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Home My WebLink About0050 WATERMAN FARM ROAD - Health (2) 50 Waterman Farm Road Centerville = 207 104 I I No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitatlon for Disposal bpstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System [individual Components Location Address or Lot No. 50 WP. tYV�,F' 1�i°t6.V �dd�J Owner's Name,Address,and Tel.No. CeM-t!fvl.l-GAIt NMVAV,T. Assessor's Map/Parcel ` 7 y� "Q� ^ Installer's Name,Address,and Tel.No. 4EEIL ISTEW-0 S Desi er's Name,Address,and Tel.No. Qom. 71 AtrS�s M:1� w►h. Sob_-t7b.90�Y �'v® v... tn5�r�u t - P,Ss,ti Gsh *_kl 8-3 3V Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date 0 Q Title Size of Septic Tank v D Type of S.A.S. _ �S Description of Soil Nature of Repairs or Alterations(Answer when applicable) of VL QmZ�� r � Date last inspected: Vj mt at/ — ) Agreement: Pv✓ �_PP L 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 Cod d not to place the system in operation until a Certificate of ; Compliance has been issued by this Board a . . Signe& Date Application Approved by Date o Application Disapproved by Date for the following reasons Permit No. �17(,0 v � / Date Issued Z a, ke, /�` No. O O ' �D! 1 J tr t i Fee THE COMMONWEALTH�OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4pficationtforr IDi8tlosar *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) I:Jpgrade( ) Abandon( ) ❑Complete System individual Components Location Address or Lot No.50 kp-N �-6XO Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Z07 /p1- i NIA. 0-2 Installer's Name,Address,and Tel.No. t=K c S Tfvr-ju S Designer's Name,Address,and Tel.No. po. PcaX -)I mty-5��hS M;115 N►q Sob-?��-9Gs Vl\ VAN o L*-1t2b-33y'1 Type of Building: *.-- Dwelling No.of Bedrooms S Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other.Fixtures 0 Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date 10//9 2 o f Title f / / Size of Septic Tank ', U o Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) (CIO Ate 6V L TkA Date last inspected: U j h feg I / a o// k-1) -- ) / Agreement: �pv,/ S,P P"l1� ✓�ui I �S 1 r Lf r fl /.f. 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 Cod d not to place the system in operation until a Certificate of q � Compliance has been issued by this BXard ea . Sign�e/l, Date Application Approved by Date �� v Application Disapproved by Date for the following reasons ( Permit No. 0 / / Date Issued f o - ----------------- THE COMMONWEALTH OF MASSACHUSETTS -----------------------�-------=�------ . .- c ` BARNSTABLE,MASSACHUSETTS Q '` �lCertificate of Compliance S p� e ' TMS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(�/) Repaired( ) Upgraded( ) Abandoned( )by at 50 ��Vy-", ��401 ( e861, has been constructed in accordance //5 with the provisions of Title 5 and the for Disposal System Construction Permit No.9P 0-1 / dated bld t�/D Installer Designer #bedrooms �� Approved design flown , gpd The issuance of th's permit shall not be construed as a guarantee that the system will functio�f"as designed! DateoZ p t Inspector yv./. ,� No. .20 to — -----------�-----�-------------------__-=----�--` Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Mispo$al bpstem Construction Permit Permission is hereby granted to Construct( ) Repair ) Upgrade( ) Abandon( ) System located at_. o U11JCTMSx1 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Q Date b/ 7 �/0 Approved by if TRANS. NO.: CITY/TOWN: �c—r�-e�2•� i L, APPLICANT: ADDRESS: DESIGN FLOW: b GN�+u�GE Iiv �l.ov,1 gpd {�lcsv .P1C_1�yrL C�yvL�( REVIEWED BY: G� SUL-i_x v&" DATE: N/A OK NO `EL s.s+� ., ,�"�' °�-`f H, "�� v f�i ''�`.' ",k' f`r a c,- '" ' ;s^s.^h��..., �`Y,- � --`'•, °i.x� a. Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] Locus Provided [310 CMR 15.2204(t)] t/ Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for com onents) [310 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] (� System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] Awyz System Calculations [310 CMR 15.220(4)(f)] v�U daily flow septic tank capacity(required andprovided) soil absorption system(required andprovided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] U/ Existing and pTposed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] .. Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and(i)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CNM 15.220(4)(n)] HA Address lf�T'�Q�N�AAQ.yVt, ,p Sheet 1 of 7 �� N/A OK NO Location of every water supply,public and private, [310 CMR, V- 15.220(4)(k)] within 400 feet of the proposed system location in the case V of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case V within 150 feet of the proposed system location in the case (/ of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other.subsurface utilities located [310 CMR 15.220(4)(m)] (if waterline cross see 310 CMR 15.211(1)[1]) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] t1 Stamp of Registered Land Surveyor(required if construction n activities within 5 ft. of lot line) [310 CMR 15.220(3)] �`� Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2)or as approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)( )] Materials specifications noted? [various sections of 310 CMR 15.000] System components not>36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] Address rikfvk Z)04,0 Sheet 2 of 7 CEDQ l L L e l a AkCNJ t 70 N/A OK NO Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches.below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14" +5"per foot for increase ft depth[310 CMR 15.227(6)] 9( Outlet tee with gas baffle or approved filter[310 CMR 15.227(4)] K Note regarding installation on stable compacted base [310 CMR 15.228(1)] �(- Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for K upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9"must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 �( CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" y 7/07 [310 CMR 15.228(2)] Access to within 6 ".of grade - one port for systems<1000gpd, two for systems>1000 gpd [310 CMR 15:228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 fl from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done [310 CMR 15.221(8)] NA H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] � Rs� � —x . Required when other than single-family dwelling or�fiow_-_1000 gpd [310 CMR 15.223(1) )} � First compartment 200%daily flow; Second compartment 100% daily flow[310 CMR 15.224(2) and(3)] "U"pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] Address es WAT-(LW"AJ Sheet 3 of 7 Mo\)c 3EPTtc 1 O&)U� N/A OK NO Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18"below water line(when water and sewer cross, see 310 CMR 15.211(1)[1]) Cleanouts required/provided ? [310 CMR 15.222(8) J Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] Siphonproblem/ leachfield below pump chamber) Endca s or vent manifoldspecified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) MEN Stable compacted base [310 CMR 15.221(2) and 310 CMR� 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" 310 CMR 15.232(3)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sum 6" [310 CMR15.232(3)(e) Watertight cover if<2000gpd);waterproof manhole if>2000gpd FV-1 [310 CMR 15.232(3)(d)] Capacity(emergency storage above working--design flow)? [310 CMR 231(2)] &4A Proper setbacks [310 CMR 15.211 same as septic tanks)] Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible(not too deep with piping, disconnects accessible Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed?Provided? [310 CMR 15.221(8)] Address 50 Sheet 4 of 7 mo\JE: sep t c o m Lit N/A OK NO Calculations correct? x MEIN. 4 5. a 4 feet of naturally occurring material demonstrated? [310 CNM 15.240(1)] Re uired separation to groundwater? [310 CMR 15.212)] Aggregatespecified as double washed [310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must be to grade) [310 CMR 15.253(2)] Aggregate 1'minimum-4'maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 s . ft.'[310 CMR 15.253(6)] Width 2'minimum T maximum[310 CMR.15.251(1)(b)] 100 feet-maximum length [310 CMR 15.251(1)(a)] Minimum separation 2x effective depth or width whichever greater(3x if reserve between trenches) [310 CMR 251(1)(d)] Situated along contours[310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] minimum 2 distribution lines [310 CMR 15.252.(2)(a)] Maximum separation between lines 6' [310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6"minimum, 12" maximum. [310 CMR 15.252(2)(g)] �o Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only 310 CMR 15.252(2)(i)] Address zkka tRe-iNI C!f,-> Sheet 5 of 7 Cer,j LL-6 N/A OK NO Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] ` Pressure dosing required on all systems.>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and UA Remedial Use A rovals] If used in gravelless system-make sure jet is directed as not to scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly (>2000 d) good to note on plan [310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by designer [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2)(e)] ,R Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface A. Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance o-. Are the variances listed on the plan ? [310 CMR 15.220 Ow (4)( )] RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414] Address TAe Y-( Coq Q Sheet 6 of 7 C C—raTe t Lt..C Cx � �NL�{ • N/A OK NO rya llSl Is ttie system in a Designated Nitrogen;Sensitive Area(Zone H for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and ° 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] F. Rs . max, z,'., Pumping to septic tank ? [ 310 CMR 15.229] Shared System [310 CMR 15.290] Address 150 A I ' MA k) Sheet 7 of 7 ¢¢77,,A N d yy ON Z NOOFOECK W��G G O r--------1 tt�� I I I BEDROOM { • LOFT 1 -------- / STORAGE - ----- / \ / —RE SEORGOM TOSE— _ �y / I BATH / W \ I V `\/ \ ✓// L-----------I ——— ---i G W a_ _ w O \ / W u U. \ / \ / Ig I O :1 0 \ / SECOND .FLOOR PLAN `" living area 7000. C 'E \ / i 1 \✓ � E are n,m SutE A9 NO GRANiNO f. TED A2 - 4 18'-4 1/2" z �as Q SCREENED IN PORCH PATIO �$9� N z.n ta.fz �6 N a&+ _ s Q to DINING ROOM no•x fo'e• • FAMILY ROOM MASTER BEDROOM GUEST BEORM/OFFICE te'e'x toro' N'e'L fe'e' n'e°x la'o• I i m KITCHEN C9•Oa O PORCH I - - MUD ROOM PA eArH f I AVINLL �EU t • PIrRY ' FOYER W PORCH BATH uNNDRv ' . �B' 11 rr l u UP O 'j PORCH 1 rA � W O CB _j 3 I_0 14_� a° cn =7 E a u u. m " FIRST FLOOR PLA N fie` C 8 a living area- 18540. uATe oefto 6WLe,]9 OMN11p f Al - 4 r Town of Barnstable �oF1HE Teti Regulatory Services Thomas F. Geiler, Director s MAM. Public Health Division 1639.M prFprA Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Date: J() I Sewage Permit# 2c�b-f$� Assessor's Map/Parcel Installer& Designer Certification Form Designer: S A\�Vw-\ Installer: &I C. cw S .._ Address: V_q,R:k (�j Address: 1'�, cx �7 1 On qk t c !&kvty_5 was issued a permit to install a J (date) (installer) septic system at (� LilLl_lfl� based on a design drawn by (address) dated 0,rc, l� (designer) ' "I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertic elocation of any component of the septic system) but in accordance with State & L a` e "hadfaan� Plan revision or certified as-built by designer to follow. Stripout (if r - mired) was sp, ted.and the soils were found satisfactory. GO o No.4G, s ller' Signature) �FFSSiONAL esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\office forms\designercertification form.doc ~ COMMONWEALTH OF MASSACHUSETTS a EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS r` DEPARTMENT OF'.ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS . SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 50 Waterman Farm Road Centerville, MA 02632 Owner's Name: Joseph Corsiglia l(� Owner's Address: Date of Inspection: July 24, 2009 Name of Inspector: (Please Print) James M.Ford Company Name: James M. Ford Mailing Address: P.O.Box 49 Osterville,MA 02655-0049 Telephone Number: _(508) 862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes CS Conditionally Passes eeds Further Evaluation by the Local Approvi uthority rn Q ils -� --- i Inspector's Signature: Date: Au ust 4 2009 , The system inspector shall sub iit a copy o this inspection report to the Approving Authority( oard of filth c DEP)within 30 days of completing this inspection. If the system is a shared system or has a de ign flow ob 10,0 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional offiPof the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Coimnents ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use: Title 5 Inspection Form 6/15/2000 page I V Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL. SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 50 Waterman Farrn Road Centerville, MA Owner: Joseph Corsiglia Date of Inspection: July 24, 2009 Inspection Summary: Check A,B,C,D or.E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the "Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it i's.structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 • Page 3 of 11 • OFFICIAL INSPECTION FORM_ NOT FOR VO LUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 50 Waterman Farm Road Centerville, MA Owner: Joseph Corsiglia Date of Inspection: July 24, 2009 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank'and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method,used to determine distance **This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of atmnonia nitrogen and nitrate nitrogen is equal to or less than 5 pptm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 • Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 50 Waterman Farm Road Centerville, MA Owner: Joseph Corsizlia Date of Inspection: July 24, 2009 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/2 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 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitro gen ogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have detennined 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 detennine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd, You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes" in Section D above the large system has failed: The owner or operator of any large system considered a significant threat under Section E or failed under.Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 • OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: SO Waterman Farm Road Centerville, MA Owner: Joseph Corsiglia Date of Inspection: July 24, 2009 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping infonnation 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 nonnal 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 detennined based on: Yes No ✓ _. 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(3)(b)]. 5 Page 6 of i l OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 50 Waterman Farm Road Centerville, MA Owner: Joseph Corsirtlia Date of Inspection: July 24, 2009 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): N/a Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330. Number of current residents: 0 Does residence have a garbage grinder(yes or no): Wa Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): - gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unavailable Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM Septic tank, distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Date installed-9122106 Per as-built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 50 Waterman Farm Road Centerville, MA Owner: Joseph Corsiglia Date of Inspection: July 24, 2009 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Continents(on condition of joints,venting, evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 32" Material of construction: ✓ concrete _metal _fiberglass polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1500 gal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 101, How were dimensions detennined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.). Tees were present. The outlet cover was 4"below. Recormnend pumping every 2 vears GREASE TRAP: None (locate on site plan) ) Depth below grade: 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: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: SO Waterman Farm Road Centerville, MA Owner: Joseph Corsig is Date of Inspection: July 24, 2009 TIGHT or HOLDING TANK: None (tank must be pu nped 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/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even 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.): The D-Box was normal no solids were vresent. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments (note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 • Page 9 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 50 lFaterman Farm Road Centerville, MA Owner: Joseph Corsiglia Date of Inspection: July 24, 2009 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: ✓ leaching chambers,number: 4-500 gal. drywells -13'x43' leaching galleries,number: leaching trenches,number, length: leaching fields,number, dimensions: overflow cesspool,number: Innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil, condition of vegetation, etc.): The drywells were dry and There did not appear to be any signs offailure A camera was used to inspect the diinvells CESSPOOLS: Norte (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 or no): Connnents (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation, etc.): 9 ti Page 10 of 1 I v .OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: SO Waterman Farm Road Centerville, MA Owner: Joseph Corsiglia. Date of Inspection: July 24,2009 SKETCH OF SEWAGE DISPOSAL SYSTEM' Provide a sketch of the sewage disposal system including ties to at least two pennanent reference landmarks or benchmarks. Locate all wells within 100 feet: Locate where public water supply enters the building. t ,Q A Q 3 y as a a 10 Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: SO Waterman Farm Road Centerville, MA Owner: Joseph Corsiglia Date of Inspection: July 24, 2009 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: ✓ 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: Using Barnstable tonQ&yphic neap and water contours snap. Map is showing approximately 12'to gi oundwater at this site The house has a basement and is dry. This report has been prepared only for the septic system and components described herein. This septic system has been inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the systent will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the septic system, the inspection;this report and/or any components of the septic system which have not been located and inspected. 11 i a� I I I �� / 1'� i i SECTIONSENDER-COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY ■ Complete items 1,2,and 3,AIso complete A ature Item 4 if Restricited Delivery is desired. ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B eceived by(Printed N e� C. Date of Delivery ■ Attach this card to the back of the mailpiece, © S or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Jos4�� C-0V �;a 3. Service Type C't^� \\�1 '"NA V2 V3Z Certified Mail 0 Express Mail ❑Registered ■Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ( wm*r from service label) j 7 0 0 6 0 610 0 0:0 D i 3 5 2 4 9 513 PS Form 3811,February 2004 Domestic Return Receipt o2595-02-10-1540 UNITED STA tl • Sender: Please print your name, address,and'ZIP+4;i h s box• ' Town of Barnstable-- Health'Dibisdn�"`�CS � 200 Main Street Hvannis,MA 02601� 11` yy q y 1 j }} tt jjt iit {} � 11ItIIIIiililtlii1111M111Ali, I'llI itl1lm!till%%IAAI-I Certified Mail#7006 0810 0000 3524 9513 ,,�� rawtias Town of Barnstable Regulatory Services = BAEtNWABL£; MASS. Thomas F. Geiler,Director 9. prEO MAC a Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 April 18, 2007 Joseph Corsiglia 65 Waterman Farm Road Centerville, MA 02632 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000, STATE SANITARY CODE II— MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF.BARNSTABLE CODE CHAPTER 170. The property owned by you located at 50 Waterman Farm Road, was inspected on April 17, 2007 by Meredith Morgan, Health Inspector for the Town of Barnstable. This inspection was conducted on the basis of the rental registration in accordance with Chapter 170 of the Town of Barnstable Code. The following violations of the State Sanitary Code were observed: 105 CMR 410.503—Protective Railings and Walls. Front deck over 30" in height— guardrail must be 36"high and balusters are to be no more then 4 '/2" apart. You are directed to correct the violations listed above within thirty(30) days of your receipt of this notice by pulling building permit and installing guardrail that is 36" in height and balusters that are no more then 4 V? apart. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance will result in a fine of $100.00 per violation. Each day's failure to comply with an order shall constitute a separate violation. QAOrder letterMousing violations\Rental ordinance\50 Waterman Farm Road.doc I Should you have any questions regarding the above violations, please contact the Town He lth Division and ask to speak with the inspector who performed the inspection. PER ORDER OF T BOARD OF HEALTH i, Thomas A. McKean, R.S., CHO Director of Public Health Town of Barnstable Cc: Meredith Morgan, Health Inspector QAOrder letters\Housing violations\Rental ordinance\50 Waterman Farm Road.doc FORM 30 C&W HOBBS&WARREN'M THE COMMONWEALTH OF MASSACHUSETTS B004RD OF H ALTH CITY/TOWN W / 0 o DE ARTMENT ,�1 Sy0y.0� CYIREtS M TEL PHONE Address oU � �Cl�1�1 ICJ(. —Occupant Floor Apartmept No. No.of Occupants No.of Habitable Rooms No.Sleeping Rooms___ No.dwelling orrooming units �Np,S ries Name and address ress of ownener Remarks Reg. Vio. YARD Out Bld s.: Fences: Garbage and Rubbish Containers: Drainage Infestation Rats or other: STRUCTURE EXT. Steps,Stairs, Porches: Dual Egress:and Obst'n.: ❑ B ❑ F ❑ M Doors,Windows: Roof Gutters, Drains: Walls: Foundation: Chimney: BASEMENT Gen.Sanitation: Dampness: Stairs: Li htin : STRUCTURE INT. Hall,Stairway: Obst'n.: Hall, Floor,Wall,Ceilin : Hall Lighting: Hall Windows: A)Ll'/2 HEATING Chimneys: Central ❑ Y ❑ N E ui . Repair TYPE: Stacks, Flues,Vents: PLUMBING: Supply Line: ❑ MS ❑ ST ❑ P Waste Line: H.W.Tanks Safety and Vent(s) ELECTRICAL Panels, Meters,Cir.: ❑ 110 ❑ 220 Fusing,Grnd.: AMP: Gen.Cond. Distrib. Box: Gen. Basement Wiring: DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen Bathroom Pantry Den Living Room Bedroom 1 Bedroom 2 Bedroom 3 Bedroom 4 Hot Water Facil. Sup.Ten.,Gas,Oil, Elect.- Stacks, Flues,Vents,Safeties.- Kitchen Facilities Sink Stove Bathing,Toilet.Facil. Vent., Plumb.,Sanit'n.: Wash Basin,Shower or Tub: Infestation Rats, Mice, Roaches or Other: Egress Dual and Obst'n: General Building Posted Locks on Doors: ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECTOR. (See Over) 'THIS INS C ON EPORT IS SIGNED AND CERTIFIED UNDER THE PAINS AND PENALTI S U INSPECTOR TITLE 17tit2k6 DATE TIME �/ '� P.M. A.M. THE NEXT SCHEDULED REINSPECTION P.M. 410.750: Conditions Deemed to Endanger or Impair Health,or Safety The following conditions, when found to exist in residential premises, shall be deemed conditions which may endanger or impair the health, or safety and well-being of a person or persons occupying the premises. This listing is composed of those items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the or occupant; the public. Because Chapter 11, 105 CMR 410.100 through 410.620 state minimum requirements of fitness for P human habitation, any other violation has the potential to fall within this category in any given specific situation but may not do so in every case and therefore is not included in this listing. Failure to include shall in'no way be construed as a determination that other violations or conditions may not be found to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of such violation(s) pursuant to 105 CMR 410.830 through 410.833 nor shall failure to include affect the legal obligation of the person to whom the order is issued to comply with such order. (A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B) and 410.202. (C) Shutoff and/or failure to restore electricity or gas. (D) Failure to provide the electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253 and the lighting in com- mon area required by 105 CMR 410.254. (E) Failure to provide a safe supply of water. (F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR 410.150(A)(1)and 410.300. (G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object, including garbage or trash, which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). (1) Failure to comply with any provisions of 105 CMR 410.600, 410.601 or 410.602 which results in any accumulation of gar- bage, rubbish, filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regulations for Lead Poisoning Prevention and Control, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.) (K) Roof,foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or safety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilties as are required by 105 CMR 410.351 and 410.352, so as to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety. (M) Any defect in asbestos material used as insulation or covering on a pipe, boiler or furnace which may result in the release of asbestos dust or which may result in the release of powdered, crumbled or pulverized asbestos material in violation of 105 CMR 410.353. (N) Failure to provide a smoke detector required by 105 CMR 410.482. (0) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or knowledge of the owner of said condition or conditions: (1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either inoperable. (2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2)and 410.150(A)(3)or any defect which renders them inoperable. (3) Any defect in the electrical, plumbing or heating system which makes such system or any part thereof in violation of generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard. (4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A)and 410.503(B). (5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (P) Any other violation of 105 CMR 410.000 not enumerated in 105 CMR 410.750(A)through (0)shall be deemed to be a con- dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the Board of Health. Ca Il',Dc� VI 0 � - ��5� kAle-p-� bs Tow- n 'of Barnstable iAWMAW t. mma Department Regulatory SerMes Public 14 lth Division 200 Milin Street, llynijiliti MA 02601 ()fl iue: 509-862-4644 FAX: 509-790-6304 I'humnx A.McKean.Oft) APPLICATION FOR RENTAL k#,GI --RATION Datc: Pcc sq(10(1 T'et I►nd HuR$25 Im ench n6hl 1 Ini1 120061'1116111 Yenr Pee$4O p� Idun$I11 fur rnu:h ndd'1 unit Property Location:_ bW Number of Rental Units Oil This Property Assessor / r � r Assessor's Map and Parcel: Owner's Name: _. as .h-_P�_. CQr, ,r r' Telephone Numbers Da time $= ( y ) 5�8. 7�1=o-4 (Dome Phone ---- -- :' )game (Cellular) Owner's Address: 65 Waterman Farm Rd. , Centerville, MA 02632 Mailing Address: (if different than above) --— Owner's Representative's Name(if Applicable): nta Address: - - Telephone Number: Occupant's Name: Daytime Phone Number: --�` `--- ----— __- - Number of Bedrooms: _ Check One, Js th!s 4slhgle Family dwelling unit? �an apartment building? ]] or an accessory aparttttei�7 ' Do You Have Zoning/Building I)ivision Approval f"or accce,soty apartment? NO Will there be any children under the age of six who t ll , *Ing the rental unit? (circle one) Was the dwelling constructed prior to 1979? Y es No I certify that the information provided above is true f Applicant's Signature �`0 5/�I No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZlppYtcatton for Mtgooal bpotem Congtructton Permit Application for a Permit to Construct( . )Repair( )Upgrade O Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. TO ff�or"f r-nd eK r- rM CC Owner's Name,Address and Tel.No. (�u�eT✓;ll� :o"e k ? co SnetPet� "Tr. Assessor's Map/Parcel 0 /�D 0-4,Ae Pcam►-ter ;P1CF L v� �,e- ' e P /_)A O 6 3 2— Installer's Name,Addre ,and Tel. (J Designer's Name,Address and Tel.No. J t6j�',� Q 5wjj.,V LH �iH IKE'e'PiK��HCe �` Type of Building: Dwelling No.of Bedrooms -57 Lot Size sq.ft. Garbage Grinder(14191VI Other Type of Building /-faas[; Res No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow S"� gallons per day. Calculated daily flow Ir_E8 gallons. Plan Date �,�T 2 DOsr'" Number of sheets Revision Date Title w. ©A 0 S e e S 19*.'r. 5 s c Y.t' Wig Size of Septic Tank /. Y!>G Type of S.A.S. 4- J-00 74/ u a Description of Soil 4 ° J ss-7 a 5 0 16 ',kc a m" 0 i 4 r- -��Z 16" � 3 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 Certifi- cate of Compliance has been issued by ' oard of Heal t Signe Date Slot -Li Z-�6 Application Approved by Date Jr' /d A6 S Application Disapproved for the following reasons Permit No. a0�S '—/� �o Date Issued .F-' 4r - _ j / r ,�,' 1t MI5 D•0� d No. � � 5 � / 10 -4 ,.a� - Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: -%e—' Yes PUBLIC HEALTH.DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS '11pyrication for 30igpont,&pgtem CConaruction Permit Application for a Permit to Construct( . )Repair( )Upgrade A Abandon( ) ❑Complete System ❑Individual Components 3.1 'tion� _ Loca Addressor Lot No. 5,0 1Q),,*P+1.t4T M l�Er•„'i IZGQ Owner's Name,Address and Tel.No. ° CL'Du-let 4fle Is a Assessor's Map/Parcel r9S�a'�E fa Hr ��• Installer's Name,Address;and Tel Njo.� `�� ';7-7_/ Designer's Name,Address and Tel.No. , l�ft 5v//;va.-r fit+ ,rTPrr�K 7`uc. ra Z 0 kk a4� Yf" G 41— os�fl 11 V1,1161. 6 Type of Building Dwelling No.of Bedrooms �5 Lot Size r sq.ft. Garbage Grinder(N0/V/ Other Type of Building Re5 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow S Sn gallons per day. Calculated daily flow !76X gallons. Plan Date /3 r 00S Number of sheets ;2 Revision Date Title 5,''c /nvr,dT ?rotinsd Sr l;c 59S p.0 vewe 5 err So GUv7 o cP et Size of Septic Tank / S"DO Type of S.A.S. 4- .5`DD aztl kfazc-4 ("�rrc,sabers Description of Soil 0 4 av r: 0 t4 er : =7"a Ao /6 ' 3 l a,er.' p p Lamp,a m p, Scud cC /0 Ytf 4%n r�u a r' -2 —/26 Mej;, t So stX '2 S Z �V4 Nature of Repairs or Alterations(Answer when applicable) ° 4. Date last inspected: e M � ' Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system y in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until iCertifr- cate of Compliance has been issued b this Board of Health Sign CZr ) Date S C 2.1 Zo 6 ` Application Approved by Date 5 %6/0.5 Application Disapproved for the following reasons Permit No._',D00 5 —/9 (o Date Issued --------------------------------------- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( ) Repaired( )'Upgraded(� ) Abandoned( )by r at _�� U Ya i r� ->ire l'+h d 7?� ✓i%l has been constructed in accordance i - with the provisions of Tit e 5 and the for Disposal System Construction Permit No. A 5 ( dated !' Installer i 1L4 Designer h _ The issuance of this permi s all not b construed as a guarantee tha,ihe systemt ill ction as designed. Date R �J� Inspscto .�.._ ------fq--------------------------------- No. L� —/ ! Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS migogar *pgtem Congtruction permit Permission is hereby granted to Construct( )Repair( )upgrade( )Abandon( ) / System located at e/,!�l f /F /! �/�/'/?l ��rT� it r y,Ile, 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 ust be completed within three years of the d et of this-, e Date: ��1 U A Approved b "- - Town of Barnstable Regulatory Services MAM 16 9. *�� Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage Permit#cv X -L9 Assessor's Map\Parcel Designer: Installer: i4c klev eia Address: '1 N�. g*_1�lb CST- Address: On S 'lO°— :zCO3S— was issued a permit to install a (date) (installer) C � septic system at -,Z> Wa,.Tyn� Yej based on a design drawn by (address) Pew ,S vl ll dcn dated q - 1.9- (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e.greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. OF (Installer's Signature) R summ NO.29733 CIVIL O AL ENS' (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc No:.. ..- .?.... * Fps ................_ THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEALTH ...............0F.... ...-..--------------------- Appliratiun for Uhipaii ai Workii Tomitrurtion Famit Application is hereby made for a Permit to Construct Vl or Repair ( ) an Individual Sewage Disposal System at: � / t • 9U !lO �C...-•• y .--...... —_"' --•-----••--- -Z.................................. (L ty Address, Lot Np., ur h/ ..... •••. ..... ............................... .......................... ......... ..._�.�1_.� .C w er•- � � �!• Addr... . a ----- .......^ .. ...... ..'. �� . --------------------------•---... .......-------. �C !---....- .....----------...----•----------... Installer / Address Q Type of Building Size Lot ,..A-44 --Sq. feet Dwelling—No. of Bedrooms....__._._._ = `�.................Expansion Attic ( ) Garbage Grinder ( ) a'4 Other—T e of Building No. of persons............................ Showers YP g --------------------•------• P ( ) — Cafeteria ( ) P4Other fixtures ---•--•----------------•--.------------•-•-...-------•------ ---------------••------•-----------•-•--•----••-.........-•-- Desi n Flow... � .................... allons er erson er a Total da ow__-_-__..._...._._ �_......V2� s. g -----•--- ---•---- g P P ,P�� Y• Y� --'—' SG 6 WSeptic Tank—Liquid capacity.lflQgallons Length---13_.......... Width.... Diameter................ Depth..._...-....._. x Disposal Trench—No..................... Width ....... Total Length......- r........ Total leaching area....................sq. ft. Seepage Pit No......../.......... Diameter.................... Depth below inlet---................ Total leaching area..,53-0..._sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by______________________ ... Date............................ .._ , _.... Test Pit No. 1....�......minutes per inch Depth of Test Pit._l _.... ___.. Depth to ground water. .r �dU�✓ � (4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -------- . Description of Soil---------------------•-••------------.��!h....l... .U_��S ` ..................... �4 - - - - ------------ --Z�.-./ Z----------w �[�.--GQ40 0.--�1��JfIJ!'yi.-- UW - . - ------------------------------------------------------------------------•--------•-----...--------------•----------••------- Nature of Repairs or Alterations—Answer when applicable:.............................................................................................. ----------------------------•--------------------------------------------------••--•---------•--....----•---...------. ---------------------•--•----------------------------------------.............•-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by e boar of health. Signed........................ ..... .................... /Application Approved BY .� �..... ' =1��Date. Date Application Disapproved for the following reasons---------------••----------------------------•-----------------•--------------------------------------------•--•- •.•------••--•--•---•-••--••----••-•--•--•------------------••••------•-••--••-------•-••-••••--.........---•-•-•-----•----•--•------------------•---•-----------••------------•-••---------•......---•- Date PermitNo......................................................... Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD, F HEALTH ...............OF...... 2i+✓ T .:.___......__............... Appliration for Diiipoiial forks Tomilrurtion ramit Application is hereby made for a Permit to Construct V1111"or Repair ( ) an Individual Sewage Disposal System at: -_........ ......... Lot N ...- JC // r L !ioq/✓ddre Fes...►, r /„� l.1��0� �� p / hr��/f ...................•.._................ U......-----.._._................._..........----•- .......__..__... _______......' .. f -- .................... w ezA dd - :---•- --- G— Sq. feet Installer Address Type of Building Size Lot___3::_ �. .. Dwelling—No. of Bedrooms............ ...... _______________Expansion Attic ( ) Garbage Grinder ( ) aOther Other—Type of Building ____________________________ No. of persons_________.____________._._._ Showers ( ) — Cafeteria res ..._.. w Design Flow____..____-_`_�_ ______________________gallons per person r ay. Total daily ow....... � �..__.....___._.....____. to s. WSeptic Tank—Liquid capacity_JI20gallons Length__1........... Wi( .......... Diameter________________ Depth._ .. x Disposal Trench—No_____________________ Width__.7............... Total Length.____._ Total leaching area....................sq. ft. Seepage Pit No......../---------- Diameter----Iq.......... Depth below inlet__ _____________ Total leaching area__.5:,_ ....sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by................. ............. Date......................... Test Pit No. I....2-�...._._minutes per inch Depth of Test Pit___ .........Depth to ground water_- _.�_-/..__._...�;rl (s Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ , 7.__..._Llesj�7n .... -•--------------------•---••••-•-•--------......................................................../nrnDescription of Soil_.. ------------- w ---------•-- -•-••-••------- -••---•-•................................................... U Nature of Repairs or Alterations—Answer when applicable_______________________________________________________________________________________________ -------------------------------------------•--------------•-------•-------------------•------•---•-•-•••••••-•------•---•-----••-•._...--•---•-------------•••••-•--•---•-----..-------__...........__. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIC' 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been is d by ke boar of health. Signed----_-...!___. .......... �.�/�"�......... d Date APPlication Approved By „ w... � +° -------•--- " - Date Application Disapproved for the following reasons:_...................................................................................... ....-------____-•-••- ..___...•-•--------•--•--------••----• --•--•-•-•-------•--•---•----------------•---_.. Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH ---_......_! ............OF......... -`"-•............................... 01rdifirair of TotnpliFanrr THIS I OC RT �S t the Indivi ual Sewa ge e Disposal osal System constructed cted or Repaired ed �............. ( ) Installer at .: ............................... ----------------------------.._..-•----•-----........--•------•--. has been installed in accordance with the provisions of TIi'IZ 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No-----aA__",_>_______________ dated_............................................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE....................................... ................. Inspector--------P_kk......................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF_-HEALTH J f d FEE...-).l ........., �io�roo�t or�.� �on��rttrtion rrntit Permission is ereby granted. Y',> --------------•--------------.__...----------.....................--- to Construct Repair ) an Individual Sewage Disposgl ystem at No4- Street as shown on the application for Disposal Works Construction Raramt No..................._ Date )...................................... 3, Board alth DATE.................................. � � •---•._...---•-----•- r - FORM 1255 HOBBS & WARREN. INC., PUBLISHERS , OCATION -Lot, * FERNBROOK, off Main Street, Centerville NO. ILLAGE Centerville _ DATE 12/4/81 PPLICANT Alfred Cecere et al, Trustees "�, FEE $25.00 DDRESS c/o Delta Homes, Inc. TELEPHONE NO. 771-7765 (Non-refundable NGINEER Peter Gavin _TELEPHONE NO.— , TE SCHEDULED December 4, 1981 (Applicant' s signature) SOIL LOG SUB-DIVISION NAME FERNBROOK DATE 1 12/4/81 TIME 2c00 P.M. XPANSION AREA: YES * NO Peter Gavin ENGINEER OWN WATER PRIVATE WELL Ron Gifford BOARD OF HEALT) Dan Speakman EXCAVATOR SKETCH: (Street name, etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES : See Attached Plans -PERCOLATION,-RATE`! TEST_'HGLE NO- _ ELEVATION~: TEST"'HOLE `NO ELEVATION: ° 1" /0.1m s'JUBsoi,- 1` 2` - = 2.- 3 33. . 5, 6 6- 7 7 8 WGGG 6,eAD�17 g t., 9 /Y/C?JiUin S�N/p 9 - 10 10 _d 11 11 12_ 12- 13 13 14 1 14 15 15 16 16 SUITABLE FOR. SUB-SURFACE SEWAGE: LEACHING FIELD# LEACHING PITS # LEACHING TRENCHES # UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P . F AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT r , ATi , Vry _ A - , �y jet :. ': -'_.:..' ?,-.t � --.•' '-�.-,o•r""`--"-« .. - �l t}t�}t�ry� -:._lw-•ter-.+'.�':.r+ws r .+'�;=••^[ ,.c .t ti r •{` /Y i , - - 4.• - - '� 3 y� 7-7 ,. a , 1 Ycs � — , r r. n -,., � _. ... : - '. .. .. '. .• '`_ ram.. •: u y , p .�` '�.-i,T � -y. Esc,•: =.^ ';'i � _C' J r , i k 5 " �a• s Kw .. ..✓;: y} <� F»4,)� 1.�:'��,��+.1.,�.�T_e!' �+•�•.} N�� «?Y,. ram_ _ �� ,•.rr,;"s�tr�[r�,>a..{,'6�aZv7' 1F(wrs- V� t,J. � 5�>FtsT .E..�a.t. � 4 �. �. ::i1 ^"•ram-�'_"`-'`'�, :"1. arm" .3�k �./�T� �%..� �f �J .Y'. ...�iya .,,y,p"�,', �� •'• ... "/ < ♦ t� -ram'�"s�"'.r~ _ J I� 7`' ('�+ j c .�'rf�r�,�it7" �:. T' .�, - _ -.�. t' _ _ .s �y .�¢'r - x>-.•+„•,:n.,...:.' '�..-- .2�'. ,r.x ';i-�tea'-„'?'«�: 4�' �- -., L 2., .y. -, ;. .. .. , - :'. � , , '.Y' T•y'l'• - "h - ��,-�` t'F'^+'�'•o•-.n••n +Y-4 T",'.'^.�^ +R„'w•i<� . .. r ... .. _ ':I� .• ,r, W .-:. -:• y(Q'f=� .:.:��i` '',•a"'%,"� "�� - L +�M �i+•o-:. _.A.�.,...._ y.¢. OLrt n, _., -«; .: Ly�,.�!) :.: -��: � f 2` ,mil r I- •,�. ,._,., _��yy( _ ,s�T"��' �/ ` � �- ,a u r �' �4`: di.'C(: O- 'tY f,�'' "�-,i';". ,.i, �1t14 t , t• - " � u r• f� 'Y:'�: •-/. °"'a• '�H++a.:1 S.!.�' r r-s �+�•. �T^it H"�l'f -v-� 4 � l_ �'G�j ,«,•s,6 �t:_ < C-- 1 - s V • . , f .,�•�+ ,sue ' _ '" ` r, '.:: -. .�. .'..., ., a :,��. � :.fir'• '- �"E's♦ " t - :'�� •m'" ^., fir,•: r�.; ., :�, � ,; ��. > ' � (�� • - � ._:� `..,.� ��.`.��:�•ter,.?: >r , , F , T t _ i ',' c7 .^' idn7 t �` TJ':�'g,�., �. ...'i� •.. . f• F:' 'a: r �- v l '{• v> ;3 .r� E„ice' Q;s •� ,�: } ,� ':�' J`� r• - x; `s`t^- � 4 k •.h• uK " S „ j • r : - a , 1, ka�rvD��rv,J a. s�=,o.-, � SyS�P,� 3, �o� �'a.�, . l ��a��fi i , V M k i i y i I . .* . � i , .fir - J PERC TEST: 10,942 PERFORMED BY SULLIVAN ENG. WITNESSED BY: DON DESMARAIS BARNSTABLE BOH APR 1J, 2005 TEST HOLE - 1 Finish Grade N O TES PERFORMED BY SULLIVAN ENG. APR 13, 2005 1. Municipal Water has been supplied to this property. AT GRADE EL. I4.6' 9" Min I L Filter O LAYER 3' Max — Fabric 2. Location of Utilities Shown on This Plan Are Approx. _ LOAM 1+•5 Compacted Fill At Least 72 Hours Prior to Any Excavation For This A LAYER tOYR J/2 2^ Min 1�8" - 172" Project the Contractor Shall Make the Required 3•-7• SANDY LOAM 4 ' Pea stone Notification to Dig Safe (1-888-344-7233) a '�5 ND4/6 .4 YR ,..,.:.: 3. The Contractor is Required to Secure Appropriate - Permits From Barnstable Regulatory Agencies For Construction C LAYER 2.5 Y5/4 a a ® a a Defined by This Plan. do 27'-120 EaQW P� SAND_ � 3 ' 25 GALLONS IN<6 MIN. � 0 0 0 01 4. Install Risers to Withi of Finnished Grade. 42 RESULT<2MIN/INCH ILL• 2 0 0 0 0 C - 5. All Structures Buried ' gw Feet or More or Subject NO GROUNDWATER ENCOUNTERED o a a 0 0 J/4" 1 1/2• to Vehicular Traffic to be H-20 Loading. Double Washed 6. Septic System to be Installed in Accordance With TEST HOLE U 2 Stolle PERFORMED BY SULLIVAN ENG. 310 CMR 15.00 Latest Revision and the Town of APR 1J 2005 ' Barnstable Board of Health Regulations. AT GRADE EL 7.4' 4'-l0 f` �1 7. All Piping to be Sch. 40 PVC. 0 LAYER 0'-4 LOAM 71' 12'-10' 8. Wherever Sewer Lines Must Cross Water Supply A LAYER N 3/2 Lines, Both Pipes Shall Be Constructed of Class i50 4•-io SANDY LOAM 6.6. CROSS SECTION OF CHAMBER Pressure Pipe And Shall Be Pressure Tested To B LAYER 10YR 4/6 NOT TO SCALE Assure Watertightness. 100-35 LOAMY SAND 4 C LAYER Z.5 Y 5/4 35' MEDIUM SAND 44 GROUNDWATER J.7' Design Data: Single Family — 5 Bedroom Daily Flow = 110 x 5 = 550 GPD F.G. EL. la3' See Note 4 (typ.) See Note 4 t F.G. EL. 17.8' See Note 4 (typ.) I I Filter Fabric Septic Tank: �:�.,•.:. - -. 550 GPD x 200% = 1,100 GPD • .. :. �,' n — •• Min. Top El. 16.0• (Min.) Use 1,500 Gallon H-10 Septic Tank T � GOOOO ' = EL. 15.3 EL. 15.2' Leaching Area: : OOOOO �GOS �: GGGCO 1,SOD Gal Baffle D-Box Flaw E uilizers 550 GPD / 0. 74 = 743 SF Setic conk Q Bet. FL 1_Lz• H-10 Leach Chambers (4) 500 gallon FOUNDATION - SF Required BY / of stone around I Wal = 192 SF w 4' ,.,::_.;. eeddin "r5, u s Bottom l Area = 575 SF OTHERS issue::.t:: rw2a: •:: :t :J:,:,...+�:.._�.a.:.. g, ir1 j & 8affels If Encountered Remove & Replace of 767 SF Total Provided as Per Title 5 All Unsuitable Soils—Within 5' of The Outer Per"Imaeter of 7Tie System to' wr Leaching Chamber Design: 1n, Test Hole 2 El. 7.4' 20 SULL V � v, All 7es to be Schedule 40. Min. Use —500 Gal. LeachingChambers PROPOSED SEPTIC SYSTEM PROFILE t'0.29 Per Observations 4113105 733 ) L _ uIn a Washed Stone Field as Shown. NOT TO SCALE CIV �t3t v Check: (767 x 0.74) = 567.6 gal r,,Qtu. Title: Prepared By. - Prepared For: �l Date: April 13, 2005 SITE PLAN OF PROPOSED Sullivan Engineering, Inc. JOSEPH CORSIGLIA 0 SEPTIC SYSTEM IMPROVEMENTS PO Box 659 AT 50 WATERMAN FARM ROAD Osterville, MA=02655 50 WATERMAN FARM ROAD Scale: As Noted N BARNSTABLE, (CENTERVILLE) MASS. (508)428-JJ44 (508)428-3115 fox CENTERVILLE, MA 02632 aqj 1 PSUIIPE@ooi.com Project #: 98028 e COI TINUOU5 RIDGE VENT a '� �— 0 N (2)1 3/4"x16"LVL RIDGE BEAM(allow for expansion) N Z 2x 10 DORMER ROOF RAPPERS @ I S.O.G. // 2x6 COLLAR TIES @ I G-O.G. m Q? m t.o.plate @ garage dormer hdr.ht. — // 12 (x'', o Z rr O widow / �9 R U LL 2x 10 ROOF RAFTERS @ I6'O.C. W/I/2'CDX.FLYWD.5HEATHING<ASPHALT ROOF SHINGLE5 /2 F STORAGE 2x 102ND FLOOR J015T5@ IG'O.C. Q Q 0 UNFINISHED 0 4'KNEE WA LO IJ second floor m house to U O ll LLS OPTIONAL- M @ ma " and floor @garage t.o.Plate @ main house <� I WCID o O sec "CRP WALL 59'-4" T¢ d l u 2.G EXTER.STUD WALL5 W/ (min)W8.31(FY50 KSI) (3)1 3/4"x 11 i/4"LVL HEADER ® IDS U 1/2-PLW 5HFATHING,HOU5E WRAP (Nest)W 10x 33(Fp50 KSI) - PORTAL TO NOT BE BELOW FRAME 24'D1A.'BiG FOOD REQUIRED HERE N t W.C.5HINGLE5 @ 5"EXP. STEEL BEAM 12_O^ FLOOR FRAME TO BE FLU5H TO HEADER (` OR BEAR NG ON TOP OF LVL HEADER 5'-9" 5'-9° ` \ Q. Q / ON DI A.CONCRETE C FOOT IAG ((( O 9'x 8'OVERHEAD GARAGE DOOR 0) / ---L ON'BIG FOOT"CANC.FOOTING d, b TWO CAR GARAGE \; P.T. first floor u 0 13'-0" 1 30'-6 112" 1 5'-9 112' top of foundation wall � Q f I CRETE APROI! II H I G,1, E III -1I1= �? ( 0 /.� 1 z F.T.2x BILL PLATE W/5/5'ANCHOR III III= - (\ V 3 BOLTS @ MPX.32'O.C.6 6' 2"FROM -• C =, CON - ENO OF PLATES.U5E 3-x 1/4"PLATE III- - b'THICK POURED CONCRETE FOUNDATION WALL U Q WASOf HERS,BOLT EMBENTME14T MIN.T -I ON-I G'CONTINUOUS CONC.FOOTING 1. BOTTOM TO BELOW FROST LIIJE(4'MIN.) o 4-THICK POURED CONCRETE SLAB FLOOR WITH 6"x6'-10"x I O'W.W.M.ON CLEAN COMPACTED GRANULAR BABE 24'-0" _ . 2.rl0 NAIER — —N rill TYPICAL AT WALL INTER5ECTION5. o SECTION THRU GARAGE - - - - - - - - - - — — 12-0 .VERTICALLY ©A3-, 12'-K VERTICALLY(MIN.3 PC5o 2'_2' I I — 64 _ _ --- —_ N B"CONCRETEBLOCK CHIMNEY FOUNDATION �• ASP--LIN WINDOW F ON 12"CONCP.EPE BASE W/6'PROJECTION TYPICAL N ABOVE.FRPME FOR FLUSH HEARTH, w O CKBR NNF F-11ON-1 o o I • 7 Be m �o FULL BASEMENT j r o _ -_ CRAWL SPACE 4'THICK POURED CONCRETE 51AB FLOOR m ON 3 MIL POLY VAPOR BARRIER OVER Q 2"CONCRETE DUST CAP @ CLEAIJ COMPACTED GRANULAR BASE in DEPRESS iz 3'0"WIDE ACCESS T.O.WALL TO CRAWL 5PAC1 - - N B"+FOR BUL EA0 — 13'-4" I 6" 19'-2' / 11 7/8"AJS 20 FLR.JOISTS @ 16 O.C. m O BEAM W8x24(Fy=50 KSI) BEAd TO BE FULL LENGTH ar (2)1 3/4k11 7/8"LVL flush,under bearing wall �p BEAM PKT: �. /� f(2)P ece,sPllce Gd tM1is column / BEAM PKT • - (DUU (2)4'DIA.IALLV COLUMN or 3 I/2'x 3 /2-x I/a' 55. POSTUP POST' (9"E'x 1/2"BPL @ FOOTING FOR H55) P 9 - .e ¢��JOOK�2' / \ / (,• 1 4 FOOTING:4 O'x 4 O x 1-0"W/(4)#4 E.W. s 4^DIA ULLY COLUMN CQ�'UO�J x'¢' / / \ \ 2 O BPL @ FOOTING FOR 155) - (x� FOOTIIJC:3-0.x 3'O" (S Ei - j ` BeI i I - - - - — O a a- 'a �— ui Z / / \ e �\ •.\\ ro P.T.zxea@1s"o.c. - — — — — _0 S'_4" UP 5 R5 I -� O 0 L) / .,/ / c:�w N4`,%N \_ -\ / •.. P-T.n x10r O_ ) Z F w W / '/ �t\�, �.' a �>,tizps%otis \•..\�.'j/\li I —�_p _ x _ — — — —I — ,'r.z.a�In Lez— =--•I V_ Z QJ • - H"THICK POURED COIIGRETE FOUNDATION WALL I.T.2xas la'OG. 0? S� ON 6.1 G"CONTINUOU5 CONC FOOTIIJG � a Q tt, @ / m A 6 BOTTOM TO BELOW FROST LIIJE(4 MIN.) /�y a 011 00 ¢-0 /: 1 (\Iv7 P.T-112x10_---\.. _ - ii g THICI.x 90'HIGH POURED CONCRETE FoONNN o� wCO C 1o•x2o S3 Q O \ \ / CONTIIJUOL._CONCRETE FOOTING-TYP.@ -DI CONCRETE C FOOTING LL FULL DAs�'41E T A 6 orl"BIG Foor coos PoonNG \• \ \/�/PStl¢TC / PROVIDE(2)#S P,EBARS @ 5'G'HT, 12'6i 3 Z AROUND 9'Q.WALL PERIMETER S a Q b 5'O, 31�_0�� 1 5,_4. Q LL w I di FOUNDATION PLAN g PR QE,A�yR,pD4J FAUN EO LLUALLPERAJETR 4G�vRpQpB "3�.'Q.C.6 6' Ory DATE: 0812712010 \ / �P'P[A BE ENTMI P Te \ ••� I/4�•_)�-0•� _ Wl�5t1 R� T AIBENTM II++�„�• SCALE: AS NOTED 4. �•'^ I/�v DRAWING#: C� ASS/ONA. L_•F��` Al - 8 • N m O N ob WINDOW&EXTERIOR DOOR SCHEDULE p"w o KEY ROUGH OPENING W x H ITEM# STYLE MATERIAL N Z a OA 2'-53/4"x 4'-53/4" 2953 PELLAPROUNEW DOUBLE-HUNGWINDOW WHITE ALUMINUM CI-AD v W © Z-53/4"xT-113/4" 2947 PELLAPROLINE 611 DOUBLE-HUNGWINDOW WHITE ALUMINUM CI-AD J W O © 7-53/4"x 2'-113/4" 2935 PELLA PROLINE 9 LT.CASEMENTVANDOW WHITEALUMINUM CLAD a 10 O2'-5314"x 2'-53/4•• 2929 PELLA PROLINE 6 LT.CASEMENT WINDOW WHITE ALUMINUM CLAD 59'-4° O N N X OE 6'-0"%6-10" 7282 PELLA ARCHITECT SERIES SLIDING FRENCH DOOR WHITE ALUMINUM CLAD 13'-O' 30'-6 I/2' 1 5'-9 I/2' O w S l➢ OF 3'-11/7'x 6'-10" 3782 FELLA PRCHNECT SERIES SLIDING FRENCH DOOR-Fl%ED WHITE ALUMINUM CLAD I F Q a © T-2 3/8"x 6'-11"t TR. 3.01'x 6'8"t12" FRONT DOOR W TRANSOM ' V O3'-2 3/8"x 6'-11" 3'0"x 6'8' BROSCO(OR EQ.)9 LIGHT SIDE ENRTY DOOR I, 12'-O' 18'-G 1/2'O Q 3'-2 3/8•'X 6'-,1" 3'0"%6'8" FIRE RATED DOOR STEEL O9'-0,x 8.O" 9'0"x 8.0" OVERHEAD GARAGE DOOR NOTE:ALL WINDOWS TO HAVE REMOVABLE INTERIOR GRILLES. CUSTOM SCREENS BEIW'EEN 1,1U SPACED POSTS 7'-10 3/4' CASED IN IN I TRJx TRIM PATIO 20'x 12, b SCREENED IN PORCH DUE TOLARGE KINGSTUDS,HDU4-SOS25 CD 12'x 12' MAY BE REPLACED BY CAST IN PLACE >Z STN ORJ(SYM.TO ADJACENT PORTAL) PATIO > INTERIOR DOOR SCHEDULE °"' ,s x s a ¢ P m O G'-O' IS KEY ROUGH OPENING W x H SIZE STYLE NOTE bo 4 I _ O 1 36"X 83' 2'-1Q•X 6'$" RIGHT HAND SWING DOOR SOLID CORE MASONITE *:ALL 6x6 POSTS TO BE D-FIR/SYP/SYP-Pt or PSL O 3• ~' .• 1 4 A 4 34r 3° O S 3K FO 2R5 DN O 3K,7. ~r I O36"x 83" 2'-10••x 6•-8" LEFT HAND SWING DOOR SOLID CORE MASONITE — — r _ _———— SOLID 2x6 CORNER TO PATIO j I O32'•%83" 2'-6"%6'$" RIGHT HAND SWING DOOR SOLID CORE MASONITE N STH6RJ 2KK O O]I/2 DN eKbk6 r�cK O ]I/2 DN O I O SKfix6 G'-5 112' *14 D-FIRJSYP PSL iV PSL N ® 32"X83" 2•-6••%6'-8" LEFT HAND SWING DOOR SOLID CORE MASONITE O STNPRJ 14 14 STHD-RJ STHD-RJ OA Ut j O 26'x es, 2-U'x 6'-8" LEFT HAND SWING DOOR SOLID CORE MASONITE UNLIKE STHD-14�GARAGE,(4)STND-RJ N — I�. 3K ST—(LONGER)ARE REQUIRED THIS WALL * �* 3°�L 3�J�*t4 QP 2K m m In © 50"x 83•• W-0••x 6'-8" DOUBLE DOOR SOLID CORE MASONITE TO ACCOUNT FOR RIM BOARD a 1ST FLOOR — r � ; O6Z'X 83•' 5'-0"x 6'-6• DOUBLE DOOR SOLID CORE MASONITE O - • 3K O3 3K y DINING ROOM """ Y m•!_ ® 74"x 83•• 6'-0"%6'$'• CLOSET BI-FOLD DOOR SOLID CORE MASONITE (3)LTP4:DEL.PLATE i A ? 11.3"x 10'6'• MADONRr FPICHIMNEY ,j BUILD AS CONTINUOUS 2x6 BRNG.WALL TO BAND JOIST 3 ,' (3)1314'xf+f/d'LVLor FOLPUPAS ONE SECTION A3 O65 1/4"x 84 1/4" 2'-101'%6'$" POCKET DOOR SOLID CORE MASONITE _ 7 (3)2.12 W/(2)1!2'PLY FILLER O g r / < O - O6k6KINGSTUD ip _ L y MASTER BEDROOM ,`.°i 14'8••x 19.8" FAMILY ROOM - VAULTED CEILING Oz GUEST BEDRM/OFFICE ' 16'6"x 20.0'• 3 -....._-__L .r ———————————————————- Id I 1 O 6x6 KING STUD - rtl — _ 5' m Z G'-G 112' G'-I I° I I'-8 I/2' N -2' I 10'-2' if O TO I LBAND EL.PLATE h _ (2 t3•�'x 11]Ie'LV_L BEAM b ®® _ (3)1 W4'x117R'LVL SEAM.— ..... FLAT x 10'8" } Ln 36rn"AL—ALLa 0 v /i x' v v /y closer PO C ,Zba c //!as" �ng�`*','pry \• ems..6xs END PosO °G'-I I/2' 4- I/2' 3L �9 I/2° 2'3 112. OPEN TO ABOVE 7" g�� /`2r+1 N BATH • lO / 4 .-I- SO 1WALKN J C Du - M1� \\\\ �� R-+� O PANTRY O r s CLOSET N N MUD ROOM zK OHN 2K 1 FOYER 1r L to Oz 4-O° Q d / ry� `Py O? a-6•" L':.z G' 8 f P- N FOTER fRAMIN6 DETAILS A .r—— —— 3K �' ——— m — LL SEE FRAG PLAN FOR MIN PORCH m BATH .. LAUNDRYHDU o® HDu W > °°�?O`'� � � 90 O m uP Is Rs I G'-O° vt f o ��`C- O 2 2K O 2K 2 O Z Z, • ra{`� Oyp" © 1K iK SOLI02x6 CORNER Lu Z 2 I3'_a C - z P HDu COVERED PORCH Q A 6 W O J P�G QQ OVER WOOD OECR '� O G St OL O o CIA DOR c y LL STRUCTURAL COLUMNS i Z O �5'-4" LL T-I" 10-°' S'-2' 3'-5" � W \� O \ � F \ "�-\\�, �3��Po 31-0 15-4 LL AMIAS'S9n U •', y1s Ly W LLl MARK A. GN of L , yP� FIRST FLOOR PLA N m - 'ZIE living area - 1854 s.f. rn DATE: oe/z7/zom Q P �o ��- SCALE: AS NOTED / Nt' \ O��s G1STE�G�C1 ar/( DRAWING#: 810 N Ate` A2 - 8 rn z mm 0 as F mm a z m v >O w o o Z a W _ Jw o a a U F O a� U> m - � W o ' u a ROOF DECK *:PROVIDE FULL LENGTH 1&4',11 71W RIM BOARD O ALONG THIS ELEVATION @ 2ND FLOOR FRAMING ATTACH STRAPS AT WALLS TO LVL V 25'-8' I5'-4° 4'-8° 7'-8" 5'-0' 5'O" 3-4• 1O 1 1 1 Q 1 1 Q 1 I °� 1 co —— —— J RAFTER TO BUILT-UP I Z t 1"ry" "A ♦�'+,aS`x+r-4 '�' ''�'� -'-j — O INTERIOR CORNER BELOW I Q 3K O 3K 2K O 2K 2K O 2K K 2K ' I I O RAFTER I' F a _ r t CORNERTO BELOW p ro BEDROOM `^ - I hpppPry eee mspe\° III � °O• � ® '. LOFT 2K 13'-1 1/2�2I' ——————————————— I 1/2'I iQ OPEN TO BELOW 2K e F$' KING STUD TO _r 1 1 QF.pQ BAN.JOIST O t O �.... _....... .. ............ .......... 2K .,.,_..,_... ..... ...,7 O• .,..,.., .....BUILDWALLASONECOMPLETE O OAl 1QFULL HEIGHT END WALL r �•� C STORAGE yp 2K FUTURE BEDROOM 1n // `\ ® 1 �` in / / \\\ // ,3 ----------------, \ OPEN TO BELOW ^:I STORAGE _ v > N LIIIEIJ/STORAGE PULL DONRJ ACCE55 FROM BELOW — W x k ti \ Q D ))T9 2 I/2 vm _ \1 P-7' y O d © •`'.,. / `�,�\\ r------i BATH -------------------•� - �,.r�. I 1 B 3K I 1--ON --- .------- RAFTER TO BUILT-UP -- ---- ------ OINTERIOR CORNER BELOW S1 A 6 YI �O�y yFe- \ �` W Z f W W Z ul O M1 a J z z ILL S5N rc / G rW O ?a SECOND FLOOR PLAN �t�oFM�s� 19 cw/n living area - 700 s.f. � MARK A. N w M o 1 N` a H- DATE: 08/27/2010 FG/ST ERA,�1� SCALE: AS NOTED i �ss/ONAL DRAWING to A3 - 8 n y N a Z m3 O a V N O W O • N Za a f xB P.AKE W/4'CROWIJ-LOG. MASONRY CHIMNEY Z a F Gx8 DECORATIVE BLOCKS @ 3G'O.C. ON 8 O.H.OVER 1 x6 PN=BD. W/5TONE VENEER 2 J 1.5 BUILT-OUT RAKE W/4-CROWN MUJG. W0 OVER 1,G RAKE FRIEZE BOARD a Q,< U O v `D ICAL: /^\ IO v PC LA PROUNE DOUBLE-HUNG / I="O N r WINDOWS W/Ix4 CASING, I N x WND.CAP t 5HUTTER5 U> 0 WHERE 5HOWI1 II I O c = D DORMER PLATE HT. / DORMER PLATE HT.12 1 9� U A5PHALT ROOF 5MNGLFS Q I FASCIA BOARD ON / H. ROOF2ff 0,0 IJG OVER W/2'ROWHMOUWING n SECOJJD FLOOR — -- SECOIJD FLOOR m Z [F-FT-1 PELLAM-ND CASEENT WINDOW5 1,4 CASIIJG, ——_ RS --- -- --- --- ° WRITE CEDAR SHINGLES - - - - - - -- - �l.5 IXPOSURE-TIP. FIRST FLOOR O OI I I FIR5T FLOOR ",OVERHEAD DOOR O'DIA.DORIC W/1x4/5 CA51NG$DOOR CAP Ix4 DECKING ON P.T,pECK FRAME STRUCTURAL COLUMIJS W/Ix10 DECK5MRT FRONT ELEVATION t/4..=V_o, 66 z 0 u) w v o MASONRY CHIMNEY O W/STONE VENEER _ U E DORMER PLATE HT. a _ It I a8 fA5C1A BOARD 011 H'ROOF OVERIWIG OVER ASPHALT ROOF SHIIIGLES Ixa FRIEZE BOARD _to.plated garage dormer W widow hdr.ht. j LLI V FALLLJ SCIA BOARD OIJ - N F ©2 1'ROOF oveRmAvGCOARD OVER W W W12,FRIEZE BOARD P W/2'CROWN MOULDIIJG j. V SECOND FLOOR _ -- � Q second floor Q garage _ �Wyy a Z o — j ® 2 Z a rc O3 WHITE CEDAR SHINGLES O, � W E F F E F O O ®5'E%P05URE-TW. UT Q a _ W FRST F OOR N W top of foundation wall U W J W 1.4 ARCHITECT SERIESSLIDIIfPF 5HO DOOR - 0 J W/Ix4 CA511JG<DOOR CAP IVHERE SHOWN 0- F' CUSTOM SCREE5PACED'EEN �ICPELLA P CA DIN IU TRIM SPACED POSTS PELLA PROUIJE DOUBLE-HUNG d ~ CASED IN Ix TRIM WINDOWS W/Ix4 CA51lIG�WIID.CAP OVER DATE: 08/27/2010 Ix4 DECN14G ON P.T.DECK FRAME REAR ELEVATION W/1.ID DECK 9K RT I SCALE: AS NOTED,/4-, O DRAWING#: ®4 a V w N Z 0 OS 0 N qm Q Z y Io >U N Q W O e N4 Za Z � J W o a'au �o0 STONE CI"BEK = N �\ I.STONE VENEER F j O ® U EL I xB RAKE W/Ix35HINGfE 5TOP I W O O ASPHA LT ROOF SHINGLES a F¢ o = - 1 ' DORMER PLATE Hi. Q / ITE CEDAR SHI+JGLPS TYPICAL 0 ROOF DEC,-- - 9 1� WH® ®5'EXPOSURE-TYP. 4x4 P.T.PO5T5 CASED IN I x5'5 t MILLED WOOD CAP/2.2 BALUSTERS @ G.O.0 W/TOP t BOTTOM RAILS / O I x4 DECKING ON 51LEEPERS(2—) \ 1 x8 BUILT-OUT RAKE W/4•GROWN MtDG. ^' - GUT TO REVERSE 5LOPE ON OVER 1.G RAKE FRIEZE BOARD RUBBER ROOFING OVER r CDR PLYWOOD SHEATHING ON 2x12 DECK'WUNG J015T5@ IG'O.G. CUT TO SLOPE AWAY FROM NOU5E m \ 5ECOND FLOOR _- z Q 0 Fm L_LLIO2 CUSTOM 5P BETWEEN 5RECNE5 4.4 TOmEQUALLY ACED POSTS � CASEp IN Ix TRIM ET I OF DIA.DORIC ' 5TRUCTURAL COLUMNS - FIRST FLOORFM FELLA PROUNE DOUBLE-HUNG x4 DECKIIJG ON P.T.DECK FRAME WINDOWS W/I.4 CASING, W/1.10 DEGK SKIRT WIJD.CAP 6 SHUTTERS WHERE 5HOWN RIGHT SIDE ELEVATION z 0 Ix8 BUILT-OUT RAKE W/4-CROWN MLDG. MASONRY CHIMNEY OVER 1.G RAKE FRIEZE BOARD W/STONE VENEER I x8 RAKE W/I x3 511INGLE 5TOP 12 ASPHALT ROOF SHINGLES S - _ 1xe BUILT-OUT RAKE W/4'CROWN MLDG. -- DORMER PLATE HT. ara OVER x 6 RAKE FRIEZE BOARD / g j t.o.plate Q g ge dormer J widow ha,ht. // 12 J c _ - � > zW LiW _ SECOND FLOOR - — second floor @garage W O oc b ®MEN �EE=�� I I I 1 1 111 1: nF_ _ WHITE CEDAR SHINGLES Z m O ® @ 5'EXPOSURE-TYP. � W Q 0 QI TYPICAL: O O FELLA PROUNE DOUBLE-HUNG i ... WINDOWS W/Ix4 CASING a WI+D.CAP RRST FLOOR J 92 W top of foundahon wall 1- U uJ 7 u CUSTOM SCREel+ES BERM J 4x4 P.T.EOUALLY5PACED PO5T5 CASED IN Ix TRIM o_ � OVER I x4 DEGYJNG OLJ P.T.DECK FRAME W/ NO DECK SKIRT LEFT SIDE.ELEVATION DATE: 08/27/2010 1/4"=1'-01 - SCALE: AS NOTED DRAWING#: A5 w 8 m U) z m� o CONTINUOU5 RIDGE VBlT m in Q 2 M -RIDGE BD. CONTINUOUS RIDGE VENT 2x I O ROOF RAFTERS®16.O.C. 2.4 COLLAR TIE5 @ I G-O.C. O O W O D)1.1.11 7/B'LVL RIDGE BFAM W/1/2-CDX.PLYWO.5HEATHING t ASPHALT ROOF SHINGLES _- xQ _ C z a 12 2x4 COLLAR RE5®I G'O.C. 2x I O CEILING J015T5 @ 16'O.C, \\ 12 .. 2 t 5PRAY 1I4 FOAM INSULATION TYPICAL IIJ ALL ROOF ARPA5 Q 4 U Bx 10 ROOF RAFTERS 16.O.c. clog,ht./t.o.plt.@dormer / / �\ p W/I/2'CMPLTWD.SHH EATHING t ASPHALT ROOF SHII1GLe5 _ 5PRAY IN FOAM IN5UU"`OIJ wlndow header height I// 2.8 LAY ON LEWERS(ON FLAT) F.. 2x65 @ I G'O.C.TO CREATE VAULTED CENNG TYPICAL IN ALL ROOF AREAS - / \ ID X NI (CONNEu TO OPPOSING MAIN ROOF RAPIERS) ® ALUMINUM GUTTERS CHI J // /// \ V`> m 5 FASCIA DOARD ON W O N 8'ROOF OVERHANG /V I 2x 12 RIDGE DD. 2xG OCULAR TIE5 @ 16.O.C. �/'/ LOFT = D- 2x6-M.STUD WALLS wi � � Q I NV t` 2x 1O COUNG J015T5@ I G'O.C. r 51/4'FBGL.IN5L.,1/2-PLYWD. //// ll y. STORAGE 5HEATNING,HOU5E WRAP t W.C. SHINGLES @ 5'IXP05URE / 2x 10 ROOF RAFTERS @ 1 G.o.C. Q /// W/1/2'TCDX ROOF WD.SHEATHING I e 61 Boor @ main house second floor I II ASPHALT ROOF SHINGLES 51te adjust pit.ht,as 2'extension of mainroof -- 11)1&-1 7AP LVL HEADER 2.8 PORCH CEILING J5T5 @ IG•O.C. - -- BACK RIM WITH(2)1 W F x 11 71W LVL FIN15H CEILING W/Ix 4 BRD5 (3)2x8 HEADERwlndow header height (3)2,10 HEADER (3)1 3/4'x t 7/8'LVL BEAM (2)2x10 HDR.around ALUMINUM GUTTERS 014 - - I xe FASCIA BOARD ON 17'-0' + 8-ROOF OVERHANG (V PELLA CASEMENT WINDOW N - MASTER BEDROOM BATH O 5UBP_OOR 5T5@ 16 FAMILY ROOM ARODUIND PT P05T5 m Zx6 FXTER.STUD WALL5 W/ 1 17/8'A15 20 PLR.J5T5 @ 16'O.C. 51/4'FM_. HOUSE/WRAP W.C.L. FOYER z 5HINGLES @ 5'IXPOSURE Q PELLA FREIJGh DOOR 314-Tf PLY".5UBFLOOR ON einLr 1x5 ®.uunlw 1 1 7/8'15 20 PIR.J5T5 @ 16'O.C. PELLA 5LIDING FRENCH DOOR uPUc _� 2xB 5®ING ON I T -x . first floor (2)1 N117AP LVLnushunder headn0 vre11 first floor first floor n first floor VAIN - 9FDGL,NI5UL ICI -I 6'fBGL.INSUL BEAM:W8x24(Fy=50KSI)- 11=L -il..TL._ P.i.2x6 SILL PLATE W/51V ANCHOR BDLT5 @ Mq 32•O,C.4 G-12-FROM =11 I�11. CRAWL SPACE illlal' P.T.212,l as ON l o•DIA. EIJD OF PLATES,USE 3•x3•.I/4•PLATE L- P.T.2x6 SILL PLATE W/5/8'ANCHOR I 1- I- CONIC, 1 D5 ON ON 11 L- 8'THICK POURED CONCRETE FOUNDATION WALL WASHERS,BOLT EMDENTMENT MIN.7' - DOLT5 @ MAX.32-O.C.!6'-12'FROM I- = = - ON BV 16'COI+TIN0005 OONC,FOOTING END OF PLATES,USE 3'x3"x I/4'PLATE -III FULL ASEMENT 'BIG FOOD FOOTING -= -I II-III-I BOTTOM TO BELOW FROST LINE(4'MIN,) WASHERS,BOLT EMBENTMENT MIN.7' _ -U=��="-" 2"CONCRETE DUST CAP I0°THICK.9'0"HIGH POURED CONCRETE FOUNDATION WALL E 1 ax20'CONTINUOUS CONCRETE FOOTING ~BEYOND 4•THICK CONCRETE 5LAB FIR. (I I OVER 6 MIL POLY VAPOR CARRIER I S1 SECTION THRU MASTER BEDROOM& BATH 1 T-O" 1 T-0- 3'-9" �f• 'Y 3a'-o r Oeno r�M4q3s C MARK A. yG� 2 S_2G SECTION THRU FOYER, FAMILY ROOM& LOFT ICI �NZIE a _ CONTINUOUS RIDGE VENT A 6 1/4-T-0" 9� 2.12 RIDGE BD. ' ; 2.10 ROOP RAFTERS @ I G'O.C. 2.4 COLLAR TIES @ S'O.C. r5• 3 V�B W Of W/1/2'CM.PLYWD.5HEATHING t ASPHALT ROOF SHINGIP5 2.12 RIDGE BOARD SPRAY IIJ FOAM CONTINUOU5 RIDGE VENT INSULATION II II 1 I II 2x l2 RIDGE BD. TYPICAL Ill ALL ROOF AREAS �• 1 2x l O CEILING JOISTS @ I G.O.C. / I I 2x4 COLLAR TIES @ O.C.I G' (2)1 3/4'.11 1/4"111 7/8"LVL HEADER II 11 1 I II 2x6 COLLAR RE9 @ 16.O.C. U�O N L {�G clog.ht./to,plt.@ dormer IV C y window header height U I \ zx 1 o RooF RAFreRs @ 1 G"o.c. i•.1 - _ _ \ \ W/I/2'CD%.PLW✓0.9HEAT111NG t gSPHALT ROOF 9HIIJGLES GVV-/e1rN_ Ix4 TO REG OIl SLOPER9(2x45) gLUMINUM GUTTERS ON \\1L SPRAY IN FOAM INSULATIOIJ CUT TO REVERSE SLOPE ON 1 x8 PA5CA BOARD \ RUBBER PLYWOOD OVER \ �\ 1 TYPICAL IN ALL ROOF AREAS - n, 2.1 CI PLYWOOD SHEATHING 9. \ 2x 12 DECF/CEI AWAY @ IJ O.C. FELLA 5LIDING FRENCH DOOR \ JI\ 12 o CUT To5t0PEgwgvFRONInouSE BEDROOM HALL BATH\. \I` i 2`O•' s� STORAGE b 12 ALUMINUM GUTTER5 ON FUTURE BEDROOM ROOF DECK \\ Q I x8 FASCIA BOARD ON ///---ALUMINUM GUTTERS ON �9 \ / SxeH FASCIA BOARD 01J _ \ 8-ROOF OVERHANG I// econd floor M Second floor e"ROOF floor NJG — cond floor lu 2/2x8 HEADER AROUND (3)1 314'x 11 7/8"LVL BEAM 2x6 EXTER.STUD WAU,5 W/ 51/4- 13GL.IN5L,1/2-PLYWD. (2)13/4'x 117/8'LVL BEAM (2)2x10 HDR. W POOH PERIMETER (3)1 3/4"z 91/T LVL HEADER 5HEATHING,HOU5E WRAP i W.C. F Window header heght _ 5HINGIES @ 5'IXF05URe 2.8 PORCH CEILING JST5 @ I C'O.C. FI115H CEILIIIG W/Ix BEAD BD. _ 17'-O° I Z'-O° 3_6• FINISH CEILING W/Ix 4 pRpS W W CU5TOM SCREENE5 DETWEEIJ PO5T9 1 Q V O 4x4 P,T.EOUALLYSPACED NEW 3/4'T6G PLttND,SUpFLOOR ON CASED IN Ix TRJM SCREENED IN PORCH 117/8'AI520 FUR,J5T5@ I G'O.c, b o GUEST BEDRM/OFFICE MUD ROOM 3/4'TtG PLYWO,5UBFLooR ON N a see FRAnau+c PLAN FOR Posr DINING KITCHEN HALL LAUNDRY o 11 7/8'AI520 PLR.J5r5@ 19.O.C. m p CAPS t BASES 2 G IX STUD WALL5 W/ - W FELLA SLIDING FRENCH DOOR 51/4'FBGL.I115L.,1/2'PLY WD. la PORCH P.T.4x4 DIVIDER 5HEATHING.HOU5E WRAP t W.G.@ 5'IXP05 g' SHINGIFS URE Ix4 DECKING ON P.T. CASED III 1 x TRIM 2x8'5 @ 16'O.C. a first floor 7V first floor first floor Z P.T.2x4 SILL PLATE - -- CA5ED IIJ 1 x TRIM - a Z P.T.2/2x10 BEAM:WBx24(Fy=5 0 KSl--Y P.T.(2)2.10 _ 6•FBGL.INSUU. ) BEAM:W8x24(Fy=50 KSI) C O �=�-ll F =III=III- 11 L-1 _ G'FBGL.IN5UL III=I I I= =I I I=I I-I 'I =III- f I- Ix40ecuNGONP.r.zxlo-III-I I-_I - II //l� - DECK JOISTS @ I G.O.C. :III-III I I I_I P.T.2x6 SILL PLATE W/5/8'ANCHOR :I i lI P.T.2x6 SILL PLATE W/5/8'ANCHOR Q C) 10'OIA.COICRETE SONONBES j=1 FULL BASEMENT BOLTS @ MAX.32'O.C.<6'-12'FROM III-' FULL BASEMENT Botrs @ MAX.3r D.C.t G•-1 z•FROM w OI+-BIG POOL'CONIC.FOOTING -III- ` - I-I END OF PLATES,USE 3•x3•x I/4'PLATE 1=I I- END OF PLATES,USE 3•x3-x 114•PLATE O L U 1- WA5HER5,DOLT EMBENTMENT MITI.7' WASHERS,BOLT EM1IBENTNIENT MIN.7• N A/J IC•RIICKx 9'O•HIGH POURED 10•RUCK,9'0'HIGH POURED jJ CONCRETE FOUNDATION WALL OIJ CONCRETE FOUNDATION WALL ON I -g° 1 M20'CONTINUOUS CONCRETE FOOTING 10k20'CONTINUOUS CONCRETE FOOTING W (2)4•DIA.IALLYCOLUMN or 3 1/2'x 3 1/2'x 1/8'H55 _ I LL 1 (9"x9'x 1/2'BPL @ FOOTING FOR H55) 4-THICK CONCRETE SLAB FUR. 4'THICK CONCRETE SLAB FUR. O FOOTING:4'-O".4'-Or.x 1'-O'W/(4)k4 E.W. OVER 6 MIL POLY VAPOR BARRIER J OVER MIL POLY VAPOR pARRIER d F- L 4-DIA.L LLLY COLUMN or DATE: 08/27/2010 31/2'x3 I/2•x U8'H55 7 17 O' 17 O° I (G' )/2'BPL (@ FOORIJG FOR W.5) 23'-G" RI 3 SCALE: AS NOTED I 1 _ DRAWING#: S3 SECTION THRU KITCHEN, DINING&SCREENED IN PORCH S4 SECTION THRU GUEST BEDROOM&MUD ROOM 116 1/4"=1•4 A 6 v4 =r o' A6 8 m y N 2 m� 0 � NV - 0 Z r Z W J U e Q¢ U �p � �Z o 117/8" AJS20 FLOOR JOISTS 16" O.C. - TYPICAL - OTHERS ARE SHOWN 0 x Uso -: I W s m F a'� a• 2x12 CLOG/DECK JSTS @ 16"O.C.►II I U ' CUT TO SLOPE AWAY FROM HOUSE N (2)2x8 HEADER IQi LCEA or EO.POST CAP TO HEADER PBB/ABUTABE BASE 2 SONOTUBES- 1 � W.—STYLE POST CAP(TYPJ WI O u Do x Z I a K x (3)2x6 HEADER >e V3{ - - 2J 2J � F e ® (3)1 x9112'LVL HEADER (3)2x10 HDR.W/(11 JACK STUDS I JACK CKETB pl a eaavisa Xhezaer is run§pan(S)zxlo n no vork I I I I I I I I I I 2x6 COLLAR TIES @ 16"O.C. I I I I ❑ III I II II II II II II II II ' I � II 11 'II II II II II II I j. 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W J - BACK RIM WITH(2)1—x 11 71T LVL E CD @ 16"O.C.@ porch telling 2 Lu LL 2x8's @ 16"O.C.@ porch ceiling \ �, R O �J S2 z. 2 LL 12)11]l8'LVL A6 (1)11A'x 11—LVL— I17/8'RIM BD/BAND JOIST Q Q (2)117I6-LVL (BACKING RIMIBAND J6i) Z rl d� ' ^u� - J L (2)1 W x 11]/3'LVL - "WEAVE CORNER TO RE6TRA N QO \ 1 BEAM6N BOTH ORECTIONB ® F O ��0. � / `�� (BACKING RIMIflANO JSn, a d EO N / 11 7l8'RIM BD.I BAND JOIST 11 7I8'RIM BD.I BAN.JOIST +(�](� 7 9 �L/), 0° 5 UVLIM ATTACHMENT DETAIL CORNER DETAIL C, MARK A. � w L of SECOND FLOOR FRAMING PLAN DATE: 08/27/2010 y 2`7 S�.f SCALE: AS NOTED �O �p r - . . f - .. �`S, A� l DRAWING#: A7 _ 8 1n Fo� Z O Q�u N O wo to o� Z a , z� � Jwo Q¢ u OIon =Z N )"O x U> o w'5 00 I.a o 2x10 ROOF RAFTERS @ 16" O.C. - TYPICAL ROOF DECK BELOW l 5F1ED DORMER(25-8") m Z ME—7r K (J)h8 HEADER - • SY"I — — — — — —— —I — —— — 8"BUILT OUT RAFE ---- - - -- � GPI s � r (2)1 3/4"x11 7/8"RIDGE BEAM to¢void ewt rera splice-dilions et cat-1p-1—f th,room (3)2xbE oWDER U • O 2x12 RIDGE BOARD ,I. a .,. ^06 1 2x12 RIDGE BOARD w 5 (2)1 3/4 1/4"/11 7/8"LVL remn j lg p purposes LUSI10 or LU5210.2 I - Q.p Op ' - ,�` (bd—flush e I IIffN l a our Rnr.E O // Lu � S1 � > I'8 UILT OUT RAKP. Q J I,B h as y a a s W CD OC _Z / sz Z L Nay MARK A.\ jirx . inO McKENZiE � 3O w 0 LISTER \e' [ 0- ROOFFRAMING PLAN F NAL ECG h DATE: 08/27/2010 \I`Y 1/4"=1'-0' - �J J" ►( SCALE: AS NOTED • r DRAWING#: A 0 8 GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES: (CONT'D) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: 1.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: SECOND FLOOR HOLDDOWNS: MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY + DWELLINGS,SEVENTH EDITION(780 CMR),AND ALL AMENDMENTS, 1.ATTACH EXTERIOR WALL STUDS ON SECOND FLOOR TO THE DOUBLE TOP H V� WHICH IS BASED ON THE 2003 INTERNATIONAL RESIDENTIAL CODE. PLATE AT THE ROOF WITH(1)TSP CONNECTOR AT 32"O.C.WHERE 32 PLYWOOD-(EDGES BLOCKED) @ O (1)-CS 16 COIL STRAP W/(26)IOd(0.148"x 3"LONG)HAND NAILS OR �1 12"O.C.FIELD.8d COMMON OR GALVANIZED NAILS 6"O.C.EDGES AND (0.14 APPLIED OVER PLYWOOD SHEATHING OR 8"x 2§")WITH METAL CONNECTORNAILS WHEN STRAP IS APPLICABLE ON THE INSIDE OF THE WALL FRAMING. PROVIDE(9)-lOd x 1 z 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE NAILS TO THE STUD AND(6)-10d NAILS TO THE DOUBLE TOP PLATE. (30)8d (0.131 x 2}"LONG) O WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA),"WOOD CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING. HAND NAILS OR(0.148"x I i")METAL CONNECTOR NAILS WHEN Y-1 FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY 32"PLYWOOD-(EDGES BLOCKED) STRAP IS APPLIED DIRECTLY TO 2X FRAMING MEMBERS. DWELLINGS(WFCM),AND THE"MINUMUM DESIGN LOADS FOR BUILDINGS 2.EXTERIOR WALL STUDS ON SECOND FLOOR OR SECOND FLOOR RIM BOARD 8d COMMON OR GALVANIZED NAILS @ 3"O.C.EDGES AND AND OTHER STRUCTURES(ASCE7-05). THE BASIC WIND SPEED FOR THE TO BE ATTACHED TO STUDS ON FIRST FLOOR ACROSS SECOND FLOOR RIM I T'O.C.FIELD. O (2)-CS 16 COIL STRAPS W/(26)10d(0.148"x 3"LONG)HAND NAILS OR DESIGN OF THIS STRUCTURE IS 110 MILES PER HOUR WITH EXPOSURE BOARD W(1)CS 16 COIL STRAP W/(12)10d NAILS(6 NAILS AT EACH END OF (0.148"x 2I")WITH METAL CONNECTOR NAILS WHEN STRAP IS J CATEGORY'C'. STRAP)WITH A STRAP CUT LENGTH OF 16"+THE CLEAR SPAN ACROSS RIM 3"PLYWOOD-(EDGES BLOCKED) APPLIED OVER PLYWOOD SHEATHING OR(30)8d(0.131 x 2}"LONG) BOARD. STRAPS TO BE SPACED AT 32"O.C.(EVERY OTHER STUD).STRAP IS Sd COMMON OR GALVANIZED BOX NAILS @ 2"O.C.EDGES AND HAND NAILS OR(0.148"x 1 12")METAL CONNECTOR NAILS WHEN 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL NOT REQUIRED AT SHEARWALL HOLDDOWN LOCATIONS. CS 16 COIL STRAPS 12"O.C.FIELD.FRAMING AT ADJOINING PANEL EDGES SHALL BE STRAPS ARE APPLIED DIRECTLY TO 2X FRAMING MEMBERS. ALL BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S).IF TO BE APPLIED OVER PLYWOOD SHEATHING. 3"NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. PROVISIONS AS NOTED ABOVE APPLY. �( THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S)BE g u COMPLETED BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL 3.EXTERIOR WALL STUDS ON THE SECOND FLOOR THAT ARE OFFSET FROM APA PORTAL SEGMENT. PORTAL SEGMENT CONSTRUCTION AND W �7 CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN THE FIRST FLOOR EXTERIOR WALL STUDS SHALL BE ATTACHED TO FLOOR DETAILING PROVIDED ON THE ATTACHED FORM TT-100C. �4 rTHI THE INSPECTION(S)IS TO BE PERFORMED.THE CONTRACTOR SHALL JOISTS WITH(1)LTS 12 TWIST STRAP AT 32"O.C.(CUT SMALL SLOT IN FLOOR FOUNDATION HOLDDOWNS: Q W^^ INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE SHEATHING FOR STRAP). STRAP IS APPLIED DIRECTLY TO 2X FRAMING, APA PORTAL FRAME END POST. PORTAL SEGMENTIEND POST l I� E FOR INSPECTION. IF DURING THE INSPECTION ANY PORTION OF A I- ENGINEERED FRAMING MEMBERS IFIED.VISIBLE O PACKED WEB OF JOTS f OR E G GAS SPEC PP CONSTRUCTION AND DETAILING PROVIDED ON THE ATTACHED FIDU2-SUS2.5 W/SST➢16 g"DIAMETER ANCHORBOLT. POSJ PION SSTB16 FORM TT-100C. F--•� � THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR ATTACH SECOND FLOOR RIM BOARD TO STUDS BELOW WITH STRAP AS ® W/ANCHORMATE TO FORMWORK PRIOR TO CONCRETE POUR FOR INSPECTION,FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE SPECIFIED IN NOTE"2"ABOVE. AREAS WHERE LTS12[SNOT APPLICABLE, HDU CORRECT PLACEMENT. GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S REFER TO NOTE"2"IN FLOOR FRAMING CONNECTIONS. O HDU4-SDS2.5 W/SSTB20 8"DIAMETER ANCHOR BOLT. POSITION SSTB20 H EXPENSE. NOTE:FOR PLYWOOD SHEARWALL TYPES 1,2 AND 3 LISTED 4 W/ANCHORMATE TO FORMWORK PRIOR TO CONCRETE POUR FOR 4.ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP AT 32" ABOVE,8d COMMON OR GALVANIZED BOX NAILS=(0.131 x 2 1,'). CORRECT PLACEMENT. 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE O.C.AND PROVIDE(6)10d NAILS TO STUD AND(6)10d NAILS TO RIM BOARD. GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE HDU8-SDS2.5 W/SSTB28,1"DIAMETER ANCHOR BOLT.POSITION SSTB28 CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN REFER TO UPLIFT PREVENTION MEASURES AT WINDOW ON DOOR OPENINGS. ® ACCORDANCE WITH CATALOG C-2009. IT IS THE RESPONSIBILITY OF THE ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH(1)DSP CONNECTOR USED AS A SUBSTITUTE. ALL NAILS TO BE FULL ROUND HEAD W/ANCHORMATE TO FORMWORK PRIOR TO CONCRETE POUR FOR CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH PER 32"O.C. LOCATIONS WHERE MUDSILL IS PRESENT OR CONDITIONS WITH NO EXCEPTIONS TO BE GRANTED. CORRECT PLACEMENT. Mul MANUFACTURER'S SPECIFICATIONS. WHERE THE EXTERIOR WALLS ARE NOT BUILT ON/ABOVE THE FLOOR BOX, PROVIDE(n TSP CONNECTOR PER 32"O.C.FROM P.T.PLATE TO STUD.REFER SOLE PLATE CONNECTION SCHEDULE: FOUNDATION HOLDDOWNS(PORTAL FRAMES): 5.ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOIST OR APPROVED TO THE FRAMING PLANS FOR ALTERNATE OR ADDITTIONAL REQUIREMENTS. f••�( ti 1-� EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S O SPECIFICATIONS. S.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL CONNECTION TO FLOOR RIM BOARD STHD8 WITH(24)16d SINKER OR COMMON NAILS. INSTALL STHD8 PER PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO THE FOUNDATION. sT ) REQUIREMENTS OF FORM TT-IOOC(PROVIDED). THIS MUST BE CAST ROOF FRAMING CONNECTIONS: WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD IN PLACE.NO EXCEPTION TO BE GRANTED. 6 CONNECTIONS FOR WALL OPENING ELEMENTS 3 4 STHD14 WITH(38)16d SINKER OR COMMON NAILS. INSTALL STHD14 1.ATTACH OPPOSING RAFTERS AT THE .RIDGE OVER THE TOP OF THE Z O-16d COMMON NAILS PER IG". PER REQUIREMENTS OF FORM TT-IOOC(PROVIDED). THIS MUST BE NO. REVISIONASSUE DATE RIDGE WITH(1)LSTA 18 TENSION STRAP AT 16"O.C.STRAP TO BE HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE (5)-16d GUN NAILS(0.131"X 3-1/2")PER 16". STHD14 CAST IN PLACE. NO EXCEPTION TO BE GRANTED. INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/10d COMMON NAILS TO RAFTERS. LSTA 18 MAY BE SUBSTITUED BY A 2 X 4(MIN) L=F-O"TO 4'-0" (1)LSTA 9 (1)SP6' Q (4)-16d COMMON NAILS PER 16". STHD14RJ WITH EQ 16d SINKER OR COMMON NAILS. INSTALL COLLAR TIE AT ALL OPPOSING RAFTERS. PROVIDE(7)IOd NAILS AT (6).16d GUN NAILS(0.131"X 3-1/2")PER 16". I4 STHDl4RJ PER REQUIREMENTS OF FORM TT-IOOC(PROVIDED). THIS f EACH END OF COLLAR TIE. L=4'-1"TO 6'-0" (2)LSTA 9 (2)SP6• J L=6'-1"TO 8'-0" (2)LSTA 9 (2)SP6' Q3 (4)-2 4 TIMBERLOK FASTENERS PER 16". sTHmaw MUST BE CAST IN PLACE.NO EXCEPTION TO BE GRANTED. 2.ATTACH THE END OF EACH RAFTER TO THE DOUBLE TOP PLATE OF L=8'-1"TO 10'-0" (1)LSTA 12 (2)SP6• Q REFER TO FORM T GROUTING PROCEDURES: PROJECT ADDRESS: THE EXTERIOR WALL WITH(1)H2.5A CONNECTOR. CONNECTOR TO BE p T-I OOC(ATTACKED) 50 WATERMAN FARM ROAD APPLIED DIRECTLY TO THE EXTERIOR OF THE 2X FRAMING. H2A NOTE: 5/8"0 THREADED ROD INSTALLED IN A 6"DEEP,3/4"0 HOLE. HOLE TO CENTERVILLE,MA. CONNECTOR MAY BE USED AS AN ALTERNATE AND INSTALLED ON THE ry REFER TO FORM TT-IOOC(ATTACHED) O BE BRUSHED AND BLOWN CLEAN. INSTALL THREADED ROD WITH INSIDE FACE OF THE FRAMING.NOTE: TSP CONNECTOR AS NOTED IN#I A.HEADERS FOR DOORS AND WINDOWS TO HAVE(1)H8 CONNECTOR AT SIMPSON SET EPDXY OR APPROVED EQUIVALENT. FOLLLOW OF WALL FRAMING MAY BE OMITTED IN AREAS WHERE H2A IS THE TOP AND BOTTOM OF ALL CRIPPLE STUDS WHERE APPLICABLE. MANUFACTURERS INSTRUCTION PRIOR TO INSTALLATION. INSTALLED. CONNECTION TO CONCRETE FOUNDATION: B. HEADERS 4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF 5/8"0 THREADED ROD INSTALLED IN A 10"DEEP,3/4"0 HOLE. HOLE 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE THE HEADER. FOUNDATION SILL PLATE CONNECTION TO CONCRETE 4 TO BE BRUSHED AND BLOWN CLEAN. INSTALL THREADED ROD WITH EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE O SIMPSON SET EPDXY OR APPROVED EQUIVALENT. FOLLLOW BLOCKING AT 6"O.C. PROVIDE'V'NOTCH IN BLOCKING TO PROVIDE C.PROVIDE(1)A23 CLIP ON THE TOP OF ALL HEADERS AT EACH END OF y"DIA.ANCHOR BOLTS AT 32"O.C. ALL EXTERIOR WALLS MANUFACTURERS INSTRUCTION PRIOR TO INSTALLATION. ADEQUATE VENTILATION AS REQUIRED. BLOCKING TO BE ATTACHED HEADER TO THE KING STUD ADJACENT TO THE OPENING. REFER TO THE 7/8"0 THREADED ROD INSTALLED IN A 15"DEEP,I"0 HOLE. HOLE TO DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/(1)RBC REQUIREMENTS OF STRUCTURAL DETAIL SHEET S-2 FOR ALTERNATE SIMPSON MAS MUDSILL ANCHORS MAY BE USED AS A DIRECT BE BRUSHED AND BLOWN CLEAN. INSTALL THREADED ROD WITH CONNECTOR. CONNECTION PROCEDURES. REPLACEMENT FOR 5/8"ANCHOR BOLTS IF INSTALLED AT 24"O.C. ® SIMPSON SET EPDXY OR APPROVED EQUIVALENT. FOLLLOW 4.PROVIDE 2X RIDGE BLOCKING BETWEEN ALL RAFTERS AT THE EDGE D.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF THE NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE e'DIAMETER A307 MANUFACTURERS INSTRUCTION-PRIOR TO INSTALLATION. OF THE ROOF SHEATHING. ATTACH SHEATHING TO BLOCKING W/8d SECOND FLOOR WALL. FOR SECOND FLOOR HEADERS,PROVIDE(1)CS 16 STEEL ANCHOR BOLTS WITH 3"x 3"x q"PLATE WASHERS WITH 7" NAILS AT 6"O.C. RIDGE BLOCKING IS NOT REQUIRED WHEN SHEATHING FROM EACH KING STUD ACROSS THE RIM BOARD TO A STUD IN THE FIRST MINIMUM EMBEDMENT INTO CONCRETE. IS ATTACHED DIRECTLY TO A RIDGE BOARD OR STRUCTURAL RIDGE FLOOR WALL BELOW. FOR FIRST FLOOR HEADERS PROVIDE(1)CS 16 FROM BEAM. EACH KING STUD TO THE FIRST FLOOR RIM BOARD. FOR CS 16 STRAP SIZES REFER TO NOTE"2"ABOVE REFER TO DETAIL SHEET S-2. SHEARWALL CONSTRUCTION: E.SILLS FOR OPENINGS LESS THAN 4'-0"WIDE REQUIRE(1)A23 CLIP AT THE BOTTOM OF THE SILL PLATE TO THE KING STUD AT EACH END OF THE SILL 1.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X PLATE. FOR OPENINGS 4'-0"AND LARGER,PROVIDE(2)A23 CLIPS AT EACH STUDS AT EACH END OF THE WALL.NOTE REQUIREMENTS OF NOTE:FOR HOLDOWN TYPES 2,4,8 AND THE STHD8,14 AND 14RJ FOR END OF THE SILL PLATE ON THE TOP AND BOTTOM OF THE SILL PLATE. HOLDDOWN DEVICE. LISTED ABOVE,CONTRACTOR TO VERIFY HOLDOWN CENTERLINE REFER TO THE REQUIREMENTS OF DETAIL SHEET S-2 FOR ALTERNATE DIMENSION FROM THE FACE OF THE DOUBLE(OR AS SPECIFIED)STUDS OR CONNECTION PROCEDURES. 2.FACE NAIL DOUBLE TOP PLATES W/(2)16d NAILS AT 16"O.C. USE(12)- COLUMNS AT THE END OF THE SHEARWALL TO INSURE CORRECT 16d NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SPLICE LENGTH PLACEMENT OF THE HOLDOWN ANCHOR BOLT IN THE FOUNDATION. ' REFER TO DETAIL SHEET S-2 FOR OPENING DETAILING REQUIREMENTS TO BE A MINIMUM OF 4'-0"LONG. AND ALTERNATIVES. 3.NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE LEGEND: RUDMAN RESIDENCE FLOOR FRAMING CONNECTIONS: AND BELOW ALL OPENINGS IN SHEARWALL. � aafa., 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT '`��. 0F 1.ATTACH THE DOUBLE TOP PLATE OF THE FIRST FLOOR EXTERIOR WALL SHEARWALL ENDS WITH(2)16d NAILS AT 6"O.C.FOR SECOND FLOOR ; ty{i 1L••`C'„ TO THE SECOND FLOOR RIM BOARD WITH(1)LTPS CONNECTOR AT 24"O.C. SHEARWALLS AND(2)16d NAILS AT 3"O.C.STAGGERED FOR FIRST # SHEARWALL TYPE OR W/(2)IOd TOE NAILS PER 12". �C)• �AF-zlfC A. FLOOR SHEARWALLS. REFER TO DETAIL AS NOTED ON S-1 FOR s Iv 2.ATTACH THE FIRST FLOOR RIM BOARD TO THE FOUNDATION SILL PLATE ALTERNATE CONER TYPES. O SHEARWALL GRIDLINE + 1cKENZiE N WITH(1)LTP5 CONNECTOR AT 24"O.C.OR W/(2)10d TOE NAILS PER 12". 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL 111 ENDS. ® SHEARWALL HOLDDOWN TYPE Z//O ® SHEARWALL HOLDDOWN O'c �cISTFa �� sS/ONAt ---- SHEARWALL PERFORATE SIiEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE. JOB#: 10-238 SHEET: DATE: 8.11-10 G�1V SCALE: N.T.S. v KING STUDS MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH BUILT-UP CORNER STUDS TRIMMER STUDS MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH (PER PLAN) (NAIL PER e) SSTB16 5/8 121" 50" (PER DETAIL./) SSTB 16 5/8 121" 50" OPENING SSTB20 5/8 16 F" 58" wF SST620 5/8 16J^ 58" SSTB24 5/8 20 S" 66" SSTB24 5/8 20 5" 66" CS 16 STRAP SSTB28 7/8 24 z" 74" z� • (PER GSN) SSTB28 7/8 24 74" . . SSTB34 7/8 28 z" 82" z" SSTB34 7/8 28 82" SBIx30 1 24" 96" HDU HOLDOWN SBlx30 I 1 1 24" 96" �J HDU HOEDOWN *NOTE:#4 REBAR TO BE CENTERED ON HOEDOWN AND CS 16 STRAP I I *NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN AND O THREADED ROD LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL PER GSN THREADED ROD LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURER'S SPECIFICATIONS. PER SIMPSON MANUFACTURER'S SPECIFICATIONS. LTP5* LTP5* (PER GSN) 45° .e 4. (PER GSN) r� #4 REBAR* v 1 - � SSTB HOEDOWN ANCHOR l _ PER DSP 'GSN) (PLACE SSTB ARROW a CN W COUPLER 94 REBAR* a ( a SSTB HOEDOWN ANCHOR EDGE DISTANCE - //T11 �F ON TOP OF ANCHOR DIAGONAL IN CORNER �3"TO 5" a #4 REBAR POSITION IN WALL PER 1.75"FOR 2X4 WALL a 3"TO 5"J #4 REBAR a c7 Q 'a 4 a. a SIMPSON MANUFACTURER'S 2.75"FOR 2X6 WALL /4,- a CNW COUPLER _ w APPLICATION) SILL PLATE J DSP a SPECIFICATIONS. SILL PLATE J /--1 J Q ANCHOR BOLT d (PER GSN) ANCHOR BOLT SSTB.HOEDOWN ANCHOR W (PER GSN) - a (PER GSN) a d EDGE DISTANCE .d a - a MIN.REBAR LENGTH a - 1.75"FOR 2X4 WALL - SSTB HOLDOWN ANCHOR MIN.REBAR 2.75"FOR 2X6 WALL HOLD DOWN @ PLAN VIEW HOLD DOWN @ 5"MIN. WINDOW OR DOOR OPENING EXTERIOR BUIILDING CORNER PLAN VIEW BUILT-UP CORNER STUDS MODEL NO. -DIA. MIN.EMBED. MIN.REBAR LENGTH V (PER DETAIL./) 7 2�{6 WALJ, � _ p W � /// SSTB 16 5/8 12F" 50" SSTB20 5/8 16 f" 58" 6x6 DOUG FTR POST 6"O.C. 3"O.C. SSTB24 518 2018" 66" SSTB28 7/8 24 2" 74" + u U. F�-1 SSTB34 7/8 281" 82" + + +/ZA UQ HDU HOLDOWN SBIx30 1 24" 96" + + + ° *NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN AND HOLD DOWN _ CS16 STRAP LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL (PER GSN) THREADED ROD (PER PLAN) + PER SIMPSON MANUFACTURER'S SPECIFICATIONS. MIN.REBAR /-LTP5* - #4 REBAR* PLAN VIEW ELEVATION VIEW (PER GSN) NO. REVISION/ISSUP DATE rl NOTES: m DSP(PER GSN) d CZi 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS - • 3"TO 5" - x OF 16d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS #4 REBAR EDGE DISTANCE SILL PLATE" d a CNW COUPLER a 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH 2 ROWS - - - PROJECT ADDRESS: a 1.75"FOR 2X4 WALL () ANCHOR BOLT d 2.75"FOR 2X6 WALL OF 16d(0.162"x 3.5")NAILS AT 3"O.C.STAGGERED FOR I ST STORY (PER GSN) SSTB.HOLDOWN ANCHOR SHEARWALLS. 50 WATERMAN FARM ROAD a ...a SSTB HOLDOWN ANCHOR CENTERVILLE,MA. • (PLACE SSTB ARROW ON TOP OF ANCHOR HOLD DOWN @ DIAGONAL IN CORNER PLAN VIEW BUILT-UP CORNER @ INTERIOR BUILDING CORNER APPLICATION) END OF SHEARWALL ROOF SHEATHING ROOF SHEATHING III EDGE NAILING LSTA STRAP @ 16"O.C. _ ROOF RAFTER (PER GSN) 2X BLOCKING BETWEEN PER PLAN RAFTERS(NOTCH FOR - - ROOF SHEATHING VENTILATION IF REQUIRED. - REFER TO ARCHITECTURAL EDGE NAILING (7)-IOD NAILS PLANS FOR MORE INFO.) @EACH END - - I' - - ++++++ ++++++ i a o DOUBLE 2X TOP PLATE ROOF RAFTER PER PLAN. REFER ( SEE ALTERNATE TO ARCHITECTURAL PLANS FOR RAFTER DIMENSIONS AND EAVE �—ROOF RAFTER PER PLAN DETAILING) / H2.SA(INSTALL PRIOR TO ALTERNATE:ATTACH OPPOSING RAFTERS / BLOCKING AND PLYWOOD DOUBLE 2X TOP PLATE J SHEATHING)ALTERNATE: BELOW RIDGE BEAM OR RIDGE BOARD 2X STUD WITH 2 x 4 COLLAR TIE AS SHOWN.RIDGE H2A STRAPS NOT REQUIRED WHEN USING A BEAM TTSP/Ss ( STALL PRIOR COLLAR TIE. (IF SHOWN ON PLAN) RBC(INSTALL PRIOR TO TO PLYWOOD SHEATHING) TOP WALL SHEATHING TOP ON NOTE:NOT REQUIRED IF ` PLATES, DOUBLE 2X TS,PROVIDE 90° H2A IS USED AT EVERY OF At4 S. RAFTER. A,C STRUCTURAL RIDGE BEAM RAFTER TO TOP PLATE BEND TO BLOCKING) Mc P�IZiE �oc��G/S T E��o�� S'S NG /p E NAL i - - JOB#: 10-238 SHEET: DATE: 8-11-10 S-1 - - SCALE: N.T.S. OF: 2 a OPTION#1 s HEADER SIZE (A ® © G NOTE 3 (1)SSP NOTE 6 NOTE 6 G L= 1'-0"TO 4'-0" (1)LSTA 9 (1)SP6 PER KING (1)A23 (1)A23 (1)H8 TOP/BOTTOM z OF EACH CRIPPLE STUD 0 o C L=4'-1"TO 6'-0" (2)LSTA 9 (2)SP6 (I)SSP 1 A23 2 A23 NOTE:FOR HEADERS LOCATED O @ @ DIRECTLY BELOW DOUBLE TOP PER KING (1)CS 16-(6)8D NAILS O O EACH END OF STRAP PLATES,STRAP HEADER TO LATES WITH(1)CS 16 L=6'_1"To 8'_Q" (2)LSTA 12 (2)SP6 PEE SSPR KING PER EACH KING STUD (1)A23 (2)A23 PEER P6"WITH(4)8D NAILS P Ei E (SEE NOTE'4') EACH END OF STRAP. BEND '^ ]- g'-I"TO 1O'_0" (2)LSTA 15 (2)SPH6 (1)SSP STRAP OVER TOP PLATES vl O PER KING { (1)A23 (2)A23 AS REQUIRED. ALTERNATE:ATTACH EACH �( RAFTER TO HEADER WITH i HEADER(PER PLAN) L= 10'-1"TO 16'-0" (2)ST2122 (2)SPH6 PERSKING I (1)A23 (2)A23 (I)H8. A A OPTION#2 � � Q HEADER SIZE ® ® © O @ ( 0 WINDOW/DOOR OPENING NOTE 6 NOTE 6 (1)-CS 16 (1)SSP L=1'-�"TO 4'-0" W/(5)8D ) 1 A23 (1)A23 (1)H8 TOPIBOTTOM PER KING ( ) v EACH END OF EACH CRIPPLE STUD �— (2)-CS 16 (1)SSP NOTE:FOR HEADERS LOCATED EACH SD DIRECTLY BELOW DOUBLE TOP r F L=4'-1"TO 6'-0" PER (1)A23 (2)A23 EACH END (1)CS 16-(6)8D NAILS PLATES,STRAP HEADER TO F NOTE 6 NOTE 6 F (2)-CS 16 SEE NOTE'3' (1)SSp EACH END OF STRAP TOP PLATES WITH(1)CS 16 �U1 n L=6'-1"TO 8'-0" W/(6)8D PER KING 16 PER EACH KING STUD (1)A23 (2)A23 PER 16" WITH(4)8D NAILS 1�-�'h EACH (SEE NOTE W) EACH END OF STRAP.BEND /J �I (2)-CS 16 (1)SSP STRAP OVER TOP PLATES a! L=8'-1"TO 10'-0" W/(8)8D (1)A23 (2)A23 AS REQUIRED. pr EACH END PER KING ALTERNATE:ATTACH EACH RAFTER TO HEADER WITH L= 10'-I"TO 16'-0" (2)ST2122 PERSIN KG (1)A23 (2)A23 (I)H8. B NOTE 3 N TE 3 NO. REVISIONIISSUE DATE NOTES: I. HEADERS 4'-l"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER. D D 2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. 3. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6"O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) PROJECT ADDRESS: 4.STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING. • 5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. 6. FOR OPENINGS 4'-1"AND SMALLER,A23 CLIPS AS SPECIFIED FOR HEADER AND SILL MAY BE OMITTED IF SILL IS END NAILED THROUGH THE JACK 50 WATERMAN FARM ROAD IV STUD TO THE SILL WITH(2)16d NAILS(MIN)AND THE HEADER IS END NAILED THROUGH THE KING STUD WITH(2)16d PER HEADER PLY(MIN). CENTERVILLE,MA. FRAMING @ WINDOW AND DOOR OPENINGS 1 <HOFA4 r Va`�•` s4., MARK A. yG� 0. 39068 j /l42 TER� �SSfoNaL E�� JOB#: 10-238 SHEET: DATE.: 8-11-10 S-2 SCALE: N.T.S. OF: 2 t BEDROOM# 2. ttI � 4 VANITY BEDROOM CLOSET L 1 V I G: F� 4DI'1 RELOCATE TOILET FT. 0 REMOVE EXISTING WALL. All . P REMOVE EXISTING __. DIN Ir ROOM BEDROOM # 3 CHIMNEY KITCHEN NOTES: d 1. ALL CONSTRUCTION SHALL BE IN CON— FORMANCE W/THE MAS SACHUSETTS STATE .! ► _. __._�__ �; BUILDING CODE AND ALL LOCAL T ` w w._._ TOWN —� ORDINANCES. 2. ALL DIMENSIONS SHALL BE VERIFIED BY THE OWNER AND GENERAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. ALL FOUNDATION FOOTINGS SHALL BE R., ,5Tb, F L COR PL A N FOUNDED ON UNDISTURBED SUITABLE ' i SOILS. SCALE: 1/4" = 1.0 FT. � PROPOSED ALTERATION TO THE CORSIGLIA RESIDENCE + 4: 50 WATERMAN FARM ROAD CENTERVILLE, MASSACHUSETTS FIRST FLOOR PLAN , DRAWN BY. A.M.M . r DWG. # I DATE: 10/2001 ., ;. r �'�1}� ;..-�t'^'7:4''�'"'1'•T' .,. !'1'"'�, nx^'"'O! ,�7[+�!ti�!'1f!.... ,...,.._..,.. --n„w�..,....,�.erns. ...+»..w...nwr^^•.^w^..w.�.w..+w.ww..�.�{.w►.SWf^r""{Ms'^.7MM�ffv... tN pW..(�1t.�y�r+ v..r*. w«:. ..r.pp � .r,n,�M y��±�p!.y �q .:. ..1: b '4.�L f(�.S',s-s m:w�-n..«i',,,yr.,p.,w.y,iPly 9....:.'M t..R3J:�++f .�':!`. a iMr1. F`.��«..*�Et+.•.. � IF�?�C C=d! 1 111��^`��1Adlf!RII.IR��, YW� .�" y..y_. A ja , l I REMOVE EXISTING I I BATHROOM P REMOVE EXISTING-** r WALL -� o p ' BEDROOM # 4 - BEDROOM # 5 �.:----� 4 VANITY I �-- u REMOVE EXISTING CHIMNEY _ h ' _ n NOTES: o '- p'` I C7 1. ALL CONSTRUCTION SHALL BE IN CON- FORMANCE W/THE MAS SACHUSETTS STATE BUILDING CODE AND ALL LOCAL TOWN ORDINANCES. PROPOSED ALTERATION TO THE 2. ALL DIMENSIONS SHALL BE VERIFIED coRSIGLIA RESIDENCE BY THE OWNER AND GENERAL CONTRACTOR - _ _ - so WATERMAN FARM ROAD CENTERVILLE MASSACHUSETTS PRIOR TO THE START OF CONSTRUCTION. SECOND FLOOR PLAN L C 0 N. D. SCALE: 1/4" = 1.0 FT. DRAWN BY: A.M.M DWG. # 2 DATE: 10/2001 / - Yak' • • • q Rudman , . Cert. 155588 al" / � r \ £,� • • (s'-" .�.- xis :. A Benchmark: Top of CB/�'ah. ��,(� �. x , • • r.,,,. / / / ��.' I -j I / El.=17.55' NGVD I J o . L©CUS - o �nd \ \ \ Beeline J / J / �• �••' .. � 7 .0 Jill Ul ce ah I� \ 8"pine � 1 / ^ l ' • • �,��.:, • tN � �� . fno \ I 0 \ 20"frUlt J / l /, l l tt+ 5 '1++ 4, �D is...z;4,+ •. /AD4 / / �. / Ito J / \ \ 10"oak / O a /::::::......... . \ / 26"oak 10 oak/ i..............::.. J I 1 / I / Location Map .... .. .................. / J0 , / .....:::::::::........:.�,.:......::�':'::::::::1 3' / / -' 1 }i0F 1°=2,000 <� / 1 \6 fruit // � � ' sqy • / „ as o 5 . a Buffer \ o a RICHARD �, OI/ERLAY DISTRICT. 1 6 / f / \ lHEUREUX Edge of Wetlands '/ /,�' o i :........: :.::..... . ...:.9 - J „ I \ / / ( / \ \ / #, :, z AP - Aquifer Protection District �j� Ezlstif� ....X....r..2'st..... x'.' oak \ / t q Flagged by others / / �' S �� - lNood Frarraed ::: I / I I \ 1I h As Shown on Plan Entitled 3 :::::::..:... n:::::::::.:::::dWE{Ifrt....::::::::::.....:...........:::: . . . O l \ / / `\ I / "T c.Q�' „ / / I ��.......................... 9............... ..............1 .maj� . J / 1 I \ V w a ooh' ....... a" : Revised Groundwater Protection SAD ,, �� . .��.. .... r;-:::::::-:::::::::::::::::::::::::::: ....:.......�. . . : . . . . „ . / / \ 1 \ \/ w. ;,5 , e .C-� Overlay Districts April, 1993 �� / /� >, o14 0 , .. . .......... ............... .. :::::::::::::::::::::::::: /, �. blrch 00' Buff r 1 \\\ i ...................... . el.=3.61' ..............: ,:. / i �� /::::::::;r::. ... ... .G �©::::::: i . . / \\ / pitch. . . . . . ' i / ...... ................. .. ..... . . I % \ I \ .. .. ,.,�........., : . . . . . moo , ► , FLOOD ZONE 5— AD1 . . . . . • ---- ,. r / 12-tuRelo .:.:.:... .... .......:':'. .:.:.. .::::::..... ... . '. .' ' L . . . . . 1 / .� • AD2 / akcluster ,�' s. �... . ........1:.... .. ,ti�............. \ r�..::..... '$ CommunityPanel No. L�VW1 250001 0008 D -i4 oak 10 July 2, 1992 l min. . . 0 — /`�"--- — O / 12 0 /. 14 'oak / Zones A 10(el.11) & B ,,.. �... . :......... ,. . i // � r 5 10"tri le o (O 3�. yak.::::..... o I / / 20.0. , 2, Qa -.:::.:: �. 1� I \ o ASSESSORS REF Way E 0"oak _ 51„ W , ,' . . .„._. . . . Oak ,� / REF : - -- ,. 42.i7 . . / t:wan a .1 �. . . . . Map 207, Parcel 104 N i "10'oai\ � � r'- — — ..i. ,.� ,.r� � ✓ . . .� SS, i /16"oak/ / / k » ;� I ,� , ZONE: RC R P O D o ��. �. / , / .. .... , i. . . :-.�: 12"pine _....i i / i k�. . : / // alit, Area (min.) 43,560 SF \ 12f in oa►v✓ `" Area min. 87,120 SF IVIF / o '-Min 2 ook Frontage (min) 20 hoe ,S,eQ/t \.6,.00 k o S� - . . . . . . .�' ! : :`:� / / �� Width (min) 100' 9gg9 Y Trust \ . : .. / / - o Setbacks: Pg•2D7 E'a9 �� - „-oak 6" / �: . . F ,z so.o �� Fron t 20' Qj/ -. . . . / . . I / 1 all, Side 10' Rear 1 0' ff=16.07msl .`� \a, o k _ - -, \ . . .. II / Max. Bldg. Ht. 30' or 2-112 stories 12 oak / I I Whichever is lesser. 00 #51 Waterman Farm Rd. 30.0' /, - sj, r o 18"ook `-- _ \ �• Design Data: all, loo.o' \ \ \ / ' CB dh Single Family - 5 Bedroom fnd Daily Flow = 110 x 5 = 550 GPD Legend: \ \ Sep tic Tank: OAS, ��o' all, 550 GPD x 200% = 1,100 GPD 18"oak \ \ \ \h ® Catch Basin Use 1,500 Gallon H-10 Septic Tank �� C'oi.� `�• Fo9�\, \ \� CB/DH Leaching Area. 8 oak \ OW Water Gate (round) \` 550 GPD / 0.74 = 743 SF 9 A �0 �I `r�o��\ S �`� -O utility Pole SF Required Sidewoll = 192 SF \ 9 �9 i �.��.` \ aj� ��,��,�� (J © Gas Gate Bottom Area = 575 SF Q 767 SF Total Provided 0 Iron Pipe rest Pit Leaching Chamber Design: All 7es to be Schedule 40. Perc Test Use )-500 Gal. Leaching Chambers \ ff=16.02ms1 � In a Washed Stone Field as Shown. Check:. (767 x 0.74) 567.6 gal Notes: 1.) The property line information was compiled PREPARED FOR: + C PREPARED BY.. /� Title: Site Piton of proposed from available record information. The topographic Sullivan Engineering, Inc.. a e� u �� J N information was obtained from an on-the-ground survey performed by CopeSury on 10/DEC/02. JOSEPH P. CORSIGLIA, TR. 7 Porker Rood P 0. Box 659 Septic System Improvements 2.) The datum used is NGVD 29, a fixed mean sea level datum. (508) 428-3344 / 428-?115 fax 7 Parker ROL At 50 Waterman Farm load • o 65 WA TERMAN FARM ROAD Osterville MA 02655 3.) The intent of this plan is for the permitting PSullPE@ool.com (508) 420-3994/420-3985fox Barnstable (Cen tervill e) Mass. of the septic upgrade only, and is only valid CENTERVILLE, MA 02632 Field: DWB/JOD Rev. Date: Field: RRL/WHK Review: RRL with an original stain and signature. Draft: DWB JOD Date: Scale: P / Job #• 98028 Draft: RRL/WHK Rev. Dote:- - Review: PS Drawing Comp.:RRL WHK April 13 Job : C571 , 2005 1 --20 v=i I / �Q) ZONE: i�/ �� P1� Flood Zone Line From FIRM Map �• RC j �0 Community-Panel Number 250001 0008D ° Area (min.) 87,120 SF (RPOD) ' 1 l �, Frontage (min) 20' 0 Map Revised July 2, 1992 t l � Width (min) 100' Setbacks: f Front 20' ., 1. ` Side 10' t Rear 10' w. t _• � c. OVERLAY DISTRICT: o� � ,�!.-�""/�' 20.7 �o 4 y NIF AP - Aquifer Protection District �7� ` �Oa q�� f ' ///' "// �6�' ��% o RUCl an •.. �. * RPOD - Resource Protection Overlay District / �� t 1 / . 1ri vJ11 ��slF i i Estuarine Watershed ° ! J l Q p�I J / �7 /, ' �.�o�o�,o Cert. 156588 AD5 FLOOD ZONE: LOCATION MAP Zones A10 (El. 11) & B 1"=Z000±' Community Panel No. #250001 0008 D ASSESSORS REF.: / j' s e 1 e �o July 2, 1992 / '�( el in �`, j Map 207, Parcel 104 '' /' / CB�d ' ' Tre \ ( �p ,f a ^� f °��e P�� 110 DIRECTIONS. /r ,/ °� o ��e < �° I e, From Hyannis - Follow Main Street to the West End AD4 Rotary, Take Scudder Avenue to the stop sign, and then f 10, take a right onto Smith Street, which turns into � � �/�'/i //f "` � o� Off, 0° / f X J Croigville Beach Road; After the bridge take a right i \, } 9 G ! t f onto Horseshoe Lane, and then bear right onto Waterman / LF�° , PRbI'OS It �,� 1 Farm Road; Site is on the left, #50. 1 / ' Ot\Je '' <o`� {r ` TO DW LL/N ' P h'Cy / 1 - j ! i ore\ �j ' % 1 1 F F EL �r -._ Edge of Wetlands /, / i' c Gt ��J N Ex. 1 Story I j' , I \ , 7_9, =\ \ ' ✓ / Z�.o�t Flogged by others :.'/ (`/ ,+ ood Framed / fl k �, '' N78.5p 1 8 E T (SE3-4420) lI ,,� �'� Dwelling ' / TO E REM OE � nv e1.=3.61' % ✓ //i' \I` i'G 0' MIN V. EL 13 25 j \� 0 ✓ •�Gj v i CRA / / / � / pitch- V3� r / _ 5 AD 1 '_- t' ,' s'`� ' A x�� _ oAD2 TIC lT NO. S TE' J O , W W �// - - -. ~- _.✓/ / ! // � f�' RL 0 GAL. SEP�05-j�5) 10' MIN. \�O l �� 0�0g3 �F� W �/W W - Edge of Wetlands - ... OCq T TK d� \ C� C P ED & REPL O ! G 00 0 W W W Flagged by others /•. "�=__ G / , j . ( ��NV EL.12.50J p / s�S` j P\,�' �� y Y W W W W � \�e5 �f (SE3-4420) Edge of Bit. Drive Vl/a E„ 20, �wide �P,�G�// 1 � 1 \ ✓ / b• t W 1.W W a/ CV l 00 . •'. ' W W 1W W W )j()I f j \III/ \III/ \III/ \ 4%561 SO. (Tote�' r Q i -"` 34, 7-rS.F. p1`an d Q J 5 13' \ ✓-,,, .. ...... I ✓"• ..✓ r / r+"` ' ' . W W W W �d-.w• �/ P\•OV' P�\ �O�V\'L. \III/ 4b G\ HOr NSF f Ex. Law/ GP��O��PQ Bk.9gg9 p Trust ' ` �oPsEPTIC NOTES �� G920 o P\1\ ®s e 1.For Exising 5 Bedroom Septic Design See Permit 2005-196. 2.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hour; O/- � � � Pj ` � � •� 1(` �� .` \III/ Prior to Any Excavation For This Project the Contractor Shall Make NQP the Required Notification to Dig Safe(1-888-344-7233). 3.The Contractor is Required to Secure Appropriate Permits From Town O�/LO �r ..,,•� W W \III/ Agencies For Construction Defined by This Plan. - 4.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to #51 Wo term on Farm Rd. Assure Watertightness.In General,Water Lines Shall be Constructed in O 17 W v Coordination With Cotuit Water,and Shall be in Accordance With 248 CMR 1.00-7.00&310 CMR 15.00. 5.A Minimum of 9"of Cover is Required for All Components. 6.All Structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineer's O \ // \� W ,`. W r• I/ C B Recommendation that H-20 Always be Used v� r d h / 7.Install Watertight Risers and Covers to Within 6"of Finished Grade �P� gSs9 \ �i \\ JO / fn d Over Septic Tank Inlet and Outlet,D-Box if Re-Set. 8.Septic System to be Installed in Accordance With 310 CMR 15.00& �O ,JOH N G� - VV)• OO , (}, 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Board of Health Regulations, 9.All Piping to be Sch.40 PVC. 10.If Re-Set D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum �O. 31 8 �;,> Sump of 6". 1)F �t 4� 0 0 / /Ij 11.The Separation Distance Between the Septic Tanklnlets and �i$TER �/ � CQ Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend SSIO N AL �S/ \ O O M a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" /J 1 ��'\\ W J Below the Flow Line,and Shall be Equiped With a Gas Baffle. J j '`, ^, 12. Septic Tank and D-Box,if Re t,to be Set on Stable Compacted 1 07�\ V Base as Per 310 CMR.15.228 1. Septic & Utility As-Built (Per Installer) DATE: 10119111 / \ HIV \ ��\ �� Q� Replace Patio W/ Deck & Extend DATE. 07108111 \\ •Oh Add Parcel Area DATE: 03121111 Add Additional Utilities Per Contractor DATE: 12113110 y \\ ? QW REVISION: Add Additional Work Limit & Septic Notes DATE: 061181101 TI TLE: Site Plan PREPARED BY. PREPARED FOR: NOTES: Q 1.) The property line information shown was Proposed Improvements Sullivan Engineering, Inc. CapeSury Nathan T R�fdman compiled from available record information. co PO Box 659 7 Parker Road Parcel is a compilation of Lot shown on Plan J� At Osterville, MA. 02655 Osterville MA 02655 178 Captain Samadrus Road Book 118 Page 97, Lot 2 on LCP 32990-C, & R1 (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fax Cotuit, MA 02532 Lot 33 on LCP 32290-F. 50 Waterman Farm Road copesurv®capecod.net 2.) The topographic information was obtained from an on the ground survey. O Barnstable (Centerville, , Mass. Q) Draft: JOD Field: RRL/MML 20 0 10 20 40 80 3.) The datum used is NGVD 29, a fixed mean DATE: May 24, 2010 SCALE. 1" 20' Review: PS Comp:: RRL sea level datum. Project: 29024 Project: C571