIC TANK: (locate on site plan) Depth below grade: Material of construction: concrete_metal_Fiberglass _Polyethylene_other(explain) If tank is(natal,list age 20 Js-age.confwmed by Certificate of Compliance (Yea/No) rr " '6'� Dimensions: Sludge dept .r L Distance from to of ludge to bottom of outlet tee orbaffle; '� _. -• Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bo m of outl t t_ee or b e: How dimensions were determined: ide Comments: (recommendation for pumping, condition of inlet and outlet tees or-baffles, depth of liquid level in relation to outlet invert, structurer4ntegrity, evidence of leakage,etc.) Pump septic tank every 2-3years .•Inlet & Outlet tees are In place- The tank i c ctrttrtnral 1 v entind Tnnk chnwg nnevi rlenCo ai leakage . GREASE TRAP: (- (locate(locate on site plan) Depth below grader d Material of construction.41/4concrete�metaW*fFiberglass.)IPOlyethylene��lother(explain) ii Dimensions: Scum thickness: PM Distance from top of scum to top of outlet tee or baffler Distance from bottom of gc,Nm to bottom of outlet tee or baffle: Date of last pumping: Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage,etc.) i' Grease trap is not present . revised 9/2/98 Page 7orn SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:581 Old Stawberry Hill Road Centerville ,Mass , Owner: R. Mahoney Die of Inspection: 8/2 3/9 9 TIGHT OR HOLDING TANK: AV (Tank must be pumped prior to, or at time of, inspection) (locate on site plan) Depth below grade: Material of construction:AL,4concrete/�4metal42Fiberglass//�Polyethylen other(explain) Dimensions• Capacity: gallons Design flow: gallons/day Alarm present Alarm level: Alarm_ip working order:Y944A No4$ Date of previous pumping: we Comments: (condition of inlet tee, condition of alarm and float switches,etc.) Tight or Holding Tanks nr,e Qgt- p 1^eseRt . DISTRIBUTION BOX: (locate on site plan) Depth of liquid level above outlet invert: Comments: (note-if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) — — Distrih„t; nn box has eee Sete,_,j,No evidence of solids carry ever _ NO evidenrp of l ea){a_gP i ntn nr niit of the h0X _ PUMP CHAMBER-AlUe (locate on site plan) Pumps in working order:(Yes or No) Alarms in working order(Yes or No)" Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) ump. c am er is not present . revised 9/2/98 Page 8ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 581 Old Strawberry Hill Road Centerville ,Mass . Owner: R. Mahoney Date of Inspection: 8/2 3/9 9 SOIL ABSORPTION SYSTEM(SAS) (locate on site plan, If possible;excavation not required,location may be approximated by non-intrusive methods) If not located, explain: Type: leaching pits,number: leaching chambers,number: 0 leaching galleries,number: leeching trenches,number,length: leaching fields, number, dime Ions: overflow cesspool,number: Alternative system: Name of Technology: Comments: �note condition of soil, signs of hydraulic failure,level of ponding, damp soil, condition of vegetation, etc.) ,oamy sand to boney medium sand No signs of hydraulic f n i I iirP o r p o n d i nR Cni Lz a rlr,y Vegetation 3 s i1or-wa - CESSPOOLS: (locate on site plan) Number and configuration: Oapth•top of liquid to Inlet Invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part of Inspection) sspoo s are not present . Comments: (note condition of soil, signs of hydraulic failure,level of ponding,condition of-vegetation, etc.) Cesspools are not present - PRIVY.4.hV& (locate on site plan)Materjals of construction: Id Dimensions: Depth of solids: A Comments: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation;etc.) Privy iS not rPaPnt revised 9/2/98 Page 9of11 f SUBSURFACE SEWAGE DISPOSAL SYSTt3.t WSPECTION FORM k PART C '; SYSTEM WFORMAT10N(contnuad) PropenyAddrsu: 581 Old ;Strawberry Hill Road Centerville ,Mass . wr owr : R. Mahosney D.L.of kuPe don: 8/2 3/9 9 SKETCH OF SEWAGE DISPOSAL SYSTEM: Include tles to at Fast two permanent reterenc•landmarks or benchmarks local$ all walls within 100' (Locate where public water supply comas Into house) 5 6� old 5fro rryyrll Ra( CeAlFe Ile ro,T 0 /sob 0 s revised 9/2/98 Ppeoloof11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: Date of kupection: NRCS Report name Soil Type_ Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate Deep _ SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater Feet Please Indicate all the methods used to determine High Groundwater Elevation: _Obtained from Design Plans on record P rve . to(Abutting prope y observation hole, basement sump etc.) mined from local conditions Checked with local Board of health Checked FEMA Maps C ocked pumping records Zhecked local excavators,Installers Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) Used water contours map . Gahrety & Miller Model 12/16/94 i revised 9/2/98 Page IIonl i •_ V !•Wren rw.—n.•re*—TT�Stlrrmr•ns.nrTert a+.�.m�rr.7rrtv.rlT.Rt+�Irr.mTn16t 1�C1fT.wts1+ .Ter1TT-.trn—: t..r••` TOWN OF Barnstable BOARD OF HEALTH SU(1SURFACR SEWAGE DISPOSAL SYSTEM INION FORM - PART D^- CEftTJFICATIUN -TYPL OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 581 Old Strawberry Hill Road Centerville ,Mass . ' ASSESSORS MAP, BLOCK AND PARCEL # OWNER' s NAME R. Mahoney • .mee� PART D - CERTIFICATION NAME OF INSPECTOR Joseph P.Macomber. Jr. COMPANY NAME J. P.Macomber & Son I•nc . COMPANY ADDRESS Box 66 Centerville ,Mass . 02632. Street Town or City Stat• LIP COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX (508 ) 79.0 - 1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true , accurate , and complete as of the time of .inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one : ysteui PASSED ezls The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public Health or the environment as defined in 310 CMR 15 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. System FAILED* The inspection which I have cony cted. has found that the system fails to protect the j-)ublic health and the environment in accordance with Title 5 , 310 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Of Inspector Signature Date One copy of this c t.ification must be provided to the OWNER, the BUYER ( Where applicable ) and the BOARD OF HEALTH. * If the inspection FAILED, the owner or""operator shall u within one year of the date of the inspection, unless allowed dortrequiredm otherwise as provided in 3.10 Chfn 16 . 305 . partd .doc a sI C v a � � P1 P � O ' _ P NN � � s rn a N ® v 4A 319 I �� i � � .�..... "�� ,. ....� No....S62:.1�.� Firs.. 1.5..................... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH _ _C3.L'v`1 ......OF..........I .M..+.1.: Tr-'Y .1 :. ......................... Appliratinn for Uiipnaa1 Workii Tonotrnrtinn amit Application is hereby made for a Permit to.Construct or Repair ( ) an Individual Sewage Disposal System at "fJt.IS-----C.c.s....SAa- . .------- —nxa5.........=.................... Location_Address or Lot N ,g ....t�- r ilum � .........�.e�s�_�11.. ..........................•.......... �,l..L.... x..1�C �±.....A.......P._.�M���:A .�........-- Owner Address w ILQ, _ I:s.� -------------------------------------- ------......------------...............---- ...--••-•-- Insta er Address d Type of Building Size Lot...I........................Sq. feet V Dwelling—No. of Bedrooms_._..... -...............................Expansion Attic (w Garbage Grinder ( ) p`4 Other—Type of Building ....... No. of persons......3................... Showers ( ) — Cafeteria ( ) Other fixtures . . ------..•--••-••------------•--•------------- --••-•--------------- -........... W Design Flow............... Q................. per person per day. Total daily flow._.............__3__&.0..............gallons. WSeptic Tank—Liquid capacity.i 0;zO.gallons Length_3w_.......... Width________________ Diameter_tV._..... Depth...fia`....... x Disposal Trench—No. .................... Width.................... Total Length.........._......... Total leaching a rea....................sq. ft. Seepage Pit No.......I------------ Diameter----1.jP'..._._. Depth below inlet...... Total leaching area-.Zn�f; _....sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.-AC......!W1.5................................................ Date.A ---Al..... L_. aTest Pit No. 1.Z,_5 ......minutes per inch Depth of Test Pit..l: ............ Depth to ground water.._iJc ........ (i Test Pit No. 2. = ......minutes per inch Depth of Test Pit._! _.`_............Depth to ground water..... a ------ --------•---•--•--••---------....._..••• •----------------------......•••••.....--------------- -•-•--........-•-•--•.._.....-•--•--•-•--•----...._. O Description of Soil.. = 1.�a .n.+._ .,�a i_�1 j �= ' _S.n1m c d r 5 e � s V � ....... ..... `------r.. -'k-. ......... t_.i. ' 5. ±'L --------- W "V Nature of Repairs or Alterations—Answer when applicable--------------------------------------------------------------_................................ ' ----------------------------•------•------------------------------------------------........-----------------------------------------------------------•---------•--•--•--••-------.............._••---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T IT12 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed--- :._ —�(Ylc. l --.._� _. f Date Application Approved By = ..................................... ..................... � C Date Application Disapproved for the following reasons-..................................--.........----------------•-----------------------------------•-------.._. .........-•---•-----•-------•------------------------------------•--••-•--•----------........------....------------•-•----•--•------•-----•-•----•----•---•-•-----------•-----......................... Date Permit No......................................................... ..,.Issued--............. Date n No.---S...-..:1ed.P FEs..:rf? ....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _.�.-a....Yl.....................OF...........:. ! +........................._. Appliratiott for Ui_npoiittl Works Tomitrttrtion raftfit Application is hereby made for a Permit to Construct( )� or Repair ( ) an Individual Sewage Disposal System at: .,-.. 4..1. ..va..... ... .. == } 91 dt i.��:...... A±�S.......... Location Address or Lot N Owner ........................•---•----•---•--....Address In a r Address � Type of Building Size Lot__________________________S q. feet Dwelling—No. of Bedrooms.......... ..............................Expansion Attic (0)0 Garbage Grinder ( ) p-1 Other—Type of Building _r r +S-__.__------ No. of persons-------3.................. Showers ( ) — Cafeteria ( ) A4 Other fixtures ............................ W Design Flow.............. �.:_...._._......_..gallons per person per day. Total daily flow................ -s _ .............gallons. WSeptic Tank—Liquid capacity..l4oQgallons Length:_�:R.......... Width................ Diameter__-V__... Depth.._ i ...... x Disposal Trench—No. .................... Width............ Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.................... Diameter.....1. 'o..... Depth below inlet...... ?_........ Total leaching area...?� ....sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.._14r__-_41_ii$............................................... Date... aTest Pit No. 1.Ar.% .._._minutes per inch Depth of Test Pit---I_ ........ Depth to ground water.... ! -....... fi, Test Pit No. 2... : .._._minutes per inch Depth of Test Pit___ ............. Depth to ground water------0.Q1-__- a' •-------- ----------- •----------- 0 Description of Soil P �•--• A""^ Sa sS4!� y �' Mac , �SANAA __c_e?r C� �J } ' nt&N�r!`!�.....i3 c__5 v4x% ...5� 9L--- �, t?w' _. "4. W..tcs b. :! .._5 + (� ------ W UNature of Repairs or Alterations—Answer when applicable.____........................................................................................... . .. .....--•--.-•-•- Agreement: The undersigned agrees 'to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITI.L 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed 'r'1G.. ^ �i� 18-Z Date Application Approved By,.--_- --t _- ............................ Date Application Disapproved for the following reasons-------------------------•------------------------------•------------------------•---------------------•---.----- ••...................••---••-----------•----------------..._•--•-•--------•--••••---•---.......-•---------_....__.._.....••-------•-----------------•--------•-•••-•-----------•-------------••....••••. Date PermitNo......................................................... Issued....................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH I. ..W.. ................OF.......... ......N.:� .e........................... CIrrtifiratr of Tootpliattrr THIS IS TO CERTIFY', That the Individual Sewage Disposal System constructed ( N� or Repaired ( ) by.......K , . -�, ------•.••• -•••-•----•--•...... ----•------•---•--•-• ---- ----------------•-.....-•-........_..._.....-•------_.... Inst Iler .t� has been installed in accordance with the provisions of TIT LE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Pe ''it No------ ........ dated________________________________________________ kl_� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.----••--•----•-•---•-•--•....................:� 7/ Inspector--------....... e .... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF................ Do No.... FEE....:...:............... Biop oal ork� T o#rurjtiott rfutit Permission is hereby granted...._ '............ .............................__! !___ to Construct ( ,�, or Repair ( ) an Individu l Sewage Di%p Sys em at No.----'�� ...................................................3 W �..A 41 .-- - �n v � � 1` ... Street as shown on the application for Disposal Works Construction Permit No..................... Dated........................................... - ------ --- S /�_,L Boar of Health DATE ......................................... FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS O 0 O c2 COMy�h� aya3 n Ci 0 . D rl 14 IC su3s� o a � A � mipo y � on, yC )'RA11► Z M�NwF9 � Oeco �n � � : o C nC �v \D � W� y o. Q p2 In *4h n o' 't n N y y `I PI `I n �. C o .. .3 n3 N �: � J �� ► �nN coo rh n a N_ Q 0 . Ilk mm y r. o ` • + 1w CA rh IA th � a2r o Zak y ' 0000•�4 O � O yDT � p pp � � .. 4 : O oe •'� •oi � � pyy3 F , N m14tR h Zq � � A � t an ft tj � r Nc tj D IN7vo i sc d //6 03 i 17 lg'+ 'Al �N LT O /9 J SF _ — J _ N Rif' Ar ,L 1' o , W c!z � f1� � G #iv ,ac r a nT , � . QJ M N a �1 3 �N OF s� Z o`/V 1 rYC R C - l /01 N. ARC— l 5 L a c� S•F. FT OL 4hG S viA DE2. Aar. � c"APTER GG'AJI)- FA-�-+'E LEGEND EXISTING SPOT ELEVATION Ox0 �P��" OFMgss CERTIFIED PLOT PLAN EXISTING CONTOUR --- 0 `ALBERT. 9c�� LUT / 1-© FINISHED -SPOT ELEVATION v/Z-.[_E FINISHED CONTOUR 0 � ���,� j - Q No.10951�O 2 IN APPROVED , BOARD OF HEALTH CIS, S/ONAk- E� / DATE AGENT SCALE: / 30 DATE 4/2-7101-2. c,qp� c`'D 'Mn4: LOREDGE ENGINEERING CO, IN CLIENT I CERTIFY THAT THE PROPOSED EGISTERE REGISTERED JOB NO.�Z0.S Z BUILDING SHOWN ON THIS PLAN CIVIL LAND �}�� CONFORMS TO THE ZONING LAWS ENGINEER SURVEYOR DR.BY, OF BA-P_Q-_;-rA8 ASS. Exc�Pr ?12 MAIN STREET CH. BY: �1;T2,E, As � � H Y A N N I S MASS. / Z o4-•'Li •82 . --.�..-e_:� • ' SHEET, OF DATE RECi. LAND SURVEYOR BASS 16 HOUSE WALL 6 3/4 3 FOAM FILLER BASE 3068 DOOR ::. �.� �.t ouTswlNHR � W TE TE F,. TE TE 89 56 5/8 89 TE TE TE 3066 DOOR ® 120 0 OUTSWING x HR ® ! 68 13/18 .3'• PANEL '3' PANEL fi BASE ......'..PANEL:....:.. ................. ................. 44 1/16 , 12 L 120LEFT WALL ® d RIGHT WALL G►-5 3/4 5 3/4—_! FOAM FILLER FOAM FILLER LAMI RIDGE BEAM 3 1/2" X 9 1/2" X 12' 144 FLOOR PLAN NOT BY HA& CUT Adjustable DESIRED HEIGHT Top Cap-- .:.: 12" 5" Wall Panel 16 1/2" GENERAL NOTES: Facto 1. system 3—seasons stem has been drawn per ry Mullion contractor request. It is the contractor's responsibility to comply with all local building 114 codes and to obtain building permits as .required. TE TE TE TE 2.) Laminated ridge beam sized in accordance 89 with Boise Versa—Lam roof load tables. It is _ contractor's responsibility to comply with Rolling 63" HOUSE WALL Versa—Lam Specifications if selecting any ridge Window beam other than Versa—Lam. `:-:`:-:5' PANEL : 5'•.PANEL:; .:.:.: 3.) Window Style: Rolling I I 4.) Window Color: White 36 36 I _ I 5.) Wall Panel Color: White I ( 144 6.) Wall: 3 1/4" Insulated R-13 Factory FRONT WALL 7.) Roof: 4" insulated White R-16 Mullion i I 8.) Glazing Legend: . Wall Panel 116 1 2"Standard Base / 13z i 46 46 ! + IN = Insulated DSB TG = Tempered _ Channel I ! LE = Low—E DSB TE = Tempered Low—E Inside Outside ! ! P = Solid Panel TA Tempered Low-E/Arg LA = Low—E Argon DSB GABLE SIDE I HARVEY INDUSTRIES INC. CROSS SECTION I 46 48 _J CLASSIC VINYL PATIO ROOM DESCRIPTION: GAB T E E;TYL,E �168- ROOF PLAN �- ROOM SIZE: 10' X 12' wj:.. DEALER REALEASE SIGNATURE: DATE: PROPOSAL DRAWING --------- ORDER NUMBER: FOR DESIGN ONLY — USE AS GUIDE DRAWN BY: JLG DRAWN FOR: DATE: 01/30/07 AV CONSTRUCTION-581 OLD STRAABERRY HILL *FOR CONSTRUCTION & ASSEMBLY DETAILS REV DATE: / / SCALE: NTS SHEET 1 OF 1 SEE INSTALLATION INSTRUCTIONS 02 06 07 t°1 A in. / \/ Tnlr-s I("'TIITCC' T A I n^ /� C'TEII ( _ I rAutvCrpPw' And VG. COL. WIDTHJCG4. BENNARDO.P.�. L A C FRANK L. c M ( Irll\ V � 1I�IrL.� IR ` "O.C.T&B ° oe° 000�o°°°`� 36" - 60" C/C (2)s10 SMS TOP ONLY, $°O♦°o PLAN SHEET - GABLE ROOF EDITION y X534'LAG BOLT AND WASHER , =;/ SPACED I2'O.C. °oo° s ve e e °uo°$°Oe} ROOF °e°� (too'. LOCATED I I.O.C.(5)PER 4-ROOF �' J \`` SEAL ALL JOINTS AND SCREW ga$ ° °$° o° °o o°Qo°o ROOF PANEL PER MPS 12063 PANEL,PENETRATE THROUGH ROOF 1�' MEADS ExTENSIVELY oo o oo�•LJAG BOLTS OR s14 SMS oo °� o 4%TABLES ON ELITE♦ 3.25'WALL PANEL l( 0 5 PANEL TO WOOD CARRY BEAMS , prONAL EXTRWED t 1•y,UA5HE0.,2'15OO.C�.. oo°o°o$ °o og BELOW AND/OR NON- °o o° PANEL END. ° o e000 o o°o ° o0o0 0o o UTTERI e TE HEADER I• o ea000°o^oe4 oe8 ABOVE WINDOW .. ALUMINUM COMPOSITE ROOF PANEL \`1 ELITE♦RIDGE BEAM,SEE RUCTUILAL•)AT ♦°oeo 0o o poToA M.o'oO ° °° °o$ VAL 11 FO •1 B15)O I MPS FOR ADDITIONAL ITCHED END o$ a eo oeo a 80 1:056 V,y iDONLY'A.. RAIEECf L DETAILS,TYP. o 0 o e tT057 j 1 ATTACH HARVEY MOUNTING CHANNEL,PART i , �' IA 1 s11737 TO.024-ELITE ROOF,3005-H25 (2)LAMINATED WOOD VERSA-LAM BEAM,SEE LU _ 12067 AM.W/s14 SMS,2•&4"FROM ENCLOSURE BOISE OR MANUFACTURERS WRITTEN 2066 m WINDOW END,6.O.C.(9)PER 4-PANEL TOP&BOTTOM, EQUIVALENT LOAD TABLES,TO Be VERIFIED& 17yIj1' FOR MAX COLUMN LOAD-41PSF,MAX COL APPROVED BY OTHERS FOR SIZE '{ NOTCH OUT ELECTRICAL MULLION �oo 0 0 Q 0• TYPE MAY VARY, W u7 HEIGHT-lOFT,SITE SPECIFIC ENGINEERING '1t)< l� TO BUILD A POCKET TO ACCEPT MIN 4'WALL o''e 7°o°°^Z.0�°8 F- INSTALL PER MFR. �_-�� ' Q O 2 co REQUIRED BEYOND THOSE SPANS LAMINATED WOOD BEAMS. PJWLL o°o°o °° F- rl .W •� N O M-CHANNELS WILL RUN UP THE 1 I RE 1RE0 -°3° 18%'K'SMS,TYP.,(4)PER L7 Ap SPECS. 5 O -, SIDE OF THE WOOD BEAMS. I �J Il.l I M L f COLUMN,8'O.C.MAXMA%IN ll.l O \ j BETWEEN _ _[1�I (� /+J INTEGRITY OF HOST OPENING SHOWN I LOST LW O V ILL 1 Q STRUCTURE BY OTHERS. FOR 72-X 80•♦- HARVEY 1 1 Z w u7 w d' ENSURE 0.00E PANEL SYSTEM VINYL PATIO DOOR,$ERE DETAIL A oo IS SECURELY ATTACHED 70 CURRENT TEST REPORT FOR I CONTINUOUS SEAL INSIDE& � W X 7 LL � ti/ OUTSIDE W/DOW CORNING♦ L X PROVIDE ADEQUATE ROOF DETAILS,MUST MEET 'q�. Q /[1 Q Z_ F- DIAPHRAM. REQUIRED PRESSURES 2 795 OR MANUFACTURER 1 7 Z V Q 'O W USE AVG COL WIDTH TO \ `'y.+.y, ,1� - RATED EQUIVALENT TO BE 12016 3,z5•WALL PANEL 12056 Z Z L O a DETERMINE ALLOW.COI.Mi [:, F/y VERIFIED BY OTHERS,TYP. - - d = r Z LL •• C OPTION SHOWN TO ADD VINYL DESIGNER SHAPE VINYL Ln BELOW AND/OR osb, PW AT TOP SECOON.ATTACH WINDOW TO COLUMNS AT O O .•-L ABOVE WINDOW CO I � co CO LU R JAMBS W/49 SMS,7-FROM EA ENO,CONTINUOUSLY F'O�QO W NDOWSEAL W/DREF.OW O TO Nr4 795 CURRENT URREN7 TESTND REPORT FOR ER OF 12059 .. J O � C) HARVEY VINYL `1 U) Z Q J�` ADDITIONAL.D'cTA1L5 DN WINDOW.IF GLASS ROOM (3)a30 X 3/4'SMS MIN.AT EA z U ^ LL ( ROLLING WINDOW COLUMN,TOP&BOTTOM,(2) Z i ONLY APPLCU•TIJN,MAX ROOF LIVE'LOAD-40 PSF, tYL O MAX ROOF SrAN--15',MAX COL WIDTH a 3.5'ON BETWEEN COLUMNS,SPACED EVENLY F SUPPORTING SIDE,6'ON NON-SUPPORTING SIDE,DR TY P. ELEVATION m FOR MAX ROD,LIVE LOAD UP TO 60 PSF,MAX ROOF O .:...4P ♦ .SPAN a I5',M.SY=W..VIDTH-3.5'ON SUPPORTING O CONTINUOUS SEAL...... S _ ,o ...�y OUTSIDE W/DOW CORNING♦ HARVEY VINYL PICTURE WINDOW o SIDE,6'CN NON SU.�aTING SIDE ADD 6-COMPOSITE_ q i ) ;H O y I I ;� 795 OR MANUFACTURER PANELS ABOVE WINDOWS TO CARRY ROOF LOAD, FBI Bel RATED EQUIVALENT 70 BE d ATTACH ELITE ROOF THROUGH HARVEY - G - UNLESS ADOL ENGINEERING IS PROVIDED. VERIFIED BY EQUIVALENT TOTHERS,TYP. MOUNTING CHANNEL,PART s11737 TO `-,� d MIN 2•SOUND FASCIA W/Y.-X 21,4'LAG / � BOLTS OR TO CONCRETE OR FILLED F2 $ se X 1'SMS 1..,./ 0 MASONRY W/W%lV.'EMBED TAPCONS, THRU SCREW M ` 2•&4'FROM ENDS,BAL 6.O.C. EA COL X 3/4'SMS MIN.AT SPLINE$TO STD. LOST EA COLUMN,TOP&BOTTOM, Q E - o ue c oo u° oo STACKABLE HIGH ❑a❑ (2)BETWEEN COLUMNS, C ` H CHANNEL,TYP. IMPACT POLYSTYRENE SPACED EVENLY C °°o o HORSESHOE SHIMS (- USED TO LEVEL AN OR MFR.EQUAL OR a 14 LLLLJ SEE o°o'°eeoo eoo n e o Y•'%1�•EMBED TAPCON_ DETAIL UNLEVEL SURFACE,UP (r _ - OO H °d° a x 1�•EMBED SELF v� _ o `''i ` �� .A, '.'X 1?'.'EMBED 7APCONS 00.O o 0 0 TO EA LOCATED w In "•' ° DRILLING SCREWS 1'&3 MFR.EQUAL OR a 14 X I-Y- oo'O°� VERTICAL D 16"0 8 FA FROM CORNERS& SPACED 16'O.C. FACES OF EACH SIDE OF In EMBED SELF DRILLING SCREWS yl Q 1•&3 FROM CORNERS& VER7.MULLION:h 16' W V p J FACES OF EACH SIDE OF VERY. °8o MAX.O.C.IN BETWEEN, t0 a p QC- (7/ _;. Z 9 (3)s10%3/4'SMS MIN.AT EA ALL SIDES,SEAL ALL H-, Q. ti Ci< MULLIONS&16'MAX.O.C.IN ° 12059 COLUMN,TOP&BOTTOM,(2) JOINTS&SCREW HEADS N L V� - BETWEEN,ALL SIDES,SEAL ALL /� Q L11 BETWEEN COLUMNS,SPACED EVENLY f..•C7ENSIVE�: LJJ p1 1- P4 .. A JOINTS::SCREW HEADS CONCRETE OR T061 - Z ( EXTENSIVELY CONCRETE OR Q�A _ �� / WOOD FOUNDATION w0°D Q CO Q j r` QYJP�\QV��O i CONTINUOUS SEAL BELOW FOUNDATION CONTINUO:)$SEAL 9ELOYJ Q Q V `] i - 13tiE CHANNEL W/ 21/tj"MIN. 22/2"MIN. BASE CHANNEL W/ O w !Q _ I INDUSTRIAL GRADE _j J ]NDUSTRJALGRADE �CONC.EDGE }-GONG.EDGES Z J H (1 - ADHESIVE SEALANT,TYP. ADHESIVE SEALANT,TYP. V.Q DIST. DIST. SECTION THRU WALL SYSTEM >- m B U.J. "FC 2 :ds. B W mQ i Na U, u SIM.- - w /\ °e°p� ,APCONS TO n/ f ' I d "'1 o W X 1l):'EMBED L..L,. OPENING F- w B FOR 36" X HO° 1 18%;."SMS, MASONRY,OR J TYP.,12.O.C. a 14 X Ih- a_ B ,� DO \ EMBED SELF 0 0 00 0 o (I DOOR TO w F - ° DRILLING MEET Sim. I = a8 X�'SMS,TYP.,12'O.C. M NCREWS WOOD TO a 12056 12056 12056 0 16•MAX. o 0_1 REQUIRED TYP. 2 MINoF( `; PRESSURES WINDOW 1,� — 1207 CONC.EDGE B ( GABLE POST MOUNTING o8°0°00 ° o°Boo c gaoo o° DIST. w c a (BY OTHERS) TYPE MAY A _ D a BLOCK AT BOTTOM OF ° 0 8° t 4. VARY, ELECTRICAL MULLION, o. •8 X 0 Q I S o DPP. ATTACHED TO SLAB W/ 12056 SMS,TYP., s 14 X 2'SELF DRILLING 1206. 12.O.C. CONTINUOUS O ,r$ INSTALL PER _ 1 ° - MFR. SPECS. H Ll °° oo�o &OUT51DEE Y mi SCREW,TYP. o 36'• ' D �. .bo ° °°o voe w/Dow = a o W TAPCONS OR T o o°°° oo­ c e (4)a8 X 3;'SMS o°o°o o°o°o°o o o ° CORN]NG U LL .� s14%2)f'SELF riO oo°o° 1T07t INTO OASE o 0 0 0 0 0 0 795,7Y9. = I o. w DRILLING SCREWS, `rr e o° °° ° CHANNEL AS B°GI�°oo°BoW° AROUND Jgo xm 2&4•FROM TOP& `J CONTINUOUS SE!.:IYS'DE- ° SHOWN 8o PERIMETER C BOTTOM,18'MAX.O.C. Q" &OUTSIDE W/InDU.TW s8 X 3/4'SMS 12.O.C. s8 X y—SMs, C O D •(� CJQ GRADE ADHESIV[.S°ALANT, O PER COL.INSIDE&OUTSIDE D 1011 MIN OF ALL o I' ( 2 mm : d A�.I/Yp lQ 4� TYP.A?ALL MIT!U(::IS SEE ELEVATION TYP.,12'O.C. ° PANELS w u�i�4 do PP L ��`��eP� PLAN VIEW SECTION BELOW WINDOW aBx>:' o� i � =LL LL `C � C, 12'O.C. SEE TABLES al OR a3,52 IF 1S-MIN L °0 0,�. z$_ y OA PANEL AT TOP AND/OR BOTTOM, \ ( Q�! 1� 58 X 3/4'SMS 12.O.C. 0 12053 g i O 'p OTHERWISE SEE TABLES s2&4 FOR ALL Q� `� - a8 X Y.-SMS,TYP.,�2.O.C.' PER COL.INSIDE&OUTSIDE 12056 Y u1 Q. GLASS APPLICATIONS P�� Q 12056 �'� 12056 SEE ELEVATION 12056 Q z m o 0 0 o np W Z F zdc3 GABLE POST MOUNTING BLOr_x AT BOTTOM OF o. ELECrRICAL MULUON, COPYRIGHT FRANK L.BENNARDO P.E. ATTACHED TO STAB VII t 1 1 pR0 °E:12056 12o" �❑ XIY.'EMBED SELF (�[j �_nl—I o00 �o ao 5-HAI-0001- DRILLING SCREW,TYP. T O (—Ia °o°°o° PAGE SCALE: - c U 120721.' 'It' IIIo�IIJ� o DESCRIPTION: 4'MIN.CONCRETE SLAB&FOOTING OR O O O ��xx77 �9 Y B' ° B o f d B 1' 0' MIN' A (mTO X�'$MS E WOOD DECK SIZED AS REQUIRED BY Ly O O INTO BASE 1t0j CODETIFIC TION (DESIGN& CHANNEL AS ]OF � CERTIFICATION BY OTHERS) HARVEY VINYL PICTURE WINDOW FASTEN TO COLUMNS AT HARVEY VINYL DOUBLE HUNG WINDOW HARVEY VINYL ROLLING WINDOW SHOWN O JAMBS W/a8 SMS,2-FROM EA END.CONTINUOUSLY SEAL FASTEN TO COLUMNS AT LAMBS W/s8 SMS,2'FROM EA END, FASTEN TO COLUMNS AT JAMBS W/s8 SMS,2'FROM EA END, AROUND.PERIMETER OF WINDOW W/DOW CORNING 795, CONTINUOUSLY SEAL AROUND PERIMETER OF WINDOW W/DOW CONTINUOUSLY SEAL AROUND PERIMETER OF WINDOW W/ - o TYP.REFER TO CURRENT TEST REPORT FOR ADDITIONAL _ - CORNING 795,TYP.REFER TO CURRENT TEST REPORT FOR DOW CORNING 79S,TYP.REFER TO CURRENT TEST REPORT O DETAILS ON THE WINDOW ADDITIONAL DETAILS ON THE WINDOW FOR ADDITIONAL DETAILS ON THE WINDOW 0 PLAN VIEW SECTION THROUGH WINDOWS /SNNARDO,P.E. =', t1_ARVEY VDU TY:TFc"�7I`"C: `MASTE!? F'tAN SHEET -GABLE ROOF EDITION 2z ' TABLE 1: STD. 'H' MULLION HEIGHT TABLE TABLE 2: STD. 'H' MULLION HEIGHT TABLE DESIGN NOTES *15"MINIMUM SOLID PANEL HEIGHT* *GLASS ROOM ONLY* _ 5 2000 INTERNATIONAL BUILDING CODE,ASCE 7-98IMPORTANCE AVERAGE CENTER TO CENTER COLUMN SPACING > '" CAT=1,1=0.77, Kd=0.85, Kzt=1.0, Kz=TABLE 6.5,25SQFT TRIG " 1- •- VELOCITY 8. LOAD AVERAGE CENTER TO CENTER COLUMN SPACING > LOAD AREA CONSIDERED FOR MULL CALCULATIONS,ENCLOSED PATIO VELOCITY& t'a. V,4LID.F jOB(s) Y STRUCTURE EXPOSURE (PSF) 2'-0" 2'-6" � 3'-0" 3'-6" 4'-0" 4'-6" V-0" EXPOSURE (PSF) 2'-0" 2'-6" 3'-0" 3'-6" 4'-0" 4'-6" ��. t: ALQ)OK'iYWRti.� 0 1 _AL qh=o.00256•Kz•Kzt•Kd•WvI too B&LESS 17 11'- 1" 10'- 3" 9'- '8" 9'- 2" 8'_ 9" 8'_ 5" V- 2" 100 B&LESS 17 10'- 10" 10'- 1" 9'- 6 9- 0" $'- 7" 8'- 3" $' �... . ' P=qh((GCP)-(GCPI)), GCPI=+/-0.18,MRH=1S', ZONE 510'- A 1/3 ALLOWABLE STRESS INCR.WAS NOT USED IN TABLES. o 0 1DO C.110 B 21 10'- 4" 9'- 7" 9'- 0" $'_ T" $'- 2" T- 10" 7'- 7" 100 C,110 B 21 1" W- 5" 8'- 10" 5'" 0" 9" U . N N t10 c,12o B 25 9'- 9" 9'- 0" 8'- 6" 8'- 1" 7'- 9" 7'- 5" T- 2" 110 C.120 B 25 9'- 7" 8'- 10" 8'- 4" T- 11" 7'- 7" T- 3" 7'- 0" ����%- s EXISTING WINDOWS&DOORS LEADING OUT TO PATIO ENCLOSURE "-� "� MUST REMAIN. IN WINDSOURNE DEBRI AREAS,PLEASE ENSURE 120 C,130 B 30 9'- 2"' 8'- 6" $'- _0" T- 7" T- 3" 7'- 0" 6'- 9" 120 C,130 B 30 9'- 0" $'- 4'" 7'- 10" 7'- 5" 7'- 1" 6'- 10" 6'- 7" U w < � fV - 'n Z Qf000 m THAT THE MAIN HOST STRUCTURE IS PROTECTED WITH IMPACT 130 C.t4o a 35 8'- 8" $'- 1" 7'- 7" 7'- 3" 6'- 11" 6'- 8" 6'- 5" 130 c,140 B 35 8'- 6" 7'- 11" T- 5" 7'- 1" 6"- 9" 6"- 6" 6'- 3" - LU N O ao rn RESISTANT PRODUCTS. 140C,150E 41 8'- 3" 7 - 8" T- 2" 6'- 10" 6'- 6" 6'- 3" 6'- 1" t4oc,1506 41 8'- 1" T- 6" T- 1" 6'- 8" 6'- 5" 6'- 2" 5'- 11" d W (9 c O o CALCULATED COMPONENTS AND CLADDING DESIGN PRESSURES Z _ ARE LISTED IN TABLES FOR CORRESPONDING WINO SPEED AND 'LOAD' REPRESENTS DESIGN WIND PRESSURE FORCE ON COLUMN, NOT ROOF LIVE LOAD ``9^ z ~ EXPOSURE. V J DESIGN APPROVED FOR4IPSFLIVELOADATIS'MAx.cLEARSPAN TABLE 3: ELECTRICAL MULLION HEIGHT TABLE .TABLE 4: ELECTRICAL MULLION HEIGHT TABLE of W W �' W o BEFORE ADD'L ENGINEERING IS REQUIRED. *15" MINIMUM SOLID PANEL HEIGHT* *GLASS ROOM ONLY* X _ z � 00 , (D � WINDOW&DOOR ALLOWABLE PRESSURES SHALL BE PER ANY 71207=1 LOAD AVERAGE CENTER TO CENTER.COLUMN SPACING > VELOCITY& LOAD AVERAGE CENTER TO CENTER COLUMN SPACING > iZ Z _ Z LLAPPROVED MANUFACTURER SPECS FOR SIZE AND TYPE WINDOWS VELOCITY& F- Q cooW O INSTALLED.INSTALL ALL WINDOWS&DOORS PER MANUFACTURER 1 EXPOSURE (PSF) 2'-0" 2'-6" T-01.' 1 T-6" 4'-0" 4'-6" 5'-0" EXPOSURE (PSF) 2'-0" 2'-6" 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" Op J °p m W SPECIFICATIONS TO MEET REQUIRED DESIGN PRESSURES AS N LL ~ STATED IN TABLES OR AS PER ABOVE. 100 B&LESS 17 15'- 3" 14'- 2" 13'= 4." 12'- 8" 12'- 1" 11'- 8" 11'- 3" too e&LESS 17 15'- 0" 13'- 11" 13'- 1" 12'- 5" 11'- 11" 11'- 5" 11'- 0" --1 U) O 11L0) a � 100 c,110 B 21 14'- 3" 13'- 3" 12'- 5" 11'- 10" 11'- 3" 10'- 10" 10'- 6" too c,Ito B 21 13'- 11" 12'- 11" 12'- 2" 11'- 7" 11'- 1" 10'- 8" 10'- 3" Z Z Z U LL '^ o 1 t0 C.t2o B 25 13'- 5" 12'- 6" 11' 9" 11'- 2" 10'_ 8" 10'- 3" 9'- 11" 1 t o c,t2o B 25 13'- 2" 12'- 3" 11'- 6" 10'- 11" 10'- 5" 10'- 0" 9'- 8" ", ~ GENERAL NOTES " .�. � 120 c,130 a 30 12'- 5" 11'- 6" 10'- 10" 10'- 3" 9'- 10" 9'- 5" 9'- 1" � OU � m � 0 1)THIS DOCUMENT IS CONSIDERED INVALID&UNCERTIFIED 120 C,130 B 30 12'- $" 'I 1'- 9" Ill- 0' 10'- 6" 10'- 6"' 9'- 8" 9'- 4" 3 WITHOUT THE ORIGINAL SIGNATURE&RAISED SEAL OF FRANK L. 130 C,140 B 35 12'- 0" 11'- 2" 10' 6" `- '11" 9'- 6" 9'- 2" -8'- 10" t 30 c,14o a 35 Ill'- 9" 10'- 11" 10'- 3" 9'- 9" 9'- 4" 9'- 0" 8'- 8" BENNARDO,P.E. 140C,1508 41 11'- 5" 10'- 7" 9'- 11" 9'- 5" 9'- 0" 8'- 8" 8'- 5" 140c,150B 41 11'- 2" 10'- 4" 9'- 9 0-- 3" 8'- 10" 8' 6" 8'- 3" Q• '•ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS 12070 2 DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION.HIGHLIGHTING OF DOCUMENTS ISATTHE 'LOAD' REPRESENTS DESIGN WIND PRESSURE FORCE ON COLUMN, NOT ROOF LIVE LOAD U BUILDING DEPARTMENTS DISCRETION.- 2)THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE VERTICAL MULLION DESIGN NOTES: z FABRICATED..IN ACCORDANCE WITH THE REQUIREMENTS OF THE m 2000INTERNATIONAL BUILDING CODE. TABLES MAY BE USED FOR FRONT OR SIDE WALL APPLICATIONS BUT EACH COLUMN MUST MEET TABLE HEIGHT CRITERIA. F--4 ..,3),NOIMPACT CERTIFICATION is OFFERED WITH DESIGN. COLUMN STRENGTH VALUES OBTAINED FROM A SECTION PROPERTY ANALYSIS OF PARTS AS SHOWN. DESIGN DEFLECTION=L/180.ALLOWABLE STRESS FOR 6063-T6 OR 6060 T61 ALUMINUM = i5,000PSL /�� LU ADHERE TO BUILDING CODE REQUIREMENTS TO PROVIDE AN V I = D APPROVED IMPACT PROTECTION SYSTEM AT THE MAIN ENVELOPE 0 of THE STRUCTURE. NOTE: USE TABLES 1&3 WHEN A TOTAL OF 15"MINIMUM HEIGHT IN SOLID PANELS EXISTS ABOVE AND/OR FELOW THE GLAZING. USE TABLES 2&4 FOR GLASS ROOMS ONLY,W/NO SOLID PANELS (jJ o. ...:.4)..711E.FYiSII01G�JOSTSTAUCTURE MUST BE CAPABLE OF INSTALLED FOR MULLION HEIGHTS.MAXIMUM GRAVITY AND WIND LOADS ARE NOT CONSIDERED TO ACT SIMULTANEOUSLY DUE TO UPLIFT FACTOR AT MAXIMUM WIND VELOCITY. ►�"� Ln Z SUPPORTING THE LOADED STRUCTURE AS VERIFIED BYTHE ALTERNATE SPANS MAY BE ACHIEVED BY A SITE-SPECIFIC ANALYSIS OF ACTUAL FRAMING CONDITIONS.SEE A LICENSED ENGINEER FOR FURTHER ANALYSIS AS NEEDED. LLJ W It o PERMIT HOLDER. NO WARRANTY,EITHER EXPRESSED OR IMPLIED, NOTE:TABLES 1&3 MAY ALSO BE USED FOR SOLID PANEL WALL HEIGHTS. REFER TO ADDITIONAL ENGINEERING BY OTHERS FOR SOLID PANEL SPANS BEYOND THESE SPANS. No o ce o IS CONTAINED HEREIN. N Q -.61.COMPOSjMAVALL MEMBERS SHALL BE CONSTRUCTED USING AVERAGE CENTER TO CENTER SPACING: DEFINED AS Y2 THE DISTANCE BETWEEN COLUMNS TO THE LEFT, ,JS Yz THE DISTANCE BETWEEN COLUMNS TO THE RIGHT t~11•z y ON En TYPE 3005-H 14 OR H25 ALUMINUM FACINGS OR DURATEX, -- -- Z EXTERIOR HARDBOARD,GREENBOARD SHEETROCK INTERIOR,(1) Q CD Q d PCF ASTM C-3ROOM IRE TES STANDNER RETFOTCNTERIO OFF STRUCTURAL EXTRUSIONS —� 3.235-- T 00 "U.B.C.26-3 ROOM FIRE TEST STANDARD FOR INTERIOR OF FOAM I W PLASTIC SYSTEMS"WITH GREENBOARD,1.5L8 EPS,AND 0.045" 3.097 ALUMINUM.DESIGN AND CERTIFICATION OF PANELS BY OTHERS. 6063-T6 OR 6060-T61 ALUMINUM U.N.O. _ J N m 6)ALL EXTRUSIONS SHALL BE ALUMINUM ALLOY TYPE 6063-T6 OR �'— O1 � ~4 6060-T61 U.N.O.EXTRUSION THICKNESS PER THIS SHEET,WITH A " D +-0.010'TOLERANCE U.N.O. - I N W - 7)ALL PRIMARY MEMBERS AND TENSION CONNECTIONS SHALL BE 1 C7�� .535 5.535 y 110.080 W Q FASTENED AS SHOWN IN ACCORDANCE WITH PROPER FASTENING > V, METHODS AND CODES.ANY FASTENER STRIPPED OR NOT PATIO DOOR HERD REDUCER-12072 PATIO DOOR JAMB REDUCER- 12073 �_ __ /�I a 5.748- ADEQUATELY HOLDING SHALL BE REPLACED. '�"" 8)FASTENERS SHALL HAVE A HEAD AND/OR BE PROVIDED WITH (n 1/4-DIAMETER WASHER MINIMUM UNLESS NOTED.EMBED. I 2 LENGTHS NOTED ON DRAWING SHALL NOT INCLUDE STUCCO OR i i t 4" MOUNTING CHANNEL- 11737 4.425 I T o FINISH MATERIAL. 9)ALL FASTENERS TO BE 2024-T4 ALLOY,NON-MAGNETIC N I .o M a STAINLESS STEEL,OR CADMIUM PLATED OR OTHERWISE m „ oo '". 0.070 0 1 - CORROSION RESISTANT MATERIAL AND SHALL COMPLY o 0.070 ri 0.070 0 I o WITH5.1.1C,SPECIFICATIONS FOR ALUM.STRUCTURES-SECTION - N 1 - w o 1,THE ALUMINUM ASSOCIATION,INC.,&APPLICABLE FEDERAL, 0.080 I - STATE,AND LOCAL CODES. 5.210 1 -� `F 0 10)THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM - ELECTRICAL CHASE -3.374--t a 1 ggg a Q MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. I COVER- 12067 C+ 3' a = USE'KOPPERS BITUMINOUS PAINT OR MFR.EQUAL IN -•---3.757— -i 1� 3.561 HORIZONTAL MULLION - 12057 = m I m W a i� ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. - I ' 11)ELECTRICAL GROUND AND ALL RELATED WIRING AND - U LL J �•o y CONSIDERATIONS TO BE DESIGNEDEL OTHERS AS REQUIRED. 4"'SIDE FASCIA- 11741 ADJUSTABLE BASE CHANNEL 12061 STANDARD BASE CHANNEL- 12059 o Y I g o' 12)IF REQUIRED BY CODE,THE EPS CORE SHALL BE SEPARATED FROM THE BUILDING INTERIOR BY A 15 MINUTE THERMAL BARRIER OF APPROVED 1/2 INCH GYPSUM WALLBOARD OR EQUAL F3 , n o (GREENBOARO SHEEiRoC9MS APPROVED). - AT ) 3.855 3.491--i —3.875 ' I K E gig g x 13)ALL CONCRETE FOUNDATIONS SHALL BE MIN.fc=3000PS1 - 28 DAYS ON 2500 PSF MIN COMPACTED SOIL(BY OTHERS).ALLOW c m }-----3.480 I N ii 3 DAY CURE BEFORE INSTALLING BOLTS.CONCRETE TO COMPLY W 4 V WITH LATEST ADOPTED ACl CODE. m rn 14)REINFORCING STEEL SHALL MEET ASTM A-615 GRADE 60. rn r� N '^ o ID a WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185. Q io z 15)WINDOWS AND DOORS SHALL BE IN ACCORDANCE WITH ' K ~ REQUIRED WIND PRESSURES&A.N.S.I/A.A.M.A CURRENT SPECS pl. 0.090 vAS SUMMARIZED HEREIN.CERTIFICATION OF DOORS AND 60 .� COPYRIGM FRANK L BENNARDO P.E. WINDOWS TO MEET REQUIRED PRESSURES IS BY OTHERS. 16)ROOF PITCH TO BE 1/4-PER FOOT MIN,4-PER FOOT MAX v, ELECTRICAL WALL CAP- 12066 n }-- 4.723 ---' 5-HAI-0001- PROVIDED HIGHEST WALL DOES NOT EXCEED SPECIFIED HEIGHT. v 0.100 0 o ELECTRICAL BOX MULLION- 12070 STANDARD H CHANNEL- 12056 TU � 17)ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL v _ PAGESCALE: T DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY rt DESCRIPTION' N CONTRACTOR,el 81.INDEMNIFIES AND SAVES HARMLESS THIS 3.786 —T Y ENGINEER FOR ALL COSTS&DAMAGES INCLUDING LEGAL FEES S APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, 0.07014 vi `E SYSi}lq'£REC+11dN;'b'CiiNSTRIiM- ON PRACTICES BEYOND THAT . '0 WHICH IS CALLED FOR BY LOCAL,STATE,AND FEDERAL CODES OF� o o AND FROM DEVIATIONS OF THIS PLAN. - _ � I 3.448 -� II -- 18)EXCEPT AS EXPRESSLY PROVIDED IN THIS SPECIFICATION,NO l 3.420 0.070 1 CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. I 0.090 o THIS DOCUMENT IS THE PROPERTY OF FRANK L.BENNARDO,P.E.& 5.170 3.561 —�1 N SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT ADJUSTABLE PITCH GABLE WRITTEN COOONSENT OF FRANK L.BENNARDO,P.E.(C)00 4"GUTTER FASCIA-11739 EXTRUSION- 12068 CORNER POST- 12064 ELECTRICAL MULLION COVER- 12071 WALL RECEIVER/TOP CAP- 12063 4 FRANK L.BENNARDO,P.E. - EL IT 7 =N ,,-/\-7 1 E,L✓ f ' I -Z, "­1 E FZ,)0 0 41"� E L C L E 4 4 1\1 -14,AEI 2000 i 1�1 A X. WIND v E L 0 G i T'1 , `XPOSUR L I v E L 0 D, AND D E F 1-E -Ti N Z5 L T E E T ? DEFLECTION = L 80 11/10/03 DEFLECTION = L / 150 WIND SPEED 3".024 3­.024 3".032 3-.032 4**.024 4".024 4".03 4�.0321 6".02 1 6".02 6-.03216".03 8".0241 8-.024 a-.032 8-.032 WIND SPEED 3­.024 3".024 3­.032 3-.03 4"_024 4".021' 4".032 4**.032 6**.024 6" .024 .032 6".032 8".024 8".024'8".0321 2 4. 10' LL - - LL 8,EXPOSURE & �Ib 21b b 21b Ilb 21b 11b 7_1b- 2_1b 21b EXPOSURE Ilb 21b Ilb 21b Illb 21b Ilb 21b Ilb 21b Ilb 21b 11 21b RE Ilb 21b 11113 21b 11b 21b 11b TI b- Ilb 101 1008 20'0" 20'W 21'6" 21'6" 2T 11- 23-3- 24'2" 23- 11' 30'6* 32-6- 31-r 32-5- 33' 10' 37-6" 3r 1" 38.5. 10 1008 16'3" 16'2' IT 5" 17-5- 19'5" IS- 11- 19' 7- IT 5- 24.9- 26-4- 25' 26' 3" 28' 1" 3U 5" 30.2" 31.2--� 201 1 10B.C. 1208 15' 11" 15' 10" IT I- IT I- IT 0- 18-6" 19'T 18'9" 22' IT 25- 1- 27 11" 23- IT 2 T 11- 26- 11- 26 6- 2 T 11 20 1100.C,'1208 12' 11 12' 10" 13' 10" IT 10" 15'5" 15*W 15'7- IS- 5" IT a- 20' 11" 20-4" 1 20 10" 22- 3- 24- V 23- 11- 24-T... - - - 19' - -ON _12- 1- _12- 1- -13* 5" 13' 1- 13'7- IN 5- 1 T 2- ITY IT 9" 18' 2" 19' 5- 21' 1" 20' 11' 2 ........- 301 1408, 140C 13'5" 13-4" 14' 1 T 14' 10" 16 IT 15-3- 15'6" 15'4" 18'8- 20'6" 16 9" 19'6" 19'6" 22'0" 21.8" 22' 10" 30 140B. 140C 11-3- 401 1508. 150C 11'8" 11'6" IT 10- 12- 10" 13'9' 13'2" 13'5" IS 3" 16'2" 17'9' 16-W 16- 10" 16' 11 19'0" IS'9" 19'9" ..... 0 1501B. 150C 10-3" 10'2" 11'W I 1'0" IT 2" Il' 11" 12'4" 12' 3" 15- 7" 16-T' 16-2" 16-6" 16' 111- 19' 0­ IS- 10. 10'2" 11* iro 501 1608. 160C 10-5- 10'4" 11'6" 11-5- 12'3' 11'9" IT W 11' 10"' 14'5" 15' 10" 14'6- 15- V 15' 1" ITO" 16'9" 17-8- 0 16 13, i60C 9-6- 9'5" ... Lli 10' 2" 11'5" 11'4** 14' 5" 15-5- 14- r 15- V 15- V ITO" ........... .............. r 601 17513, 175 IN 2" 14 V T 7- T 7- 10- 8" lo' 9'6" 9'5" 10'6" 10'5" 11'2" I(Y 9" 1 1�0-. �l(y do _T67F S 3- T 1 T T_ 13'9" 15'6" 15-3- 6 YI- 60 175B. 175C 8' 11" S' 11' 1 9" 10'8" 13' 2" 14'6" 11T V IN T' IN T IT 6" J.4 W., t 801 180B. 180C 8-3- 8'2" T I" -9. 1- T 8* 9'4- 9'6" T 4- 11'5" 12'6" 1 1" 13'5" 1T 3- 13- Irl 1808, 180C 8' 1" S' 1- 6 8- 8'8- 9* 11' 5" 12'6" -6- 1 rul I L8 I W, (41 o ,*:o ............ DEFLECTION L 1 120 11110/03 DEFLECTION L 1 180 ... ........ 03 3".03 47 4".024 4".032 4".03216".024 W.2.24 6".03 V.032 W'.024 W'.024 -:At WIND SPEED 3".02 3".02 13**. 8".032 8".032 WIND SfEED r.024 3".024 3".032 3".032 4".024 4* .024 4".032 4".032 6".024 6".0241 6".03216".032 :13"Atit..8 .024 V."' ...... LLI: .. T, ls.�. ...­.... :::::::-Z 2........ ILL LL - - :; -- : ... .............. ...... &EXPOSURE 11b 21b Ilb 21b 111b 21b 11b 21b Ilb 21b Illb 21b Ilb 21b 11b 21b &EXPOSURE Ilb 21b 11b 21b Ilb 21b 11b 21b 11b 21b 11b 21b '::..:21 b W ................ .. Lu . ........................ r 7- 128*3*21' 1" 217 11" 26 S' 2Er 5" 2 NY 3' 3Z 9" 3Z 6" T 6- IT 5- lir IT 18'9- 2a 11-1 2(Y 4- 15'3"10 lom 1 33 7- 10 lOdB 15'3* 16'5" 16! 5" 18'3" IT 9" IS'5" 18! 3" 23' 3" 24' 10" x.q.x, 1 24-2- 24' V., 28'5;-::': LL....... ... X 20 1108,C. 1208 IN 11- IT IT 14-11- 14- 11 p 16 r 19 2* 16 T` 16 7" 21'2" 2Z 6" 21*11" 2Z 5" 23!11" 26 X 26 9' 26 Ir 20 IIOB.C,11208 12- 1- 12- 1- ITT IN V 14-6- 14' V 14-7- 14-6" 18-15" 19-8" 19'2" -:1J!r­22'8" 22'7' ZT.- z w z 30 1408, 140C 12' 1" IZ 1" 13'W IN 0' 1,V 6" If 1" 14'8" 14!6' IS'6" 19 fr 16 9" 19'6* 19 6" 27 X 21'8" 22* 10" 30 1408, 140C 10- 7- 10-7- 11-4' 11-4" 12*S" 12'4" 12'9" 12'8" 16' 2" 1T 2" 16' A ix,:: .:I.V:4 19' 10" IT 8- 29 4 Z 40 9 T I 1'6' 14'8" 15'7" 18'0" 17' 11" 18'5*1508. 150C I1'0' 1I'(r 11'IT I I* IT IN 2" IZ 10" IN 3" IN 2" 16'2" IT 9" 19 3" 16 1 V 16!11" 19 IT 19 1T 1 40 1508. 1,50c 9' 7" 9'7" 10'4" IT V 111'6' 11' 2" 11'r 0...... ......................................... ... ...... z a 50 160B, 160C 117.3" 192 1110 11*X 17 2' 11'9" ITT 1 5* 15 MY] 14 6- 161- IS I- IT T 16 1 T IT ir 50 160B. !;.6' 0C S* 11" 8' 11" 9'7' 9' 7" 10'8' 10'4" 10'9" 19 8" 13' 7" 14'67:: .3*.4..!:::-v::­... 1 16, 7- IT I, ....... t 11Lj 6___ u- 0 60 1758. 175C 9'6" T 5" I(Y 4 1(74- 11'2" 1 la 9- 11'0" l(Y 10" IN 2" IT 6" 15'4' W 1" 0 1758, 175C S'5" 8*4" 9'0' V 0" 10'T 7 9" 10' 1" la 0"' 12'9" r", I,V 6" 13'3" IN 9" 13'9" 5,5*, 16 1 ............ ............. 80 1808, 180C 8'3" 8'2" TV TV 7 8- 1 9'4' 9'6" 914- 11-5- 12'6" 11'6" 11' 11- 11- 11" IN 5- 1SW 13' 11 80 1808. !�80C T 7" 7'7" S'2' 8'2 91 1" 8' 10" 9'2" 9 V 11- 57 1 IT 5'�:�� I r I I ly 11" w ...........I...... w............... ....................... NOTE: 10F5F TO BE L15ED WITH EXTFRENE CAUTION. E 5 NER.A.' TAE3LE VALUE DERIVATIONS: ......... EN 5;C-N=Z)%::_,x'_Ns'-: 0 7- E FR D E 5 i'C-.N G 0-N 5 1 D E R 4 T 10 N 5: 1) TIw415 W" oN . ........... LED 5'T' INSTRUCTIONS FOR TABLE.USE ............ z z N SHEET A 0 <1 01==N A ENCLOSED 5TFRUCTURE5: FRANK L.*:::*t:tN*N­1 TIm415 RONT U'/=Rt4AN_-s O/�4 5E UP TO 3- W17�4 1/-LL;=_5 VERIFY AF5F=ROFDRiAT= I Iv= LOAD WIND F`RE55URE CALCULATIONS EASED ON A5C= I-e6 P`.UF-R5, FIG. �b­ < 15 NOT d=065. 450,1E "ZO T4--LE L=-',C--'-4 -W-ILL WDTL4 - O/W ;:OR RE D -E L IT PL F4CE 0,R DEPLECTION. WIND VELOCITY, AND •200 sq I" MIN. ROOF -AR= T�4ETA Lli��_5 T�4,A,14 1 . ..... A. 0 dca AVERAGE CF MFRS ZCNE5 TOTAL P-,N=L LENGTW) VAL ID F,OfR 0 EXP05UKRE WITH GOVERNING 2 A 3. N:X- UNEUFF-ORTED 51DE OVERHANG 15 25% CF F=.!.N=-L OR O7,'_'ER MUNICIPALITY AND BUtLD!NG (12' =OR - PANEL _I:IDT") E D AND 1`1114%�R<lNeSS TO -N 7 z;Zr-,I T T CODE5 IN EFFECT FOR THE VALUE-5 FOR 3', 4'. 4 IL5 4 2L5 .032' 4 11-5 .02-1* PANSL5 OBTAINED FROM 4�RE 0 F ==,;R FOOT r - F I- LL 5 REPORTS BY OTHERS. CW TO 5= 1,14 -IiN -=R FOOT .Ou�,:R STRILCTUR .. PROJECT LOCATION. FIND AL PROPERTIES DERIVED FROM CERTiF:IED TEST = 0, TS ROOF F-I - 3 ................. a u VALUES FOR 1110 -032' 0- Ax. I F I C A T I ON R OF PANELS WERE D_R!,/=_D ✓B Y EXTRAPOLATION OF 2) TW5 Sf==( ... ... LLI OF THE 20,00 INTERNA"Tit'CIR: ........ LLOWA5L=- ELITE 'ROOF CLEAR -D A 7 4.. 1 Nr_ _j <[ y-%SPAN IN T_A5LE5 FOR 5FECLAL i'51TE 55�ECiFiC, 5EALED ENGINEE. V_AL*_'_=5 FOR 3' WERE DERIVED PRom DATA i ExTc-,AFoLATION FROm BE 1R=_CL!iRED IN 70 D=_vI,4T= FR0rj:­ I V AN[--) GOVEFRIN:NC.� =_U!!_DiNG AFFRO!=RIATE FDANEL C)EFTL;. TE57 REFORTS ON 3', -L', 4 OTWER FANE! VALUE-5. ILIS:�L.�-6.,;--.�':':':':���':::'-iN, E5TIr---AT= X. < FACING TPICKNE55, AND EFS CORE M4xjr-%M OF CALCULATED DEFLECTION FROM T=-5TING OR MAXIMUM MOMENT DEFL=_CTiON5, AND 5P_2.N5 C;CNTAIN=-[) W Z LL : C;R I TE�-,R f 4 WEIGI,4T 5ELECTED. U5E GREATER (MIN. 7=5T El L15ING 30-03 W-iCo �­!_ARDENED TO 3003-1-4154 ULT, Ilk LINE".R C= T"E_ 7A51-E MAY _^=PLY. ......... 73 z 51 TE z <1 -5i YIELD f.=--,ITT= 'CT NED 5147ED 4.54.�'S'J-N Lu cli -Fr CON." - -W I C,= MIN. LIVE LOAD OR r,1114. WINE) 9�5"i WOFKING STRE55 USED) ............... .... ... ............. .................. TL415 5p u. SE4LE VELOCITY 4 EXPOSURE TO DEAD LOAD 15 FACTORED INTO Ef DERIVATIONS FOR LIv=_ LOAD VALUES ABOVE .............4ALL C_^.P,==L1LLY CON51DER (L C\) ONTRA. T. 01.R­:::5� 73 r I 5L;57.RAG TED FROM UPLIFT C41-CULA71ON5 ,:0, AD5 ON FRO-0-F INCLUC)iNC- =t,17 NOT ...... 0.5 '-LE Q=TERE11NE Al I E SFAN LL .......... ............. <1 7ED LOADS WWI,�;,-J I"_' ... ......... q Kit N TI-4!5 ADD, N L .............................. tl SHALL 5E PIR C FD E R L Y n,,N Y Z E C) 01 T =NnIN _j F LL AL J N o o o o F4N E A) C;i0 R ER 5 5 LIz%L L W :3 .4 OOF 4 CONTINUOUS. o , ND WALL r E�16_ EF5 FROOF PANEL 5F=AN DESCRIPTION: CAULKING o o IDEFT1­4 t��.r z 1) - TYPE 3,003-Im-115-1 4LUMINU1'1 G I N6 5, o oo, M'q4 .:.:E'C) USING o0 0 o ..... ..... -518 CARPENTER SR4ND EF5. A[)L4ER,=_ TO o • FACINGS ITN 45"LAND Cl�­IEMICAL 2020D ISO INTEIRLOC<ING CIRO55 SECTION R FA N E LPA -f- -ABRICATION TO BE BY IT PANEL PRODUCTS 4' MAX WIDTH INTERLOCXINC NEL .3. F Tq :Us W IN ACCORDANCE WI APPROVED F,4BFIC4TION "/FT i-IIN 5LOFE) DEFTL4 -------- o o -xm Innovation' o Bull din SEAL AFFIXED WERETO VALI[),4T;=5 C)=5IC-_N o o o a .. ........ ::.:-X,:-- P SPAN C_�­IA,,RT VALUES AS 51-40LUN ONLY. USE OF Tl­415 o Ivil S. ELITE o o o o .. SPECIFICATION BY ELITE, et al. INDEMN(FIFS AND 54VES ...... Products HARMLESS T!415 ENGINEER FOR ALL C05T5 AND E)4�­IAGES Panel INCLUDING LEGAL FEES AND APPELLATE FEES RESULTING CLEAR SPAN (L) INSIDE TO INSIDE FROM M4TE,:RIAL F,4E3fRlCATlCN, 5YSTEM EFRECTION, 4NDREVISIONS .024* OR .032* TOP CONSTRUCTION PRACTICES 5EYONL) Tim-1.4T WI­41C�4 15 ,�Tl N "AX, 25% 2'. x A BOTTOM F,4C;[N(--i5 CALLED FOR BY LOCAL, 5T4TE, AND CODES 3o OF PANEL 5<YL:Gwr OPEN AND FROM DEVIATIONS OF TIm-115 DETAIL. REFER TO 4[D[)1T1ON4!_ ENGINEERING SHEETS ADD T�4< 0= �e,) EXCEPT AS EXPRESSLY F�ROVIDED IN TLm!I5 DETAIL, NO C--NDUIT F_.1. W,4LL FOR 5uF-PCRT 2' x 3* CE.RTIFICATI0,N5 OFR AF=I;Rr-,4TI0N5 ARE INTENDED. 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