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Home My WebLink About0285 BAXTERS NECK ROAD - Health S" 2 ;5 BAXTER NECK" MARSTCNS MILLS A = 075 010 002 I �v No _ Fee l oo THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs MAS ACHUSETTS 01ppricatfon for Migogal *p5tem Construction Permit Application for a Permit to Construct(✓SRepair( )Upgrade( )Abandon( ) El Complete System El Individual Components Location Address or Lot No. (�y/}X1 E R IJ�c kelltO Owner's Name,Address and Tel.No. MPrR-S'ra1(S M ILI�S�IMA.O�Q$ -PI r 1_tIv C"L=s . L . 6-LI 1c Assessor's Map/Parcel 6 -7,5/1 o 00• - i Installer's Nan^Address,and Tel.No. ° Designer's Name,Address and Tel.Not �Sa 6) VI a g" _96ML-A 0-2AXTC-Q_ -r 2511- PAMf-+ ST'&eaT AAA,, 0j_&S'S Type of Building: �- Dwelling No.of Bedrooms ^ Lot Size 1411 ,75'L sq. ft. Garbage Grinder(yes) Other Type of Building M6N E No.of Persons N/A Showers(N/1+) Cafeteria(MIA) Other Fixtures ko i A E Design Flow 1 10 gallons per-day. Calculated daily flow , gallons. Plan Date o i- 14--►9-1 S Number of sheets I Revision Date W /A Title 7i-S P"-w A-T ` kb5 fbA-xTeO. NEetc MA"Tai.,s MILL-S, MAs-2:1, , Fce O,A-mm L, &we-r. Size of Septic Tank "00 G+tU.cN ,. �I, 4oMPA-2TML'Wt Type of S.A.S. 15 GUL_TEc 33a RE-*W&eCe vW rr5 i ` Description of Soil ll++I ' o-3" Fok-,T DefsRi s �o�; 3"-"1 C s k� -7'-4c," cs �!3 4o"- Nature of Repairs or Alterations(Answer when applicable) NOT "P WC.AA;L 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 Code and not to place the system in operation until a Certifi- cate of Compliance has been issue b is Board of Health. I a Signed Date Application Approved by Datel- � Application Disapproved for the following reasons Permit No. Date Issued �\ ----------- ——————————————————————————— ' '1'�1 er :.R ` n... --. `� • - ... t } It ' ! Fee t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MA ACHUSETTS Application for Migogar i ipmem Congtruction Permit Application for a Permit to Construct vj Repair Upgrade )Abandon ❑Complete System o tdiv dual Components Location Address or Lot No. Ay Tf Q 1.6 t1c Q-rah Owner's Name,Address-arid-Tel.No. k v IIAA QSrN,S M w+ IlL S A.OZ(,4s / Assessor's Map/Parcel O �5/I e vD Z e .. r +N Installer's NarrAAddress, ,aand Teel.No. f Designer's Name,Address and Tel.No. �'S d s} _rm cl 1�7 I C�V �i r 1 V ('?A-AT= L -4 1.-" 1*7 Type of Bluilding: � tt, Dwellin No.of Bedrooms ^ Lot Size 14�4-5 s .ft. Garbage Grinder yw, g �—• 9 g ( ) Other Type of Building NONE No. of Persons•' H l A Showers(N)A);tCafeteria(MIA) Other-Fixtures No N e t Design Flow 1 10 gallons per day. Calculated daily flow 1 gallons. Plan Date ca 1`- t 4-- t 9 g 8 Number of sheets 1 Revision Date N 1 A Title 7116 %AW--A•T 1695 NkA 14. i40+ck Quo� Mr�RSrbl+s ,U it.L�s. MA55. �Fi,e Qtfl�� L, ;aucr Size•of Septic°Tank 1500 L�Ace,ow eomPA-GlT7Arfwt Type of S.A.S. IS cQcTZ�c ', Vec+teWc-cue vHlr, Description of Soil IN A 1 O-3" FO DST DEf3Pi 5 �a 3'�-7" C s (A }-7"- 40 c s ((� 9 0°- 11 o" cl- uC� UiTQ- e IrLo" - - T-1 it 1, . ')-A-ma M, I Nature of Repairs or Alterations(Answer when applicable) N a T A--P P L I C A-6C " Date last inspected: + Agreement: a The undersigned agrees to ensure the construction and maintenance of the afore described'on-site sewage disposal system x in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b s1Board of He , Signed y Date Application Approved by " Application Disapproved for the following reasons Permit No. Date Issued ------------------------- — ---- ----- THE COMMONWEALTH OF MASSACHUSETTS1 BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance - THIS IS TO CERTIFY,that the On-site Se age Disposal System Constructed( ✓) Repaired( )Upgraded( ) Abandoned( )by 4// at :A 1 b5 6n M-n- Nv-1` Aa-A6mS M ICLs M ASs. 0'16�A-b has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No, r dated Installer Designer 6Axl2e 4 I4-ell I+IL.. The issuance of this permit sh 1 t bl onstrued as a guarantee that the system3ill function as designe4. Date 64 Inspector L1 --------------------------------------- 7/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS xigpoga[ *pgtem Congtruction Permit Permission is hereby granted to Construct( ✓)Repair( )Upgrade( )Abandon( ) ,' t System located at #1 '1.1a5 I�AX I R ate,-K. 1-.A 0, M 1 LLs - JkA ASS`1 WLc.4,E and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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. I t Date: (o - 1 SS - y Approved by �'� . 1 0 , -f b STORAGE OADDITIIONE3 ADDITION `r 312 6'10%' 3%' O 9'-11/' y� 8 2 2 3'-O' 21'-4' 4 MEDIA , ADDITION 3Y0 O �02 6'10�8 11'-4' 2'2 29 HOME THEATER 21'-4' ADDITION 3y�1 I N 0 ' � I z � I t7 O a O p I I I I l03 I I BAR -- ADDITION I I PLAN 06/30/1999 08:33 5088336359 R J BEVILACQUA CO PAGE 01 J r is ds c..P...,...�.c•.,', M�. Z lh "'�'7.�;..A: :E:y.:. v- .�.....::::�',.'...'� 'i'4'�'i'�'�':` r, .r. CA P.90SEWAGE ASSESSOR'S`MAP a L�?7 IA r- s �m-Am�c COMPLIAMM, ATE: .%l ^z� :. 1' tc�oaAot3owlI L 6chib 'iFwdity- Fed jp, 1iKaher:Syplr Wo1l aed'l�oaehia�t*�eitit�► +�. alEs o ut ., ir s h►)' i' li - • !r `.Z so �7. M. 4-4 Nb t G � v - i s: �. , : :..:.:.:.. ,1. 4 S. : l � c 06/30/1999 08:07 __= COVER PAGE TO : rAV • 1 gMQ7QnVWA FROM: R J BEVILACQU4 C0 FAX : 5088336359 c , Commonwealth of Massachusetts 0: 'G, OIOr 002. Title 5 Official Inspection Form 11 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 285 Baxters Neck Road , Property Address Diane Glick Owner Owner's Name / information is Mastons Mills V MA 02648 07/17/2020 required for every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. filling out forms A. Inspector Information 5 Lit {�Ao filling out forms on the computer, use only the tab Michael T Bisienere key to move your Name of Inspector cursor-do not Cape Septic Inspections use the return key. Company Name 52 Rivers End Road Company Address Teaticket Ma. 02536 IL City/Town State Zip Code 508-280-3356 S13938 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ® Passes a 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails Inspector's Signature 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 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 form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments c u � 285 Baxters Neck Road Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ® 1 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: This 6 bedroom home has a 7 bedroom design system. The system has two H-20 1500 gallon septic tanks with an H-20 D-Box feeding 15 Cultec leaching chambers. At the time of the inspection no visible failure criteria was found. 2) 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 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. ❑ Y ❑ N ❑ ND (Explain below): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 18 Commonwealth of Massachusetts ip Title 5 Official Inspection Form 1, Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 285 Baxters Neck Road Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ 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 ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (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 ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 3) 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. a. 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: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 f Commonwealth of Massachusetts IF Title 5 Official Inspection Form ��b Subsurface Sewage Disposal System Form - Not for Voluntary Assessments g p Y rY 285 Baxters Neck Road Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. CitylTown State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ 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 b. 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: **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. c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form 1 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments t,- 285 Baxters Neck Road Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply 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 form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ❑ ® 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. 5) 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 CA. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA) or a mapped Zone II of a public water supply well t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts �n = e Title 5 Official Inspection Form lip Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 285 Baxters Neck Road V Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes" to any question in Section C.5 the system is considered a significant threat, or answered "yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact:he appropriate regional office of the Department. 6. You must indicate "yes" or"no"for each of the following for all inspections: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 285 Baxters Neck Road u- Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 7 Number of bedrooms (actual): 6 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 1568 sf Description: Number of current residents: 4 Does residence have a garbage grinder? ® Yes ❑ No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonaluse? ® Yes ❑ No Water meter readings, if available last 2 ears usage town water 9 ( Y 9 (gpd))� Detail: In 2019-1,890,000 gallons were used and in 2018-585 000 gallons were used. Sump pump? ❑ Yes ® No Last date of occupancy: occupied Date t5insp.doc•rev.7/2 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 285 Baxters Neck Road Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form r, Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 285 Baxters Neck Road Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 4. 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. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: 2008 Were sewag e odors detected when arriving at the site? El Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 27"feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: town water feet Comments (on condition of joints, venting, evidence of leakage, etc.): Water was flushed and it came freely. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form � I_ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 285 Baxters Neck Road Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank (locate on site plan): 18" Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: Two H-20 1500 gallon Sludge depth: 3" Distance from top of sludge to bottom of outlet tee or baffle 33" Scum thickness 1" Distance from top of scum to top of outlet tee or baffle 5" Distance from bottom of scum to bottom of outlet tee or baffle 13" How were dimensions determined? sludge judge Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): recommend the new owner put the septic tank on a maint. plan with a local septic pumping co. based on the future use of the home. At the time of inspection the liquid level was at working level and the tee's were in place. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 285 Baxters Neck Road Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. 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 t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 18 Commonwealth of Massachusetts �- Title 5 Official Inspection Form < Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 285 Baxters Neck Road Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank (cont.) 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 9. 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.): At the time of the inspection the liquid level was at working level and there were no visible signs of leakage or solids carryover. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 285 Baxters Neck Road Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 10. 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.): * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Y Type: ❑ leaching pits number: ® leaching chambers number: 15 Cultec units ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 i Commonwealth of Massachusetts �^ a Title 5 Official Inspection Form 11 w Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 285 Baxters Neck Road Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): At the time of the inspection no visible failure criteria was found. 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): I t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 Commonwealth of Massachusetts p Title 5 Official Inspection Form 1, Subsurface Sewage Disposal System Form - Not for Voluntary Assessments u� 285 Baxters Neck Road Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. Privy(locate on site plan): I Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 285 Baxters'Neck Road iv'.00 - Property Address Diane Glick Owner Owner's Name information isequired or every very Mastons Mills MA 02648 07/17/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 14. 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 separately A B 1 9'9" 24' 2 19'2" 14'4" 3 135' 117'3" B A O ❑3 Lower Driveway O ........................................................................................................................................... t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form b Subsurface Sewage Disposal System Form - Not for Voluntary Assessments .... 285 Baxters Neck Road Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 15 plus feetfeet 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: You must describe how you established the high ground water elevation: augered a hole at a lower elevation to show 4 plus feet of seperation. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form �� Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ........... 285 Baxters Neck Road u� Property Address Diane Glick Owner Owner's Name information is required for every Mastons Mills MA 02648 07/17/2020 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 I _ TOWN OF BA STAB E L6CATION46AT(Y",Sf C tQ SEWAGE# ' dS VILLAGE Q P ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. 9 SEPTIC TANK CAPACITY O s / 1 . 20 LEACHING FACILITY:(type) Ln Ali/T 6 r �_ (size) S NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: D 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 r Ll D J _ No. D Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS ZIppYicatton for ]0igpoga1 6pgtem ConOtruction Vermtt Application for a Permit to Construct(161 Repair( ) Upgrade( ) Abandon( ) ❑.Complete System 5 Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 7'r0/0,jVZ— Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: r �Q Dwelling No.of Bedrooms N 4- M#Vfw4a4,-'-t 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 Zvi 94— 1A:5�70 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board f Health. / p� Signed Date Application Approved by A k1w Date Application Disapproved by: Date for the following reasons Permit No. X Date Issued No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ". _~PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Z'plicatton for �Dtgpo!gar *pgtem Con5tructton Permit ia Application for a Permit to Construct(141 Repair O Upgrade O Abandon O ❑.Complete System 0Individual Components Location Address or Lot No. 2 6, ,e/�,�/ r; Owner's Name,Address,and Tel.No. F µ 4Cl/s raXs //s Assessor's Map/Parcel 6`7 5'Ol • 7— installer's Name,Address,and Tel.No, Designer's Name,Address and Tel.No. Type of Building:Dwelling No.of Bedrooms OAE,M d-- "'trot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) i Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Z0� 94 /®dd Type of S.A.S. Description of Soil ' 1 Nature of Repairs or Alterations(Answer when applicable) Re 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 Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed y � pr- Date �-!�I Application Approved by i Date 6 Application Disapproved by: v �4 Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance v THIS IS TO CERT FY,that the On,--site Sewage Di//s��'osal System}Coonstructed ( 1� Repaired ( ) Upgraded ( ) Abandoned( )by at A"Ae h1�G /C /' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. .26Q92 r 05� dated Installer ] 1 / Designer #bedrooms fit/ p)I( Approved design flow / gpd The issuance of this permit shall of be c/©nstrued as a guarantee that the system will c�ion as designed. Dated �) ) Inspector �i�._.' ;t'/ �IG• -------------------------------------------- No. O�0 y-6>7- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS I lwtg;po!5a[ *p5tem Con5tructton J)ermit Permission is hereby granted to Construct ( 1� Repair ( ) Upgrade ( ) Abandon ( ) System located at 7 *V,2 Az)'* r and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Const ction must be completed within three ears of the date of thi P Y P ' i Date Q Approved by �i TOWN"OF F B;I:RNSTABLE C`Co » _� LU!'A1i0 SEWAGE # j�,� � VELLAGE�CI(40DC.1 I l = ASSESSOR'S MAP& LOT INSTALLER'S NAIAE&PHONE NO?-- T,?W l K�U�(�I,ICJl� 1� �C&I o.V GO%; SEPTIC TANK CAPACITY ��OCj C '1,I IQ L✓1S LEACHING FACILrTY: (type) C14✓11A vt4 (size) NO.OF BEDROOMS i `tJl(w► i-eacc.� cl��eS� BUILDER OR OWNER . . 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' "_ D — R"A�1— �, I� ..r ��- `yam '�'�,. ! - rfr,— - - .`_ ..-,.,ram r 7 , I .. 1. 2.5 I I�; """ "v a .,.. 1.771� 1 M t ems. 1 y:. , ,,. :.: r, i _,'�,� � , - � � "',�,� �.. I � . ,, —:-.Y 1, —:� � �!di- E." , , � , .: � I, 40 r.•�•°"'♦�+♦` .�'. .®LSD :.�, 1-. Y I ' Ij. - •` f` 0. ®, I1. •�� ! 0.0 +74 EL. e' !aaee00000aos000 1 f 000.. eoesu0 e 0 e 6 0 0 O• o mo ..ML W _ ., -:� .. . �� " `�{ oeoaeoeoo.eeeesoeo�s.00eoaee0oeoa�oe�a_ooiaem®s-emooeomeeoae�000000aamom000�eaeooeaee eo ! aeoeoaea . 00eeeeas000�oeooeoe_�ee !' PAYS .oeeu°oeoee - oaeooeeoobo� �'o I s � , f. 8 . , , , , � . :I . I ADDITION TO THE RESIDENCE OF (.LICK RESIDENCE ` DIANI-2' AND yy'�I�,��,��,(� MARVIN � � T ,® ADDITION � �((I��p �I,®�IIII'DI''I11��II'�1I�IIDIIII �'VJ`�7��,p 285 6AXTEP. ty LL. ROAD �IIIIWIIII��111111111"`III"'lVr' 9111111 `WII MARSTON2 MILLS, MA IIWWWIQQQ NNNIIIIIIIIIIIIIIIIII ZWII6 � IIIIIIIIIIIIIIIIIIYYY 'V 02648 285 BAXTER NECK ROAD MARSTONS MILLS, MA 02648 GENERAL NOTES: T oea T. —R Paove v. T on e coavoaer of s Be T r III — a -� - ti eacHr,ecTa Nc � � Eaaoa=�P o��aePenGeS oN THB oaDwrn�e.eHOP DaewNfs AN� �CCI111" e Hr Beeoae — — --- E oaD aes onnen eo ...... -- _ - — _J To I T - I i i _ I MCHOLAEFF ARCHITECTURE+DESIGN 812 MAIN STREET OSTERVD.LE,MA 02655 TEL.508-420-5298 _ - rAx 508-420-2240 WWW.NICHOLAEFF.COM ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST —I OLS P,ea°,p qn D"; B COLUMN GRID e..m°o,eawmr,e, OWNER RIO .'I l1 I IInv uI\rLIn":rI I a —_--------- MR _ nr nap. i pm nm° aO i & MRS. MARVIN GLICK BAXTER.NECK ROAD Pe PCFM 285 N— N vu DETAILS MARSTONS MLLS,MA 02648 maw^ A PDiwD Q`--Iw.9 s24"`se��D«p., ,.a ( uu ,u: I uIL IN urt, r,w suuv—. FNo a Roee/LE-1 STRUCTURAL ENGINEER n Ln u SECTION T. VARNUM PHILBROOK, P.E. Rw nm I:Lr.t vie b.^ A PHILBROOK ENGINEERING&CONSTRUCTION _ I11111 I11n rc ION u N,rmD, RI p°^v° E E «°cn 107 BEACH STREET 1 nl ru the - nN eon ciiv papa. aEEx -. ASDH e,N,°rr Oe g�":omp oe°p ia) a. oNcxEre w° p ° ,..,, nl lli IcIIc t PROJECT NUMBER: c pad NesR11 DENNIS,MA 02638 A I. an 1 luny' o11:vi1 DWI cP spr„°m a ,,(�- Rc ` (508)385-8682 -- �. WALL TYPES Bn ° r"IpFe aD DRAWN BY: OJO 2 puv D D -I� r\I 11N(I11:N1 Il I —. y RCV NCRRE BU,CH 1 I IIN I. 11�11 N'rl lfrtiR __ So ar m nn R p ape p ODOR NUMBER �:-li I.J�IINI:iI_I.\A Iit,M1M1 ,ou n n n nrwgbr eR✓. oncV mar° BIDS cu:arq HR H°..:onto scm scneeu° /1_—D°o IINllill'111 M1I�FCII t: SHf i-f<- STONE ._._— _ O:uc Do°. cs °tel 0.11 , ---- -----_:_- _ _ -- ._: - -_ : WINDOW TYPE ".°..��• 9TRUOx11RAti URAw1NEs DATE: DECEMBER. 7, 2007 M NICHOLAEFF ARCHITECTURE+DESIGN —°„ �,I II ltllanl I,IA,t AI I IM1I,11«: DFEPU tr tl171b1L UI�V,rI'I VIIS N1R@P.MINf IN,M ,°r°e SIS i�uc,ugl Srrwlr Scob CEILING HEIGHTS 1`", NDW ZI'IIIIIAMRAI:I-(,IINi),\'Ih1N IN AN - - - ci ce.°mro,b a cIRc e:,el° Su P °uaee.°a Hr �al�Ni:,':vl'I<t l(:'I l:l!n I IIltl'Il lx rlel l✓.!.1INll ml°..^.° „mmprry(I 812 MAIN STREET DD p q� K. eIR Hear lance) 6HED WODD '~' ........... __.___..._- N O 55 NOTATIONS ti+�l Il INI AI'Ii1N U1;I.A 11� - — - C M- n EBE °e° reupnnne _J.J I\11 N:Ifq —�— C9M ('Dm) UB po°,olor rEr. E.,M O ,NUA I,r,N 19 A1(TERVILL 2 A 026 L. rw°b n.mee. °°a mp lee.,P,,, RDD�H WODD TEL. 508-4 0-5298 --N°°,..Rerew;,° '.e N n °Wpm r°rm P°Pm asD e°na:on° .,,mee,Dnr D tD.Wren c N - e. Tee ,pnpu° EfAL MEA m WE q", T. I a, — —F4 aDeu Ae �r�\ ggD FAX 508 420 0 CPS cap,oD c ppo leW D VOvc zca mesa -:OEP MIRT. _ WWW.NICHOLAE F.COM Dme np mP«n r,^ TITLE y- p ryDM� EOUIPUENT DML zo c. ueG - rvp°s°°N 1O- E.rrDm°er B.r,r.:..N°mr,e, TITLE SHEET uR smml sc°w DWa e Ma m __ R y M vvrBiR Wnu,.ro RFMDYE � 11\�0//\4Il'\H ARROW .EW M ° ue vER VIE,r ry rrcb MIBC.T.REM _ °aonn rPr°,pn FNe.enc°) . mac (.u) MASS ' REVISIONS. � TmOl W E�iO U p °molar Wro «noulO9 OH e°a ♦LMMINu- _ 14'-By 72,_2y4 T-43/q' G T-43/q' 4'b' 2-9- 3'd�B A-06 GENERAL WORK NOTES ', � GENERAL CONTRACTOR. (G.C.) TO MAKE THOROUGH 5,2' VISU4L INSPECTION OF PREMISES PRIOR TO SUBMITTING 6IIICK RLSII)E\CE PRICE DUE TO THE EXTENT OF WORK REQUIRING FIELD 1 VERIFICATION AND INSPECTION. ADDITION ALL GULAORK 3 SHALL CODESEEOT ON EXCEED AS34CHUSIS TSEST4 TE 7 O I I "• ! O I FORMI BUIL DING AND FIRES PREVENTION CODE, pND THE ORDINANCES OF THE TOWN OF AR HSTABLE AND OTHER 28S BAXTER NECK ROAD 1 B � � I AUTHORITIES HAVING JURISDICTION. MARSTONS MILLS, MA 02645 1 3. ALL WORK FULL HEIGHT BUILT-IN SHALL Be SUBJECT TO BUILDING DEPARTMENT j APPROVAL THE CONTRACTGR SHALL ARRANGE FOR BILLIARD j CABINETRY BY OTHERS. 1 ALL REQUIRED INSPECTIONS PRIOR TO FINAL PAYMENT, I j INOT IN CONTRAC 4. G.C. SHALL FOLLOW ALL MANUFACTURERS' SPECIFICATIONS ' AND INSTRUCTIONS ON PREPARATION AND INSTALLATION OF PRODUCTS CALLED FOR UNLESS OTHERWISE NOTED 'I 1 62'PLASMA TV BY OWNER.-- I ON DRAWINGS. I G.C.TO PROVIOF-g0WEF AND b '{ A.V.CONNECTION! NO v S. ALL WORK SHALL BE PERFORMED COMPLETE, LEAVING GENERAL NOTES: ;! COORDINATE VIE .IN BACK- 'III 1 EVERYTHING IN WORKING CONDITION, WITH L MATERIALS, X LABOR AND EQUIPMENT PROVIDED BY THE ALL i - - - - -- EXCEPT AS SPECIFICALLY NOTED, OR ARRANGED 1N A oESI n A TIE L-5 (I7 III 9 WRITING. THE OGe I j 1 6. ALL WORK SHALL BE CONSIDERED NEW EXCEPT p3 ATE sD—O RE SEn TEO i 102 �, _ OTHERWISE NOTED AS 'EXISTEO' OR RE-USES. DERGBYOA AND I-All ;HOME THEATER J1 7. ALL WORK SHALL BE FULLY GUARANTEED FOR NOT LESS AR.H; ,n A H { ,EYH a O THAN ONEP YEAR FROM THE OWN OF FINAL ACCEPTANCE HALL eO BY AnT PEa n OF THE ROJECT BY THE W ER. A POa nT PUR R CORPOR TY _ I N' Q, THt CONIRACTOP SHALL REPORT ANY DISCREPANCIES P eIVC�uR„YYpAn Fe IsslOn IN THE PLANS ANDS SPECIFICATIONS TO E C O E NEW SOFFIT - _ - THE RCHITECT. NE CONTRACTOR SHALL VERIFY AL ABOVE TO , 1 CONDITIONS AN G DIM EN910N5 PRIOR. TO STARTING WORK.L ERROR P11-1-A-1- MATCH EXISTING FOR PROPER LAYOUT VERIFY ALL ITEMS PRIOR TO THE ALIGN ORDERING. H 9 CO TRACTOR TO LEAVE E ANG PR ERTY IN CLEAN BEFOae. .� � � ._ 1 TED SOMIR H E TO 11, AND READY TO BEL Ll- INUSCONDITI— THE �OMNEnCED j AT - NEW 20 G4 3Y MTL. \y —IL 5✓ oI -- -- ---- i 'I STUD WALL 0 16'O.C.GN L WRIT oanv n O. ALL CLAIMS FOR ADDITIONAL WORK MUST BE APPROVED lO s ET TO BE V-D J_- ALI NEW WALL-BOARD - IN WRITING BEFORE WORK IS BEGUN, O-H ERWISE Gs AaE O RE SCALED. -- "" ------ ""'_--- I - - -- THERE W WITH EXISTING AMID IL BE l0 OBLIG4TIGH BY THE OWNER TO I -�-- ,.r -1 1 L D- ( j PROVIDE NEW BASE E I 11 10 1 I REIMBURSE `HE CONTRACTOR �- CEILING MOULDING TO 1 I' MATCH EXIST 1 I' B�`R, 1 ''. G.C. O VERIFY EXACT LOCH-ION OF EX STING HVAC I'- - AND POOL EQUIPMENT AND COORDINATE P.ELOCAYION OF NEW POLYSTONE BAR INTERIOR COLUMN TO AREA UNITS TO BE MOVED PRIOR TO CONSTRUCTION. y o I I EXISTING MATCH EXISTING BUILT-IN - l.. _1 rI CONCEAL - I I I I' FIREPLACE AND STRUCTURAL SUPPORT I CABBY MANTLE WITHIN COLUMN-SEE -I 'I OTHERS. ___� I STRUCTURAL DIGS. (- (NOT IN m FLOORING TO v I, CONTRACT) MATCH EXISTING - OUARTERSAWI 1F .. OAK 2 G.C.NOTE MATCH EXISTING 1IN O EXISTING, '-- -'-'- - ---- --'— � : OAK FLOORING WEAVE NEW INTO EXISTING - 1 _ O II n III I - i SAND,STAIN AND REFINISH THE ENTIRE ROOM _ - Cb (LIVING ROOM 104.BILLIARD 101 AND HALL M t A-OS\`J i. 110 1p4 NOTE CENTERED COVER— 1 / DRAWING KEY HALL LIVING ROOM NOT ,COLUMN ON DST. FLOOR AREA TO Be REFINISHED - FLUSH WOOD © - 3y. EXTENDS DOWN THE FULL LENGTH 39'� THRESHOLD TO MAT H 1� j OF THIS HALLWAY I TOP OT 9JBrL00P.(PROZCT) WALL THICKNESS 3, syz,--® 55Y n� Q NEW CONSTRUCTON - - -, --- 2 i_B T 3/4 4 3/'8 EIEV-79.00' J EXISTING CONSTRUCTION TOP OT SUBROOR(EMIING) 5%' $y.\ /� 5 z „ p I TO REMAIN MCHOLAEFF ARCHITECTURE+DESIGN --- - 9'2/2' 2 '-'/ 2'-B�8 1 _P .. EXISTING CONSTRUCTION #Y1 TO BE DEMOLISHED 812 MAIN STREET I osTERVILLE,MA 02655 2 DROP CEILING WITHIN TF1.SU8-020.5296 BATHROOM ENTRANCE PAX 508420-2240 _ELEV=38W CUSTOM SLIDING FRENCH I'F'� AND CLOSET TO 9'-3�' WWW.NICHOLAEFF.COM P.OUGH TO PROVIDE TOP Or DECIf DOORS BY G.C. -- CHASE FOR VENT STACK. / GAS FIRE PL CE VENT -108 THROUGH R OF. Y - EDGE OF SOFFIT- _ - MENDOTA 2 RO CLEARANCE 'S CEILING HEIGHT TO COVERED PORCH / RETURN TO - -' GAS FIREPL CE MODEL DXV42 �� ROUGH WITHIN BATH#107 105 WITH THROUGH WALL'VENT. RELOCATED WINDOW REPAIR EXISTING DECK AS L MATCH SIZE F OPENING TO REQUIRED-TYPICAL EXISTING DECK: P EXISTING_F_RZ P_LA_CE._ -'� 5/4.4 MAHOGANY DECKING OVER 18 5 BATH P.T 2 10 AT 16'O.C. T---- _ ' I ROOM \ .. 1 = v 5 — CARIBBE N FLOORING LIMED O ___ PICK ED OUA ERSAWN PA - 7� I I I �B'.8'STONE TILE HAIRDWOOD EAD BOA(tG ..,,: $y2 '- TW/CEI ING_AN ABOVE ..... ..... - RELOCATED WINDOW /`+�Iu/-P"V /Y 04 TOP Or SUO rt OB(PRO,RCT) PROJECT NUMBEP: P — sATH loe i —WALLS TO ECEIVE BEAD / DRAWN BY: OJO 1 BOARD WAINSCOT TO 42" .I NEW STEPS DOWN --- / - API 5�/• TO EXISTING DECK DII A--11 RE-USE EXIS ING TOILET-- A 2 9b P.E-USE EXIS mG emu SCALE: AS NOTED _ Sy 1� �icl .7esO' I, DATE: DECEMBER 7, 2007 TOP OF DECK(PRO.ECT) 4'-O�3 4'-O�B 1 j 13 9y' $'-10y' S-1C1y' 3-9y'� EXISTING DOOR BY PELLA. EXISTING POOL I �I I I' '- 19 4' _ '! _ • LINE OF BEAM E. n O SOFFITABOVE 1 EXISTING SPA ) j COVERED PORCH SUPPORT POST TYPICAL DECK:5/4 X 4 MAHOGANY DECKING OVER P.T.2X10®16'O.C. 1 I: 'I SUPPORTPOST - PROVIDE GAS CONNECTION STUB-OUT LE 13'-3y' 1'$'I B'--0�8 AT THIS LOCATION FOR GRILL IT NEW FIRST T j - EXTEND COLD WATER SUPPLY LINE WITH WINTER `' LINE F ROOF ABOVE SHUTOFF UNDER DECK FOR FOOT SHOWER AT THE FLOOR PLAN r----- NEW RAISED DECK AREA, BASE NEW STEPS DOWN ELEV-35.50' OF THIS STAIR.INSTALL SHOWER HEAD AND I I I TO EXISTING DECK L----J VALVE. �1 I EXISTING DECK _ARCHITECT TO LOCATE DRYSTORAGE AREA .. TO REMAIN _ B UNDERNEATH DECK PLATFORM.G.C.TO BUILTA NEW POSTS AND RAILINGS A O HINGED ACCESS PANEL TO MATCH EXISTING LATTICEJ TO MATCH EXISTNG q11 MATERIAL WITH A WOOD CONSTRUCTION 4 -- -. .-...._.... ,._._...' .._._._ A-04 13,$1 1 WATERPROOFED BOX BELOW EXISTING DECK, MEW PAINTED LATTICE - 6'-5--- 1'-B' \ 2 q•_g• B'-2/4' INFILL AND TRIM TO MATCH EXISTING B NEW p I ID-9T FLOOR PLAN SCALE: 414' 1'_O• GENERAL WORK NOTES I. GENERAL CONTRACTOR (G.C.) TO MAKE THOROUGH ` 7�( E VISUAL INSPECTION OF PREMISES PRIOR TO SUBMITTING ICK 1tESil)LNIA PRICE DUE TO THE EATENT OF WORK REQUIRING FIELD `J(IJ 14'-9y' VERIFICATION AND INSPECTION. ADDITION ' 4��• 2._g 1'-93/q• 3'�IS/8 2. ALL WORK SHALL MEET OR EXCEED REQUIRE ME MTS, B ''�� REGULATIONS, CODES OF THE MpSSp CRUSE TTS .STATE '1 1D'2�n UNIFORM BUILDING AND FIRE PREVENTION CODE, AND THE 285 BARTER HECK ROAD ORDINANCES OF THE TOWN OF BARNSTABLE ; AND OTHER AUTHORITIES HAVING JURISDICTION. MARSTONS MILLS, MA 02648 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT 1 1 7 B /B APPROVAL. THE CONTRACTOR SMALL ARRANGE FOR ALL REQUIRED INSPECTIONS PRIOR TO FINAL PAYMENT, \J 4. G.G. SHALL FOLLOW ALL MANUFACTURERS SPECIFICATIONS SLOPE Ye'PER FOOT RIGID AND INSTRUCTIONS ON PREPARATION AND INSTALLATION OF INSULATION UNDERLAYMENT-TYP. DUCTS CALLED FOR UNLESS OTHERWISE NOTED ON .. ON ..AWING.. ' S. ALL 'WORK SHALL BE PERFORMED COMPLETE, LEAVING GENERAL NOTES: EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, LABOR AND EQUIPMENT PROVIDED BY THE CONTRACTOR EXCEPT AS SPECIFICALLY NOTED, OF. ARRANGED IN THE D WING A L OF THE 1— WRITING. HG 77" DBS II A SARNAFIL FULLY-ADHERED 6. ALL WORK SHALL BE CONSIDERED NEW EXCEPT AS aEOn IO OTHERWISE NOTED A "EXISTED' OR RE-USE'. OVne NEW PELLA SLIDING GLA55 .o&o EPOM MEMBRANE A n.OnO <r r F DOOR TO FIT EXISTNG R.O.- ROOFING AT FLAT ROOF 7, ALL WORK SHALL BE FULLY GUARANTEED FOR NOT LESS AREAS. THAN ONE YEAR FROM THE DAY OF FINAL ACCEPTANCE CIZPD B 44e V.I.F. PROVIDE NEW CASING 8 TH THE PROJECT BY THE OWNER. B—L BE ' ^, O91 .FIRM TRIM. oR111 a PPF N-1.n O. THE C6NTR4CTOR SHALL REPORT ANY DISCREPANCIES OFCT/ IN THE PLANS AND SPECIFICATIONS TO F MNC ORC VE nICHOLAeF O THE ARCHITECT. THE CONTRACTOR SMALL VERIFY ALL CON D ITION9 AND DIMENSIONS PRIOR TO STARTING WORK, S OR DISC An_O 2O1 ® FOR PROPER LAYOUT. VERIFY ALL ITEMS PRIOR TO V l—, SHOP c l BED ROOM ORDERING. n IIII T. a n 1.FOa o BE B THEK SLOPE O PER FOOT RIGID INSULATION UNDERLAYMENT-TYP. �9. CONTRACTOR TO LEAVE HOUSE AND PROPERTY IN CLEAN AND READY TO BE "LIVED IN' CONDITION. i THE WOaL 119 COMMENCED. ALL CLAIMS FOR ADDITIONAL WORK MUST BE APPROVED n 1 RE TO PE uSED AN �- NEW RAILING TO MATCH—1 WRITING BEFORE WORK IS BEGUN, OTHERWISE DR .1— A.E TO SE SCALED D NO EXISTING-SEE SHEET A-12 THERE WILL BE O OBLIGATION BY THE OWNER TG TYP. I _ REIMBURSE THE CONTRACTOR.. EXISTING CHIMNEY 11. G.C. TO VEP-IFY EXACT LOCATION OF EXISTING HYAC AND POOL EQUIPMENT AND COORDINATE RELOCATION OF I I UNITS TO BE MOVED PRIOR TO CONSTRUCTION. i` GENERAL ROOF NOTES Y j r— 1. ALL RIDGE CONDITIONS SHALL HAVE CONTINUOUS � l `I B RIDGES VENTS AND WOVEN SHINGLE CAPS. v 10 'D 2. ALL VALLEYS SHALL 6E CLOSED WITH CONCEALED - -.-1 FLASHING. l � es ...LLL Z.�IIN�Fl rTULLY-4DNEREU 3. ALL HIPS SHALL HAVE WOVEN SHINGLE CAPS. ' -- .060 EPDMI MEMBRANE 4. LOCATIONS FOR ALL ROOF PENETRATIONS(PLUMBING / ROOFING AT FLAT ROOF STACKS,FIREPLACE FLUES.VENTS...)SHALL BE SUBMITTED MAIN MSE _ AREAS. 1� EXISTING SECOOUND FLOOR I i 7 TO ARCHITECT FOR GPPROVAL PRIOR TO ROUGH-IN. .EXLSTING 1 WINDOW / I I I ^ NICHOLAEFF ARCHITECTURE DESIGN _I 812 MA W STREET -- SLOPE Y'PER FOOT RIGID OSIER VI LLG,MA 02655 INSULATION NDERLAYMEN--TYP. _ TEL.508-120-5298 I) I. I \i FAX 508420-2240 W W W.NICHOLAEFF.COM 7'-10YA. I I I ry I NO EAVE OV� I 'I NEW CHIMNEY EXHAUST THIS AREA f SEERHANG/DETTP.AIM ILOCATION COFFER SCUPPER 3323F 3323E COPPER DOWNSPOT TO BELOW DECK "� \ ry B NO EAVE OV P.HANG/TRIM ! I \ \'.•\� THIS AREA TSEE DETAIL MAIN HOUSE-DECK - EXISTING SECOND FLOOR 4 r! /'/12 - CLOSED VALLEYS // O TYPICAL v /� L COPPER //i ` I I - / v C. Fm17L \ '�� 1 ` /- j, PROJECT NUMBER: 33 1 3323E ^ DRA\JN BY: OJO T `I c -� 1 I � I /�1cjz• 6L�. 1�� SCALE: AS NOTED A-—__.T I\ n /� NOTE:ROOF OVERMAN-- DIMENSIONS ARE MEASURED /�n FROM FACE OF STUD TO T ( Ii DATE: DECEMBER T 2007 3' • 7/12 IB j EDGE OF TRIM TYPICAL(SEE DETAILS) ry WOVEN RIDGE CAP W/ % \ CONTINUOUS RIDGE VENT %r TYPICAL. / �� \\r —_ —•T \`� - \ I , 1 2 TITLE TLE TI ROOF PLAN (ADDITION) (SECOND FLOOR PLAN) 21 0 T V 19�1_ �'i _�------------- ----------41 (/�`''IIIIII I�'II�IIf��IIII'II{IIIIII�" 21`1• 2 1t 11 . ROOF PLAN SCALE: 1/4' = T-O" I floor PLAN AT TOWER SCALE: 9/4-= 1'-O' � L GLICK RESIDENCE ADDITION A08 .,'.:;I 285 BAXTER NECK ROAD MARSTOHS MILLS, MA 02648 \ I 7 1-=J 4 �T — - L.C.COPPER FINIAL 1- -- - - - -- -V ...... STERN CEDAR GENERAL NOTES: p SHIED CEDAR (TO n A N A MATCH EXISTING ROOF) nnGGecnenrs,no A C31 _ A11 N n O IpTYP N aPaoPeRr. o= ooaEVG n�u�onne r. rNe oe - ..... -_. WO E \ V RIDGE VENT W m -IT _ ] i \.,,_-. az __ xl Q! n n r N - / / rneaear Aae own aenAln T U. . EST R a e�T n� _ 1 /�2 / \ WESTERN OI m� swnLL oe rvrl-iieo - or Fan G SEtONO SUBil00fi j 'r// 3 P,N RED CEDAR pl oR cOaFoani on Alm � � 1� � I j� I \ 7 91-11113LCC ITO I r WI1'u SPEC C r'YY veaniss�on : F MATCH EXISTING ROOF U 1 = R e rv�Cna�AePF 1 A EL=50.50� .__ S.-T. -_ E%Sa927't1NG NEIGXI _ ..��....-. _ -„' ._� _ .� - .5'J n - .. - _ �.:.::-a-.w� S � A RR R YP ` Tne ua wants s ' ALIGN j- FTTHR ARCHITECT I—- _ — oar ervro 0 e w nes connsncec -CONTINUOUS 1•SOFFIT VENT WITH P.A BRONZE SCREEN PAINT FTER ENDS BLACK(HOLD 1151LATION BACK FROM VIEIJI W j oaaw nGa ARE To RE ...-nL !I EXPOSURE)ALL CORNERS T WHITE CEDAR SHINGLES WITH 5' 0' �� O BE ml= I I I I _ _ .- I d p .II --I '+/OVEN).STAIN TO MATCH EXISTING 3 to RE-USE EXISTING DOOR j I 'li CHADSWORTH POLY-STONE I L 1 CO .TYPE II DESIGN SERIES zoo �J L 69 CENTER POST(ABOVE)ON COL m _- -—._..._._- -_-_-_ _..-�-- ....L._L � ��II -_: -•-�- ....- ..._. ._ ..".____ _ IflE-lESU830.00� -.y"._�. -- RELOCATED PELLA DOOR, j I j PROVIDE NEW CASING AND TRIM. :nI -h i0P OF wnu rov I j I "RR EXISTING HOUSE I i jElP R9.p3 9_._._.,.. _ {- _ -_.__ .._.....__ ._ - �_-_ _ ._____ T01.1 9tAe'I- --.-_. T _--_.____ -.. ._..__.- ._ i _._._ -- __ f1-2902 ;J MCHOLAEFF ARCHITECTURE+DESIGN 8IE MAIN STREET OSTER-508-4 MA 02655 TELFAX 5U&120-2240 I I WWrW.NICHOLAEFFCOM I J SOUTH ELEVATION SCALE: = T GLICK DOOR SCHEDULE-14 NOVEMBER 2007 INTERIOR DOORS DOOR# ROOM LOCKSET MANUFACTURER jPRODUCT4 SWING DOOR SIZE DOOR THICKNESS IDOOR FINISH JAMB THICKNESS COMMENTS 1 OSD CAT13BEAN ROOM IDS POCKET DOOR HARDWARE CUSTOM SLIDING FRENCH DOOR I DOUBLE POCICET'DOOR i_)T'-6"x S'-0" I7/1' Painted _ �I!2" �1:"1'(11l:'1STI NG FIOUSP.STANDARD I fi7.4 BATH'[07 PV HINGEI)RIGHT ----2'-6"n 8'-0" 13/4" Paultzd '.I^" MATCH EXIS'iING HO[!SF STANIJ:�RD PROJECT NUMBER: 107B BATH.107 BIFOLD IIARUW'.41LE BIFOLD-SINGLE,RIDGE LEFT 3'-0"x R'-0" I)/9" Pained 3112 MAICII EXISTING HOUSE STANDARD DR.cWN BY: OJO EXTERIOR DOORS SCALE: AS NOTED DOOR# ROOM LOCKSET MANUFACTURER PRODUCT# SWING DOOR SIZE I DOOR TH]CKNESS DOOR)=1NISH JAMB THICKNESS COMMENTS GATE: GECEMBER ? 2007 ?J4196 e.. . ';': FOL;RTAIVEL(03LYOI SL141I$GdJ09R - .J3. :CAkAIDI:A`N.ROOM.JOS r :-..._, F,I.LA.,. .. ,•..... . . ::. ..... .... . _. ,..._, 7WOPhNL4,.fX0 S1�IDING:DO:OH },� n. . 1 Q.. ,. ARRlF3 APIE D 10�:•I : .. . o, ,.. ,,•..,t :,. ..P.ELLp...CUS�TO. ,S .. . .. .. _. ,.: .THRECIANEI.(OXOYSLIDING:DUUR ..:- ... " .. '. ...... � :. - '...,'�. _..;CUSTOM SIZE:DOOR B\PELLA GENEi2AL NOTES ----CODE --- - ___-- TITLE Fix FIXED DOOR PANEL - WINDOW SCHH_DULE KE KEYED ENTRY WITH MORTISE LOCKSET.KEY ALL NEW DOORS TO LIKE BUILDING ELEVATIONS NOTE CON A'1 TRACTOR TO COORDIN 'ESCHEDUL£WrrH DRAWINGS FOR SIZE-OPFJtA'r10N,RFPURT'ANVULSCR£PFNCIFS TO ARCJMTWr pq$$ =PASSAGE SET .. PV =PRIVACY SET :UMrYi^ WMDOW;TNPE ::i'::,MANUFAC`.ITiRkR 'PRODUCT,#.. . '1FRAMCSiZ£' R:O:SIZE(MbXrU COMhffir'TS : „` :- .:.. ---..---_ - EXTERIOR DOORS BY 1 FIXED OVAL - _-FELLA 243G i __ ARCHITECT SERIES±/ILT___ Inters Duors—� 1-3/4"Thirkness DOUBLE HUNG - ELL 2953 ARCHITECT SERIES W/IL7 F.xle�iar Doors =2.114"Thickness AL G C i eld` ifyates all Iamb th ckness dimen5bns poor to fa6ncahnn INOTE: Sh N g-ntlicales exlenor doors by Pella ALL NEW WINDOWS AND DOORS TO MATCH EXISTING HOUSE STANDARD-V.I.F. Shadingdicales reloceted dno nndovrs DUDE AND WINDOW SCHEDULES ScE: 114' GLICK RESIDENCE ADDITION 2 A07 A09 A09 285 BAXTER NECK ROAD MARSTONS MILLS, MA 02648 L.C.COPPER FINIAL42 12 T� 7 / \ Ti- ^' / GENERAL NOTES: Fos INO WESTERN RED CEDAR n n - -_ T c ROOF SHINGLES fT0 e — � � � - - �-- _-� - H ❑�� MATCH E%)STING-ROOF) n � a � im I p= 7 R4 ucLo.ears WHTE CEDAR SHINGLES WITH o Bu>.T�orznez oE.V aE nic«Or.aaCs=ee n.IP slno n 11 / �7 _' I 3 �mb'EXPOSURE (ALL CORNERS TO BE WOVEN) 7 c«ITecTan I. ...... - _ n I a. :. "Y EL-5650 ..SRO_N_D SUBRWN 'U .T Ex511NO IX IC IaEwlrt 10 .._.RELOLASEDP _... ..... _ - - .._.._. EL=5o SU �� All TO 11 111111T o i«e ..__l.E—7 -WINDOWS,PROVENEW ........ _ - _ - ...._ .. = aE=oae YY -_ _ - .... _ - y. ..._.MA`TC., _ .._ -.. r«e vote«...,connEl•eEo .- ....M1TGH EXISTING VENTILATED BEAD-BOARD SOFFlTpwnvmas<RE er ®UNDERSIDE TO MATCH EXISTING R - '- ..- .. .. 3'-.-{III I' __ o be scn LEon o nn 30� W IT CHADSWORTH POLY STONE i 1 .,.I S I --. _ J ....... ... -. ._. ._.. ....__ .. ._ .. .. _.. - .. .I ..... W 1 }t(F O COL.TYPE B DESIGN SERIES 200 .. UI I a CENTER PO5T(ABOVE)ON COL. .._ ... .... -_. I _. _ ... .... I .. .. .:.... .. ..., a = 1 1/4'X 1 1/4-BALUSTERS a 6-O.C. .._ - ...-... I�I {F_ ._. .. ... .. .. .-. .. 1 c IL TO MATCH m Q EXISTING RAIL DG.A(MAHOGANY PAINTED - _.:.--i I _..-. _ :.. - - ...: ..._ _ :.... -.:. .. -. .:__ .I. �I m SAME AS TRIM POST CAP ISLAND .._. ..CARES.�L+lAflOGA.CIY.`NQSwiG O POST CAP NANTUCKET SERIES). I� r ACCR 5_FAGE OF NEW FIRST SUB[LOOP WALL "Y Pq CUSTOM-PROFILE PANTED CYPRESS �I SILLS AT DOORS AND WINDOWS BY G.C. t- 1 - SDO TYP.TO MATCH EXISTING(MAIN HOUSE) �� -�EL=355U' l• I �I i I I ( I'I I I lOP O[WNL .. t � I NEW PTD TRIM AND LATTICE FURR-OUT NEW FOUNDAN WALL WITH INFILL TO MATCH EXISTING 1.3 P.T.STRAPPING 4T 14. O.C,1/2"COX I AT REBUILT STAIR PLYWOOD,PTO CYPRESS TRIM AND _ LGTTI E INFILL T MAT H EXISTING _- c oTRIM I L� LOP OF STAB _. __ - —._J_- _. _—._ _ --__.- _. _---. __ ._.-- _.. __ - - AP EL=29AR I PELLA ARCHREGT SER436--LITE TRADITIONAL OVAL WINDOW I I � NICHOL4EFF ARCHITECTURE+DESIGN EXISTING HOUSE 1 812 MA[N STREET v I I -WHITE CEDAR SHINGLES OSTERVRI.E.MA 02655 WITH S.EXPOSURE(ALL FAX 508 4 0 224E CORNERS TO BE WOVEN). STAN TO MATCH EXISTING WWW.NIICHOLAEFF.COM. d� i0 iOPOF FUOPNO —� EL 'ATLM IXIBLIFiG EAST ELEVATION ?R.OJECT NUMBER: DRAWN BY: OJO SCALE: AS NOTED 1 DATE: DECEMBER 7, 2007 TITLE BUILDING ELEVATION A ,, 0 �� CLICK IGESII)TNCE ADDITION A08 A07 - - _ 285 BAXTER NECK ROAD MARSTONS MILLS, MA 02646 i 92 - ]� y ] GENERAL NOTES: THE... om - ... en WEOF.SHINGLES GLES(OAR -� Once k WC 6 IN'ILL CF T OEe3 - -ROOF SHINGLES(TO - - 32 F 32 F /^tt WESTERN RED CEDAR. W p,carep THe n n W 'MATCH.EXISTING ROOF). -_-- Q P ROOF SHINGLES(TO o r mO _ —_ _ .\ -.... O OIQ .._...__ __ -- MATCH EXISTING ROOF) W�� a. Pa OPERnioono P r r P OES Gna TT i PER peaene xl ar_ T ' ` .-EOF aM I 'rw -.,Id= 12 12 _-- WHITE CEDAR SHINGLES WITH fi' O�`o� nE PeR3on,eP, m. \ .I iQ 'it'll' I III.:I' „�I II '..I.i. I ,,. _ _ - I 'Q ..�,�] / ..;�] aaA a _ .:i 1 .I- /^- - EXPOSURE(ALL CORNERS TO BE m j oa-ALL "" !!. • 1 I' III I' l ii II I:•'!I '' Y -4 Im WOVEN).STAIN TO MATCH CxmTV1G � Hn,59 tln - : - .. � �:li liI� i•,! 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MCHOLIEFF ARCHITECCURE+DESIGN SHOWN HERE)AND COORDINATE REILOCATION•OF (o UNITS TO BE MOVED PRIOR TO CONSTRUCTION. _ - REFER TO BASEMENT-FLOOR PLAN FOR DETAILS. , :loPar fWTING GS812 MAIN TTEL ERVR.LE.NW 0 55 EL TO ,TEN ExIsrR¢_.._ —_— _.. _._.__. ---_ _.. _ ._. ._--.._ _.. _ _ icnlwroxsnnG _ -.__.__._ — ..______... _ _._...._.... .. .. .. .._...._...... ... _._. _.. ... ...____. _ _...-..._ -_ WWW.NICHOLAEFFCOM DP or NORTH ELEVATION =;GALE. ;� = I VEST ELEVATION SCALE: PROJECT NUM6EP.: DRAWN BY: OJO SCALE: AS NOTED ) DATE: DEGEMBER 7, 2007 TITLE NORTH ELEVATION WEST ELEVATION m Aft �F ij mwa <� wop y G '� [tea( ��00 F W ia1..1 J 0 d"° °o`bau �, f "� E�w«p J m 0 m W �p u ^ aF L °o"° w pom o oox 0 W a o°a o = "° o I'� �'^'^� 0 L W I I q Kz L= °Li'° a �Lwo n F�tE � uj r L 0 1 W L W ! 7 utN L a < wca`-s 3 x 3 J W WI m coQ l7 ra6'. aaowoa jrpen oa iz �) Q •Q f- ( j Jj 1 �b34 V3H'O'9•OL-•9 i � „ LLwna0uG wJLa�aUWN9a�KIm0zQf_iI FUWO=Wr3�-F�wpO�Z0Q amWK'JafQON-WI�tj oWZ3LLrLO aNwp�NNa= ja 4 W_ )m ]NU0t 0 U�OIW ]W9 1 Oj Jtuz3, pm O O mU�I"0�FWN WLL�JzrKW0 al 05 m ()5� 40 p m w N c 0=. r , u O a00= ,OW -U0H fw wOHy o° O K pWJJ J J °0 O 1Uu 0 rw0 r"6F LL R- l 0 U 0 " a u1rO 4 NtF u a 1 0- - OFOJ < CK O-W 43 I 0 00,1" l F* OF ¢HNT_ NH 1,1 UdW ! a0 UNj 0 �N A-' J nW�LL O WI OIiWN� Fip WOU tt0 UT. 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CEDAR ROOF SHINGLES PERFECTION GRADE,#1 12 \ 12 " \ BLUE LABEL OVER CEDAR BREATHER OVER - GENERAL NOTES: ROOF:FELT OVER 5/B'GDX PLYWOOD TO MATCH EXISTING(MAIN — ' - , TIE DNAvinG Ano nIE OF TIE iDEAs PELLA ARCHITECT SERIES CLAD WINDOWS .. - .. ._... y� V I___ i I :. ,: .. __' -- " f_,• .-. ..: ..-.. .. - eN'III. W/'CUSTOM-PROFILE PAINTED CYPRESS n IK '. r .- _ ___ -_- ._. W SILLSUP�LIED AND INSTALLED BY G.C. 1 - -" A11 '-"- -'- - _ -_ ...- IICHOII TY / .... ... �......._..._,.. I _ .._,. I Y ... ...._ _- A A T bIQ TYPICAL ROOF CONSTRUCTION:WESTERN RED .. .-_ 12 '�_ :. J^ ,�,' `.I t :: � -..- i .... � • .. _.. - TIE PROPIIY ono c ro W CEDAR ROOF SHINGLES PERFECTION GRADE,#1 9,_O. ;I "- - •,-'- 7 / "' "" ""- , -.. -... A x 1 an _ BLUE LABEL OVER CEDAR BREATHER OVER 30# _ I; .'•'.,<:.. _.. .... .. N'•"' "-3" -._.. _ •.. ... - .. - ROOF-FELT.OVER 5/B'CDX PLYWOOD TO MATCH O� •I ] + --- / ! .-._ ....- ^, E I� ( - - O 7-B .. _ -_- .__. ....._ ......_ .,. _ E ... m EXISTING(MAIN HOUSE) �2— i "• -- - .: _ - J Ission -•• 'i:: -�?-, .._..... .... .. _ OF THE Flan DOZEVE nK FO�nEP Oa W _ f-�i. - .. ..__-_ _.. 7 - _ SECUNO SUBfl00R_ .- .� _- __- - __- - _ - - .i...... - - - - _ ._. _ ...... AnT ERaOas noa DI EFAn ° N A aE GAG EFoa CM1Nc¢81NG NEIONf HE 12'CHADSWORTH POLY-STONE I _ COL TYPE 11 DESIGN SERIES 200 -I --I - -- s I IO I S \L2.10 JOISTS 0 16'O.C. B �, :_ ._. - TIE Ivoar aQ s connEn~eOOrsE TaE CENTER-.POST(ABOVE)ON COL. I - IO I W I\ N-W10x15 STEEL BEAM SIM 10 e r - 125.9.25 LVL RIM JOIST l - Nenslons AnE r _ D no J �- t E H I x I 3.Sr.9.25 LVL 1 - DaA �s aE ro 6E - _I rc u .1 xt it H m 006 w I I I I >rn A s�ALeD. mI. LL ` ° I ��''LJI� (' .. _ o ° COVERED iP�CI V W CA EA OOM u c O 4 1 4/4'X 1 1/4'BALUSTERS a 6'O.C. %1-0+6 = I F j - iD? EXTERIOR HANDRAIL TO MATCH H DECK I� ° ! - - O EXISTING R RI MG.(MAHOGANY PAINTED 6 m m t - r LL 7296 ! K DI I I I 51M 9 1 m SAME AS TRIM POST CAP-ISLAND 1 \ - y 2 T p ° X O C U L POST GAP NAHTUCKET SERIES). ]296 i i PROVIDE SIMPSON GALVANISED 40U66 j .. - ---------- ------- -- ---- 7�D STANDOFF POST BASES BOLTED TO II ---'----- ------ ------- -----�- '- "' in THE TOP OF THE 12'COLUMN USING A r� I I NEW FLOOR JOISTS '1 7/B'TJI/PRO 250 16'O.G.11 ® 12°x5/B"ANCHOR BOLTS OR A HILTI 5/e' �- AT 16'OG I RUN CONTINUOUS. I I -I f -._ TOP Oi WpLL DI4-KW)K-BOLT. LIGHT FLUSH FLOOR 3.5°a11.675' -_ -- 1.]E'fJ-W TIMBERSTP-AN IY 1SL --- _ - "----- %'TJI I it 3X'.117/,'LVL SUPPORT COLUMNS:6.6 PSL POST DOWN TO 12' DIA SONG TUBE WITH BIG FOOT FOOTING INSTALLED E UNDISTURBED EXISTING SO- j I __ f CONTRACTOR TO VERIFY M FIELD EXISTING SOIL N - CONDITIONS. 1 EXISTING CONCRETE FOUNDATION,TOP AT i CrOTING TO I FOUND4TOOi WALL FO REMAIN AS IS IN THIS EL V,135.50'.REFER TO EXSREMAIN-TYP.— LOCATION.REFER.'r0 BASEMENT PLAN FOR _ TING FOUNDATION PLAN AND BASEMENT FLOOR DETAILS. I I NICHOLAEFFARC=CI'URE+DESIGN PLAN FOR DETAILS. I I I 812 MAIN STREET I I - OSTERVnJ-E,MA 02655 TEL.508-420-5298 WWW.NICHOLAEFF.COM I BUILDING SECTION THROUGH CARRIBEAN ROOM SCALE: /4' _ "-O' 1 PPOJECT NUMBER: DRAWN BY: OJO SCALE: AS NOTED DATE: DECEMBER 7, 2007 TITLE BUILDING SECTION HEAVY FLOOR BEAM:WI4AXX STEEL PARALLAMI BEAM RUN CONTINUOUS GLICK RESIDENCE BA�1RQOt� - - --— — -- ADDITION-- - EXIST !G - 1 285 BAXTER NECK ROAD \ SARNAFIL FULLY-ADH RED 060 EPDM MARSTONS MILLS, MA 02648 WD JOIST HANGERS -1 F' MEMBRANE ROOFING AT FLAT ROOF AREAS. b p SIMPSON IUT14 ACE t �� m T W MOUNT i 0 0 1 O S= 'OA JOISTS °o ' 4., l m m , ' I e SECp D SUBFLOGR_ _ ._ EExL mwI SE .sDD BRO -c cc LwG x El.. .�. .y,.. .. GENERAL NOTES . _ -; a< Ins e en.e�n TwEft Tno a;n Cx �. gEON OR RERESEITED j J _W INTERIOR STUD WALL TO BE DEMOLISHED. ARE P T Itat EXISTING A F9 'TeTy EXTERIOR WALL TO BE DEMOLISHED, tig '�I ovERTroo oaEvenn 0 ID FIREPLACE- E9 w 104 x 0 - e w �h - o 4 k LIVING ROOM ° = e Rn oI 0 (1 W I m F ; NEW POLYSTONE• Q 'salA FlRsf SLRRpoR 0 t IN- COLUMN TO 11�/s TJI®16'.O.C. ors Im � Re E n;Cxo�a�FF I. MATCH EXIST 1 0 VL RIM JOIST f100R 30 c �.ecs no n L _._ ' El �k—... TO DE BRO-IGHT TO TIE G.G.TO VERIFY EXISTING BEARING WALL: rTFnT on Ro re<TseeFORe AND PT SYP AT 16" DOUBLE TOP rwE woax was conn_nceC \ j AND BOTTOM PLATESS SHEATHED WITH .1/2'PT CDX WALL TO REMAIN. mI EXISTING TJI FLOOR iDP OF WPLL OIMEn5iG n5 e JOISTS TO REMAIN --JOISTS RUN CONTINUOUS THRU,CUT BACk SHORT WALL,NO BEARING REQUIRED. PROVIDE 1.3 PT.STRAPPING AT 16'O.C.. EXISTING 1/2'CDX PLYWOOD,PTO CYPRESS TRIM STORAGE AREA AND LATTICE INFILL TO MATCH EXISTING rvl I EXISTING CONCRETE FGUNDATION.TOP 4T - '1 ELE'J.-SSSO'.REFER TO EXISTING _ FOUNDATION PLAN AND BASEMENT FLOOR - PLAN FOR DETAILS- j -- EXISTING CONCRETE FOUNDATION.TOP AT - ELEV:55.50'.REFER TO EXISTING FOUNDATION PLAN AND BASEMENT FLOOR PLAN FOR DETAILS. MINIIII ERIFY OP OF FOOTING TO MATCH EXISTING WITH ioF o'FOiXG — ----- ---- -- --UM OF�4'-0'BELOW TOP S_laB.�GG TO WCx _— V ON FIELD LOCATION OF EXISTING FOOTING. BUILDING SECTION THROUGH DORMER SECOND FLOOR SCALE: 1/4" T f st gI � NICHOLAEFF ARCHITECTURE+DESIGN 812 MAIN STREET OSTERVILLE,MA 02655 \ TEL.5OS-4-0-5295 FAX 508-420-22wR) WWW.NICH LAEFF.COM ly A11 _. 1 SARNAFIL FU�_Y-ADHERED .060 W EPDM MEMBRANE 0 Q f ROOFING 4T FLAT ROOF 4REG5. toIG {- _ 10-___ 9 - - PROJECT NUMBED: i p iW D W - DP.AWN BY: OJO o]i 10 SCALE: A.S NOTED 11 e^TJI m 16'O.G. 3Y".117,^LVL RIM JOIST DATE: DECEMBEP 7. 2007 EL-35 50 EL.]5 ' I PROVIDE-.1 P.T. ,1/2,COX __...._.., I� NG AT D O.C..1/2"CDX PLYWOOD.PT CYPRESS TRIM AND LATTICE ICE ISTI TITLE TO MATCH EXISTING I!- I I l 2 BUILDING SECTIONS APPROX.GRADE E�E BUILDING SECTION THROUGH FLAT ROOF SCALE: = 1'-0" 1211W WESTERN RED CEDAR ROOF SHINGLES-PERFECTION GRAPE 5/8'COX PLYWD.- 2%6 INSUL.STOP - S/6•CDX PLYWD. - 2X6 INSUL.STOP #1 BLUE LABEL SHEATHING BETWEEN RAFTERS SHEATHING BETWEEN RAFTERS ( ` �l 12 CEDAR BREATHER WESTERN PEP CEDAR ROOF WESTERN RED CEDAR ROOF 6LI(:I( RESIDENCE ] CONTINUOUS SHINGLES-PERFECTION GRADE SHINGLES-PERFECTION GRAPE T �\z ICE AND WATER SHIELD 11 BLUE LABEL. #'I BLUE LABEL AI)I)I 1 I`��T y-' TO 36°ABOVE EAVES TYP, 12 �p INSULATION.VENT \ CEDAR BREATHER— � 12 ✓' CEDAR:BREATHER.— BP.FFLE.CONTIN. �. \ 30tt FELT TYP.ELSEWHERE CONTINUOUS �., CONTINUOUS r 2 __- - ] ,(AT OATH.CLGS t�/-1 ! '\ ICE AN P WATER SHIELD ICE AND WATER SHIELD SIMPSON HZS TO 3W A60VE EAVES TYP, TO 36'ABOVE.EAVES TYP. 2$.5 6AXTER NECk ROAD 30u FELT TYP:ELSEWHERE INSULATION VENT 30#'FELT TYP.ELSEWHERE - INSULATION VENT MARSTONS MILLS, MA 17i646 HURRICANE TES TYP. \ .y"/ ALL RAFTERS \\" ��`` 16 OZ,L.C.COPPER 'APPLE CONTIN. gpFFLE-^,ONTIN. 2X'IO RAFTERS \`` /;! (AT OATH.CLGS) _ (AT OATH.CLG57 ORIPEDGE CONTM. 16.OC. -_ -- - �:,. SIMPSON H26 SIMPSON HIS T R r HURRICANE TIES TYP. 16 OZ.L.C.COPPER HURRICANE TIES TYF. ALL RAFTERS ""%I 5 ONZE MESH - I ,) j' ORIPEDGE CONTIN. y. ALL RAFTERS INSECT SCREEN .. .. 1'. I .' I/ .. 2X40 RAFTERS Vlyl 2%10 RAFTERS M VENT SLOT __.___ _-_ ,v„\ ,.—,tin ORIPEDGE CON-}_.._.. _ 1 % ®16.O.C. _ ....-._ ^} 2XIO O.C. 16 OZ.L.G COPPER I / PAINT UNDERSIDE _ _ __ _OF RAFTER TAILS I i - ,J - - BRONZE MESH BRONZE MESH -'-'� PAINTED CYPRESS EA IF `f. 1 \ _ BLACK(TYP.) I" -" Il INSECT SCREEN TRIM ASSEMBLY ®yENT SLOT -t•- �� INSECT SCREEN PAINTED CUSTOM 'II' I� / j m VENT SLOT F PROFILE CYPRESS - j y -- PAINT UNDERSIDE v j 6. L GENERAL NOTES: TO MATCH EXISTING HOUSE( R - _X.._VE �T FAINT UNDERSIDE BACKBAND(MATCH EXIST) OF RAFTER TAILS t T VENT SLOT CONTINUOUS PAINTED CYPRESS EAVE I ( 11 PAINTED CYPRESS EAVE I _ BLACK RAFTER TAILS I 51' TRIM ASSEMBLY �• BLACK TYP,) TRIMFULL S ASSEMBLY r" 'LACK(TYP.) v n B 6 - SEE FULL SCALE TRIM PROFIL { -- PAINTED CUSTOM SEE FULL SCALE TRIM PROFIL k' 2 1O THE ORP InG Pn0 i.L of THE ,OI_ s 5 1 6 BACKBAND 1i I PANTED CUSTOM naannGenerTs oES Gns pn0 puns 1-V MATCH EXISTING HOUSE! '. PROFILE CYPRESS r I. - ITO MATCH E%(SYNC HOUSE) 1 PROFILE CYPRESS BACKgpND -- ------{� 1•VENT SLOT CONTINUOUS "j \ 1'VENT SLOT CONTINUOUS---L —i n , 2a:I I SB { 3.5 X 11,B75'1.5E .Y+2 1 51 -I I1 _ TIMBERSTRAND LSL MEMBER/ a l j 11 H _ GUSTO -PROFILE PTD _ '.- / --"_ Y Ill > r sn n 10 POPLAR INTERIOR TRIM EXISTING ALIGN AD WITH IIII E 0 By c — (TEMPLATES TO BE LAMINATED PLYWD. Exc r P .r _ PROVIDED:BYARCHRECT) 2 j I jl:II O nnr I.,s,on PTD.POPLAR EXTENSION HEADER II JAMB AS REQUIRED L.� �1+ -1 r I'll SUPPORT POST WOLMANIZE3. D - ', _ SUP 3O PARALTALM MAPS1 -—" VEtiTiLATED 3l4"BEgGEG- r COLUMN.ALIGN W/ENDS OF 1-T_ 1 BOARD SOFFIT ON 2X6 COLUMN.A1_1 G BEAM. rY Y RAFTERS o16.O.C. vac I THE s <n� TLI T. BE BROUGHT To TRc --- !- ----- - - ---' - —PELL4 ARCHITECT SERIES AT CLAP WINDOWS TYP. TEE O THE 1 N IS—— eE � - THE 11-TI N roaK wns con: n::Eu. ". 1 nlNEnsfons >ae Tc ac USED tnc no TRIM TYPE "B1" AT EA`'E SCALE: 1-1/2" = 1'-0' TRIM TYPE "Bi" W/ WINDOW HEAL) SCALE: 1-1/2"= 1'-0" 4 TRIM TYPE "B1" AT PORCH scA 1-1;2"= 1' =.A.IN.- ARE To E. __E. WALL CONSTRUCTION:WHITE CEDAR SHINGLES R H R 5•+-EXPOSURE OVER. - - 15#FELT.1,/2'COX PLYWOOD TAPERED_n P.T.SLEEPERS m 16'OC.- -- - SHEATHING 2X6 NO2 OR BETTER SPF Y'PER FOOT STUDS m 16 O.C. R-21 K.F.FIBERGLASS 5/4 x 4 STRAIGHT GRAIN DECKING TO INSULATION.1/2'BLUEBOARD W./ � MATCH EXISTING VENEER PLASTER,2 COAT SYSTEM PER POOR TAPERED ROOF % /�I INSULATION 3/2n10 HEADER : : / �-$ARNAPIL FULLY ADHERED 060 - Wi 1/2-PLYWOOD FLITCH TYp, CUSTOM-PROFIT_E PTD.POPLAR PELLG ARCHITECT SERIES ROOFING- -- 1 _ t(I 96 OZ.ICOPPER INTERIOR TRIM(TEMPLATES TO CLAD WINDOWS TYP. -r HEAD FLASHING TYP. BE PROVIDED BY ARCHITECT L T �//' SARNAFI_FLASHING STRIP HOT AIR _ „I' ___ .. SLOPE RIGID INSULATION e'PER FOOT / /�� WELDED (IIII, W S LC COPPED.SILL PAN— _ -- - 1-1/^'X 4-1/2'CUSTOM-PROFILE W!/SOLDERED JOINTS 11"LSL RIM BOARD PROVIDE 2 1':. CUSTOM-PROFILE PTD. PAINTED CYPRESS CASING - - % VENT HOLES m EACH RAFTER BAY POPLAR INTERIOR TRIM .I MILLED FROM H STOCK CUSTOM 1ROFtL_MA GAN FSli NOSINTEDNG ICI �'IT :(TEMPLATES TO BE MATCH EXISTING i /- GGNT.2x WOOD HALER SEE PROVIDED BY ARCHITECT( MAHOGANY el...�NOSING BY �I r I __- _ - , PTO.POPLAR EXTENSION J CONT.METAL HOOK STRIP _ JAMB AS REQUIRED Il T V PELLA ARCHITECT SERIES : j r -� GLAD WINDOWS TYP. - Q I/I I .II MITRED CONNECTION:-- ALUMINUM FLASHING W/CONT.DRIP I III I mI c PROVIDE 45PEG ANGLES AND E45TIFN WITH FULL MOMENT THE BACUSE K(WEB FACE OUTI'INE SEW IIIIr ^ \ \\ \ SEALING STRIP / TO.PROVIDE CORNER RESTRAINTS. ICI II v (FLANGES IN).DRILL THE SECTIONS ".._ �T._..' _. �'T6G PLYWOOD •-- r II _ \ PAINTED CYPRESS EAVE TRIM \ .. - ASSEMBLY SEE FULL SCALE TRIM _-. _ ' y \ -I BI W/9/IS DIA.HOLES STAGGERED -- -L - PROFILE(TO MATCH E%(SYNC HOUSE) CUSTOM-PROFILE PTD.POPLAR �3• --- �,_ INTERIOR TRIM(TEMPLATES TO 'F->k IS'O.C.FIT A SINGLE 2x12 TO THE '\ RONZE WIRE MESH INSECT SCREEN MCHOL.AEFF ARCI-DTEC1lIRE+DESIGN BE PROVIDED BY ARCHITECT) - REAR FACE AND A FAIR OF 2xBa - I � -_— TO THE INSIDE FACE AND BOLT-UP. 1"CONY.VENT SLOT \� 812 MAIN STREET 16 OZ,LC COPPER SILL PAN %� \\\ - \ - _ e°GWB OSTERVILLE.MA 02655 j W/SOLDERED JOINTS %' V -HIP BEAMS:HSS 6'x 3'n 1/4'TUBE - --'- - I, CUSTOM-PROFILE PTD.POPLAR TEL 508 4 20-5298 CUSTOM PROFILE PAINTED / / SECTIONS.PROVIDE A SEAT.CUT \ - INTERIOR TRIM TO MATCH EXISTING FAX SUS-42U 2240 �MAHOGANY SILL NOSING BY ON THE HSS.45 DEG MITRE THE x\ j INTERIOR TRIM. 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CONTINUOUS MEMBERS BY USING 2 LAY-ON AREA'PLACEpHSS, o TO MATCH�E%ISTING HOUSE) ^_ OF - OVER STANDARD _ CORNER TIES 45 AND WELD MITRE THE -- -- -_ / jII I SECTION DET AILJ PIECES TRAND"LS 1.3E ' j �-SUPPORT POST:'WOLMgNIZED 4'x4" 1'VENT SLOT CONTINUOUS _.�/ ROOF FRAMING.ROOOFF, CONTINUOUSLY TO THE BOTTOM ilF-"" TIMBER LSL FOR- - _ .._. _ PARALLAM PSL COLUMN, RAFTERS:2n8 BRONZE MESH, _ORNERSUS PLATES,LAPPED AT /, BTR S-P-F AT 16-OZ. WITH THE HSS..RILL THE SECTION \� INSECT SCREEN _ 16D HAILS. S.AN➢HAILED W/4 EACH �� STAGGERED GEE DIA HOLES ®VENT SLOT: t6D NG1L5. % ! -- -------- CONT.ICYNENE INSULATION BETWEEN I _ STAGGERED 16'O.C.FIT RIPPED PAINT UNDERSIDE 2°x10'AS SIDE PIECES PIT TO \ ALL FLOOR FRAMING-TYP. MATCH ROOF PLANES AND 200' - j OF PAINTED CUSTOM RAFTER TAILS -2 8 PROFILE CYPRESS- RAFTER'PACKAGE. z'CGX PLYWOOD BLACK(TYP.) 5 , BACKBANP . 10 2 ' IIII,- ......... ... � TRIM �l'YPE ""�2" AT CARIIIIIEAI�1 ROOM SCP LE: 1-1,2" = 1'-0 3 R'ALL SECTIOPI (DETAIL AT TOWER SCALE: 1-1/2,= 1'-0" V SCALE: 1-'I/2" I — '2 L ((�� SARNAFIL FLASHING STRIP,HOT AIP. 'LICK RESIDENCE BRONZE MESH IN®EVENTCSLOT ! -- -� WELDED ADDITI` N WOVEN CEDAR SHINGLE I Y FULLY ADHERE,060 RIDGE GAP - PAMT UNDERSIDE "_ i .. ROOFING OF RAFTER TAILS COPPER FOIL INTERLAYMENT i PAINTED CYPRESS SAVE --TAPERED 2.PT.SLEEPERS 0 1E°O.C.- .ZbS 6AXTER. 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ALL WORK SHALL MEET OR EXCEED REQUIREMENTS, 3'-O°X3'-O'x1'-O' No.3B690 REGUL 4TIONS, CODES OF THE MASB4GHUSETTS .STATE FOOTING U E� UNIFORM BUILDING AND FIRE PREVENTION CODE AND THE 285 BARTER HECK ROAD 16'-6 q' m IONAL`'� ORDINANCES OFI THE TOWN OF BARNETABLE ; 'AND OTHER -- - -- - I AUTHORITIES NAv NG JURISDICTIO ARSTONS A 0264` MMILLS, M 8 - 1 S-O-0 �''3-��1�` �I, 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT APPROVAL. THE CONTRACTOR SMALL ARRANGE FOR ALL REQUIRED INSPECTIONS PRIOR TO FINAL PAYMENT. 4. G.C. SHALL FOLLOW ALL MANUFACTURERS' SPECIFICATIONS AND INSTRUCTIONS ON PREPARATION AND INSTALLATION OF 12°1,12`CONC.PIER DOWN ISE PRODUCTS CALLED FOR UNLESS OTHERW NOTED --- ON DRAWINGS. TO 3'-0'X3'-O'x1'-O' $. ALL WORK SHALL BE PERFORMED COMPLETE, LEAVING GENERAL NOTES: PAD FOOTING EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, LABOR AND EQUIPMENT PROVIDED BY THE CONTRACTOR EXCEPT AS SPECIFICALLY NOTED, OR ARRANGED IN WRITING a ORANInG A c OF THE IDEAS . n 9 ANGBMENTS, 0 6. ALL WORK SHALL BE CONSIDERED NEW EXCEPT AS n01CATEo T_ , l l OTHERWISE NOTED AS "EXISTED OR "RE-USER. THCRCBY A e N 7. ALL WORK SN4LL BE FULLY GUARANTEED FOR NOT LESS PR PERTYOOF OLA F, CR] lT THAN ONE YEAR FROM THE AY OF FINAL ACCEPTANCE A H1Te T nIL1— B AAN RSOn.EF OF THE PROJECT BY THE OWNER. vORATton FIRII 11 33-'12`.2'CONC. a. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES RCEPT AnI RNISSION PIER DOWN a, THE 1L4115 AND SPECIFIC;- oNS 'IUErr II O TO THE ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORk,PER P " -rV P ORD `ROUGH!TO twe PAD FOOTING FOR PRO LAYOUT. VERIFY ALL ITEMS PRIOR TO I 4—rl m —BRING. O Anp CONTRACTOR TO LEAVE HOUSE AND PROPERTY IN CLEAN T TTNEEA TB BE1'ORP L�"J TTI pIL, AND READY TO 9E LIVED 1N' CONDITION. A1.11 WOR1. HAB COnMEnCEO 0 U--' I JO. ALL CLAIMS FOR ADDITIONAL WORK MUST BE APPROVED A D no EFORE THERE WILL BE NO OBLIGATION BY THE OWNER, TO IN WRITING B WORK IS BEGUN OTHERWISE canes nGs ARE TO BE I—— REIMBURSE THE CONTRACTOR. \ G.C. TO VERIFY EXACT LOCATION OF EXISTING HVAC 2 AND POOL EOUIPMENT AND COORDINATE RELOCATION OF UNITS TO BE MOVED PRIOR TO CONSTRUCTION, 1 33-12'x12'CONC. i PIER DOWN - �'1 I TO - 2E1R2'CONC '1 II PAC)FOOTING I I I I FOOT E TIE NEW. O 4� ... i I � I FOOTING�TO��_�_- ._ _EE I I ___.._� EXISTING D TINGFOO ' I I 12'x12"CONIC. NICHOLAEFF ARCHITECTUR E+4 PIER 5-01B-1oY' Y8812 MAIN STREET _ 0 TERNTLLEMA g 55 TEL 08 T0.52A >x1 CON PIER DOWN 1 O WWW.MCHOI,AEFF.COM /. PAD FOOTING /- __ IL -�\ 33-DRILL E TIE NEW 2 \ FOOTING r 5-05 EXISTING DEEP J I - FOOTING I O \ 12`x12"GONC.33 / - O '-- - - - - -1 PIER DOWN 33 TO \ -12"x1- COHC. PAD 1. =,_O.R . ._. _._.... TOER DOWN PAD FOOTING; \ - PAD FOOTING \\ PROJECT NUMBER: . �. .. . :::....... co) JO 16 SON-0 TUBE._.. DRAvJIy B O \ r -II I SCALE: AS NOTED DATE: DECEMBER 74 2007 - y ..I 1 --16•SONG TUBE PIER 2'CONC. I 0 .. ... ' I I — i 16-7Y4 6-1y' TITLE NEW STRUCTURAL FOUNDATION PLAN STRUCTURAL. NOTES: 00` i I kN- SYMBOL REFRENCES NOTES BELOW 033 12" 5g—Conere L'e more Rrovxao a ea 05 vex;cal Iaare end (,I(I�,II�II II(^ IIAII,'f �IINII IINII IIUIIIIII�� CONC.PAD Y5 r o B"n nc oarldoae.a.te+tan6�a a mxneq�che �� IIIIIIII—��- aPaco xaP /c.rer<i .'lILI1lIIIW'llllll'llll'1IIIL ._.._._.....__..__-.__ . BELOW NEW rnrKretc foetatB u.� s`+ba � an i � D STRINGERS of 26'•AhovR cho Loocor NEW STRUCTURAL FOUNDATION FLAN SCALE: 9/4, 1'-O' ,4 31 1 Q GENERA[. WORK NOTES - I 11'6; Ax12 LED 1\I ej/BF '� GENERAL CONTRACTOR (G C.) TO MAKE THOROUGH 1 \ INSPECTION E PREMISES PRIOR TO SUBMITTING AL \ \ 1 L_-. _J �? T VAP UJ •,L `<IJICIC IiL+Sil)LNCL 2B PHILNPf1U v VERIFICATION 0ANDEINSPECTIOOF WORK REQUIRING FIELD ADDITION NECNn A` 1 I�, I Ilu NO 69N Z ALL WORK SHALL MEET OR EXCEED REQUIREMENTS ja REGULATIOnS, CODES OF THE MASSACHUSETTSSTATE I t- `�SIONAL ENG� UNIFORM BUILDING 4ND FIRE PREVENTION CODE AND THE 1 I" 0RDINANceS of THE Town OF BARNSTABLE , AND OTHER 255 BAXTER NECK ROAD Irl' �1 AUTHORITIES HAVING JURISDICTION, MARSTONS MILLS, MA 02648 � rtJ .I 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT 1 I APPROVAL. THE CONTRACTOR. SHALL ARP-ANGE FOR ALL REQUIRED In SPECTIONS PRIOR TO FINAL PAYMBIT. I _ CP.IPPLE WALL .._I '4, G.C. SHALL FOLLOW ALL MA NUFACTURERS' SPECIFICATIONS f - - I AND INSTRUCTIONS ON PREPARATION AND INSTALLATION OF P3 I DOWN TO EXIST 24 PP.ODUC TS GaLLED FOR unLEss oTHER WISE NOTED EXTERIOR WALL j GN DRAWINGS. 11 ALL WORK SHALL BE PERFORMED COMPLETE, LEA`/ING 1 I I EVERYTHING 1N WORKING CONDITION, WITH LL MATERIALS, GENERAL NOTES: I LABOR AND EQUIPMENT PROVIDED BY THE AL CONTRACTOR I EXCEPT AS SPECIFICALLY NOTED. OP. ARE COOT IN A I F WRITING. R A H I6. ALL WORK SHALL BE CONSIDERED NEW EXCEPT AS In I'^' n - n I T OTHERWISE NOTED AS "EXISTE." OR "".-USE - V „ n F I 7. ALL WORK SHALL BE FULLY GUARANTEED FOR NOT LESS II 28 THAN ONE YEAR FROM THE DAv OF FINAL ACCEPTANCE AR T C OF THE PROJECT 9Y THc OWNER. OR C PORATIJIE FOR An' I II n B Th16 CONTRACTOR SHALL REPORT ANY DISCREPANCIES Is..IDn - / I IN THE PLAnS AND SPE CIFICA TIOn3 TO H -I I" Revs nI,.NOL�EFF THE ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL-r I CONDITIOnS AND DIME NSIONS PRIOR TO STARTING WORK, < „ U4 / FOR PROPER LAYOUT IIERIFY pL- ITEMS PRIOR TO IN. - ^" ORDERI Rnwln NG ....... _ _ _ AFc eBFURt DETAI[s A 0 �M g CONTRACTOR TO LEAVE HOUSE AND PROPERTY IN CLEAN ir�P wozv Hns coNHen en O AND RE^DY TO BE LIVED N rp NDITION A o nc p 3 10. ALL CLAIMS FOR ADDITIONAL WORK MUST BE APPROVED o Br Us ILI21 N WP,ITING BEFORE WORK IS BEGUN, OTHERWISE - --� � THERE 'vJILL BE NO OBLIGATION BY THE OWNER TO oRAwlnGs ARE i0 C° 30-4x4 POST GOWN TO REIMBURSE THE CONTRACTOR. ---r-.._ EXIST.WALL r L--� - _.-_ '11. G.C, TO VERIFr ExacT LOCATION of EXISTING H'JAC r-- l I� -- -', 1 -C}' AND POOL EQUIPMENT AND COOR DiN:.TE RELOCATION OF y 1 1 UNITS TO BE MOVED PRIOR TO CONSTRUCTION. 29 / o -27 -}'II 1 1 I ! 28 -- I 26 3G I I I 25- 1 1 _ - -- - -M%" W r-F FI 2x L D WN -1 - T LL BE O :3 31 �1 NICHOLAEFF ARCHTCECrURE+DESIGN 117/a TJI q 16,O.C. 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Sicvpson AW6G x(e+a[vn-plxoa s,rN` 12 eh ibolt Inoto -RIZLT] 5A-432 IBIS can bo drallod oftnt hol.- TITLE 1x10®16'O.C. a t d ff dq dimvat ba nbao.xwndl NEW STRUCTURAL N 029 4't 4"Support PT. a.Nnmba 4. 11 Az r Bcr Pxeaeute Tceatad SYP FIRST FLOOR FRAMING D. T,RP t ap. CC44 (line) ECCLL44 (combined ondat BR It C =peon PB44 hot dip galvanized oz s/N't 12' anrhOK bolt . --------- -._.-. a HIZd.Ti 58-412 R012 caa bn dx 11 d finx Nmv- II�--------- aver EXIST BUILT UP BEAM .—d-off odga diatme¢a moat b ob ¢dd) L L_ L1 ,� BELOW TO REMAIN / 93o Inteaor a• suplwrc Rocca. E.actan w/pa. f Bampaon Lcea cl ipa `� j A31 Thzu Calumna. Lt¢k] n¢ni Cohn column °bn le;-thru the ,�'p -2x4 CRIPPLE WALL DOWry �' nnrM z n tx.an (n¢pporc r,..boam in siapaon ecm4 nnngnra waldod VtUi 2x'IO OVERFRAMING TO EXIST 2v'12 DROPPED {I, ® BEAM BELOW IWAI `V( ddd...+++lll'I'I'I000"' Y'wm I NEW STRUCTURAL FIRST FLOOR FRAMING SCALE: 01 APpmx ] taon for 2- 6"Co t ct n auppo .all ptovide mid- IS /1 ` - Uponx- ing d double ap/Dott plates _ .:L_ ... ..... .. HIGH WALL LEDGER:2x12 W/3 ROWS OF GLICRESIDENCE I ' \ I 02 Plv¢D Hawam Ha.m a10.45 w_/ 3 ]S't t_pped to fit LS1 aide lod9dra'tDru ' -'-'--' "'- 12D AT 16-O.C. w/ 5/6"des.. bolt. .-Oq-=+Paced 16'n/c w/P . a moan 1 j R3 Colvmna: TS114-1 4`.4^ASTH Grade A-500./min Pe m 46aH51._Prrvrda ---`�'---I' - / Ii 1 i P on concrete LCC FLAT ROOF ADDITION 5'x S' top F 5ie-5'.9^bottm-bcar'n9 l.- .0.. / ba]ow. aald 411 eonneeciona ax tendmtl to belts a d D-xk- w/ ,/d^daa. j - --+ TOP PLATES CREATE CONTINUOUS 285 BARTER NECK ROAD ptabl Anchor m Yootata v/3Id^xwik-Delta t F , tl3A Hos Col- TS3/8"1 4".4"MS Cuado A-500 ./tun EMBERS BY VSING 2 PIECES OF t75'n5.5' MARSTONS MILLS, MA 02545 . I - do ttien %J waei nra Gov 1(,M Nr pzovida 4/S a¢idod m n w%4 an A525F Dolts v CO T 8 S PLATES LLAPPEG AT 04 Roof/➢oak J -eta, 2"x 10" SPF 9 16•o/c w/ Simpnnn LUS26 haagat¢ '-�----'- ---" / CORNERS AND NAILED W/4 EACH 16D 115 Flueh Dock 8oam' N10xJ9./ 175"1 ripped P LSY m 1 dgark CDsv - - _ _ `'AILS. �I bolted /5/11 dim bolts anag9.r spaced 16 / _ 06 Standard l!4 2 an93e clay con. txon./ 3/4- des �A325F D lt. g_1ar W10x26 -i 2^x 1 Provide ar:clips for an93oa-.Down Shop w14 o. ua 1/a• £il lar welds CORNER TIES.SEE ROTE a1B Flush Hd.dae Bo w2"tipped c fit ae i" ledge s Un -r f � bmltad wi well.din. bolts ata99ar n➢aeaS 16"o/c w/pairs at endx f A6 Flush 8.1h Roam Sf10a60 v/ 1.75^x tlpPad.to'.fit LSL.ids ledgats thry I'I 2 1 bolt d./Sr'F"dim, balta stagger UP.cad 1&".1../P. ra .t 09 T eta F xawtot. 3 S'•x 9 25' 3 SSy Timbor.tr.nd LJL I 1 I - .x3 _ "--- HIP BEAMS.SEE NOTE.19 GENERAL NOTES: 'I q10 lush ab 9a,el. O'urpeon bU84B face ma¢nt _ T- II I F _ ti ♦112 F1vohCap; Simpson AC6 I-Hangar; Simpson HHUSS 50110 face mount ,� I tiq 1. t ---- TOP PLATES:CREATE CONTINUOUS n n i -I MEMBERS BY USING 2 PIECES OF 1.75'x5,5' A14 Root/Deck Beam; 5.25",9.25^TJ-::ParalLamnbeam ru I -�I �- j ,9 1.3 E TIMBERSTRANC LSL FOR o-TEv eT I n5 OR k ....-E. N30 punt CUP, Saa�aon ACSfi n cca:tnuova 1 3 i y b~ CONTINUOUS PLGTES.LAPPED AT ce M15 SM Haunt;C>pon m¢sanry co ar ariEy 22"ma^•- ar st Clue. I "1- _____ 1B7' EL CORNERS AND NAILED'W/4 EACH 16G ^ :'n ' aennin C ea, install 02.Ctaceigbata lntu appn era ova cxGletaly I_ I �, 1 -I-I CHANN —_ - _ NAILS. Eo.1 eo 4 �nicH-11 III I 'w 0 1 fill v ootandard grout whiles.placing m pair mr 5/e, 12"anchor uolts 11 Ii I ,—_ v ' no . r r . II 4 i N II — / R 1TI, r , r I ' S it�..•r•�y...- 1_ _ r...m,.,..-.... _ _ '1 S E Nd7E% - 20 Reve nIr 1 .evc ISSOn I. a El. _O SEE NOTE m II � i ExcevT w IPIC w r ? c _ n a �ORs a n ID P d. nc H 1J. ` _. i eg TO SHOP GHG'TI THE qlb Haadas L'alwlaCCleh3 P e SSPparn.LCEq prat Clips \v iTe woRx Hn. COHHe roes C' F ;f 1 417 'Tap Pl¢toa, LSL dop:h 111obo 3.1/2' a oRE 10.CORNER TIES 2 EACH 114 I.3"n 18'FLAT PLATES EXTENDING FROM BELOW i HIP BEAMS.SEE NOTE.19 aVaEo nnp NO r THE-TUBE HIP RAFTER.N EACH DIRECTION OF WALL PLATE.DRILL AND �Rcw n- ireE rp e£ scar e� ... .,_ _ . ....... _. __ -._ .:_ ... ..I EACH DIRECTION 9 EACH 3/4 A307 BOLTS TO THE DOUBLE LSL PLATES IN /, `9ti _... ..-. - 18 CORNER TIES l_F T• U I 12 I I' 19.HIP BEAMS:HSS 6'x 3'n 1/a'TUBE SECTIONS.PROVIDE 4 SEAT GUT ON THE -`\� I HSS,45 DEG MITRE THE CORNER TIES AND WELD CONTINUOUSLY TO THE BOTTOM OF THE HSS.DRILL THE SECTION WITH 9/16-DIA.HOLES STAGGERED 16"O.C.FIT RIPPED 2'x10'AS SIDE PIECES FT TO MATCH ROOF J \ PLANES AND 2'x'10'RAFTER PACKAGE. JOIST HANGARS:SIMPSON IU714 FACE / \ MOUNT. - \ r .I 13 O _ 20.MITRED CONNECTION:PROVIDE 45DEG ANGLES AND FASTEN WITH FULL - - �:- MOMENT WELD TO PROVIDE CORNER RESTRAINTS.USE MGBn15.7 STEEL - r 9 TOP PLATES:USING CONTINUOUS _ CHANNELS W/THE BACK W2B FACE OUT(FLANGES IN).DRILL THE SECTIONS MEMBERS BY USING 2 PIECES OF 3.5'n5.5' W/9/46'DIA.HOLES STAGGERED 16-O.C.FIT A SINGLE 2-AT TO THE REAR 13 E TIMBERSTRAND LSL FOR ' FACE AND A PAIR OF 2'x8'a TO THE INSIDE FACEAND BOLT UP. CONTINUOUS PLATES,LAPPED AT CORNERS AND NAILED W/4 EACH 160 D NAILS. - 1 6'9� b3 I I , t ' PH 4BR110Y. � _ 11 SY SY P.SL POST '3 rAE�HaN Lt.t N¢arm9D ; I I -10 11 ._ _I, IS is Gg�S' I I ♦ 10 MCHOLAEFF ARCHITECTURE+DESIGN -- CARRIBCAN ROOF FRAMING PLAN F N 1 SCALE: 1/1V = 1'-O" y y12 M?.W STREET I � "I OS TER VILLE.NIA 02655 TEL 508-720 5299 OM I FAX 508-420 2240 p SY4'S PSL POST 4 OR TIES SEE I WWW NICHOLAEFFC DN.TO HEADER I O NOTE x18 - � I-I STANDARD RIDGE ANG HIP RAFTERS -` _E NOTE 919 n2 OR 6TR 5-p-F HIP BEAMS.S='-N^T- 1-- O .\dam : ' ,. ` 1 �_) ``L•, 1 ` I �� I 'Ii`eiI' ROOF RAFTERS n1O'.2 OR BTR S-P-F \ T =L / / LAY-ON AREA PLACED OVER STANDARD --��AT 16 O.C.MATCH PA-TERN AND `I CHANN 1 O ROOF FRAMING ROOF RAFTERS'2'x6'a2 _ __-- _ .. - f^}f' ' OR 6T TRUNCATE ON SINGLE 2'X'I0'HEADERS R S P F AT 15'OC i x1 r2 P 5 R P- RID BE Jt SEE.NOTE K \ EEL �\ STANDARD RIDGE AND HIP RAFTERS' MONITORcoy, ` \ PROJ"CT NUMBER' 2'n'12'<2 OR.BTR,S-P-F W 0�. mW�'. \ / I HEADER:3/T"6'V//1/1 DRAWN BY: O'JO �-FLITCH. SCALE: AS NOTED 1 / IE% LAY-ON AREA PLACED OVER STANDARD 1 7 2007 NG ROOF RAFTERS:2'x8'02 ROOT FRAM ,. D CEMBER _ - -P-F AT 16'O.C. TOWER ROOF FRAMING PLAN 3 - -- / •4 P� / . H MOLL HANGED SS SIMPSON LUS26-2 FACE 1 / 114' O' - %' I Res 4 \�i ` S W POST:2' 2x4 STUD GRADE S-P-F _ ------- _-__ CS :5" 118 5"15H..IMB RS RA D 50 2/2'x10"W/'1/2'COX SL EM ER FLI H.WEAVE ORNERS AND CONNECT j TO FTER W/',1/2'COX SHEATING --"-'--- -- AND'.,IMPSON H21. HANGERS.THIS ASS BI-Y WILL; A 2'n4'WALL WIDTH. ROOF FP.AMiNG PLAN SUPPORT POST:WOLMANIZED 3.5'x3:5' pOST MP$ N ECC44 POST CAP PARALLALM P.SIJ-COLUMN.ALIGN W/ - TO T ARE:ARE:TINB SI SISTRI NG 4004E ENDS OF TIMBEPfTRAND-BEAM. I FLAT SOFFIT:CANTILEVER-ROOF S minRSrmli.IPillllllllllly�RAFTER OFF OF CRIPPLE BEARINGO. WALL CREATING rTHE W1DER SO ® 'Wes�✓ �''VB A0r LOWER ROOF FRAMING PLAN SCALE: 1/4' = 1'-0' � ROOF FRAMING �i11T1ZC GLICK RESIDENCE ADDITION 285 BARTER NECK ROAD MARSTONS MILLS, MA 02648 GENERAL NOTES: P THE .ED. u P CDOaev. < F, lyl NO a">T e M ., "I IN' E%—1 W Pe.1— w EaM—l— O^ "� OOaCVC nICMO�nC�� P—GIMT TO 111 TMe °,_ �A.«MMeN_ eePoaE c no E Da W �s To of s�e� D. �\ �n <aE PHILGR O K �-1 PEE NINIC�MGANIC4l Nu 30619 \SSIONAE E�' SUPPORT POST:WOLMANIZED �. 4'.4"PARALLAM PSL COLUMN. I ALIGN WITH ENDS OF SVPPORT POST:WOLMANIZED I TIMBERSTRAND BEAM. II .5'PAR ALLAM PSL COLUMN. ALIGN 4LIGN WITH ENDS OF TIMBERSTRAND BEAM. 2-2..10 BETWEEN ALL NEW Ij MCHOLAEFF ARCF➢7'ECTUR.E+DESIGN FOOTING CONDITIONS AT `\ 812 MAIN STREET EXTERIOR,LIMWALL CONDITIONS \\ OSTERVnJ-E,MA 02655 WITHIN T OF WORK TO TEL.506-420.5298 SUPPORT NEW LATTICE'WORK - FAX 508-420-2240 TYPICAL. \ W W W.NICHOLAEFF.COM PROVIDE SIMPSON GALVANIZED— \ PROVIDE STANDOFF GALVANIZED I ABU44 STANDOFF POST BASES \ BOL-7 STANDOFF POST BASES BOLTED TO THE TOP OF THE \ BOLTED TO THE TOP OF THE \� 12'COLUMN USING A 12'x5/8' �\ ' 12'COLUMN USING A 12°x5/8" \ ABCHOP, BOLTS OR HILTI 5/8' 4NCHOR BOLTS OR HLTI 5/B" PIA. KWIK BOLT. DIA, KWIK BOLT, \ III TOP OF PER \�, H m FINISH GRADE � 10P OF PIER FINISH GRADE _ 5/8'A 20'ANCHOR BOLTS e E+'-O'O.C.EXTEND THRU PIERS:12'n12°SQUARE CONCRETE—\ PROJECT NUMBEP..: GALV.POST BASE WITH 4 EACH 45 VERTICAL SHEAR DOWELS EXTENDING DRAWN BY: OJ0 4-5 VERTICAL BARS AND THRU PIER. SPACE#3 TIES V B"O.C. SCALE: AS 1 DATE: DECEMBER 7, 2007 PIERS AND BASES:12'n12"---� SQUARE CONCRETE ON 12'0'-0' SQUARE CONCRETE PAD WITH 4 I - de O Y EACH#5 VERTICAL SHEAR v DOWF_LS EXTENDING FROM I '-' Q FOO ING THRU PIER-E- XTEND A MIN.OF 26'ABOVE FOOTER. ...................... ......... __.._-..._.._..—.... "ot- TOP OF FOOTING --._._ -- --'------- ---'--- _TITLE FOUNDATION DETAILS (3)-#.5 HORIZ. O. BARS CONT. — POST/PIER DETAIL SCALE: 1-1/2" = 1'-O' POST/PIER DETAIL SCALE 1-1/2" GLI'CK RESIDENCE i I ADDITION I I -IONAI fY`� 285 BAXTER NECK ROAD r I 1 , MAIRSTONS MILLS, MA 02648 I II I ' 001 I I 16"= GENERAL NOTES: I BASEMENT _._....._____._. Y__—_____. nE O FOUNDATION WALL Pe lo[ns T.O.W.v 2B.6B' J �PaESEnreo 1 LLL---/// !� / W CONG RETE WALL W/1-W 6AR r ve o r oo niCMo1n11 P J / CONTIN*TOP AND BOTTOM. Ili / PLACE 1/2'DIA.ANCHOR BOLTS ^11-11T e Rn[iZeo eoL tt1'X 6'-O'O.C. vv e[ uri t an l I 24'STRIP FOOTING W/2-a4 a�4JaPJanrlon PJa n /1 I DOWELSON II V E LV NUUUS KEYWAY. r- I I ❑ I I " •� I I / I rren.�on Ro FOUNDATION/RETAINING'WALL: iae woa�. Wns connenc[e EecoaE j �/•� T.O.W. 35.5' 1 i.O.F =2269 B'CONCRETE_'WALL W/a4 BARS oanw nc_<a[ rc ee sc«eo.ne no a 16"O.C.VERT.AND a4 BARS PLO.C.HORIZONTAL. PLACE 11V DIA.ANCHOR BOLTS OOt inl 24'STRIP FOOTING W/2-a4 BASEMENT —� I I vI 1 I XO4'LONG 0 16'O.C.TO AALLIIGN W/1 WALL BARS ABOVE.PROVIDE CONTINUOUS KEYWAY. 1 —L-- _ FOUNDATION WALL Ii.O.W.v 35.5' ` T.O.F.-2269• •N� 1 1 E'CONCRETE WALL W/2-a4 BAR CONTIN..®TOP AND BOTTOM. PLACE 1/2'PIA.ANCHOR BOLTS ®6'-O'r O.C.12•X 36•STRIP FOOTING W/3-an " ` DOWELS GONTIN. PROVIDE CONTINUOUS KEYWAY. ❑ ❑ I L J L J � •� I I I �-� 1 I 11 I FOUNDATION/RETAINM�WALL O \ 1 5'CONCRETE WALL W/3 BARS I ¢16'O.C.VERT.AND a4 6AR5 12'O.C.HORIZONTAL. j J\ PLACE 1/2'DIA..ANCHOR BOLTS (� \ 1 6'-O'O.G. \ X 24'STRIP FOOTING W/2- D — 024-LONG 0 15'oC a4 DOWELS TO ALIGN W/ NICHULAEFF ARCHTTECTURE+DESfGh X \ WALL BARS 4BOVE.PROVIDE SI^_MAIN STREET/j \.•\ CONTINUOUS L/EYWAY. OSTERVILLE,MA 08 2655 l\ TEL.508 14 20-529 4 �_ FAX 508-420-22 TIE NEW FOUNDATION WALL FAX \ TO EXIST,W/a4 X 21'DOWELS AT / MTO EXISTAWALL'LAND LAPPED TO LED AND EC OR, REBAR AT NEW WALL CRAWLOSPAGE TYP. PROJECT NUMBER: DRAWN BY: OJO SCALE: AS NOTED '•� DATE: DECEMBER 7, 2007 I I _.._..--------- .._-.__....._ - TITLE EXISTING FOUNDATION PLAN 10 EXISTING FOUNDATION PLAN SCALE: 114" 1' 1 ARCHITECTURAL ABBRBYATIOM •� SYMBOLS used w obbrevlaUons: FOF face of finish PNT point(ed) FIN finsh(edl r PNL parrot - afglo FF fire I.floc PTO paper West dispenser channel fee,FA fire T 'i I T `� t�iLICI� FEC fire°anti"eta er cabinet R �nd EFP D The h cabinet 1 ,� IILSII)T\TtAL e VN7N)NS. R Y=f O.11^ plastic laminate IF AFF above finished floor FLUOR fluorescent � date TWO po*—d seat`° �il)l)ITIt)\ AC acoustical FTG fwtbg ACT ocovaticsl me PL MD foundation T ' 1 T AOl adjocmt FBO tumlahed by others ADdI djustabla FUR fumed(irg) OT quarry L'b . ALT attemate ALUM ala-I- ADIDITI ANC anchor.onahoroge GA g°9°.gouge REF AB char bolt fsly galwnl:ed RFFIR „fridyeOt„ 285 BAXTER NECK RD ASPH asphalt OL gam•gl°kM REIN relnforee(d) GB gab bar RIS r,,;li,ht MARSTOi`IS MiLLS, MA 02648 BSVT EIRG Win, g RA return ypsum reYised ROOM OVER EXISTING GARAGE BEL befoW RH right hared .. SET ,p�D�t�L�m;pR R Rear err bf�brminous NDR he ire RG reef BLKG blocking RM oom BD Bar °�k 'I: height dam "° °�°'� 285 BAXTER NECK ROAD BRK brick HM hollow nrotal BLDG building HOR horizontal SEC schedule GENERAL MOTES: SIG section MARSTONS MILLS, MA 02648 cAB cabinet INCL include(d).(Ing) hest CPf carpel(ed) ID innsside d1(omater similar THE DRAWING AND ALL OF THE IDEAS CCCLBLGG rM low(° INS Mate(d).(ion) so aqua ARRANGEMENTS, DESIGNS AND PLATYS CDA ant IHT 'Interior SO . w Intermediate SS coal steel CER remit INV 'rapt SSU STIL mural INDICATED THEREON OR REPRESENTED CT C8 tilo CIR tTaa SUM suspended THEREBY ARE OWNED BY AND REMAIN CiR00 dleanout e K joint kno M ('seal) THE PROPERTY OF DOREVE NICHOLAEFF, CIA dear(once) LB knockout CAL column ARCHITECT INC. NO PART THEREOF CO�1B combination LBL 1°� TEL telephoneSHALL BE UTILIZED BY ANY PERSON, FIRM COMP conomp a (ed),(ion).(ibis) LAB laboratory CONC to LUFIV Ile°�ft{O M TTHK IYv hIITI )ionOR CORPORATION FOR ANY PURPOSE: COUP �s atru'%masonry unit L laron gth TPD toilet paper diepenoer EXCEPT WITH SPECIFIC WRITTEN PERMISSION LT T" tongw and glooye OF THE FIRM DOREiVE NICHOLAEFF CONE control LW BM Weight TOC top of=rate CTR Winter joint LC.C. lead coated copper TOS top of steel __ CRS courue TOT♦' top of Wall ARCHITECT, INC. MH manhole T tread DDEP TL ahtep ed niaeowry M typfpated "1111miliccalal ANY ERRORS OR DISCREPANCIES ON ry openng DIAG diagonal mwimum UC undeftut THE DETAILS AIRESTO SHOP BE BROUGHT STOAND THE DIq diameter [IR mad)— UNO uNm9 noted otherwise .. DIM dimenelon medium UR urinal DR door metal — -- ATTENTION OF THE ARCHITECT BEFORE DH double hung minimum VB w bonier DWR drawer mirror VNR vanes THE WORK HAS COMMENCED.WGdrawing e mi ellaneousVERT verticalWdiahwasher mold9(ed VCT Inyt composttion We EF each fate � mount ) VIF verffy In field DIMENSIONS ARE TO BE USED AND NO ELEC electric(ol) IA' natural _ DRAWINGS ARE TO BE SCALED. EWC electricwater cooler M nominal WH Won hung — - EL .1w 1tion Nit net In contract �'C Woler claret - ELEV elavat°r NITS 1 to scale WP walaTraof(Infg) )t�_ g• ENCL eengcilesure Wekad wire In '" r^ E�xfl e`Q,nY°al sl OC on center(s) up7��.u� WkU Wks o IXC eksUng OPG opening w'ui Wlntl�W posed OPP opposRe w�O Wins glow xr safe br OD oWslde dlemeter WO wnhout . - OH overhead GRAPHIC 08ROLS, DRAlMENG SYRROLO, PROD®CT DIRECTORY DRAWING LOT --:';': tAFtC/r[FF1C'lAl" bRAWTNGS a s3.�.ird !1, _ . 0 ER Ti.o^ COVER sE f W COLUMN GRID R & RS ARy1 CKDEMOSECOND FLOORPLAN NICHOLAEFF ARCHITECTURE+DESIGN EARTH BAyr,7;�F�aj,lR{;/IJ`E(�(1N7p10 p AI O NEW SECOND FLOOR PLAN&DOOR SCHED. lA F -Column Or Grid Number STOryJ ry11LLs. ry1R �IH ALL NEW SECOND FLOOR REFLECTED COLING PLAN Y A2 0 NFw W EST F�vATTON 812 MAIN STREET GRAVEL/COMP.FILL DETAILS Detail Number - A30 NEW SECTION .... �Er2020-2298 55 .OSTER MA STRUCTURAL ENGINEER EER FAX 5o Drawl shaWn on >_$ r:�.sS.TRLJC7TAtiYU;DLtAlO'i1V6;i >.m;....:-'!3 FAX 508-4 (only NOT Some DWg.) T. V R U P ROOK, P E SLO EXISTING SECOND FLOORFRAMINGPLAN WWW.NICHOLAEFF.COM ROCK/LEDG40 E P((H�77I(BR (Orr�Ku�EryNyyGI EERING�t CONSTRUCTION sL I i?ISTINGROOFFRAMDJGPIAN - SECTION �`FN YIA 0;2` 8 S12 NEW SECOND FLOOR FRAMING PLAN Sxtion Number CGr) MMM LL si3 NF'W ROOPE'RAMINGPI.AN PROJECT NUMBER: w Dm*ing Shown On (508 385-8682 CONCRETE sa!. DRAWN BY: OJO BRICK WALL TWEs >-1C3 Mail GDN%EIE BLOCK �/ il Number SCALE: AS NOTED DOOR NUMBER ' LLetttterNUU e0 if More Than STONE DATE: 21 MARCH, 2005 One Door let.Sp.- NICHOLAEFF ARCHITECTURE+DESIGN STEEL WINDOWS TYPE ® large Scale OC "' vlindaw Type Smell Stole 812 MAIN STREET CEILING HEIGHTS FINIS+m WOOD r— LE h Cmgng Ei—Lion OSTERVII, ,MA 02655 It NOTATIONSTEL. 508-420-5298 7 FAX 508-420-2240 © "(i°imoL �e Number V VWNICHOLAEFF.COM DETAIL AREA TITLE Woos longed Detag Area o. N.;o°BYrn on COVER SHEET IPrge Stole EQUIPMENT . Small Some © Equipment Reference Number WALL TO REMOVE MISC.To REMOVE NORTH ARROW .� True NorthGLAS , Large Plan North(Project Retererlce) Large Stile Small.Scab GYPSUM BOARD ��Ravie.n Lxalkn Tl ® . ALLIMNUM GENERAL WORK NOTES DRAWING KEY 1. GENERAL CONTRACTOR (G.C.) TO MAKE THOROUGH NEW CONSTRUCTION VISUAL INSPECTION OF PREMISES PRIOR TO SUBMITTING (�I�I I� PRICE DUE TO THE EXTENT OF WORK REQUIRING FIELD - .. VERIFICATION AND INSPECTION. - -� TO REMAIN �1 �T TO BE CONSTRUCTION R E 1.7 I l)�J 1 (Al 2. ALL WORK SHALL MEET OR EXCEED REQUIREMENTS, TO BE DEMOLISHED REGULATIONS, CODES OF THE ME PREVENTION Co STATE lei l)l)I T I()1T UNIFORM BUILDING AND FIRE PREVENTION CODE, AND THE ORDINANCES OF THE TOWN OP BARNSTABLE ; AND OTHER AUTHORITIES HAVING JURISDICTION. 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT 285 BAXTER NE GI' RD APPROVAL. THE CONTRACTOR SHALL ARRANGE FOR MARSTONS MILLS, MA 02648 ALL. REQUIRED INSPECTIONS PRIOR TO FINAL PAYMENT. 4. G.C. SHALL FOLLOW ALL MANUFACTURERS' SPECIFICATIONS AND INSTRUCTIONS ON PREPARATION AND INSTALLATION OF PRODUCTS CALLED FOR UNLESS OTHERWISE NOTED ON DRAWINGS. . GENERAL NOTES: 5. ALL WORK SHALL BE PERFORMED COMPLETE, LEAVING EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, LABOR AND EQUIPMENT PROVIDED BY THE CONTRACTOR THE DRAWING AND ALL OF THE IDEAS EXCEPT AS SPECIFICALLY NOTED, OR ARRANGED IN ARRANGEMENTS, DESIGNS AND PLANS WRITING. INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED BY AND REMAIN 6. ALL WORK SHALL BE CONSIDERED NEW EXCEPT AS THE PROPERTY OF DOREVE NICHOLAEFF, OTHERWISE NOTED AS "EXISTED" OR "RE-USE'. ARCHITECT Inc. no PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM 7. ALL WORK SHALL BE FULLY GUARANTEED POR NOT LESS OR CORPORATION FOR ANY PURPOSE: THAN ONE YEAR FROM THE DAY OF FINAL ACCEPTANCE ' OP .THE PROJECT BY THE OWNER. EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM DOREVE NICHOLAEFF 8. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES ARCHITECT, INC. IN THE PLANS AMD SPECIFICATIONS TO THE ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL ANY ERRORS OR DISCREPANCIES On - CONDITIONS AMC) DIMENSIONS PRIOR TO STARTING WORK, THE DRAWINGS, SHOP DRAWINGS AND FOR PROPER LAYOUT. VERIFY ALL ITEMS PRIOR TO DETAILS ARE TO BE BROUGHT TO THE . ORDERING. - ' ATTENTION OF THE ARCHITECT BEFORE 9. CONTRACTOR TO LEAVE HOUSE AMC) PROPERTY IN CLEAN THE WORK HAS COMMENCED. AND READY TO BE LIVED IN' CONDITION. DIMENSIONS ARE TO BE USED AND NO 10. ALL CLAIMS FOR ADDITIONAL WORK MUST SE APPROVED DRAWINGS ARE TO BE SCALED. IN WRITING BEFORE WORK 13 BEGUN, OTHERWISE OBLIGATIONTHERE WILL BE NO BY THE OWNER TO REIMBURSE THE CONTRACTOR. 11• VERIFY EXACT O AND POOL EQUIPMENT AND COORDINATE EXISTING A RELOCATION w UNITS TO BE MOVED PRIOR TO CONSTRUCTION. 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ALL WORK SHALL MEET OR EXCEED REQUIREMENTS, , TO BE DEMOLISHED �'j ' REGULATIONS, CODES OF THE MASSACHUSETTS STATE ��I)l)I T I t)\T UNIFORM BUILDING AND FIRE PREVENTION CODE, AND THE ORDINANCES OF THE TOWN OF BARNSTABLE AND OTHER AUTHORITIES HAVING JURISDICTION. 255 BAXTER NECK RD 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT MARSTONS MILLS, MA 02648 APPROVAL. THE CONTRACTOR SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS PRIOR TO FINAL PAYMENT. - 4. G.C. SHALL FOLLOW ALL MANUFACTURERS' SPECIFICATIONS AND INSTRUCTIONS ON PREPARATION AND INSTALLATION Or- PRODUCTS CALLED FOR UNLESS OTHERWISE NOTED ON DRAWINGS. GENERAL NOTES: 5. ALL WORK SHALL BE PERFORMED COMPLETE, LEAVING EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, LABOR AND EQUIPMENT PROVIDED BY THE CONTRACTOR HE ORAwInG AND ALL or- rHE IDens t EXCEPT AS SPECIFICALLY NOTED, OR ARRANGED IN ARRANGEMENTS, DESIGNS AND PLANS WRITING. INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED BY AND REMAIN 6. ALL WORK SHALL BE CONSIDERED NEW EXCEPT AS THE PROPERTY OF DOREVE NICHOLAEFF, OTHERWISE NOTED AS °EXISTED" OR °RE-USE°. ARCHITECT INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM 7. ALL WORK SHALL BE FULLY GUARANTEED FOR NOT LE33 OR CORPORATION FOR ANY PURPOSE: THAN ONE YEAR FROM THE DAY OF FINAL ACCEPTANCE EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE PROJECT BY THE OWNER. OF THE FIRM DOREVE NICHOLAEFF 8. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES ARCHITECT, INC. IN THE PLANS AND SPECIFICATIONS TO THE ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL D ANY ERRORS OR DISCREPANCIES ON CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK, THE DRAWINGS, SHOP DRAWINGS AND FOR PROPER LAYOUT. VERIFY ALL ITEMS PRIOR TO " DETAILS ARE TO BE BROUGHT TO THE ORDERING. ' ATTENTION OF THE ARCHITECT BEFORE 9• CONTRACTOR TO LEAVE HOUSE AND PROPERTY IN CLEAN THE WORK HAS COMMENCED- " AND READY TO BE LIVED IN' CONDITION. DIMENSIONS ARE TO BE USED AND NO 10. ALL CLAIMS FOR ADDITIONAL WORK MUST BE APPROVED DRAWINGS ARE TO BE SCALED. IN WRITING BEFORE WORK 13 BEGUN, OTHERWISE THERE WILL BE NO OBLIGATION BY THE OWNER TO �. REIMBURSE THE CONTRACTOR. Fi-• ss G.C. TO VERIFY'EXACT LOCATION OF EXISTING HVAC �.AND POOL EQUIPMENT AND COORDINATE RELOCATION OF /zoos, UNITS TO BE MOVED PRIOR TO CONSTRUCTION. V\4 T-4y8 E* fiEW STRUCTURAL COL. 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TO REMAIN c` 1 , _-_-_-_ EXISTING CONSTRUCTION I��J(.7I 1��J 1\C EJ 2. ALL WORK SHALL MEET OR EXCEED REQUIREMENTS, J TO BE DEMOLISHED - REGULATIONS, CODES OF THE MASSACHUSETTS STATE ADDITIONTION CODE, AND THE UNIFORM BUILDING AND FIRE PREVEN ORDINANCES OF THE TOWN OF BARNSTABLE ; AND OTHER AUTHORITIES HAVING JURISDICTION. 285 BAXTER NECK RE) 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT MARSTONS MILLS, MA 02648 APPROVAL. THE CONTRACTOR SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS PRIOR TO FINAL PAYMENT. 4. G.C. SHALL FOLLOW ALL MANUFACTURERS' SPECIFICATIONS 7 AND INSTRUCTIONS ON PREPARATION AND INSTALLATION OF PRODUCTS GALLED FOR UNLESS OTHERWISE NOTED ' ON DRAWINGS. GENERAL NOTES: S. ALL WORK SHALL BE PERFORMED COMPLETE, LEAVING EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, L EABOR AND EQUIPMENT PROVIDED BY TH CONTRACTOR THE DagwlnG AND ALL of THE IDEAS EXCEPT AS SPECIFICALLY NOTED, OR ARRANGED IN ARRANGEMENTS, DESIGNS AND PLANS _ WRITING. INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED BY AND REMAIN 6. ALL WORK SHALL BE CONSIDERED NEW EXCEPT AS THE PROPERTY OF DOREVE NICHOLAEFF, OTHERWISE NOTED AS °EXISTED' OR 'REFUSE'. ARCHITECT INC. NO PART THEREOF SHALL BE UIILILED BY ANY PERSON, FIRM T. ALL WORK SHALL BE FULLY GUARANTEED FOR NOT LESS OR CORPORATION FOR AN PURPOSE: THAN ONE YEAR FROM THE DAY OF FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER. EXCEPT WITH SPECIFIC WRITTEN PERMISSION ' • OF THE FIRM DOREVE NICHOLAEFF 8• THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES ARCHITECT, INC. IN THE PLANS AND SPECIFICATIONS TO THE ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL ANY ERRORS OR DISCREPANCIES On CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK, THE DRAWINGS, SHOP DRAWINGS AND FOR PROPER LAYOUT. VERIFY ALL ITEMS_PRIOR TO DETAILS ARE TO BE BROUGHT TO THE ORDERING. ATTENTION OF THE ARCHITECT BEFORE 9• CONTRACTOR TO LEAVE HOUSE. AND PROPERTY IN CLEAN THE WORK HAS COMMENCED. AND READY TO BE "LIVED IN' CONDITION. DIMEN51ONS ARE TO BE USED AND NO 40. ALL CLAIMS FOR ADDITIONAL WORK MUST BE APPROVED DRAWINGS ARE TO BE 5CALED. IN WRITING BEFORE WORK 13 BEGUN, OTHERWISE THERE WILL BE NO OBLIGATION BY THE OWNER TO REIMBURSE THE CONTRACTOR. \ \ / cl 44. G.C. TO VERIFY EXACT LOCATION OF EXISTING HVAC AND POOL EQUIPMENT AND COORDINATE RELOCATION OF UNITS TO BE MOVED PRIOR TO CONSTRUCTION. .I DD — — — NICHOLAEFF ARCHITECTURE+DESIGN 812 MAIN STREET OSTERVILLE,MA 02655 \ \ I I / TEL i0 508-420-52 98 FAX FAX 508-420.2240 W W W.rIICHOLAEFF.COM - - PROJECT NUMBER: DRAWN BY: OJO @ - - SCALE: AS NOTED I (J DATE: 21 MARCH, 2008 \ / I oi TITLE NEW SECOND FLOOR \ / I ccI REFLECTED CEILING PLAN 41/ NEW SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1/4' _ fl DRAWING KEY GENERAL WORK 1�10'i'E$ 1. GENERAL CONTRACTOR (G.C.) TO MAKE THOROUGH NEW CONSTRUCTION VISUAL INSPECTION OF PREMISES PRIOR TO SUBMITTING _ `�� PRICE DUE TO THE EXTENT OF WORK REQUIRING FIELD �� EXISTING CONSTRUCTION J ■` VERIFICATION AND INSPECTION. TO REMAINEXISTING CONSTRUCTION ?1,411, � ��`T �� 2. ALL i1 WORK SHALL MEET OR EXCEED REQUIREMENTS, TO BE DEMOLISHED S REGULATIONS, CODES OF THE MASSAGHUSETTS STATE ��i m i(�IN . UNIFORM BUILDING AND FIRE PREVENTION CODE, AND THE I 1 1` ORDINANCES OF THE TOWN OF BARNSTABLE ; AND OTHER AUTHORITIES HAVING JURISDICTION. STRUCTURAL NOTES_ 285 BAXTER NECK RD 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT OA OVERFRAME CONDITION; BUILD-UP EXISTING DECK SUS-FRAME TO MATCH MARSTONS MILLS, MA 02645 APPROVAL. THE CONTRACTOR SHALL ARRANGE FOR MAIN AREA FLOOR FRAMING. ALL REQUIRED INSPECTIONS PRIOR TO FINAL PAYMENT. 4. G.C. SHALL FOLLOW ALL MANUFACTURERS' SPECIFICATIONS O VERIFY INSULATION; 2x10'S NEED R-30, 2x8'S NEED R-30C. AND INSTRUCTIONS ON PREPARATION AND INSTALLATION OF PRODUCTS CALLED FOR UNLESS OTHERWISE NOTED O HEADER BEAM; 2 EA. 4.75'x9.5' 1.9E MICRO-LAM LVL. FASTEN THE LVL ' ON DRAWINGS. PLYS TOGETHER W/ 2 ROWS OF 35/B TRUSS-LOIC SCREWS ® 16' O.C. GENERAL NOTES: 5. ALL WORK SHALL BE PERFORMED COMPLETE, LEAVING SUPPORT THE RAFTERS IN SIMPSON LUS28 HANGERS USING NOTCH GUTS EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, " LABOR AND EQUIPMENT PROVIDED BY THE CONTRACTOR THE DRAWING AND ALL of THE IDEAS .. EXCEPT AS SPECIFICALLY NOTED, OR ARRANGED 1N O SUPPORT POSTS; 3.5'x5.25' 1.BE PARALLAM PSL ARRANGEMENTS, DESIGNS AND PLANS - . - WRITING. O INDICATED THEREON OR REPRESENTED TOP CONNECTIONS; SETS OF SIMPSON ACE4 POST CAPS THEREBY ARE OWNED BY AND REMAIN 6, ALL WORK SHALL BE CONSIDERED NEW EXCEPT As THE PROPERTY OF DOREVE NICHOLAEFF, OTHERWISE NOTED As EXISTED" OR "RE-USE". _ O LOW HEADER; 3-2'x6' KD SPF CONTINUOUS W/ YZ CDX FILLERS ARCHITECT INC. NO PART THEREOF PROVIDE SIMPSON H2.5A HURRICANE CLIPS ® 16' O.G. SHALL BE UTILI"LED BY ANY PERSON, FIRM 7. ALL WORK SHALL BE FULLY GUARANTEED FOR NOT LESs O OR CORPORATION FOR ANY PURPOSE:THAN ONE YEAR FROM THE DAY OF FINAL ACCEPTANCE EXCEPT WITH SPECIFIC WRITTEN PERMISSION ' OF THE PROJECT BY THE OWNER. O BOTTOM CONNECTIONS; OPEN FLOOR AND PROVIDE CLEAR ACCESS of THE FIRM DOREVE NICHOLAEFF TO TOPS OF W12x35 STEEL BEAMS. USE A PAIR OF SIMPSON PB44 $. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES POST BASES. CUT-OFF THE EMBEDMENT LEGS AND GRIND THE ARCHITECT, INC. IN THE PLANS AND SPECIFICATIONS TO BOTTOM FLAT (NO BURRS). DRILL 4 EA. 5/B' DIA. HOLES IN BOTTOM THE ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL (EQUALLY SEPARATE IN 4 HOLE SQUARE PATTERN). ATTACH THESE ANY ERRORS OR DISCREPANCIES ON ' CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK, - THE DRAWINGS, SHOP DRAWINGS AND FOR PROPER LAYOUT. VERIFY ALL ITEMS PRIOR To BASES TO THE TOP OF THE W12x35 W/ 4 EA. Ya TAP-CON STEEL DRIVE - ORDERING. SCREWS (NEED A MINIMUM OF YZ CUTTING TIP. DETAILS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE 9. CONTRACTOR TO LEAVE HOUSE AND PROPERTY 1N CLEAN THE WORK HAS COMMENCED. AND READY TO BE "LIVED 1N" CONDITION. DIMENSIONS ARE To BE USED 40. ALL CLAIMS FOR ADDITIONAL WORK MUST BE APPROVED MAsq DRAWINGS ARE TO BE SCALED. no `1N . IN WRITING BEFORE WORK 1S BEGUN, OTHERWISE 2� THERE WILL BE NO OBLIGATION BY THE OWNER TO u T.JARNUM - _,,..� REIMBURSE THE CONTRACTOR. PHIL tv ECHAN�I(:AL ��. G.C. To VERIFY EXACT LOCATION OF EXISTING HVAC No.30f,90 vN � 1,A g AND POOL EQUIPMENT AND COORDINATE RELOCATION OF fc UNITS TO BE MOVED PRIOR TO CONSTRUCTION. NEW STRUCTURAL BEAM-SEE • STRUCTURAL DWGS. .1 OB PROVDE NEW BATT INSULATION l�,! NICHOLAEFF ARCHITECTURE+DESIGN BETWEEN ALL NEW RAFTERS- TYR 812 MAIN STREET - C E OS TEL.5�08-420-5298655 FAX 508-420-2240 D W W W.NICHOLAEFF.COM _— PROJECT NUMBER: F � C RELOCATED DOOR t TRIM NEW STRUCTURAL POST BEYOND DRAWN BY: OJO SCALE: AS NOTED EXISTING RAILING q N DATE: 21 MARCH, 200E SECOND FLOOR 50.50 EXISTING SEGMENT OF DECK TO REMAIN.(INSTALL NEW SARNAFIL MEMBRANE FLASHRIG AS REOURED) _ PROVIDE 1 CONT.LAYER Ye TYPE -- X GYPSUM WALL BOARD ON ALL CEILING AMC)WALL SURFACES OF EXISTING GARAGE-TYP. TITLE NEW SECTION T.O. FNDN. � 37.6-9 . SECTION SCALE: 1/4' = T-O' DRAWING KEY GENERAL WORK NOTES P9� 63 1. GENERAL CONTRACTOR (G.G.) TO MAKE THOROUGH `tN OE jR 'LGT• NEW CONSTRUCTION VISUAL INSPECTION OF PREMISES PRIOR TO SUBMITTING C I t,I� PRICE DUE TO THE EXTENT OF WORK REQUIRING FIELD _J EXISTING CONSTRUCTION VERIFICATION AND INSPECTION. at i PHI;S T.VF.HNUM TO REMAREMAINJ .. ,oI NOOK .; = MEG++30N690 i_ _.__i EXISTING CONSTRUCTION RESIDENCE 2. ALL WORK SHALL MEET OR EXCEED REQUIREMENTS, I" No.3()E90 1 TO BE DEMOLISHED „ REGULATIONS, CODES OF THE MASSACHUSETTS .:STATEUNIFORM T ORDINANCES OFGTHE Town OF BARNSOt4 CO TABLE DE AND OTHERF�S/G_ ��:�Q� ADDITION AUTHORITIES HAVING JURISDICTION. 285 BAXTER NECK RD 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT Z`11+�fiI t-�g MARSTONS MILLS, MA 02648 APPROVAL. THE CONTRACTOR SHALL ARRANGE FOR ALL_ REQUIRED INSPECTIONS PRIOR TO FINAL PAYMENT. N Q N O L w I W J 4. G.C. SHALL FOLLOW ALL MANUFACTURERS' SPECIFICATIONS Q a W m W LL U5 Z or-4 Q a J�Q W W O . Q ZKJ p pol _Ov QJ iN B'W AND INSTRUCTIONS ON PREPARATION AND INSTALLATION OF f r W Q w.4 r J IL -�Z O O W R 0 O O c J L PRODUCTS CALLED FOR UNLESS OTHERWISE NOTED O N N r a E W>J Q r'�N LL J 3 S m U Oar J 3 N 'o a W O J U a MQ 2� ^�Oi ON DRAWINGS. rx Q�?� a 4M'Lxaa iWJ�O0 a x400 �3WIII0 13 Jpr IJ L OW-A vJ a i Jodpz xQpp GENERAL NOTES: 5. 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KWr J J a �Jaom4 �Jr TITLE O WOI-Q-1 pB JLL WLa a Q L a7 a04 W Ja ZK7 Orr l-Q Orr Q V NLLa w a Orr Q EXIST ING SECOND ND FLOOR no nN Ill a 0 u aNNa0 J1:00 ,040 w 0Wo FRAMING PLAN wm QOr r 7 : rw00 amgipJ �m ILI fli0 , =�O NOQ p NOW ci N Jm W up aN5 W a. Q 0 u-to 4 rJLLln WCL M0 r n J pUNO r Op pa1� x 3 x rjM Ill x J02MQ rJ OJQ NOl DzW r Q �,-ON>�ON W �aa J OaOra 0 Oa 4 uw w w 00 aN00 Q a-O O-QQrr Q 6 V aJQr , J n na aJOr ENVa n - FXI�TII�� SFIw0�I1 FL008 FRA11�InG ==701t" SCALE: 1/4° l=. .s AlA i`. 1 DRAWING KEY GENERAL WORK rf0'1'ES _ 1. GENERAL CONTRACTOR (G.C.) TO MAKE THOROUGH •-'�' NEW CONSTRUCTION / VISUAL INSPECTION OF PREMISES PRIOR TO SUBMITTING EXISTING t PRICE DUE TO THE EXTENT OF WORK REQUIRING FIELD �� TO REMA REMAIN ■� ■�� VERIFICATION AND INSPECTION. it (IF ` (� 7 EXISTING CONSTRUCTION ll IJ►.7 i��J 1\j t.l�J 2. ALL WORK SHALL MEET OR EXCEED REQUIREMENTS, TO BE DEMOLISHED REGULATIONS, CODES OF THE MASSACHUSETTS STATE ��I T I0�j UNIFORM BUILDING AND PIKE PREVENTION CODE, AND THE ORDINANCES OF THE TOWN OF BARNSTABLE ; AND OTHER • AUTHORITIES HAVING JURISDICTION. 285 BAXTER NECK RD 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT MARSTONS MILLS, MA 02648 APPROVAL. THE CONTRACTOR SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS PRIOR TO FINAL PAYMENT. 4. G.C. SHALL FOLLOW ALL MANUFACTURERS' SPECIFICATIONS AND INSTRUCTIONS ON PREPARATION AND INSTALLATION Or- PRODUCTS CALLED FOR UNLESS OTHERWISE NOTED ON DRAWINGS. GENERAL NOTES: 5. ALL WORK SHALL BE PERFORMED COMPLETE, LEAVING EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, LABOR AND EQUIPMENT PROVIDED BY THE CONTRACTOR THE DRAWING AND ALL OF THE IDEAS EXCEPT AS SPECIFICALLY NOTED, OR ARRANGED IN ARRANGEMENTS, DESIGNS AND PLANS WRITING. INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED BY AMC) REMAIN - 6. ALL WORK SHALL BE CONSIDERED NEW EXCEPT AS THE PROPERTY OF DOREVE NICHOLAEFF, OTHERWISE NOTED AS "EXISTED' OR 'RE—USE". ARCHITECT INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM 7. ALL WORK SHALL BE FULLY GUARANTEED FOR NOT LESS OR CORPORATION FOR ANY PURPOSE: THAN ONE YEAR FROM THE DAY OF FINAL ACCEPTANCE 2B_ OF THE PROJECT BY THE OWNER. 0= PLYWOOD BUTTRESS EXCEPT WITH SPECIFIC wRlrren PERMISSION t- WALL - INSTALL 1/2' CDX OF THE FIRM DOREVE NICHOLAEFF 8. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES W q Ill W PLYWD. INSIDE AND OUT. ARCHITECT, Inc. IN THE PLANS AND SPECIFICATIONS TO z a SOLID BLOCK ALL JOINTS THE ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL 0 m a NAIL W/8D 04' O-C. ANY ERRORS OR DISCREPANCIES ON CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK, UzK THE DRAWINGS, SHOP DRAWINGS AND - . - FOR PROPER LAYOUT. VERIFY ALL ITEMS PRIOR TO F,0 w DETAILS ARE TO BE BROUGHT TO THE ORDERING. IL N z R O' ATTENTION OF THE ARCHITECT BEFORE 9. CONTRACTOR TO LEAVE HOUSE AND PROPERTY 1N CLEAN jN0 THE WORK HAS COMMENCED. AND READY TO BE LIVED IN" CONDITION. _ Ei I I DIMENSIONS ARE TO BE USED AMC) NO 10. ALL CLAIMS FOR ADDITIONAL WORK MUST BE APPROVED LP GANG-LAM BUTT DRAWINGS ARE TO BE SCALED. IN WRITING BEFORE WORK IS BEGUN, OTHERWISE - THERE WILL BE NO OBLIGATION BY THE OWNER TO SPLICE - INSTALL 5/ k'V.�-` � - REIMBURSE THE CONTRACTOR. CDX PLYWD. SIDE FL cp�;t.k r^'..----" 11. G.C. To VERIFY EXACT LOCATION OF EXISTING HVAC EA. SIDE MIN. 4'-0°. Gl r ;y�' oY,S, nQ W/(3) ROWS 7D EA. S •rl: - AND POOL EQUIPMENT AND COORDINATE RELOCATION OF UNITS TO BE MOVED PRIOR TO CONSTRUCTION. z W FT- >� K Y �LL t7 L TJ H000 a 0 I U Oa a f -- C' a v pJ z> JU Q /00; zJ <<< X0p Q 0 a J F 0J y NICHOLAEFF ARCEMCTURE+DESIGN v 013 U= a z CL W p vl p ,Pv i 812 MAIN STREET 4= 0 f Z: f N �� my a OSTERVn.LE,MA 02655 J N } TEL,508-420-5298 F r u a ry a K FAX 508-420-2240 i m a ~ WW W .NICHOLAEFF.COM 'T nNm ft N N °w PROJECT NUMBER: d FW � F yr � Z: x w z r _ M DRAWN BY: (DJC) JL -3/ ' x 1-1 ' L L [AIN RID E SCALE: AS NOTED a DATE: 21 MARCH, 2008 3 L 4? # Q z Ur �{ >< 0 t JP <F ry - - z 0 op - ------------------------------ - -- _ TITLE `p g J Tit ---------------------------- - 0 EXISTING ROOF P x co o a ------------------------------------------------- -� - c - FRAMING PLAN 2, vmN3 -lo- Q „I myi �- --- ------ -- --- I — — nn } 2' I L-"---------------------------- I I 4�r -- S�- 011 EXISTING ROOF FRAMING SCALE: 114, _ ITINT GENERAL WORK NOTE rj q1 t3 DRAWING KEY 'I. GENERAL CONTRACTOR (G.C.) TO MAKE THOROUGH ��P�SN OF M fe NEW CONSTRUCTION VISUAL INSPECTION OF PREMISES PRIOR TO SUBMITTING 0 7_VARNUtvI (�L I('I� PRICE DUE TO THE EXTENT OF WORK REQUIRING FIELD - o PHIL BROOK EXISTING CONSTRUCTION 1 MECHAMOAL '" VERIFICATION AMC) INSPECTION. No.30690 TO REMAIN 1 G CONSTRUCTION 1 \T(A E 2. ALL TO BE WORK SHALL MEET OR EXCEED REQUIREMENTS, - � \�4. TO BE DEMOLISHED `` II E(.7 11)E4 REGULATIONS, CODES OF THE MA$SAGHUSETT$ .STATE - fSSIONAI F- ADDITION UNIFORM BUILDING AND FIRE PREVENTION CODE, AND THE ORDINANCES OF THE TOWN OF BARNSTABLE ; AND OTHER STRUCTURAL NOTES: AUTHORITIES HAVING JURISDICTION. 28rJ BAXTER NECK RD 0OVERFRAME CONDITION; BUILD-UP EXISTING DECK SUB-FRAME TO MATCH 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT MAIN AREA FLOOR FRAMING. MARSTONS MILLS, MA 02648 APPROVAL. THE CONTRACTOR SHALL ARRANGE FOR ALL REQUIRED INSPECTION$ PRIOR TO FINAL PAYMENT. O VERIFY INSULATION; 2x10'S NEED R-30, 2x5'S NEED R-30C. 4. G.C. SHALL FOLLOW ALL MANUFACTURERS SPECIFICATIONS oC HEADER BEAM; 2 EA. 1-75'x9.5' 1.9E MICRO-LAM LVL. FASTEN THE LVL AND INSTRUCTIONS ON PREPARATION AND INSTALLATION OF PLYS TOGETHER W/ 2 ROWS OF 35/ TRUSS-LOK SCREWS ® 16' O.C. PRODUCTS CALLED FOR UNLESS OTHERWISE NOTED ON DRAWINGS. SUPPORT THE RAFTERS 1N 51MPSONBLUS28 HANGERS USING NOTCH CUTS. GENERAL NOTES: 5. ALL WORK SHALL SE PERFORMED COMPLETE, LEAVING EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, SUPPORT POSTS; 3.5'x5.25" 1.8E PARALLAM PSL THE DRAWING AND ALL OF THE IDEAS LABOR AND EQUIPMENT PROVID BY THE ED CONTRACTOR ARRANGEMENTS, DESIGNS AND PLANS EXCEPT AS SPECIFICALLY NOTED, OR ARRANGED IN O TOP CONNECTIONS; SETS OF SIMPSON ACE4 POST CAPS WRITING. INDICATED THEREON OR REPRESENTED LOW HEADER; 3-2"x6' KD SPF CONTINUOUS W/ Y2 CDX FILLERS THEREBY ARE OWNED BY AND REMAIN 6. ALL WORK SHALL BE CONSIDERED NEW EXCEPT AS THE PROPERTY OF DOREVE NICHOLAEFF, OTHERWISE NOTED AS "EXISTED' OR 'RE-USE". PROVIDE SIMPSON H2.5A HURRICANE CLIPS ® 16' O.G. ARCHITECT INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM 7. ALL WORK SHALL BE FULLY GUARANTEED FOR NOT LESS � BOTTOM CONNECTIONS; OPEN FLOOR AND PROVIDE CLEAR ACCESS OR CORPORATION FOR ANY puavoSE: -THAN ONE YEAR FROM THE DAY OF FINAL ACCEPTANCE TO TOPS OF W12x35 STEEL BEAMS. USE A PAIR OF SIMPSON PB44 EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE PROJECT BY THE OWNER. POST BASES. CUT-OFF THE EMBEDMENT LEGS AND GRIND THE OF THE FIRM DOREVE NICHOLAEFF 8. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BOTTOM FLAT (NO BURRS). DRILL 4 EA. 5/g D1A. HOLES IN BOTTOM ARCHITECT, INC. IN THE PLANS AND SPECIFICATIONS TO (EQUALLY SEPARATE 1N 4 HOLE SQUARE PATTERN). ATTACH THESE THE ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL BASES TO THE TOP OF THE W12x35 W/ 4 EA. 1'a TAP-CON STEEL DRIVE ANY ERRORS OR D15CREPANCIP-5 On CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK, - SCREWS (NEED A MINIMUM OF YZ CUTTING TIP. THE DRAWINGS, SHOP DRAWINGS AND FOR PROPER LAYOUT. VERIFY ALL ITEMS PRIOR TO DETAILS ARE TO BE BROUGHT TO THE ORDERING. ATTENTION OF THE ARCHITECT BEFORE 9. CONTRACTOR TO LEAVE HOUSE AMC) PROPERTY 1N CLEAN THE WORK HAS COMMENCED. AND READY TO BE 'LIVED IN' CONDITION. -- --'---- DIMENSIONS ARE TO BE USED AND NO CIO. ALL CLAIMS FOR ADDITIONAL WORK MUST BE APPROVED J L. DRAWINGS ARE To BE SCALED. IN WRITING BEFORE WORK 1S BEGUN, OTHERWISE 1 F_ .g ?- THERE WILL BE NO OBLIGATION BY THE OWNER TO — -- tl�;,fl, �-' REIMBURSE THE CONTRACTOR. J_j r E Jl (L'" Kfz Lm°00 G.C. To VRIFY EXACT LOCATION OF EXISTING HVAC L J L 1 rAND POOL EQUIPMENT AND COORDINATE RELOCATION OFUNITS TO BE MOVED PRIOR TO CONSTRUCTION. r _ 1 r L J L 1 r 1 r - _ J L J .L 1 r 1 r L J L J L F 1 r 1 r NICHOLAEFF ARCHITECTURE+DESIGN . L _ J r 812 MAIN STREET C J L OSTERVILLE,MA 02655 r 1 r r TEL.508-420-5298 FAX 508-420-2240 L J L J L W W W.NICHOLAEFF.COM F 1 r 1 r F_ I F PROJECT NUMBER: L J L J L r 1 r 1 r L J I- J L DRAWN BY: OJO r 1 r 1 r L J L J - r r 1 SCALE: AS NOTED L J L J F_ 1 r 1 - L 3.5'X526 PS D H J L 3.5'x525'P H D J L F_ 1 r r DATE: 21 MARCH, 2008 L L L r 1 r 1 r r 1 r 1 r - L J L J — r AL, 1 rr - -1r -1r -1r -III 'IF -IF -Ir -IF -1r I, --- L r TITLE r 1 NEW SECOND FLOOR el FRAMING PLAN J r- . NSW MOND FLOOR FRAMING SCALE: 1/4" = 1'-0" � J ARNIIM GENERAL WORK NOTE�1 2��g��`�0A 11M ' DRAWING KEY ''I. GENERAL CONTRACTOR (G.C.) TO MAKE THOROUGH o' PHILB?!'OK uI NEW CONSTRUCTION ;dEGHA.N!CAL VISUAL INSPECTION OF PREMISES PRIOR TO SUBMITTING " No.3U690 `� I�,Ir PRICE DUE TO THE EXTENT OF WORK REQUIRING FIELD C_ EXISTING CONSTRUCTION 1 1 VERIFICATION AND INSPECTION. - �. pF i.,.b G��>,. TO REMAIN 2. ALL WORK SHALL MEET OR EXCEED REQUIREMENTS, EXISTING CONSTRUCTION 1 FS I EN - II I� S I I)Il 1\T F TO BE DEMOLISHED J J .l J REGULATIONS, CODES OF THE MASSACHUSETTS STATE STRUCTURAL NOTES: m-ftw`mull T UNIFORM BUILDING AND FIRE PREVENTION CODE, AND THE �i 1)I)I T I O ORDINANCES OF THE TOWN OF BARNSTABLE ; AND OTHER ( OVERFRAME CONDITION; BUILD-UP EXISTING DECK SUB-FRAME TO MATCH AUTHORITIES HAVING JURISDICTION. MAIN AREA FLOOR FRAMING. 285 BARTER NECK RD 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT O VERIFY INSULATION: 2x1O'S NEED R-30, 2x8'S NEED R-30C. MARSTONS MILLS, MA 02648 APPROVAL. THE CONTRACTOR SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS PRIOR TO FINAL PAYMENT. O HEADER BEAM; 2 EA. 1.75'x9.5' 1.9E MICRO-LAM LVL. FASTEN THE LVL 4. G.C. SHALL FOLLOW ALL MANUFACTURERS' SPECIFICATIONS PLYS TOGETHER W/ 2 ROWS OF 35/B TRUSS-LOK SCREWS ® 16' O.C. - AND INSTRUCTIONS on PREPARATION AND INSTALLATION of SUPPORT THE RAFTERS IN SIMPSON LUS28 HANGERS USING NOTCH PRODUCTS CALLED FOR UNLESS OTHERWISE NOTED CUTS. ON DRAWINGS. OD SUPPORT POSTS; 3.5'x5.25' 1.8E PARALLAM PSL GENERAL NOTES: S. ALL WORK SHALL BE PERFORMED COMPLETE, LEAVING EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, O TOP CONNECTIONS; SETS OF SIMPSON ACE4 POST CAPS THE DRAWING AND ALL OF THE IDEAS B LABOR AND .EQUIPMENT PROVIDED Y THE CONTRACTOR EXCEPT AS SPECIFICALLY NOTED, OR ARRANGED IN ARRANGEMENTS, DESIGNS AND PLANS WRITING. ( LOW HEADER; 3-2'x6' KD SPF CONTINUOUS W/ Y2 COX FILLERS INDICATED THEREON OR REPRESENTED d(� PROVIDE SIMPSON H2.5A HURRICANE CLIPS 0 16' O.G. THEREBY ARE OWNED BY AND REMAIN 6. ALL WORK SHALL BE CONSIDERED NEW EXCEPT AS `/ THE PROPERTY OF DOREVE NICHOL4EFF, OTHERWISE NOTED AS "EXISTED' OR OR -USE". O BOTTOM CONNECTIONS; OPEN FLOOR AND PROVIDE CLEAR ACCESS ARCHITECT Inc. no PART THEREOF TO TOPS OF W12x35 STEEL BEAMS. USE A PAIR OF SIMPSON PB44 SHALL BE UTILIZED BY ANY PERSON, FIRM 7. ALL WORK SHALL BE FULLY GUARANTEED FOR NOT LESS POST BASES. CUT-OFF THE EMBEDMENT LEGS AND GRIND THE OR CORPORATION FOR ANY PURPOSE: THAN ONE YEAR FROM THE DAY OF FINAL ACCEPTANCE BOTTOM FLAT (NO BURRS). DRILL 4 EA. %s DIA. HOLES IN BOTTOM EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE PROJECT BY THE OWNER. (EQUALLY SEPARATE IN 4 HOLE SQUARE PATTERN). ATTACH THESE of THE FIRM DOREVE NICHOLAEFF 8. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BASES TO THE TOP OF THE W12x35 W/ 4 EA. Ya TAP-CON STEEL DRIVE ARCHITECT, INC. , IN THE PLANS AND SPECIFICATIONS TO SCREWS (NEED.A MINIMUM OF Yz' CUTTING TIP. THE ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL ANY ERRORS OR DISCREPANCIES On - CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK, THE DRAWINGS, SHOP DRAWINGS AND FOR PROPER LAYOUT. VERIFY ALL ITEMS PRIOR TO DETAILS ARE TO BE BROUGHT TO THE ORDERING. ATTENTION OF THE ARCHITECT BEFORE 9• CONTRACTOR TO LEAVE HOSE AND PROPERTY IM CLEAN THE WORK HAS COMMENCED. AND READY TO BE 'LIVED IN CONDITION. ' DIMENSIONS ARE TO BE USED AND NO 10_ ALL CLAIMS FOR ADDITIONAL WORK MUST BE APPROVED DRAWINGS ARE To BE SCALED. IN WRITING BEFORE WORK IS BEGUN, OTHERWISE •-f - THERE WILL BE NO OBLIGATION BY THE OWNER TO CA?^ TA REIMBURSE THE CONTRACTOR_ C- �"R"' "'&�"'• - 11. G.C. TO VERIFY EXACT LOCATION OF EXISTING HVAC f AND POOL EQUIPMENT AND COORDINATE RELOCATION OF UNITS TO BE MOVED PRIOR TO CONSTRUCTION. NICHOLAEFF ARCHITECTURE+DESIGN 812 MAIN STREET OSTERVILLE,MA 02655 TEL.508-420-5298 —_ FAX 508-420-2240 W W W.NICHOLAEFF.COM PROJECT NUMBER: DRAWN BY: OJO JL SCALE: AS NOTED 3 x525 Psi. D 3.5 525'PS D - .- DATE: 21 MARCH, 2006 1 2-1 5°x9 'L r - , r TITLE NEW ROOF <<� F _ c FRAMING PLAN - (3 X6 - (N)2x10 RAFTERS®16' / O.C.-TYP. NEW ROOF FRAMING SCALE: 1/4" _ -0' J j . FINISH GRADE YY��Vx ' yf�s X i i0 `v COMPACTED FILL 3' MAXIMUMMAY BE REPLACED WITH WS1TU MATERIAL PEASTONE IF ENCOUNTERED REMOVE .d ' UNSUITABLE MATERIAL TO INSURE THE d' • .o O+ . SIDEWALL AREA OF SYSTEM IS IN o •:. d DOUBLE '. t•• 3/4" - 1 1/2" REMOVE UNSUITABLE MATERIAL p�� CLEAN MEDIUM SAND OR FILL PER ``� a d • WASHED FOR 5-FEET' IF APPLICABLE I b a 310 CMR 15.201 - 15.293 N • .' d :• ' S CULTEC 330 : . TONE 00° • �o A 46" 12' 46" 5' ��i✓(\ 5' 22' LOCATION MAP CROSS-SECTION OF QiAMBER COTUIT QUADRANGLE NOT TO SCALE? LOG OF SOIL EVALUATION SCALE: 1:25,000 LOCATE VENT SO IT _ ASSESSORS IS NOT READILY SEEN No. P-86394-96 MAP 75 PARCEL 10 SOIL EVALUATOR: BAXTER & NYE, INC. F FLR EL = 38.7' INSTALL AMOCO NON-WOVEN GEOTEX11LE BOARD OF HEALTH: EDWARD F. BARRY ZONES: FILTER FABRIC #4547 OR EQUAL EXCAVATOR: SHORELINE CONSTRUCTION A. P. _ SEE LANDSCAPE PLAN PROPOSED TENNIS " FOR FINISH GRADE M COURT TP #1 EL = 27.0' RF EL=26.0' (FINISH GRADE) BSMT FLR EL = MINIMUMS 28.3 0 EL=27.0' TP #2 AREA = 43,560 S. F. O FOREST DEBRIS EL = 26.0' FRONTAGE = 150' 23.0' WIDTH N/A 0-3" O EL=26.8' 27.0' 25:a0-GAL 15 CULTEC 330 A COARSE SAND 0 EL=26.0' FRONT SETBACK = 30' 2s.25' oO FOREST DEBRIS 2-COMPARTMENT I RECHARGER UNITS 3"-7" EL=26.4' SIDE SETBACK = 15' SEPTC TANK 26.0' 0-3" EL=25.8' 21.0' O COARSE SAND REAR SETBACK = 15' 25.5' 25.0' O COARSE SAND BUILDING HEIGHT = 30' BEDDING AS 3 -7 EL=25.4' BO COARSE SAND DATUM FOR THIS PLAN IS NGVD PER TITLE 5 2 5' 7"-40" EL=22.7' REF: DEP FILE No. SE 3-2973 10' 11' 10' 4s' 12' OC COARSE SAND ;� PERC EL=20.5' -� 40"-120"� EL=17.0' U� COARSE SAND - 40"-120" EL=16.0' WIDTH \ v T E R . B A ^ - R=239.96' N 84'45'00" E L- 1• � -- 76.4� 9iQjgeCF N 84 45'00" E 74.00' V� � Rom? -� 170.36 3 ,4 4111 09. DEVELOPED PROFILE OF PROPOSED SEP11C SYSTEM 3t / NOT TO SCALE lop 15 CULTEC UNITS TOTAL 3+ PAVEMENT 9� 001 (1) 330 S (STARTER) ® 7.5' PERFORATED (13) 330 1 (INTERMEDIATES) ® 6.25' 4" PVC PIPE (1) 330 E (END) 0 6.25' 1 N L 0 T 2 DIST i :.•.. . • .. • .. �' 129,536 S. F. t BOX �."`•: ":;: :. . �• , .,,•.. • ,•:.�.••:• _ + 2 0,216 S. F. t 95' - `N 6 11 \ 34 BELOW COASTAL BANK 149,752 S. F. t PLAN VIEW - LEACHING CHA SERE � � \ .` 3.43 ACRES t NOT TO SCALE 34 \, \� PER RECORD PLAN 36 note plan revision date: 10/23/95 32 \38 DESIGN DATA \ SINGLE FAMILY - 7 BEDROOMS WITH GARBAGE GRINDER SEPTIC TANK: 770 x 200% = 1540 GPD 40 z 0 USE 2500 GAL TWO COMPARTMENT SEPTIC TANK COMPARTMENT #1 = 1540 GALLON MINIMUM °' \ COMPARTMENT #2 = 770 GALLON MINIMUM o o CULTEC LEACHING CHAMBER DESIGN RECHARGER 330R ` ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED WITH CAPPED ENDS +u USE 1 - 4" DISTRIBUTION LINE IN 15 RECHARGER UNITS ? IN A 12' x 95' WASHED STONE FIELD AS SHOWN \ _ 3? LEACHING AREA REQUIRED: \ 770 GPD/0.74 = 1041 SF + 50% = 1561 SF ` " 2(95 + 12) x 2 = 428 SF SIDEWALL AREA - - '6 95' x 12' = 1140 SF BOTTOM AREA \. 1568 SF PROVIDED PROPOSED .`4 PERCOLATION RATE: </= 2 MIN /INCH DRIVEWAY SOIL CLASS I 32 4 cn o Z V N N p rFj 28? 26 Z 24 Z2 0 �\ C 44 20 l 112' - 39.2 ? NOTES: VEfVTj LOT IS MUNICIPAL WATER WATER SUPPLY FOR THIS X i 20 .._ Lu LOCATION OF UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS I I I Q •. r I. PROJECT THE CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE (1-800-322-4844) AND I I { ! i FINISH GRADE APPROPRIATE WATER DISTRICT FOR LOCATION DATA. I ! I w u I TENNIS COURT THE CONTRACTOR IS REQUIRED TO SECURE APPROPRIATE °�° , i' , �' ' +; EL - 26'p PERMITS FROM TOWN AGENCIES FOR CONSTRUCTION DEFINED BY THIS PLAN. INSTALL RISERS AS REQUIRED TO WITHIN 12" OF FINISH GRADE. 46 f oo 22 � N ' \ ALL STRUCTURES BURIED FOUR FEET OR MORE OR SUBJECT TO l M VEHICULAR TRAFFIC TO BE H-20 LOADING FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR / I� ! 1 I 24 SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS; 1 ( I �` �• ��' S I T E P L A N IN PARTICULAR 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE j 1 J �• ' G.q / TITLE 5, TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART VIII: ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE I j / AT BOARD OF HEALTH RECOMMENDATIONS FOR ACCEPTED PRACTICE. w R I cNco ncsn :[• ,INS, c SC!LC CENE'A M nannnccn SvTTEM is ncn,I ncn = FOR I-ANI�Cr+e,,_ N - / _ ..,-. ..r...,.� . _.--.. -.-_-... _ .-__ ....<,_.--.- ....,.. �. .. _ - �� _.,�>.,,, , .... ..�. �.,. o .i COA 'D FINISH I RAut-RE IL 1 t. _ a i u- r,'.� ", ROAD--- U., BACKFILL WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS 44-, G FOLLOWS: NOT MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE ^� � / o o SEE LANDSCAPVAn0NS 2 ' BS �5 a, 9 . RETAINED ON No. 50 SIEVE, OF FRACTION PASSING No. 4, - E p M1` . MARSTONS MILLS MASS. THAN 0� 10% OR LESS TO PASS No. 100 SIEVE AND 5% OR LESS TO PASS No. % _ l BY OTHERS LAN �;� I . S - q-OOR � 28 • 200 SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE 28'3' PRIOR TO PLACING ON SITE. / � � ,pi , ' I FOR 0 TWO COMPARTMENT SEPTIC TANK REQUIRES TWO WEEKS LEAD TIME TO ORDER FROM SUPPLIER. 36 \ / �' DIANE L GLICK THE FIRST COMPARTMENT OF THE SEPTIC TANK SHALL BE SIZED FOR \ ' 11 i AII�SED S!N(;LE / 32 A MINIMUM HYDRAULIC DETENTION TIME OF 48 HOURS BASED ON THE �\ W.ING DESIGN FLOW; THE SECOND COMPARTMENT SHALL BE SIZED FOR A �4 \ 6' D>yE i MINIMUM HYDRAULIC DETENTION TIME OF 24 HOURS BASED ON THE \ \ FND EL = 38.7 , / SCALE: 1 = 4)' JANUARY 15, 1998 DESIGN FLOW IN ACCORDANCE WITH 310 CMR 15.224: MULTIPLE �- COMPARTMENT TANKS. TWO TANKS IN SERIES MAY BE SUBSTITUTED SUCH THAT THE FIRST TANK IS 2000 GALLONS AND THE SECOND TANK �6� \ i BAXTER & NYE, INC. IS 1000 GALLONS AS PER 310 CMR 15.225. = �o \� .��\ 812 MAIN STREET OSTERVILLE, MASS., 02655 2a TBM 0 I. P. (508)-428-9131 J \ EL = 34.78' 32 50' BUFFER FROM II 14 42\ as NI TOP OF BANK 30 ; 44 \ i o l • �, J GRAPHIC SCALE 1 rn TBM a I. P. 40 o zo 40 so Leo 28 ;/ \\ _ �-_.J ! 1! 30 EL = 31.67' 22 i ��✓ -� cn N ( IN FEAT ) / _ 24 1 inch = 40 ft. I CERTIFY THAT THE PROPOSED FOUNDATION SHOWN 20 _ �2 rn cn HEREON COMPLYS WITH THE SIDELINE AND SETBACK is-- REQUIREMENTS OF THE TOWN OF BARNSTABLE AND IS 16 NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. 14 - _ -101t m a Ft= PLAIN i 2�'�_-. CONTOUR 11 -'0gTEP4;EN DATE: Jh�.� -r S t g a 8 g z _ _ 170.04' a 86'33'40" 6 I ,�. � r ALLYN WILSON 6 8' __._1 C., cn •'d" No.3Ef2 6 28.7 �. 4 �- l AATER & NYE, INC. - - .mod � i5�98' N 0 R T H 13 Y 15 as 97089 (SITE02.DWG) i _ __..