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HomeMy WebLinkAbout1286 MAIN STREET (COTUIT) - Health 1286 Main S$O- - ; A= 033-003-002 TOWN OF BARNSTABLE LOCATION VJ t1 A 04— SEWAGE# VILLAGE ct o ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. A 57 771- SEPTIC TANK CAPACITY ]ti (�id �,•�� 1 � LEACHING FACILITY.(type) (size) 4&5.9,tL NO.OF BEDROOMS OWNER OL- 1 Z4-V-- -4,"L o`er PERMIT DATE: "'j•4,1-1 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY y 1 �/ 1�� _� ��� o -- o l No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:n Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 21pphCation for Misposal 6pstPm. Construction J)Prmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 5/- Coalr Owner's Name Adcjress,and Tel No. Assessor's Map/Parcel 0:3 j 003'ObA S 7,—,V >rt !7- A-44 02- Installer's Name,Address and Tel.No. Designer's Name Address,and Tel.No. A AA&LU Type of Building: Dwelling No.of Bedrooms WA Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applica e) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Co nd of to place the system in operation until a Certificate of Compliance has been issued by this Board of He Signed — Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. C2 O U Date Issued 2 IN, Fee THE'COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes �J 2ppfication for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Coat l- Owner's Name,Address,and Te No. Assessor's Map/Parcel Q 3 j— 003-ODA 4- 721~lfl-t I CpZVIT 'ClIf 02Ei2js'lY; r- v Installer's Name Address;and Tel No, Designer's Name Address and Tel.No. ot+1 ��S� -r 77l-9399 y� nl2i s � /G6 AA •AA4 LU 4 Type of Building; k Dwelling No.of Bedrooms WIA— Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) i Other Fixtures / 4 Design Flow(min.required) gpd Design flow provided'" ( _ :gpd Plan Date Number of sheets Revision Date f Title P Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicab e) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system.in i accordance with the provisions of Title 5 of the Environmental Co e- d t to place the system in operation until a Certificate of _ . Compliance has been issued by this Board of He h. / Signed, Date Application Approved by _ Date l Application Disapproved by r Date for the following reasons Permit No. 0 1 U date Issued ------------------------------------------= ------------------------=---------_------------------------------ ------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS #� (Certificate of compliance' Tf&tl�S TO CERTIFY,that the On-site Sewage-Disposal system Constructed(* ) Repaired( ) Upgraded( ) Abandoned( ),by J 3 f at /_2�(p /1,��¢j�/ Q2; 7 r XeL ,f has been constructed in accordance with the provisions of Title 5 and the for D�System Construction Permit No.0014" dated Installer' Designer #bedrooms /" Approved design flow gpd j The issuance of this permit shall not be construed as a guarantee that the system will fjmction as desi e . Date b 162— �I Inspector ! 1 v No. 2 01 L f—,�-`I 0 Fee �y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at /2�'lo /(,l�i�✓ ST C'OTU/T. �(LH` and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date — - Approved by a Commonwealth t Massachusetts i Title 5 Official Inspection Form. Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1286 Main Street Property Address Virginia V. Bush Trust owner Owner's Name information is required for Cotuit MA 02635 July 2, 2012 every page. Cityfrown State Zip Code Date of Inspection Inspection results must be submitted on this form, Inspection forms may not be altered In any way. Please see completeness checklist at the end of the form. Important:When onfillingthe out A. General Information forms on the computer,use 1, Inspector: V only the lab key to move your Patrick M.O'Connell cursor-do not Name of Inspector use the return trey. Septic Inspection Services Co. Company Name r� 189 Cammett Road IL R Company Address Marston 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.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 16.340 of Title 5(310 CMR 16.000).The system: ® Passes jiw;❑ Conditionally Passes ❑ Falls t "A+J• ❑ Needs Further Evaluation by the Local Approving Authority , z `�. July 2, 2012 Job# 12- 12 ' Ins ctor's Sig hat Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. ""This report only describes conditions at the time of Inspection and under the conditions of use at that time.This inspection does not address how the system will perform In the future under the same or different conditions of use. t5ins r 1flo Titte 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth Aassachusetts ► u. Title 5 Official Inspection Fort Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 9 p Y rY 1286 Main Street Property Address Virginia V. Bush Trust Owner Owner's Name equir ettonis r d for Y Cotuit MA 02635 Jul 2 2012 require every page. Citytrown State Zip Code Date of inspection B. Certification (cunt.) 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 was not in need of pumping at time of inspection,leaching pit was empty with no evidence of surcharge. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Check the box for"yes","no"or"not determined"(Y, N, ND)for the following statements. If"not determined,"please explain. The septic tank is metal and over 20 years old"or the septic tank(whether metal or not)is , structurally unsound, exhibits substantial infiltration orexfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. "A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance Indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): t5ins•111110 We 5 Ofridal Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 S Commonwealth t Aassachusetts Title 5 Official Inspection Form S Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1286 Main Street Property Address Virginia V. Bush Trust Owner Owner's Name information is Cotuit MA 02635 Jul 2 2012 required for y every page. Cityrrown State Zip Code Date of inspection B. Certification (cons.) B) System Conditionally Passes(cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ NO(Explain below): [❑ obstruction is removed ❑ Y ❑ N ❑- NO(Explain below): ❑ distribution box Is leveled or replaced ❑ Y ❑ N ❑ NO(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection If(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ NO(Explain below): ❑ obstruction is removed ❑ Y , ❑ N ❑ NO(Explain below): C) Further Evaluation Is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning In a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy Is within 50 feet of a bordering vegetated wetland or a salt marsh tsins t 1flo Thlo 6 Official inspection Fome Subsurface Sewage Disposal System Page 3 of 17 t. Commonwealth ( Aassachusetts E Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1286 Main Street Property Address Virginia V. Bush Trust Owner Owner's Name Informrequired Is Cotuit MA 02635 Jul 2,2012 required for Y every page. city/rown State Zip Code Date of Inspection B. Certification (cont.) 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 tfibutary to a surface water supply. ❑ The system has a septic tank'and SAS and the SAS is within a Zone 1 of a public water supply. ❑ < The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: This system passes if the well water analysis, performed at a DEP certified laboratory,for 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 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 ElBackup 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 151ns•11110 We 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 0117 Commonwealth ( Aassachusetts { Or Title 5 Official Inspection Form i Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1286 Main Street Property Address Virginia V. Bush Trust Owner Owner's Name Information is Cotuit MA 02635 July 2 2012 required for y every page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS,cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. (This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen Is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this forma ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems,you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ El the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area--IWPA)or a mapped Zone 11 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. Wns•11110 Tilte 5 Orriciat Inspection form:Subsurface Sewage Disposal System•Page 6 d 17 Commonwealth 4 Aassachusetts s Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1286 Main Street Property Address Virginia V. Bush Trust Owner Owners Name Information is Cotuit MA 02635 Jul 2 2012 iequired for Y every page. City/rown State Zip Code Date of Inspection C. Checklist Check if the following have been done.You must indicate"yes"or"Was to each of the following: Yes No ❑ ® Pumping information was provided by the owner,occupant,or Board of Health ❑ Were an of the system components pumped out in the previous ® u two weeks? Y Y A P P p ❑ ® Has the system received normal flows in the previous two week period? Y P w p d. ❑ ® 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 NIA) ® ❑ Was the facility or dwelling inspected for sigris of,sewage back up? ® ❑ Was the site inspected for signs of break oul? 2 M ❑ Were all system components,excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank. inspected for the condition of the baffles or tees, material of construction, dimensions,depth of liquid,depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on:. ® ❑ Existing information. For example,a plan at the Board of Health. ® ❑ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance Is unacceptable)(310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design). 5 Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 550 ' 151ns 11110 Tale 5 Official Inspection Form:Subsudace Sewage Disposal System Pape 6 of 17 Commonwealth{ ,Massachusetts Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1286 Main Street Property Address Virginia V. Bush Trust owner Owner's Name information is required for Cotuit MA 02635 July 2,2012 every page. City/Town State Zip Code Date of Inspection D. System Information Description: 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 years usage(gpd)): NIA irrigation Detail: system. Sump pump? ❑ Yes ® No i Last date of occupancy.' Unknown. ti Date Commerciallindustrial 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: 15ins 11110 Tile 5 Official Inspection Form:Subsudece sewage Maposal System•page 7 of 17 f Commonwealth ( Aassachusetts i Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ry 1286 Main Street Property Address Virginia V. Bush Trust Owner Owner's Name Informrequired ion Is Cotult MA 02635 Jul 2 2012 required for y every page. City/Town Slate Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Unknown Was system pumped as part of the inspection? ❑ Yes ® No If yes,volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank,distribution box,soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system(yes or no)(if yes,attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. h ❑ Other(describe): !Sins•I I110 Title 5 0friclat Inspection form:Subsurface Sewage Disposal System•Page 8 or f7 Commonwealth ( Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1286 Main Street Property Address Virginia V. Bush Trust Owner Owner's Name information is y Cotuit MA 02635 Jul 2 2012 required for , every page. Cityffown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components,date installed(if known)and source of information: System#2 Installed: 11/7/94 age of System#1 is unknown Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): ' Depth below grade: 1 feet Material of construction: ❑cast iron ®40,PVCk ru:: ❑other(explain): � „,., � .. Eu.n,,.�{� -x. '�,,.,._. �[ ,. ,, P f.'9*n' •4.;, .. y, .E .pr�,e��i.,.s,�,t,(....,te.- Distance from private water supply well or suction line: feet Comments(on condition of joints, venting;evidence of leakage,etc.):` 1 , Septic Tank(locate on site plan): Depth below grade: 2'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} Q Yes ❑ No ..,fi Dimensions: One 1000 gal&one 1500 gal. Sludge depth: 0 i ti t5ins•11ito Title 5 Official Inspection form:SubsuAace Sewage Disposal System Page 9 of 17 t*r 10/12/13 Official Website of The Town of Barnstable-Property Loolvp W.Barnstable FD Residential Department of Revenue Exemptions Parcel Consolidation Questions about values Town Tax Rates-FY13 Town Land Use Codes .r. Helpful Maps All Town Maps Flood Insurance Maps Property Maps Contact Director of Assessing Jeffrey Rudaak P 508-8624022 F 508-862-4722 8:30a.m.to 4:30p.m. Related Boards Board of Assessors TOWN PROPERTY I^DATABASE �n❑ IS MAPS Owned and Operated by The Town of Barnstable-Information Technology Home I Departments&Services I Boards&Committees I Residents&Visitors I Doing Business Town Calendar I Phone Directoryl Employment I Email Town Hall www.tom.barnstabl e.ma.us/assessi ng/propertydisplayscreen13.asp?ap=0&searchparcel=055014&searchtype=address&mappar=&ownname=&streetno=15&str... 3/3 Commonwealth( Massachusetts i Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1286 Main Street Property Address Virginia V. Bush Trust Owner Owner's Name information is Cotuit MA 02635 Jul 2, 2012 required for y every page. City/town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle Scum thickness 0" Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? 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.): Liquid level was found at bottom of outlet inverts and tees were intact. Both tanks had liquid only. 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 1 Date of last pumping: Date t5ins•11/10 Title 5 Official Inspedion Form:Subsurface Sewage Disposal System•Page 10 of 17 I Commonwealth G Aassachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1286 Main Street Property Address Virginia V. Bush Trust Owner Owners Name Information is CotUlt required for MA 02635 July 2, 2012 every page. Cilylrown State Zip Code Date of Inspection D. System Information (cons.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): i i 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): 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 15ias•4 tho Tale 5 Orficiai inspection Form:Subsurface Sewage Disposal System Page t i of 17 commonwealth' Massachusetts t Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1286 Main Street Property Address Virginia V. Bush Trust Owner Owners Name information is Cotuit required for MA 02635 July 2, 2012 every page. Cilyrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert 0" 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. II Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.): Soil Absorption System (SAS)(locate on site plan, excavation not required): If SAS not located, explain why: t5ins-11r10 Title 5 Offidal fnspedion Form:Subsurface Sewage Disposal system 4 page 12 of 17 i Commonwealth t Massachusetts � Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments w r 1286 Main Street Property Address Vir inia V. Bush Trust 9 Owner Owner's Name information Is y Cotuit MA 02635 July 2 2012 required for , every page. Citylrown State Zip Code Dale of Inspection D. System Information (cant.) Type: ® leaching pits number: Two 46 pits. ❑ 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.): Pits were empty at time of inspection with no signs of surcharge. 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 15ins-11110 Title 5 Official Inspection form:Subsurface Sewage Disposal System Page 13 of 17 Commonwealth ( .Massachusetts i Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments v t 1286 Main Street Property Address Virginia V. Bush Trust Owner Owners Name information is COtUIt required for MA 02635 July 2, 2012 every page. Cily/rown State Zip Code Date of inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Lwns I MO Title 5 Official Ins pact'ton form:Subsurface Sewage Disp osal posal System•Pap 14 of 17 r Commonwealth ( Massachusetts v_ Title 5 official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 1286 Main Street Property Address Vir inia V. Bush Trust Owner Owner's Name information is required for Cotuit _ MA_ 02635 July 2, 2012 every page. Cdy/Town Stale Zip Code Date of Inspection D. System Information {cunt.} Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separatelv r / r r ♦ / / / J r r r J J / / J J / J / / r r r r r ♦ / r r ♦ ♦ ! r r J r r r ♦ r r J J \!\/\%I/\I\J\/\Ir/\/\/rJ\%%%� i/\ \/\/ �\ \ ♦ \J\;'\/\'\r\r\Jrr\/rr\/\ / ♦ r r / / J / r J / / J / r J r r / r J r r ♦ / J r / Jrr r r ♦ r / / rrr / / r r / / J r / ♦ J / J. r / ♦ rrr / r / ♦ r r r / J / / / J r / J r / / / ♦ / J ♦ / r r r ♦ / r / / r r / / / r / ♦ J / / / r / J r / r r r r J r ♦ ♦ r r r / / / r ♦ r r / r r ♦ J r rr\i♦\♦\♦r♦rr\♦rrr/\/\rrJ\J\rrrrJr/\♦\r\r\!\/\i J, \!\r\r\♦\ \♦\r\�\�\J\�nr\J\�rr\J\rr�\♦r�\/\ ♦ \ \ \ri\♦\♦\♦\!\!\♦\/i\/\/rr\/\/\i i r\rrr\ \/i\♦\!\r\♦\r\♦r/rr�♦;r;r;/�\♦\/\i Jrr\ 19 28 2 4 41 36 Main St. 57 62 I t Commonwealths ,Massachusetts i. Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ' 1286 Main Street Property Address Virginia V. Bush Trust Owner Owner's Name information is Cotult required for MA 02635 July 2, 2012 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cant.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high 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: Topo map shows property above el. 30 and water is at el. 0. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins 11r10 Title 5 Official InspeUlon Form!Subsurface Sewage 01sposal System•page 16 of 17 r Commonwealth ( Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1286 Main Street Property Address Virginia V. Bush Trust Owner Owners Name information is Cotuit required for MA 02635 July 2, 2012 every page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary:A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file 15ins•11110 Title 5 Official Inspection Form:Subsudece Sewage Disposal System Page 17 of 17 ,. TOWN OF BARNSTABLE LOCATION 1:�g(A Mj; j 07 SEWAGE VILLAGE C674'IoVr ASSESSOR'S MAP Cz LOT6$3-0.`�" INSTALLER'S NAME fa PHONE NO. GFRrzY L.ABu-TE ic- SEPTIC TANK CAPACITY PRO &A L of LEACHING FACILITY:(type) L",- 21--H2o (size) Kpo G A L NO. OF BEDROOMS l - d PUBLIC WATER BUILDER OR OWNER V;2,r'ati V, J51A S H- DATE PERMIT ISSUED: !0 g DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No G R� CL z� s�• 62 Ga �• P. mad. 00 t � No----- Fzcs........ . ...... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH 1 ­we,�A----------- , Appliratiou fur Dt iposal ,arks C omlrurftott Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: t� � � � ....i - ' ................................................... -......... •-- .... . Local o ress No N"j ` ` r_ �'�C. -.\)�..�.�.���,_.... ---•--..... ------'�� r...-----------------------�-` �--------------...---... O Address �1 ..�, � !'�-- ......... .................................................................................................. Installer Address d Type of Building Size Lot__�..C--_ ..Sq. feet V Dwelling—No. of Bedrooms______________________________ __ Expansion Attic (( Garbage Grinder (✓) --.---•- 'k Other—T e of Building No. of persons............................ Showers — Cafeteria a' Other fixtures .-.----••-•----------------------- W Design Flow.....LLL'`__ � ............gallons per person per day. Total daily flow......... �57.......................gallons. WSeptic Tank—Liquid capacity $ �.gallons Length � ._ Width.5 ._... Diameter-', ------_- Depth_ - .__. x Disposal Trench—No. .................... IAidth.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-------............. Diameter...0.(......... Depth below inlet.._�!.'S........ Total leaching area.. ....sq. ft. z Other Distribution box (', ) Dosing ank 09 '~ Percolation Test Results Performed by..._� ...�4 i E.A.UC>.............. Date........................................ Test Pit No. 1.4 z_...._.minutes per inch Depth of Test Pit... . .......... Depth to ground water-,ALs a. ' ,Ct (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P1 --------------------------•----•-----•-----•--•--•--•--.----• •-------•------------•-••••--•--••-----------------•----•--•----_.. •-•- ................. O Description of Soil....a"t_. !L .C� CUi.i, -'. _.__'<<-4.. ^_� ...----P� -� � c- p-A30 x �-. ............................. c o r e v------------------------------------------------------------------------------------------------ VNature 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 TITLE 5 of the State Environmental Code—T undersigned further agrees not to place the system in operation until a Certificate of Compliance been i by t d of health. Signed -- -- .......... -------------- ---'--- --------........... . -------------------- Dme Application Approved By ---------- . . ..----t ,�:� - .............. - .... ..........7- .--�---Iq �J ]>ate Application Disapproved for the following reasons- -------------------------------- --- - ------------------------------------------------------------------ -- -- -- --- ------ ---------------------- - --- --- --------------------------- --- ----------------------------------------------------------------------- -------- -- ---------------------------------- ------ ----------------------- Permit No. ........TY--:--..,�. ��' Issued....................... ........................ Date......................... ce .... t � 33 No................_....... FEB........................... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH G�. ( �..�. . ---......OF.....t r � 1)� _ 1 1 t-. ...... ..................................... ApplirFatiun for Disposal Works Tonstrurtiun rrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Systemat: Location->Address _ / .. or L, No.............................................. • c Jt''V+�` f - Ow er, Address W -------.-.-'- t�t ter= f c.( Installer Address dType of Building t Size Lot_...........__% . .....Sq. feet U Dwelling—No. of Bedrooms_______ ___________________________________Expansion Attic wvx Garbage Grinder Other—T e of Building No. of ersons____________________________ Showers a YP g ---------------------------• P ( ---)--- Cafeteria-(-----)- dOther fixtures •------••-----------•--•--•••-•---•-----------------••.-•---•--------------------------------••---••-••--•----- Design Flow____�_:_ __ '_ _'� ?_.` ..............gallons per person per day. Total daily flow_______.; ` gal W ----------------•---� Ions. WSeptic Tank—Liquid capacity_`._!i� _gallons Length_.!�__ __. Width_._". ----- Diameter_-!?_________ Depth__-_,`�..__. x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-------_____________ Diameter___* .......... Depth below inlet__S_<__.._..__. Total leaching area__ 8 A.___sq. ft. Z Other Distribution box (K Dosing tank (I t) Percolation Test Results Performed by............... `..` ........ _______________ Date........................................ /_{ p P 1 p ground 14 N T a�) Test Pit No. L_____ _______mmutes per inch Depth of Test Pit______._______._____ Depth to ound water____..__..._-_ .....J:ti�r_� �To Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.............___________ P4 •---••••---•---------------- ------•--•--•---•--•-----•----•--....---•---------.._..._......_---------•--._._....._......_..••------- 0 Description of Soil.... t-t- f ? t_� .,v � U _...... ------------------••-•_------= ---------- - -- 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 TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the+o6rd of health. r Signed .,.�-� .. - r '--- -=-------------- ..--....->� ........... Date _...._...----' ApplicationApproved By ............................................. .. . .... ........................................................... ..... . .. ........................................ Dare Application Disapproved for the following reasons- ------ -------- ------------------------------------------------------------------------.....................----------------- ........................................................................................................... ....__........................................................................_..... ........................................ Date PermitNo. ------- --- ---------'-- ---- ---- --...._................._ Issued -- ------.-- -- -- --....__......._..... . ---...-- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - l �! ..+ .............. of . . ��: ..s..�.....� L..�....................... . QPr#ifictt#P of C�untpliance THIS IS TO CErY,TI That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) �r�__j :..,. ------ -----------------------...........---...-----------------...............---...------------------------------------------....------------------------------------------------------ at 'C' (, I k .t 1) � CTIInstaller. ......--- . , ..-- -- -- -- -- _� . . ---A---------.............-.....................................................................---------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ................................................ dated __......._._.__...____.___._.....__------..._..- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRU AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............. L..." 7�-........ .....- - Inspec r THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .........:.......:.......................................... No......................... ...................... FEE........................ Disposal u ku unutrurtiun i an t Permission is hereby granted........... •-•---•----------•-----------•-•-------•--•----••-••-----•••-••.............•-•-•---•---•...... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System 9 e _V — Street / �f as shown on the application for Disposal Works Construction Permit No-----;�_____________ Dated______1 ."a ,.la._-'/_.4 f Board of Health DATE-----------------10.. )� ........i...:/�......................... FORM 1255 HOBBS & WARREN. INC., PUBLISHERS L,O C A T40N r SEWAGE PERMIT NO. /�6� �;�/ d -�- — VILLAGE I N S T A LLER'S NAME i ADDRESS 0 UILDEIII OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED g'� Z .1 ' , l�� a �►� , .q� _ �� � f 4. ..................... 0 03 -Qd� THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH .........................................OF.-...-.......-..--.........-------.....-.------------------......................-......__ ApplirFa#iou for Bi"oii ai Vorkg Tonotrartinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: / 6 /1!�, r�✓....:� _6--0--ru i ..................3 3 - .3 Z- • ............_ _.----• - ...........................................•----•---••-• Location-Address /� or Lot No. 2 ......-x•�/IA.-`'--.• •-A.........D F.p.................. 4- K f------.............................................. W F f Owner Address ............................ � �.staller Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms___________________________________________Expansion Attic ( ) Garbage Grinder ( ) `4 Other—T e of Building No. of persons____________________________ Showers' — Cafeteria P4 Other fixtures -------------------------------- - W Design Flow............................................gallons per person per day.-Total daily flow............................................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 by__________________________________________________________________________ Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ r-T Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 -------------•----•---------------------------•-------------------------..._.........•--------•---••.........................................................0 Description of Soil........................................................................................................................................................................ V ---•-------------------••-•---------------•--------------------------------------•---------------------...-------- ----•-------•----•----------------------�--•-�............................ Z ---------------------------------------------------------------------•-----------------•-------------------------------------Gc. :------- ------- ---------------.e--�------9�----------•-•---- UNature of Repairs or Alterations—Answer when applicable._________A-0-P..............L------4c H------ee_?.,----. -------- ---- ---------------•------------------------------------------••---•-•••--------------..........-•----------••------------------=-------------------------------•------------------•--..................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 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•--'_.��------------------•--••-•------•------------------- -•- �. Date Application Approved By....... ..eA.... ...................................... ....... = 6- Date Application Disapproved for the following reasons----------------------------••--•----•---------------------------------------•--•---------------•---------....._ ............................-..........................................................................................................................................................--••------------ Date PermitNo......................................................... Issued........................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................... ..............._..OF.......................................---------------•------....--•--------.._........... Allp tration for DhiposFal Vorkg Tongtratrtioat Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: -- _ MAIN....17.............co.re fr'................................11. ...3 -------------------------------- Location-Address or Lot No. .........- 1.4� !_!'!�!.�.......... -_------------ ---------•- .� --. .E'44../.. .s..................................................... Owner Address a ...............................�_ us. .....-•-•---------•-•--....---•-•-------- ---••.........................•---•-••---......---•••- Installer Address PQ d Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) p-1 Other fixtures --------------•---------------------------------------.-••----•-•-••--••--•--- --------•------------ ---------------------------- w Design Flow............................................gallons per person per day. Total daily flow............................................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 ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ `Fi, Test Pit No. 2.......:.......minutes per inch Depth of Test Pit.................... Depth to ground water........................ Gr 0 Description of Soil........................................................................................................................................................................ x U ....................... ...•-•..............••••----••-•••-•--••-••••-•••••--•-••--•••----•.....•••--•-••-•••----------•-••••----•---•-••-•••-----•••---•-•••••-•-•-••••--•--••---•-......-•-••-------••- w UNature of Repairs or Alterations—Answer when applicable----------40-0............A_ 4 ir-----------!�Y.t.................... ----.....- •••••--•---•--•-••-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITS 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 g by the board of health. Signed....... 4 1--- .................................................... •--. .'p i- Application Approved By•-•-% -- i-..?A---�� ,d� .....--- ------e=/a+a Date Application Disapproved for the following reasons:-----•--------••-----------•---------------------------------------------------•......••-•-=......--....--••-- ---•----••----------•---------------------------------------------•---------------.....---•---------•---•-••-••---•--•-••--•••••-•••••-•••-••--•••••--•-------•--•-••-•-•--••-••---••--•••••......•_... Date PermitNo......................................................... Issued..................................--------------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... TrrtgfirFatr of ToutpliFaatre THIS ISJO. ERTJ.E7. That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by------------------ .......... y.---•----•--...................------------•--------------•----•----•-----------•-----------------•---•-•------•-----•---------•---------•-. p r Instal has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code�as--described in the application for Disposal Works Construction Permit No----- ' :__-�l a+_ ........... dated_--..-r_'.__ THE ISSUANCP OF THIS CERTIFICATE SHALL NOT BE CONSTRUE 5-A GUARANTEE THAT THE SYSTEM WI F CTION SATISFACTORY. DATE.... .f ...Y.............. ---------------------------------------- Inspector...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...... ..........................OF..................................................................................... FEE..., ..--/� No..�_9'_Y�✓..t�'-- ...... •--...,,....... Uhiposaal IV V Permission is hereby granted-------••-- •••• ---------------------------------••-----------•---------------•--.---.-•----------..--------------•--- to Construct ( ) or Repair ( ) an Individual Sewage Disposal ystem 40 atNo.............. � &.4......` ..- "A. .......... --........ -------------------------•------------------------•---•---------.................. Street as shown on the application for Disposal Works Construction Permit No..................... Dated............. ..._........ ._...... _._------ 0 9, ` �, �� • Boar of Health DATE ----- --- -----• ---------......._....... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS z d og s e a 0- yo JYS� �a f,`4 � EkISTlNG V rV/`Jt�l J\�a No�D'vea6, pAOPpSo2a�C A00/7-/pN i IV @� d/NDgiRa? C�CRR S? ISEl— �'NO �f44��yrCON B' S99E SU ®u�xneuvEDEkw\T�NG Sqs NrE�� n 1 uyE ' l •l i1 l! use lL fU ,,ONn�rviroG /! Iq paD9 w FroRDsea morq tS�wER SAS .Co SA ORS� g SEMENT g /ra" Ntw°°GnFno 0 .g exMrg CRAWL SPACE m • iu c WILD UP EXISTING FLOOR TO HE FLUSH WTI EXIST.FINISHED FLOORS fX1gr 2 \ • i E ON EACH SIDE OF OONNECTOR(me®cMm S7) GO F -iOOUNOA G ; F O •. \ / FAD e e S>S-OvON WALLg ry ro Rf A+qr O •/ eoK 4,5,� V •`, O e S42E TO EYlST ! CH 9IZ O 4 z.e ..H f oEc°Koreysr ! 4 o I n I NaD 3 �k / P.T. _ exlatln8 P l �re:,,eh I O'DIA.CONCRETE 50NOTU5F5 ! ON 24"DIA.LNG FOOT'CONC.FOOTING Q—�_ ! W ATTACH P.T.(2)2Z TO BONOTUBES WITH ABU4 POST BASE — _Q `Q ! u BTWN IXISTING ON WINDOWS,ON PROP.FRONT DOOR � _ ,! F "DE AROUND NEW FOUNDATION WALL PEWMETER: W -c J 5/8'GALVDANCHOR BOLTSQMAx. 'OL,Cl12-FROM PLATES.END OFUSES".rS"a A.PLATE WASHERS Vill BLT EM5ENTMENTMIN.T'PROP.ADDITION mul O a 09 It Z 'o m O lz a Q FOUNDATION PLAN o z ------- DEMOLITION ' E45TING WAILS (Ito C4 ILL rf NEW WALLS a 0 ' a F c+ . DATE: 02/21/2014 SCALE: AS NOTED DRAWING M Al - 5 m� z F- I ) � FBE7DROOM#2 q -I/ I `r LIVING ROOM \ j EkIST/N0 NOus� ' A PROPpaED qD BEDROOM#1 CAP nsnNG a'K1H RsSlyo r. DlTIpN /I -- K1TCHlly � u I I AeT ® aw PATIO proposed ' & �MOF�rPa DH�N ASE'E-STIN W1NDows �`- D//y/IyG BATH KITCHEN CE-1L New 5 5TI Nr W NDows S2 _ CENRR BTWN.EXI STING ! -1� / WINDOWOPENI NGS ppr��,T,��� AeW use FELLA PROLwe 5'-I O" �`, ! IN - retd9. ® R.o.le sa• of aa• \ " enlarged Orpic- 7�-511 1!2 BATH J/ � —— I — — — <'E (2)Dh lHA`DO Q4(1 Rs --C AT _ Q —� COATS Q (V / \ NAZ O Z I O MOVE PX15T.DOORS O WINDOWS •rlN �ROp D„ 2 � t PTOpOSea TO NEW LOCATION AS SHOWN G ROOM i'ROP,,q�N� F \ `5 t FZWVee Reuse FOYER AUGNCENIERLINES ALIGN FLOORS ,/� EXIST.DH WINDOWS �__., o FAMILY ROOM ALIGN FLOORS IN PROP,ADDITION \\\ INSTALL E%15T.FRENCH DOORS Q FROM DINING ROOM HERE I VP Q •qOR MATCH gg�.y.��� SIG. a IS LAUNDRY \ CENTER IN MET.WINDOW FENINPrOpOSed I\ ! II \ COVERED PORCH OVER WDOD DECK LANDING I ——— P.T.Qx POSTS I I I I CASED M 1.s rruM SCR@EiyED/N PORCH J o r Z � g PROP.ADDITION wa 0 O_ R W it °e al a LL BUILD UP EXISTING FLLOR TO BE FLUSH NTH EXIST.FMl ED FLOORS ul INTERIOR DOOR/WINDOW SCHEDULE ON EACH SIDE OF CONNECTOR(m Axe.S2) a N fp KEY ROUGH OPENING W x H SIZE STYLE MATERIAL 1� 32"X 8 4 3" 2'-6"X6' " RIGHT HAND SWWG DOOR-6 PANEL SOLID CORE MASONITE PROPOSED m IL 02 32"X 83• 2'-6"X 64" LEFT HAND SWING DOOR-B PANEL SOLID CORE MASONITE FIRST FLOOR PLAN 3 67 X 83" 5'4r x 6'4" DOUBLE DOOR SOLID GORE MASONITE W O 38'x 83" 3'-V x 6'4" DW BLE DOOR SOLID CORE MASCNITE _—__ J DeMOJTION F O711/4x 841/4" 2'-6"X6'4" POCKET DOOR-S PANEL SOLID GORE MASONITE EXISTING WAU5 © 1121/2"x 841/4" (2)74"X6'-8" DOUBLE POCKET DOOR-I PANEL SOUDCORE MASON ITE NEWWALL5 DATE: 02/21/2014 L-^ SCALE: AS NOTED DRAWING#: A2 - 5 FX/ST/NO y0us Q E a gDDITIO N ftw 04504 , 4 awe I � / OOM rR4>•�ATy - l �11 'amass or;.""%6 w o av � /( / a seal EXISTING ROOF rchS17Si. 3�I/ I PROP. ROOF ftbl. ` ° q 0 PROPOSED ADDITION W J W W PROPOSED SECOND FLOOR PLAN USE PXIST.DH W NDOW EXISTING HOUSE ____ 1/4"=T-01. W ---_--_ -. --------------" MATCH P.PITCH _ �V TO E 15TING DEMOLIPON EE� E%ISTING WALLS Z t,{. WINDOW NDR.HT. NEW WALL5 - W ` Z sim UHF a JU MATCH<AUGN ALL NEW C O TRIM TO W5TING a V W YI O u- I SECOND FLOOR Q EXISTING HOUSE Z WINDOW HDR.HT. $ N O "FFECEDAK511INGlE5 a PXPOSURE TO MATCH U15TING U 15E EX15T.DH M)OW W UUMMrE FIRST FLOOR _ F- DATE: 02/21/2014 ,r extend use PXIST.eULKHEAO screened in porch SCALE: AS NOTED PROPOSED ADDITION _ PROPOSED I' RIGHT SIDE ELEVATION DRAWING#: A3 - 5 z PROPOSED ADDITION , IF O I � � — I o Mn-C`70 U 97vG e O RED CEDAR ROOF 5H INGlES TO MATCH EX15TING V G U _________________ _____________________________ - MATCH R PITCH O ----'-'""""--- --- -- _Q TO EXISTING MATCH 4 ALIGN ALL NEW W c 6 CEILING . _____________________ ____ TRIM TO EXISTING ________ ___ WINDOW MOR_HT. WNDOW HDR.M. EXISTING HOUSE m m U5E EXIST.OH WINDOW WHITE CEDAR SHINGLES ALIGN NEW 0 EX15T. 0 PXP05URE TO MATCH EXISTING ROOF RIDGE5 AND 5OFFITS KNEE WALL I a3 ON 1,8 RAKE DD. I�6 FRIEZE BD. SECOND FLOOR _ _ SECOND FLOOR WINDOWHDR.W. WINDOW HDR.HT. -- / \ NMITE CEDAR SHINGLP5 / \ I 0 EXP05URE TO MATCH EX15TING i3 EXISTING HOUSE U5E EX15T.OH WINDOW La I \ / IIkiTPIL EXIST.FRENCH DOORS ❑��a -- FROM DIWN6 ROOM HERE FIRST FLOOR FIRST FLOOR EXISTING HOUSE - Ix4 DECKING ON 2x8 P.T. P.T.F G P05T5 DECK J015T5@ IV O.C. CASED IN I%4TRIM W/I x DECK SKIRT,WOOD TO MATCH EXI5TING 5TEP TO GRADE SCREENED IN PORCH PROP,ADDITION PROPOSED FRONT ELEVATION Z va,•_�•_a, O —> W PROPOSED ADDITION INSTALL NEW CASEMENT WINDOW' w U5E PELIA-PKOUNC R.O.283l4'X 55 Y4'm. RED CEDAR ROOF 5NINGLE5 O - TO MATCH E45TING zi Lu EXISTING HOUSE O ____________________ _ WINDOW HDR.HT uj Q � w MATCH t ALIGN ALL NEW //,Y,, w TRIMTOEX15TING e t1 W w SECOND FLOOR � Q fp WINDOW HDR,W, _ 411 11 Q 18L I wHlre CEDAR snINGLes [E Ell F7 I III a J a ct EXPOSURE TO MATCH EXISTING III _— ILJJ- wm � w REMOVE EXI5TING U5E EX15T.DH'MNDOW CASEMENT WINDOWLLI H U FIRST FLOOR EXISTING HOUSE H Use EX15T.DULKHEAo MOVE EXIST.TI OR5 a 1-10" U 5T.REMOVED a Reuse DATE: 02/21/2014 TO NEW LOCATION A55MOWN EXIST.DH WINDOW r IN PROP.ADDITION SCALE: AS NOTED PROPOSED REAR ELEVATION DRAWING#: A4 - 5 PROPOSED ADDITION • 24 LA:ON LEDGER l N Zk10 R/M�, COSTING ROOF a CEILING ROOF.2ze5 a 16.O.C. 2vI 10 RIDGE W. { ceILING-2z65@ IG'O.C. II II /j R3C�16'0.C• � 02z8 AROUND `gam WNOOW/DOOR MDR.W.existing U15TING WALLS 1 0 proposed oQ e FOYER �¢a USE MST.FRENCH DOOR AAA cue Y� q Iz4 DECKING ON P.T.2.B BUILDUP EXISTING FLOOR TO BE j DECK JOISTS 16'O.C. FLU H WITH MST.FINISHED FLOORS oo ON EACH 510E OF CONNECTOR (� m FIRST FLOOR m_etch..In house I—side) 511E DETERMINE 51ZE OF 2.5 ON 2z4 5LEEFER-5 // L"' � S2 (----------- 1 ¢ d R.T.(A 2R ' L R tJ // L) — . emsnNG FLOOR. =I' _ = FX/ p E D• � l Q _ FOUNDATION WALLS llm �P I $T I D'DIA.CONCRETE SONOTUBE5 P'.T.2z NAILER I JJ ON 24'DIA.'BIG FOOT'CONC.FOOTING -11 f——————————J S R ATTACH P.T.(2)2.8 TO 50NMOES G O WITH ABU44 POST BASE l l RE�AI/y T6 2 EXISTING ROOF TO REMAIN / Q EXISTING / / h/ Q u S2 SECTION @ FOYER/CONNECTOR 45 va=ro" ---- ---- . ---- ---------- _ `oe'ID �sn melt / NEW 2X3 ROOF RAFTERS • "�Q J 16"O.C.at front entry root ROOF FRAMING PLAN o 114'=T-0" EXISTING ROOF >L>0 NEW ROOF W o_ ROOF RIDGE: - SIMPSON L5TA IB STRAPS EVERY RAFTER 2,105 16.O.C. 1314'z 1 1 7/6'LVL RIDGE BD. `S1 2zB5 @ 16'O.C. MATCH ALL 2ND FLOOR/ROOF 51MP50N H 2.5 FRAMING SIZES.PITCHES,15GM5 HURRICANE CUPS `/O/$T TO Em5TING STRUCTURE 0 EA.RAFTER `s�r�D•C• WINDOW H_DR.HT.match e,W. 1 I INSTALL NEW CASEMENT WINDOWS ' p I t USE PELLA PROUNE BATH )) m asss )t R.O.2e Se'z 53 9!e•ee. t a I TO BEDRM ) z SECOND FLOOR match exist. 2x BLOCKS TO CREATE ' I�I++ SOFFIT W/Iz FASCIA V MATCH SIZE O SHAPE TO EXISTING ' ^g -- 2z6 EXTER.STUD WALL5 W/ �-"NFB h / Ly WINDOW HDR.HT.match exist. P IN5UTATION R I S,12'PLYWD. �K�"��L''KKCC / uj -� SIIEATHING.HEXPO LIRE TO W.C. / OREw.._ �OpR Q 0 5HEATKININGUES EXPOSURE TO W.C. EXIST. _•"�A/ V 0 Z USE EXIST.D11 WINDOW proposed USE EXIST.DH WINDOW OFFICE {L p Q 314'TOG PLW. D.5UBFLOOR ON 9 1/2'AU015T 15T F.R.J5T5 01 G'O.C. a DTOING R ALIGN WITH EXISTING FLOOR Q ; ~ u- FIRST FLOOR match exist. P.T. SILL. -W/B/B'ANCHOR 01 Q fO F N - BOLTSS 5 MAX. O.L.• ANC FROM W ENO OF PLATES.USE 3'13'x1/4'PLATE /1/ mmww WASHERS,BOLT EMBENTMENT MIN.]' O TT7 7T Q _ :M-1 LL — — J.lrrt A. �R9 2 O rz R rX11 _ ioao sr. $ a 6 eJ W proposed New a THICK ` _ _ � p�e�Bnc W N y2 N r FULL BASEMENT CONCRETE FOUNDATION WALLON 8NIC' /"t'1iOry 4M p?o m CONTINUOUS CONCRETE FOOTING ooYY 51TE ADJUST HEIGHT OF WALL TO ALIGN NEW a EXIST.FLOOR JOIST AND BASEMENT FLOOR V 4'CONCRETE SLAB FLOORON 6 MIL POLY VAPOR W ULLJJ BARRIER OVER CLEAN COMPACTED GRANULAR BASE. J F 5'-O +/- eX� DATE: 02/21/2014 ,h A S1 TYPICAL CROSS SECTION SCALE: AS NOTED SECOND FLOOR FRAMING PLAN DRAWING#: EmsnNG WALLS NEW WALLS A5 - 5 6 7 cU-- �� - qqy 7Lf - 551 S2 B'THICKPWREDCONCRETEfWNDATIONWNl 31 3 ON 10,I G'CONTINUOUS CONC.FOOTING 3 BOTTOM TO BELOW FR05T UNE(4•MIN.) _ In — —— — — — — — — — — ✓ +l " __ 0 I� I. `r3 f �. �.. a o'h N I O'DIA.CONCRETE SONOTUBE5 TOI I I I rl t 1 f rti gyp ' �p I 20'DIA.'BIG FOOT'CONC.FOOTING ABU66 W/S/B•ANOIOR POST BASE I TO RECEIVE GI P.T.POSTS BOTTOMS TO BELOW FROST LINE WINDOW&EXTERIOR DOOR SCHEDULE I I I � 4+f �!! y KEY ROUGH OPENING W x H ITEM 8 STYLE MATERIAL 41"L 5:_y. iorNAL 253/4-%4'-113/4• 2059 FELLA MCIIRECT DOUBLE-HUNG WINDOW WHRE ALUMWUM CIAD •. W" m ��7-53/4'x 4'-53/4• 2953 FELLA MCHffECT DOUBIE+NNG WINDOW WH)TE ALUNwU61CLAD 1 4•THICK POURED CONCRETE SLAB fLOORui ^fVIA\ / WITH 6'.6'-10'+10'W.W.M.ON CLEAN N z z75 3/4-x T-11 3/4- 2947 FELLA ARCHRECT DOUBLEiIUNG WINDOW WMIE ALVMwUM CLAD N -- P.T.6+6 P05T5 I I ry COMPACTED GRANULAR BASE U u g O Z-6 3/4-x 2--1 3/4- 2925 PELLAARCNRECT CASEMENT WINDOW WHITE ALUMPxIM CLAD ___J ABOVE I.w I 3 PROVIDE CONTROL JOINTS - 0 /�//,I!I I , BEAM CENTER LANES O64Yx6--10- 7282 PELAARCHfIECTSUDINGFRENCHDOOR WHITE AWMINUMCAO L___J I I ' '� r I�•I O3'-23/8-x8'-11• 3D•x 6'B' ENRIY DOOR-0PANEL 91O•X 90" OVERHEAD GARAGE DOOR � ; r-1 DEPRESS WALL 12-®DOOR OPEMNG(IVPI 1 INTERIOR DOOR SCHEDULE N L ---� I L— — .— — — — — — — L KEY ROUGH OPENING W x H SIZE STYLE MATERIAL —F — — — — — — — — — — — — — —38-x 83- 3'-Tx V-8" RIGHT NAND SWWG DOOR-B PANEL SOLID CORE MASONITE 32'x 83• 2'S'X 8'$• LEFT HAND SWR1GDOOR-S PANEL SOLID CORE MASONITE N DIA.CONCRETE OrCONCON TO DIA.'BIG FOOD CT UNe FOOTING 26•%83- 7-D-X 6'$- RIGHT HAND SWP1G DOOR-B PANEL soup coRE MAsoNITE 2'-3• - 9'-6' I'-6' 9'-6' I'-6' 9'-6' 2'-3' 4'-O' BOTTOM TO BELOW FROST LINE PR-ID GG ® 26-x 83• 2'-0•X 8'$- IEFT HMID SWING DGDR-S PANEL SOLD CORE MASON TO RECRE POST BASE W/5/B'ANCHOR TO E(J!IVE 6.6 P.T.POSTS O50-x 83- 4-0'x 6'$- DOURIE DOOR SOUD CORE Mh50NffE I 40-0- 5/8-GAE AROUND NEW FOUNDATION WALL PERIMETER: - END GALVT)ANCHOR BOLTS 1 MAX.32.O.C.A 6'-I2•FROM END OF PLATES.tEiE 3'+3'+I/4'PLATE WASHERS BOLT EMBENTNIEM MIN.T PROVIDECCN NUCU5(2)#4 RE5AR5 ( TOP BTTOM OF FND.WALL FOUNDATION PLAN t CONTIO O N. T R IN FOOTING 1w=V-0- z 0 N w S2 S1 8'-8• A 3 6-4• 53 10'-01 10'-0' 10'-O' 3' P H2 11 �J T . _ —==—r--- -- ----- — O -- — --------- ---C 2 11 J lIr •, _ >H,H2„ax• •:sue .:a._,.. � .-•., v7,,,...,,;,; UTILITY aasEr II ----------- J 5'vAMtt I li I CLOSET I a 12'-G' 11'-a -TH �TTZ ---- z BA O I I I I I W0 b I — I, I s.3'TOWSnwR I ui , I o L 11.1 _—— i TI' Z Q I d 0 O I , - 5d' '0 5/B•FIRF.COGE 6YP5.BD. - I r WOOD DECK I .. ...... ............... S Qp I 3-6• 5'-9' 2 ! © @GARAGE CEWNG a WALLS F ON Y/ Q E BEDROOM ® e N I THREE CAR ® I W p N 2 3 r--- , I GARAGE I I 8' UP. a . f I LOFT 6 m f--- I �. I a y IL ZD QF •111 y m o J Go IL a 2 2• lL I5'-4• , I in I ip DLET J I �J P 2 3'-2• 9'-4' 1 5'-10' 9'-6• 3'-2• 11 14 14,14 CONCRETE APRON 14 14 14 14 a APA AP AP DATE: 06/27/2014 I I'-O' 1I'-O' T-O' 4'-0' - SCALE: AS NOTED SECOND FLOOR PLAN FIRST FLOOR PLAN DRAWING#: B A 1/4- V-0• ( B) A 1/4• V-0• . Al 3 _ z - o I.B EUILT-OUT RPFE W/4-CRWN O MLDG. c LL >= o Oy TYPICAL AT ALL GAMES: - ' RAKE W/4'CR d BUILT-OUT OWN MLDG. OVER I.6 RAKE FRIEZE W. 1 z y_ OVER I.6 RAKE FRIES W. li 4-CR ON 1.0 RAKE ED. 12 6 RED CEDAR OFRO SHINGLES-TYP. ht.Calling ht. i2CROIvrJ ONI.G FASCIA BD. D 18 4•CROWN OfJ I.G FASCIA BD. m m CASEMEM'AINoO D Q WITH 1.9 CASING S'EV%POSUR05URE WHITE CEDAR SHINGLES B B NR EHINGIEs °D E ®5'EXPOSURE ®5' 1.4 DECKING ON 2.B P.T. - DKJ EC015T5®IG.O.C. second floor second floor - W91v DECK5NRT _-- plate ht. If 5 1/2-CRCNVN ON I.FASCIA BOARD ON B'ROOF OVERHANG OVER .12 FRIES W.W/ BED AILDFL TYP.AT FIRST FLOOR l0 pI 1.6/5 CORNERED. P.T.6.6 POSTS TYPICAL �/II�� CASED IN 1.*TRIM F WOOD STAIR TO GRADE G G ICI ICU top of found. lop of Lound. j -- .. Wf O.H.GARAGE DOORS P.T.6.G POSTS WTTH 1.4 CASING CASED IN 1.A TRIM proposed _ proposed - LEFT SIDE ELEVATION FRONT ELEVATION AR 'ci; ; ° �. =� �. A' TYPICAL AT ALL GA5LE5: 12 I,rH&lltT-0UL RPl'.E W/4'CROWN MIDG. OVER 1.6 RAFE FRIEZE BD. RED CEDAR ROOF SHINGLES-TYP. 6� 4'CROWN ON I x RAKE BD. _ I It 'ceiling ht. calling IT. W 4-CROWN ON IA FASCIA W. 12 9 — m PELIA ARCHITECT SERIES OWBIE-HUNG WINWWS W Q WITH—CASING FELLA ARCHITECT 5ERIE5 C IxfrS CORNER W. 2 DOUBLE-HUNG WWpOW" O F B TYPICAL B WITH I W CASING /A r/ DECKING ON 2-P.T. W F p DEC JOISTS®16O.C. �q � WI 1, DECK SNRT Second fIDO! W � u second floor top plate (n top plate W Z 5 1,2-CROWN ON Q I.FASCIA BOARD ON 5'ROOF OVERHANG OVER I.12 FRIEZE BD.W/ 1� L 1 1/2'BED MIDG. 0 Z L m F1111. m TYP.AT FIRST FLOOR1.6/5 CORNER W. W a TYPICAL Q 1.11 P.T.6.6 FOISTS 12 m J � CASED IN 1.{TRIM l� d1 WHITE CEDARSHINGLE5 m C M cc W A A A ®5'EEPOSURE 6 W U too of found. W lU top of found. K a t= DATE: 06/27/2014 proposed proposed - REAR ELEVATION RIGHT SIDE ELEVATION SCALE: AS NOTED 3116•=1'1P 1/4—T-W - DRAWING#: A2 - 3 9 1/2'ASJ20 ALL JOIST 2ND FLOOR JOISTS @ 167 O.C. "- :=gam zxlzwDcf BD. S2 S1 tixSrdj ";, FOAM ROOF MOLE: 3 MARL A . NSULATICNLL TYRCA ®MPSON LSTA IB STRAPS @EVERY RAFTER -3' rN y Z Ol�0 2 G 2x I0 ROOF RAFTERS @ 16.O.C. - - _ i Y-] xx > 2/2x 10 PURLIN-TYP. �:.o.". STO(2)2x I O Vd 2 13Id'x 9 t/TLVL o LL ,W/SIB'COX ROOF SHEATHING l CAPS RED CEDAR ROOF SHINGLES O� 7 2x CEIUNG JSTS./ COLLAR TIES®16.O.C. (2)1 3/a'=9 1IT LVL ceiling ht. � j',SD4tdAi 12 /O� ci A W m DORMERS BEYOND LOFT a1 m 3/4•TlG PLMV.SUSFLOOR ON to m 9 I/2'ASJ20 ALL J015T 2ND FLOOR JOIST5@ I G'O.C. SECOND_FLOOR - F--- p P.T.2=10 LEDGER (3)t 3/d'=e t?LVL RIM top plate Y ~ - FASTEN TO EA5T.HOUSE FRAME V) ¢ y e L) W/1/2'BOLTS@ I G'O.C. C •- . ~———' STAGGERED IN 2 P,0%5— (2)l WV,91&l LVL ——`� � BOLT TO EXISTING J015T9 (2)t Im Lw I r F --- a F--- ENTRY z.G ExTER STUD wnus V1 UTILITY 1/2'PIYWD.SHE EATHING. - CLOSET HOU5E WRAP!VMITE CEDAR — $HINGIF5 @ 5-EXPOSURE _ I top of found. -- - (2) W P.T.GA P05T BELOW - () 3/4 x111/4L DER wnpn— ?LVL • =I (2)Y4 REBAR5 RAN •• I I�I P.T.2x6 51LL.PlATE W/5/B'ANCHOR 5'_y' I S 1 VL HEA 4'THICK POURED CONCRETE SLAB FLOOR : BOLTS @MAX 32'O C!6'12'FROM ABU66 POST BASE W/5/8'ANCHOR ' WTH 6'.6'-O's 10-W.W.M.-CLEAN 12'OF TOP _ WASHERS,BOLT EEND OF PI.ATE5.MBEMMENT MINwT - - TO RECEIVE 6xG P.T.P 516' COMPACTED GRPNULAR BASE- 4 W IN -0 2 A REBPRS / 3 fl ON DIA CONCRETE Or MNE 3)BOTTOM B•THICK POURED CONCRETE FOUNDATION WPLL ' 5O 24'DIA.TO'BIBEG FOOD WNL.FOOTING Of i4 BOTTOM W/IN 3'-0'— BOTTOM I ON TOM T MLOWCONTIN FROST CONE.FOOTING - BOTTOM TO BELON FROST UNE ���� BOTTOM TO BELOW FROST UNE(4'MIN.) - SECOND FLOOR FRAMING PLAN S1 SECTION THRU GARAGE @ side entry 1/4—l o A3 va•=r-D• - z 0 2x10 ROOF RAFTERS @ 16"O.C. w cr 31'-O' DORMER 2112 RIDGE BID S2 $1 CLOSED CELL FOAM @ ROOF wDGE: 3 3 INSULATION-1YPILAL 51M?-( LSTA 1 B STRAPS @ EVERY RAFTER 2x12 MOM BD. - 12 — LAY ON GAMBREL —I_IL J LAYON LEDGERS W 5lie Co PLYV/D.SHEA1T 1NG O.C. GABLE STRUCTURE \2x LEIUNG JST5./ RED CEDAR ROOF SHINGLES - — - COLLAR TIES @ I G'O.C. � ceiling Int. _ plate ht. - — — PEW DH WINDPA9- / \\ \\ E Z LOFT BATH \\\\ s F. ro W a d 2xG IXTER STUD WA115 W/ / To \ 12 2x1 RID E 8 AR F z IN5IAATIOJ R 1 s.1/2'PLWA. I B SHFATHING,HOISE WRAP l W.C. SBCOnd tloor -SHINGLES @ 5-EXP09URE -- P ® top Plate_ 4 Lu O W,Ex0.5 STEELBEAM BEYOND ` m � u (3)1 3R•x111/d4V1,11EADER (2)t 3'1'=D,?LVL 5/B'FIRECODE GYPS.BD. CONTINUOUS UNDER DORMERwALLS @GARAGECEILING l WALLS WIntlOW head ht. S u W �. a p m (2 ill RLI n vg a Z I/41 O.H.GARAGE DOORS T19tEE CAR II GARAGE 2 s N U s c J m top of found. _ -. ••. 4-MICKPWRED CONCRETE SNB FLCOR .• .. l®F O.CUB A-12OR --- -- — — — — — — W P T PLATE � U (2)Ia TOP WAN 1�I 0Q 32'O.C. FROM 12'OF TOP END hE TES.USE NT x I/4'PLATE W WITH 6'xG'-I O•.I O'W.W.M.ON CLEANN ��— B COt"PACTEO GRANULAR BASE - WASHERS.BOLT EMBENTMEM MIN.T - Q F- OF I4 REBARS W/IN 3'-0' BUILT OUT RAKE 24'-O'GABLE DORMER d !- OF BOTTOM B'THICK POURED CONCRETE FOUNDATION WAIL TYRC(LL @ALL GABLPS - R( (3)I4 REBPRS W/W 3-I ON 10'x 16'CONTINUOUS CONC.FOOTING 24'-0' OF BOTTOM - BOTTOM TO BELOW FR05T UNE(4'MIN.) DATE: OB/27/2014 31'-O' OO RM ER SCALE: AS NOTED S2 typical SECTION THRU GARAGE ROOF FRAMING PLAN DRAWING#: A 3 va=r o 1/4•=r-0• A3 - 3 SHEET INDEX Al �3 1 Zff-�,,P 6MA6 SHEET NO. DESCRIPTION SHEARWALL HOLDDOWN SCHEDULE :1286 MAIN 5TP SECOND FLOOR AND INTERIOR HOLDDOWNS: W 11� W fU I fJ P " 'N 5fAP L" J MA O (1)-C516 COIL 5TRAP W/(20)8d(0.M x 2Y2"LONG)NAL5 WITH 5TRAP 'Z^ MMEP DRECTLY f0 21(FRAMING MEMDER5.PROVIDE HALF CIF THE NA)MME OF NAGS v 5MCFED AT EACH END OF 5TRM. CUT SMALL 5LOr IN FLOOR 5HEAM-W ANP ATTACH GENERAL STRUCTURAL NOTES :(CONT'D) SHEARWALL SCHEDULE : 5TRAPTOLWPEAMORLVLBIACKNGINDETWEENfJI FLOOR JCn5f5INFLOOE FRAMING 6ELOW,CONNECT DIALING TO TJI J015T WE135 WITH 415 412 FACE MOUNT W HANGER,PROVM PACKER DLOCING N TJI JO5f WEB PER MANUFACTURER'5 ` v GENERAL STRUCTURAL NOTES: WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE : 5MCFICATION5. 1.ALL CON5Tq ICTION 15 TO PE IN PCCORPANa WITH THE MAYPQ95ETT5 5TAly Yr2'MYWOOD-(ED�5 FLOCKED) O (2)-C516 CO.5TRAP5 W/(26)IOd(OJ45"x 5"LONG)M5 WHEN SERA' O / PULPING CODE FOR ONE-M117 TWO-FAMILY PAELU EINC6, W E17MON(760 CMR), I.KfACH MnRa WALL 5T1P5 To THE POLM TOP PLATE AfT E ROOF WITH(1)17 CONNECTOR AT Q 8d COMMON OR GALVANIZED PDX NAL5 @ 6"O.C:EP665 ANP APPLEP OVER PLYWOOP 5HEAIHNG OR(50)Bel(O.M x 2Y2"LONG)NAL5 MEN AND ALL AMEN I MEW5, VHCH 15 PA5EP ON 1HE 2009 INTERNATIONAL RE5IPENTIPL 52"O.C.FROMM(9)-IOd x IY NAL5 TO THE 5W AND(6)-IOJ NAL5 f0 THE DOLME TOP 12"O.C.FIELD. 5TRAP 5 APPI-EP DIRECTLY TO 2X FRAMING MEMDER5.(NAL5 5MCFED ARE PER EACH WAVER DELOW CC>t7E. PLATE,CONNECTOR TO BE APPLIED HOLY TO 2(FRAM NG. 5TRAP) (IF 5TRAP I5 LOCATED AT EXTERIOR WALL,CONIUNAE 5TRAP TO POU ELE 5TUV NOTE:NOT MOU MV W&N USING H2A CONNECTOR PER NON 7 "ROOF FRAMING CONNECTIONS'. i%'pLYWQa,-(EDGES FLOCKED) IN FIRST FLOOR WALL IFHERE T 6 NO 5HEA0WA L DELOW,THE POOLE 5TUD5 AT END 2,THE WINV DESIGN CRITERIA FOR fH5 PULPING 15 IN ACCOMANCE WITH AMERICAJ 2.EXTERIOR WA L0D 55 ON%COW MOOR To R AffALHED FIRST FLOOR 5TU75 ON TK F FLOOR AOD55 � Bd COMMON OR GALVANIZED DOX NAL5 @ 3"O.C.EPLE5 AND OF THE SI E A L IN FIRST FLOOR WALL DELOW,OR VW THE STRAP ARAgJ1 THE- W). FORE5T AND PAPER A550CIA11ON(AFBPA),"WOOD FRAME CON5TRUC110N MANUAL %COW FLOOR RIM BOA3�W/(1) RM C5I6 COL 51 W/ (14)IOJ NAL5(7 NAL5 N EACH END OF 12"O.C.FEW. FOR ONE-AND TWO-FAMILY IVMLLING5 C WPCM).ANP THE"MINlUM1AM PE51GN LOAD5 5fm)WW A 51RM a r LENGTH OF 16"+THE CLEAR SPAN ACROSS MM BOAd7.5TRA"5 TO BE FOR PULDINGSAND OTHER 5TRLICM506CE7-05). THE PA51CWINA75PEED FOR THE 5'AaDAr52"O.C.(EVERY Oo-E ").5TRAPK NOT REa� 9%fARW�ALHXWOVON Yn"rLYWOQI-(EDLt5MOCITV) FOUNDATION HOLDDOWNS: � V PE51GN OF TH5 51RLIC�I.RE 15110 MILE5 PER HOW WITH EXPOSURE CATEGORY'C'. WCAMIONS C516 COIL 51RAP5 TO 8E APMIED OVER PLYWOOD 9fMHNIG. Q3 8d COMMON OR GALVANIZED DOX NAL5 @ 2"O.C.EPLE5 AND Q W 5.EXTERIOR WALL snm ON n E sEcaN87 FLOOR THAT A&ArovE�MMs IN 1HIE FLOOR FRAM NG IT O.C.FIELD.FRAMING AT ADJOINING PANEL EPCE5 SHALL W, N2 WU2-51752.5 W/t'PIA.f MAPEP ROD MOTOR DOLT DRLLEP AND EPDXED W � 5,THE CONTRACTOR 5 W5PONSU3LE FOR CONTACTING THE LOCAL MILVINIG OFFICIAL %U M AffACHED TO THE BEAM WITH(1)LT5121WM5T 5TRAP K 16"O.C.(CUf 5MALI.SLOT IN FLOOR 3"NOMINAL OR WIPER NAL5 5HW L PE SfAGCEREP. TO 7"MN.EMBEDMENT W/SET ADHESNE.LNDAs Gan ER MIT PENvEEN :r 0, FOR THE 5fRUCTUEAL FRAddNIG INI5PECTION(5). F THE DUILPING OFFICIAL WOU M5 5HEAIH Z FOR STRAP).5(QMP I5 ADDLED DIREOLY TO 2X FP,AMING: ANCHOR Daf AND "TH ZEA7EV ROP INTO 07LD0MM. ''^^ 1HlAf THE INISPEGTI�JC 5) PE C,UMPLMI?PY THE ENGINEER OF RECORD.THE NOTE:FOR PLYWOOD 5HEAR WALL TYPE5 I,2,ANI7 5 L15SP APOVE,6d v! 113L 4.ASfAC'H FM FLOOR 5TLV f0 RIM BOAV WMM(D L5.16 5TRAP Af 52"O.C.AW PROVIDE(6)IOd. COMMON OR 6 ALVAWIZEP PDX MAILS -(0.151 x 2Y2'). aN NAL5 MATCHNIG HPUI 1-5P52.5 W/I"PIA.THREADED P017 ANCHOR Oaf DRL-ED AND EFOXEP CONTRACTOR SHALL CONTACT THE EWMR OP RECORD 24 HIOL15 PRIOR TO 1HE TIME NAB To 5TUD"(6)10d NAL5 TO RIM BOAW.AfrALH RIM BOAW TO FAIN VATION 5U PLATE THE NAIL DIAMETER ANP LENGTH MAY M U5ED A5 A 5UE5TIfUfE. 1 1 TO 15"MN M'EE.EMMPMEW W/5ET APHE5IVE,CNN I"COUPLER NUT KN WHEN THE INSPECTION(5)15 f0 BE MWORMEP. THE CONTRACTOR SHALL IN51n THAT WIN(1)I75p CONNECTOR PER 52"O.G. 1HREAMP ROV ANP I"THREAPEP ROP INTO HOLDON/N WITH HOLPOVVN NO. REVISIONIISSUE DATE ALL 5TRUCTIAPL WMMI'5 AID CONNECTIONS ARE M51ME FOR INSPECTION, IF DI RIN 6 ATI ACHEP f0 6X6 POJaA5-FIR P05f. THE INSPECTION, ANY PORTION OF THE 51RUCM 15 MEMED NOT VI50LE ORS 5.caB IEcr aNs FOR wALL OPENING ELEMENTS (REFER t0 vcrAe 2-wF) INACCESSIBLE FOR INSPECTION, FINAL APPROVAL Or THE ENTIRE 5fRUCTURE WILL N L-9 HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE 51MP50N 5fR0%-TE 51H714 HOLPLMM 5TRAP FCR APA rCW&WALL(5EE ff-IDOD) DE GNEN LNTL'MI5 CONl hlON 15 CORRECIEP AT THE CONTRACTOR'5 EXPENSE. L=1'4r TO W-W (1)LSTA 9 (1)SP4 14 EMMVM19 INTO FOI NPATION.ATTACH TO FORM WOW PRIOR TO PCAE WITH m Te aF' 4.ALL WOOF CON5fRUCfION CONWCTOR5 A5 5MCFE17 ON THE%CON5TRUGTION L=4'-1'TO 6'-0' (2)LSTA9 (2)SP4 n PROJECTADDRESS: POCUMFW5 TO DE 51MP50N 51RONG-fE IN ACCORDANCE WITH CATALOG C-2011. IT S L-V-11•TO V4r, (2)LSTA 12 (2)SP4* 1HE M5PON5IPLITY Of THE CONTRACTOR TO INSTALL ALL CONNECTOR5 IN ACCORDANCE L=8'-1"TO 19-0" (2)LSTA 15 (2)SPH6 COur.BA3N5fAJAk.MA WITH MANPACfUEER'55MCFICATION5. SOLE PLATE CONNECTION SCHEDULE: *ALTERNATE:THE CONNECTOR 5PWM FOR THE JACK 5nV To 5aE PLATE CAN VE 9 D511MP CONNECTION TO FLOOR RIM BOARD 5.ALL ENGINEERED LUMPER MOPIICT5 TO M ILEVEL TIW J0I5f(OR EOUA-) WITH THE 5AME CaaN ECfOR 5HOMM FOR a JACK 511V To HEADER.ATTACH CONNECTOR WIN HWLP OF INSTALLED IN ACCORDANCE WITH MAMPACMR'5 5MCFICATION5, THE REaftV NABS TO THE JACK511V Adz HIA.F OF THE REOUMP NAL5 TO THE fOINVATION WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD . - IBMBOAA9.CONNECTOR To BE ASTPCHED MCTLY TO 2X FRAMING Adz MWAJ7.ALTERNATE CAN .. ROOF FRAMING CONNECTIONS NOT VE�l?WN5OLfMATE5ATfALFVVMC11YTOFOWDA11ON5WVUORCONCRETE IQ (3)-16d COMMON NAILS PER I6". S AB. I.ATTACH OPP051NI6 RAMR5 AT THE RIPCE OVER THE TOP OF THE OL72 WITH(1) Q (4)-16d COMMON NAILS PER 16". L5TA 18 TEN510N STRAP AT 16"O.C.5TRAP TO It INSTALLED OVER ROOF SHEATHING INFO RAP-9F5 W/ IOd COMMON NAL5 TO RAFFER5. NOTE: Q (3)-SIMPSON SDS25312 x 3W)WOOD SCREWS PER 16". 2.ATTACH THE EN7 OF EACH RAFTER/TRU55 TO THE POOLE TOP PLATE OF THE A HEA 15 FOR D0015 AND WINDOWS TO MVE(1)HID CONNECTOR AT THE TOP AND BOTTOM OF Al- EXTERIOR WALL WITH(U H2.5A CONNECTOR. CONNECTOR TO PE APPLEP L71MCTLY CEIFPLE 5fLV5• CONNECTION TO CONCRETE FOUNDATION TO 2X TOP PLATES ON OUf5IM FACE a WALL,ALTERNATE:U5E(1)H2A PROM EVERY i . ST RAPTER TO WALL 5fU7 MLOW. f5P CONNECTOR PER NOTE'I',"WALL PRAMINIG B.HEArxRs 4'-F'ANP I ARCER (2) ACK u75 AT EACH ENID of 1HE FEPI7ER. LPLIPT CONNECT10N5".15 NOT REQUIRED WHEN U51N6(1)HI2A AT EVERY RATER. FOUNDATION SILL PLATE CONNECTION TO CONCRETE - C.PROVPE(D A,25 0.1P ON THE TOP or ALL PEPPERS AT EACH ENU OF FEPI7ER TO THE INIG Sf1.I7 ADJALENffOTHEOPENING. "DIAANGFTOKHoi-r5Ar-,52"o.G.. - - 5.PLOCING TO DE PROVIPEP ADOVE THE POOLE TOP PLATE OF 4E EXTERIOR WALL D.PROVIDE(D 55F FROM EACH KIN 6 SNIP TO VOLDLE TOP MAZE OF THE WALL,WITH(5)IOd NAL5 AT THE ROOF WITH ROOF 5HEATHING NAILED TO THE DLOCKING AT 6"O.C. PROVIDE'V' NOTE:ANGHOP bOLr5 REFE2ENGED AE�OVETO eel"Dl/MEr!',F A5o7 TO VOLKE fOP PLATE AND 00-10J NAL5 TO KAIG 5f W.FOR 5ELav FLOOR HEAM15,FROVIM(0 LEGEND - - NOTCH IN MOCKING TO PROVIDE APEQLIATE VENTILATION A5 REQUIRED MOCKING TO CS 16 FROM EACH KIN 6 51M A0 055 THE RIM POAW TO A 5W IN THE FI5f FLOOR WALL BELOW, 57-EEL ANCHOR DOLT5WlrlfV',3"x k P4IrEWA51iEP5 WlrH 7"MINIMUM N�°C I�;'7 I . PE ATTACHEP DIRECTLY TO DOLVIX TOP PI-ATE Of THE EXTERIOR WALL W/(1)RPC FOR C516 STRAP 5RE REFER TO NOTE"2"ABOVE.FOR FH 5T MOOR HE-A E5 PROVIDE(1)C516 VIPEDMENrINro GONGRErE: C K L T V L ;,,C L CONNECTOR. FROM EACHKM5TLVTOT[fFIRST MOOR RIM WAIN.FORC5165TRM50 MITE TO NOTE"4" SHEARWALL CONSTRUCTION • � 0 SHEA�MNALLTYPE - ENGINEERING CONSULTANTS FLOOR FRAMING CONNECTIONS : E.KING 5W TO RIMBOAIV CONNEC11ON 5MCFED IN NOTE ro'MM 155 Nor MaIMV WHERE A I.ALL 5HEARWALL5 TO HAVE POOLE TOP PLATE5 ANP POOLE ZX 5TUV5 AT EACH 5HEARWA.L HOLVO M 15 ADJACENT TO THE OFENN& Ew OP 1m WN-L. - O WW WI 51'E .A�N/�-I.GRIIZI-INS I 1.PROVIDE 5 I/2"WIDE PARW-LAM P51.5 LADDER ALI.INFERIOR FIRST FLOOR F.5L.5 FOR OPENIN65 LE55 T 4'-0" DE WOBRE(1)A25 CLF AT THE BOTTOM OF 5UE 5 - . 5HEARWALL5 WHEN THE 5HEARWN-L S PARALLEL TO THE FLOOR J015T FRAMING MAZE To THE KING 511V AS EACH EN17 OF THE 5U Mfg.FOR OPENINGS 4'-0"ANP LAPCIER,PROVIDE 2.FACE NNL POUEUE TOP PLATE5 W/16d N1AIL5 AT 16"O.C. U5E(12)-16d NLAIL5 lO % MML H01-DDOWN TYPE 1279 MILL5TONE Rn. DIREcf o N.PROVIDE(2)12,WIDE LVL5 ME 5Ecow FLOOR ANP ATTIC (2)A25 CLIP5 ATTACH END OF n E 5U MATE.(ONE ON hE TOF ANV ONE ON THE BOrT0M OF THE AT EACH 5M OF LAP 5PLICE5 IN TOP PLATE5, SPLICE L WAI TO DE A MINIMUM OF "' 02651 5WARWALL5 WHEN PARALLEL TO THE FLOOR FRAMING DIRECTION, F C516 COIL 5U MATE) 4'-0"LON 6. = T z 44 5TRAP5 AM 5MCFEP A5 HKILPPOWM5 AT THE EN P Or THE 5HEARWALL,WRAP THE • 5fARW&L.HOLIVOWN SfRAP(5)MROLINP THE(2)1 Jq"WIDE I-W5,AND PROVIDE HALF OF THE TOIAl 5.NIALINIG FOR PERFORATED SHEARWALLs r0 PE CONmNA EP AY3OVE AND DELOW ALL __-- ` NIIMPER OF NAL5 5PECFIEP INTO THE LVL5, OFENINO IN 51- SHEARJJALL MARKk EARWALL, Z.PROVIDE 5 I/2"WIPE PAPJV LAM P5L PLOGING OR(2)I q"WIGE I VL DI OCKINIG 4.ATTACH D0LME 2X 5W5 ANP PULT-KIP CORNER 5fU75 AT 5HEARWALL ENV5 WITH 1 P MFOIZATE 5 fAPWALL. CONI1NLE PLYWOOD ABOVE � MR FIR5f ANP 5ECON P FLOOR ANP ATTIC 51 EARWA-L5 WHEN J015T5 AM (2)16d NAL5 AT 6"O.C.FOR ATTIC/5ECANP FLOOR 5HEA AALL5 AND(2)I6d AND fiELOW OPENING WITH NAILING ALC0Q71 NG TO PERPENIDICLLAR TO 5HEARWALL5. NAL5 AT 4"O.G.5TA62ITP FOR FIRST FLOOR 5HEARWALL5. SPECIFIED SHEARWALL TYPE. 3 GEARING WALL 3.ATTACH THE 17OL13LE TOP PLATE OF THE FIRST/SECOND FLOOR EXTERN WALL.TO 5.REFER TO HOLWOWN SCHEDULE FOR TIE DOWNS AT 5HEAM&L.EN195. !S T XK,XJ #OF KING AND JACK 5TU195 AT OPENINGS THE�CONA7/ATTIC FLOOR RIM DOARi7 WITH 1)LTI'5 CONNECTOR AT 24"O.C.OR 3 A W/(2)IOd TOE NA1,5 PER 12". JO SHEET: MA APA PORTAL WALL(SEE TT-I OOP) DATE: 06-24-2014 �I,O SCALE: NONE TRIMMER 5TLV5 YJNG 5'RV5 1 MODEL NO. DIA MIN.EMBED. MIN.REBAR LENGTH BlLf-IP COMER 15 LV5 MODEL NO. DIA MIN.EMBED. MIN.REBAR LENGTH (PER PLAN) (NAIL PER®) 55016 5/8 12 5 " 50" (PER DETAIL.® ) 55M16 5/6 12 5 " 50" OPENING 55020 5/8 16 5 " 58" 55020 518 16 W 58" L 55TD24 5/B 20 5 " 66" 55TD24 5/B 20 5 66" 7 � C MR 05N) 55TD28 7/8 24 r " 74" 55R328 7/8 24 r " 74" X'K55TD34 7/8 28 Y," 82" 55TI354 7/6 28�/" 82" wu OWN 50100 I 24" 96" Vl9UN0LnOWN ° SDIx'A I 24" 9b" I -NOTE:#4 REOAR TO DE LENTEMP ON Fat2OWN MID LOLATEP V' (PEC51 STRAP I I *NOTE:#4 MOM TO It CENTEMP ON HOWOWN ANn LOGAIE17 V' r (PER GSN) TI�AnEn ROn TO 5"n0WN FROM fOP OF FOI.NnAflON WALL TI�AM17 ROn r0 5"DOWN FROM TOP OF FOId�MA110N WAIL PER 51MP50N MAi�FACTInR'5 5PELIPILA11ON5. M. PER 51MP50N M*UACMP'5 5PECIPICATION5. J L1P5 (PER GSN) a' 45" .c d. (PER GSN) a . #4 REDPR 55TD HUVOWN ANCHOR I- a LNW C011'LER a #4 REBAR* a DSP(PERQGSN) ON TOP Of ANCHOR W 550 HOWOWN ANCHOR EnLE M5TANLEcl k55TO a #4 REDAR o P05fnON IN WALL PER 1.75"FOR 2X WPLL V.TO 5" 4 REDPR a nV1GONAI.IN CORNER 2,75"FOR ZX6 WALL d a API'I ILA110N) J / a SIMPSON MM1lFPCT1R'S CNW COLPLER J 5/LL PLAf£ / SILL PLATE - NNCHOR Oaf JJ (PER GSN) � SPEGIPICAiIONS. ANCHOR POT 55R3 NOI pOWN M1Q FOR' EnL�v fma a(PER GSN) a . d (PER GSN) a d 1.75"FOR 2X4 WALL MIN.REDPR LENGTH a n HOLn01MYANLHOR' MIN.REDAR 2.75"FOR 2X6 WW.L QHOLD DOWN AT PLAN VIEW 2 HOLD DOWN AT PLAN vlEw 5"MIN'HWINDOW OR DOOR OPENING HAD EXTERIOR BUILDING CORNER V WILT-W CORNR 5TI m5 MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH V (PER DETAIL.) J 55TDI6 518 12%" 50" 2x4 WALL 2x6 WALL / 55020 5/8 16%" 56' O !!! 6"O.L. 4"O.C. brb nOUG FIR POST 6"O.L. 4"O.C. 55024 5/8 20%" 66" 55TD28 7/8 24 Y/" 74" v' d 55054 7/8 28 " 82" ++ ++ + + + + H2U HOLPOWN 50100 I 24" 96" o ++ ++ + + + + A -NOTE:#4 REPAR W DE CENTEM17 ON HOWOWN AW LOCA02 3" No. REVISIONnSSUE DATE C516 STRAP Han DOWN Han nOWN (PER GSPll 1F�AM R I I ro 5"nowN FROM TOP Or FouwATlON WAIL (PER PLAN) ++ ++ (PER PLAN) + + + + PER 51MP50N MM➢fACf aR'5 5PECIFICATION5. ++ ++ + + + + MIN,REBAR (MRC6N) #4REDAP* PLAN VIEW ELEVATION VIEW PLAN VIEW ELEVATION VIEW PROJECTADDRESS: jr R NOTES• NOTES" 1266 MAN%Mff COW.PARD15fff a.MA TO5"� 1.ATTACH 5TLV5 AT PUfLT-W CORNER T0GEi1�ER WI H(2)ROW5 OF I6d I.AffACH 5T[V5 AT OL LT-LP CORi ER TOGEllfR WITH(2)ROW5 OF I6d #4 REDA a En6E n15TANLE (0.162"x 3,5")NNL5 AT6"O.C.FOR 2W 5TOPY 5EARWALL5. (0.162"x 359 NAL5 AT6"O.C.FOR 2W 5TOPY 5I•EARWALL5. SITE PLATE d. a CN a 1.75"POR 2X4 WPLL ANCHOR DOLT d. 2.75"PGR ZX6 WALL <' (PER GSN). 55V Fat?OJYN ANCHOR d �@ NOInOJ�J 2.ATTACH 511175 AT DLL t LP'CORNER TOGETI ER WITH(2)ROJJS OF I bd Z,ATTACH Sr1175 AT DLIILT Hl'CODER TOCETrER WITH(2)ROWS Of Ibd a (PLACE�� � (0.162"x 5.5")NAL5 AT 4"O.C.5TAGGERcn FOR 15f 5TOR9 51 EARV✓Al LS, C O.I62"x 3.5")NAILS AT 4"O.G.STAG(EREn FOR 1 T STORY 51 EARWA L5. 3 HOLD DOWN AT ON TOP aANCHOR 1 BUILT UP CORNERAT HD INTERIOR BUILDING CORNER �1�IN °�ER PAN VIEW wF END OF SHEARWALL ROOF 5FEATHN6 ROOF 5hEATMNG EnGr NAILING � SMEAR WN.L ENn POST (NAIL PER 1 ) '!• L5TA 5TRAP @ I6"O.C. 4EAWX ZX BLOCKING BETWEEN MR ROOF AWN TER F I.fr (PER GSN) WM15(NOTCH FOR ROOF 51•EATHNG VENTILATION IF WOUM17. EnCE NAILING WU HOLnOWN ° Rc E TO ARCHITMC17AL (PER PLAN) (7)-1017 NAILS PLANS FOR MORE Ii�O.) e EACH EW MI I. KE +—+ + +-- --+—+—++ PARPLLAM n�AnEnRa, ENGINEERING _ +- + + ___ + + -+__ n01d3LE ZX TOP PLATE �,U; (PER PLAN) CONSULTANTS ROOF RPPTR TO "rei aon 5E ALTERNATE ARCHIECTI RlPTER BIN XROOF PAMP PER PLANN2.5A(INSTALL PRIOR TOmfAILWMOM%AW PLYWOOD 1279 Kil%OW M7. ALTERNATE:ATTACH OFP051NG RAFTER5 n SFEAIHING)ALTERNATE: 2X 5Tt/O NOTE:nRILL HOLE FOR TI9�A(JEn R017 DEIOW RInLE RAM OR RIPa DOAW WITH 2 x 4 TH?O1QH PARALLAM AW ATTACH W/ 51 COLLAR THE A5 5HOAN. W6E 5TRAP5 NOf BEAM hY1A rsv(wsrxL PRIOR ro vLvwooD SFEAiHNG) Mr AW 3"x 3"x q"PLATE WASFER =< MQUREP WHEN USING A COLLAR TIE. (IF 5HOWN ON PLAN) RDC(INSTALI PRIOR rO WAU ; s ' NOTE:NOf REOIDRED E FOAIS TEED AT EVERY 51•EATHN6 OR ON Rwvm rOPOPnouxE2x'foP 5 INTERIOR HOLD DOWN RF STRUCTURAL RIDGE BEAM RF RAFTER TO TOP PLATE MATEE55•.FOMM90'VeWT0 HD IN FLOOR FRAMING Of • ^ sires: �� JOB/F:- �= SHEET: DATE: 06-24-2014 51,1 SCALE: NONE OPTION#1 HEADER SIZE © © OD DE TF 6 L-P-0"fO4'-0" (D 1 (1)51`4 (1)55F (D A25 (1)A25 (1)HS Tor/DOTTOM PER YJNG OF EACH CRIPPLE 5TLP7 G G (I)55P 121�ULEKi 17001�LiE four �P N ` 1.-4'-1"ro 6'-0" (2)LSTA 9 (2)5F4 (1)KING (1)A25 (2)A23 <D L516-(6)8D NAtl.S (I)55F EACH END Of 5TRAF PLATE5,5TRAP FfADER r0 TOP // 1 6'-1"TO 8'-O" (2)L5fA 12 (2)51 YER KING PER EACH KING 5W (1)A25 (2)A25 PLATES MM(1)C516 PER 16"WI1H v) (5EE NOTE'4') (4)81?1 EACH i OF 5fM. J (1)55F TjEl�7 STRAP OVERTOP PLATES AS L e-1"rolo-0" (2)LSTA 15 (D SPN6 (D A25 <2)A23 RAMP f ALTERNATE: (1)H EACH Q PER KING RAPFER 101EPDER WITH<I)N8. MADEF(PEEP PLAN) - (2)5f2122 (2)5?16 (1)55F ( (2)A25 v I)A25 L-10'I"7016'-0" W PER KING OPTION#2 J HEADER SIZE AO V TF © N W1N00W/000R OPMlN5 (D-C516 (1)55p PERKING L- (1)FIS fOF/130TTOM (� 1'-0"TO4'-0" W/(5)8D (1)A25 (1)A23 EACH END OF EACH CRIPPLE 5T187 (2 L-4'I"TO6'-0" (5)eD (1)55F (I)A25 (2)A23 '"NOTE:FORFEPo9ER5 LOCATED v \ EACH END PER KING (D C516-(6)817 NA115' DIRECTLY DELGW DGIIDLE tOF V (2)-C516 SEE NOTE'S' (1)SSF LATES,EACH i OF 5TRAP P 5TRAP HEADER TO TOP LUL-6'I"f0 8'-0" W/1 EN 80 PER KING - EALN KING STIdJ (I)A23 (2)A25 PLATES WITH(1)C516 MR 16" WITH O (2) C516 (5M NOTE'4') (4)82 1 EACH E1�B7 OF 5TRAr'. '^ L-81-11,f010'-0" W/(6)8D (1)55F (1)A25 (2)A25 MIV 5TRAP OVER TOY M ATE5 A5 V J a EACHeW PERKING • RQIIIRED. ALTERNATE:ATTACH EACH L-10'-1"TO 16'-0" (2)512122 I)` ' (D A23 (2)A25 RAMP r0 FEADER W1H(D H8. No. RE\nSIOWISSUE DATE D MR KING -NOTES: D 1.W.AMR5 4'-1"MID LARLER MOUM(7)JACK 5TLV5 AT EACH END OF TW WADER. 2.CON,EC10R5 5PECffEO A80VESNU BE ATTAC}ED DIRECTLY TO 2XRAMI FNG MEMBERS. PROJECT ADDRESS: 3.NAL FLL JA L FELW a 5TID5 TO KKU 5TID5 WITH(2)-1 6P NAL5 PER 6"O.C.(JACK 5TLL7 TO 50.E PLATE 5TRAF NOF WOLIM 1266 MAN 51REEf 4.5TRAP Nor REABRED VAfM 5FEARWA L HOLDDOWN 15 ADJACENT TO OPENNG. COW.8MMMt.MA 5.VKAL FOR VWOVV AND DOOR FZWNG OMY.OFFER 5TRAF5 M V 25 NOr%0M FOR CLARITY. wF FRAMING AT WINDOW AND DOOR OPENINGS Outside Elevation - EdatdVuac Side Elevation . ° Ede+.dMsdc(ue Faard dl xgiae) � .�S A10-.3"rIH/4"id`_ '-hlakr sl�arnrdtrq d.nB °°° v71IT11 _ _ . Fhdc:lse lc rmmrrdfolk Tw vll<a.wwo I I I1 °� 16d sinker mdr,in rows 5"o.c. . '' g wq bd.0 b-lea xke m *-dP.V -�2 I I I 4 I ,asKncnaOtra�gca�.d>�)hP. I II .� 11: MCK,E N Z�E 100016 header-to-jack-shed ENGINEERING i l I, r ono w �yd e a a e,u Strap an both sides of oMirq IidM.np,rakwoz.a.4.la<wWn II II ii II CONSULTANTS L hu1 dea do.om5,&EL-,*.J I I I I1 11° ttmcmral d.9 enaronn.cmal ra,va��tar�a).P�aeagoFdlLebdedadrru.tlHn 11 II •I1 11 224.r ad de r.Owma rbp.im"q-t fm"rmronerr d. 11 11 11 I I" I I 1 r V 16"min.this wood z mle'(n�e. I I val3i'ER;'MI!(a6ks I r shvchrral pawl sheaFhlrq APO �, 11 wn vyh d m 4I c4ldiv mt atlo. a ,�> 11 I I >I I I r �yT� g p ' Fa :24nMn 8i�k. p�R60210.5,4 r (� ;dbP"--`•�.r A. a.*: f n.II II 11 II ;I! 11; f . II II: M.U)Mty. 11 II II 11° / �`O"t._.S? '$ W.dpiaub M T.Y.R5025090 _ .jj Ardw 6dts per R405.1.6 Ttp. e L L L 1. L L Me.z4/z'.z-Vz.Sne^d.�+e Not to scale _....-. - JOB#: 14-071 SHEET: DATE: 06-24-2014 1 APA PORTAL WALL(FOR EXAMPLE ONLY-SEE TT-1 DOD FOR DETAILS) SCALE: NONE F S RF ZONE SETBACK Al- 92/46 E MAP 33 LOT 037 BUILDING SETBACKS (MIN.) ^e A'dge Ntl- r —•Keele Rd'F W W FRONT YARD 30' _..Nickerson RA W SIDE & REAR YARD 15' BENCH S MAP 33 ��" sea St ,1 MARK I LOT 038 S 72*1335" E , !DC KAID GENERATOR CBDH � '} W CBDH FNC �� I FND I FN fir _ J i� 55.7 GRAVEL 3{rf?§`s.; yh:3K,•<..;.t„' ! I"DF;iVE PAD � dye a Rd BM FF=47.52 piLjj SHUIFFLE W ��-­CDUP.T I EX INV=41.67 O Z „ TRAS'I EXISTIN 3 BEDROOM . y Q 61f I / / SEPTIC YSTEM �t LOCUS MAP I \ N NOT TO SCALE. DECK L_-_j BENCHMARK M ri W _ o ' EX INV=/ 10, V�A1ER S HUB & TACK O ^ ELEC�iRIC FAUCET : 42.15 -UTJE CBDH � WALL FND MAIN STREET Go N„ UP SERVICE 1 n�I. ELEVATION = 44.28' z 92/47 PROPOSED DRIVEWAY` ;i IUD , GENERAL NOTES —�- \. ' 1. RECORD OWNER PROPOSED INV= a i ' BLIZARD, SCOTT A & LAURIE S 42,87 `' 15 PUTNAM AVENUE r ^ COTUIT, MA 02635 ' Al 'I1 0� •d`00 CERT #C202239 40.0' ,�� �p�`/ LCP 6713-D.I ,rV'� 2. PROPERTY IS SHOWN AS LOT 033-002 ON ASSESSOR'S MAP 33 AND W TREES/ 2- Y co APPEARS TO LIE WITHIN THE RF DISTRICT PER THE BARNSTABLE SHRUBS AY GARA o ; GIS RECORDS. S I"GNE SL V ( p DRIVE S8 3. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND S SURVEY CONDUCTED 12/21/2013, LINES OF OCCUPATION AND FOUND b T.O.F.=44.50 b TREES;, MONUMENTATION. TREES/ �O SHf�UBS SH-PCBDH 4. ORIGIN OF ELEVATIONS IS ASSUMED. hPl_�3s 245.84' FNQ Ld PAVERS N 72*13'52" W 5. PARCEL LIES WITHIN FLOOD ZONE C PER FIRM CBDSK MAP 250001 0018 D LAST REVISED 7/2/1992 AS W MAP 33 ;,-��OF k, FND LID I'`�� SHOWN ON THE FEMA WEBSITE. LOT 001 ' �`` � MAP 33 6. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM LOT 002 AN ON THE GROUND SURVEY CONDUCTED 12/21/13 AND UP H. PLANS ON RECORD. 92/848 C^iLESS to7. SEPTIC LOCATION AND ELEVATIONS FROM AS BUILT RECORDS PROVIDED y �twOF ` No.39045V BY THE BARNSTABLE BOARD OF HEALTH AND FROM FIELD MEASUREMENTS. p� EDWiN Existing Grade Inc. H. 1531_SITE_PLAN_7_21_14 Surveyors & Civil Engineers �° y o PO Box 612 9 CIVIL SCALE ` CLIENT PROPOSED SITE PLAN 1531 No.41294 _ ARCHITECTURAL. INNOVATIONS FOR DATE: 07 21 14 Dennisport, MA 02639 ��0 15 30 P.O. BOX 2056 1286 MAIN STREET / / 508-694-6501 Ph/Fax s 10NAL # DATE REVISIONS COTUIT, MA 02635 COTUIT, MA 02635 SHEET 1 OF N1 1 r � S4— ' << - s 51 II BEDROOM#2 I I _ If ® ( j LIVING ROOM 0° I I BEDROOM#1 I I uP I I Oe I aw I 0 dw i KITCHEN DINING BATH retire. O rn 11 it N i i UP C/VIIVG Roots . II II II FAMILY ROOM I I LAUNDRY Z g W a S�REFNED IN PORCIi W 4 O Oo IL LL a a proposed @r a in FIRST FLOOR PLAN m n- J � o I I4*=1�-0* "ST NG WALLS = ' Q Dp LFrloN W aLLJ a F DATE: 12/10/2013 „ SCALE: AS NOTED t` DRAWING#: Al 2 3a-o^ I 1 I I ' I I I I I ® I I I ON . m BEDROOM#4 + BEDROOM#3 N - I I I CLOSET 11 • --�_J ftTshov I / UP 1 r IT --------- I , I 13 I I I , I .. , Ir---------- DIV BEDROOM p I � ROOF DECK I l lI I ! 1! l / BATjyE———————————————————————————— l I 1 � I / a W � O ------------------ T r----- LL _ J�,t W O r $ W D / o = Q MJM 44 m O proposed e W SECOND FLOOR PLAN W 1/4'=1'-0' MSTNGWALLS O m DBAONT10N a F EMMIMM NEW WALLS DATE: 12/10/2013 SCALE: AS NOTED DRAWING#: A,2o2 YS I F �� i, `� SETBACKS RF ZONE SETB P 75 S� ,r� MAP 33 1 CMIN.> BUILDING SETBACKS 92/46 8 Y L❑T 037 W FRONT YARD 30:, ' SIDE & REAR YARD 15' W BENCH ' S MAP 33 STOCK AIP GENERATOR CBDH MARK W CBDH LOT 038 S 72°13'35' E , FNC FND r" FN 3 _ 255.74' S Ss �� Y r ? , � i - NC. PAD t GRAVEL DRIV _\ \ BM C (� h. LLJ pp FF 4 I LLJ SHUFFLE t L p t CURT I Z ' SH 1 ` `+ TR r+ LOCUS MA P BI ,M � _ Q M j PROPOSfD 1 , N NOT TO SCALE COVERED DECK � PORCPX / BENCHMARK LO I o J 1 rn q � / HUB & .TACK G '' WATER °� — — — / PROPOSED T❑NE CBDH MAIN STREET .-t AUCET ADDITION WALL FND , o - 1 ° ELECTRIC. s / ELEVATION — 44.28 Cb UP S ER ICE e a / NOTES � AL 92/47 � GENERAL- NOTES . PORCH L RECORD OWNER BLIZZARD,- SCOTT A & LAURIE S i ' i ti0 15 PUTNAM AVENUE I COTUIT MA 02635 EXT D PORCH 1 � EW ADDITIO CE R T #C202239� W � LCP 6713-D 2.. PROPERTY IS SHOWN AS LOT 033-002 ON ASSESSOR'S MAP 33 AND iTREE/ y. APPEARS TO LIE WITHIN THE RF DISTRICT PER THE BARNSTABLE ADRELOCATE SHRU S EXISTING GIS RECORDS. STONE — — IVEWAY _ /p BULKHEADD _ � 3. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND DRIVE SETBACKS CT PY )� SURVEY CONDUCTED. 12/21/2013, LINES. OF OCCUPATION AND FOUND L — -- TREES7 MONUMENTATION. TREES/ SHRUBS CBDH 4, ORIGIN OF ELEVATIONS IS ASSUMED. SHRUBS 245,84' FND w 5. PARCEL LIES WITHIN FLOOD ZONE C PER FIRM r CBDSK MAP 250001 0018 D LAST REVISED 7/2/1992 AS PAVER'S N 72°13'52' W + END SPLIT RAIL SHOWN ON THE FEMA WEBSITE. La MAP 33 FND 6. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM LOT 00 MAP 33.1 MAP 33 AN ON THE GROUND SURVEY CONDUCTED 12/21/13 AND LOTPLANS ON RECORD. UP 92/B48 7, SEPTIC LOCATION FROM AS BUILT RECORDS PROVIDED BY THE. BARNSTABLE BOARD OF HEALTH. Existing Grade Inc. PROJECT NO Surveyors & Civil Engineers CLIENT PROPOSED ADDITION 1531 PO Box 612 SCALE ARCHITECTURAL INNOVATIONS FOR �� 03/12/14 Dennisport, MA 02639 0 15 30 P,O. BOX 2056 1286 MAIN STREET SHEET. N0. 508-694-6501 Ph/Fax COTUIT, MA 02635 COTUIT, MA 02635 1 of 1 # DATE REVISIONS' e tNrlrw* rlrrlr t7\Y §k( S:ua 1. 1{;-ail CL 8' STONE DRIVEWAY 11-11-81 LOCATION t< IV/,C- S z w o INgRT�'O Q w2w OD l o 26 N 2 3 3S„� EDGE OF LAWN / \ \mac 26.4 S'�4 / - V~�' 1 0 $ x..25.2 I x1<,lIFICa �r>c>��C.. t�so�� IT' x $2_- 0 26. 25.3 / 26FENCE /F S z x 8 5.9 / WAf� I, 26 2.5.2 0 21 28 WOOD lk, x 6.2 ` 27.5 5. �� ' SIDE BRICK WALK Q\ 29 3 z P v Cv 0o x 7 j `^ . 29,4 irk TP _ _ &RIC"( pA770 � O ^. 7 BUSHES x 25.2 26 8.3 F�XISnNG SIN L.� \ LAWN L F7RST MFLR ELLL 3 G S �j N \ \ SEPTIC S STE i•0' N,�2.� PER INSTALL R TI S •7 30.1 n 7219 3 3S"IV 8 x 6.7 x 5.6 x 29.` . 18" MAP 31< \ 0.1 27 x 25.3 24" MAPLE \ L N 2 1.3 ' \ 25.8 `CIO GA` "' 1a HOLLY 3 x 14" MAPLE , L�,� rt �0 29. 2 a eox , 7 03 .3 O30 IVIP ,345 SF NSF GRO ���" TBM ® CB/i.li O SIV,gRT Tp 662 , 3 BUS ES 6 qU�T �No /�-'�. 30.0 EL = 32.06' i '� FOOD �. CiNE pP 4 SF - 2 \ - o s 26.9 ��G� 26.1 / 31.9 2-RAIL FENCE \\w pE'..? ` - 28 Q/ 3130 / EDGE OF LAWN Or BANK f 10' DIA CEDAR 21. 22 19 16 14 12 ,(�� - 6 2 TOP OF DUNE 8.3 9 �,� ,� C\O T 24 p BOTTOM OF DUNE R" 4' 28.0 12" PINES 3 1'\Q� tx �b N/F C \r 9 2 �►., EDGE OF BEACH GRASS t' Gj O TTj c/ 18 9.9 8 7 Dc T 31_5 or / MEAN HIGH WATER A''~ 8.4 BUSHES / �� RS. p 31 28 26 °pos 5 O N/F \ / i� O � q 3 S' Rq ad Stoic 1 / 8 06-30-94 RUST/N 30 / ^� / MA 1 s 8.9 ,( 0 2.4 \ o� 3 1,26E Q' 6 2.4 168' y� �N•Q �2 Qv 5 4 226. PROPOSED ADDITION ^� 2.4 � 22.4' Q ° PILING 6.0 25.6' o co�0EXISTING c R 4 000 o STRUCTURE 7'N 0 /FCoul � O 5.2' h W 1_- C� 141000 y 10.2' ��._LC 0V"A IP a C t-%7�, 5 C i 4 Pr?_ Q C. f i'_ �\ Ptqk'1v v. C� s's.4' �?8C 1-1-?�� ��o RORM 4. rp' vc.l I TT1t 0-1 ►?_" Chi f' <r. \` N 2 PROPOSED ADDITON �'C� 25t I-t_ 2'' 24 \ StiPS611 S Ta..i K Go© FI.: 2, 1��51F:�tit �ATp. C� 6 LL 1 , E ,�~ .�, 5c,T--►-n 77o,? A�,p1-z,C, S I T E P L A N () 2A ,t,°'p --_-v.-.r-_. �, F',1_1__ ��_1 F c�"+�a�?.cY�h�t �'t✓V s C-+�rr 1 ►._, a c r �,, � , � �J C P C 1/_. 1, I♦1�?t! l_.1 t� I �Z�C]C-_����._�.c����* r....� ��- AT �--, A c LE-,�,j sj."D , I c� �� LpA, �.� T �a.� � � � 10 ��a c�/��� ��so� = �� c�PD LOT 11 - MAIN STREET L L_Nr fG7e- t 1 f-,r `^ G OC3 G,A I_t-o l.a l_t-^c 4-\ i''I-T -,4j m l 7 9 �` E`'' I S„" ra� . LOT 13 - OCEAN VIEW AVE1,dUE EXTISTING BUILDING CL- 13 (-ArA�1r( 11 O 2.5 = 2-75 6P- PROPOSED NEW CONSTRUCTION No ki/ 7V2- Aee,4 COTUIT, MASS I FOP L- _4 VIRGINIA V. BUSH GRAPHIC SCALE �� a �� SCALE: 1 " = 30' JULY 26, 1994POO o 1 e, c9 SEAL 'SVe,-T-E l lMoo•too .29874 No. 29733 ao 0 1s ao sio 1zo AUG 1 �' do ,"�► BAXTER & NYE INC. 140. DATE DESCRIPTION BY fw;Sttn ,a ° REGISTERED LAND SURVEYORS eo ; IN FEET & CIVIL ENGINEERS 'r AL ` ( ) 812 MAIN STREET 3 1 inch = 30 it. OSTERVILLE, MASS. I j 4 93064 - PPPCt .. rir n rrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrr, rrli+ rrrrrrrr