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HomeMy WebLinkAbout0060 YACHT CLUB ROAD - Health 60 Yacht Club Road Centerville A = 210 — 155 S M E A D ft 2-INWR UPC M4 .msed. m • wa.In UM GK i� sr� n i� No. I `� ©� ` ' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(pplitatlon for MispoSAY *pstem ConstrULtlon permit Application for a Permit to Construct(K Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. &0 e.(f(• C&bgaoLdOwner's Name,Address,and Tel.No. Assessor's Map/Parcel !® /�j 5 RA/ ,e IIJ S �'t�rQ ���� 17 d Installer's Name,Address,and Tell.No. Q //n� Designer's Name,Address,and Tel.No. 5O0— l f Q_A0�' (/ -e�0- !�I �r�Q/� '/ !�(/��Sve'err- !/ d /1 s'ee f7l O Type of Building: P0 QJD V a y0-k 9 1 � Dwelling No.of Bedrooms Lot Size ✓�7 93 sq.ft. Garbage Grinder( � Other Type of Building 415 rdeh/7 sY No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) oQ �� gpd Design flow provided gpd ZU Plan Date d 1fAV 3/4 'kumber of sheets 2 Revision Date - Z - o Title Sr e C( 0 c� �Qh 0CG► Q 60 Y'l Size of Septic Tank- _1540 6:2 Type of S.A.S.�� � 9��1�h Gh",kr.r Description of Soil t5ee plw o c Nature of Repairs or Alterations(Answer when applicable) Date'last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He Signe( Date Application Approved by f Date Application Disapproved by Date for the following reasons Permit No. 2 Q I b-0 6 6 Date Issued 3 — 6 No� I�1' Fee 0 t THE COMMONWEALTH OF�MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for'Disposal *pstrm Construction Permit Application for a Permit to Construct(X Repair( ) Upgrade( ) Abandon( ) [XComplete System ❑Individual Components Location Address or Lot No. &0 YO L,(i G64 &Ot_d Owner's Name,Address,and Tel.No. i Assessor's Map/Parcel Alp /y5 O 4 I//f���US !w1 /Gtg7d Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 6'0 S— y 17_�O ? _ Type of Building: Po 60 X �?No18� fee, mj1 409 f Dwelling No.of Bedrooms �s' Lot Size 57 3 sq.ft. Garbage Grinder( b ' Other Type of Building ,des rcl eH h a No.of Persons Showers( ) Cafeteria( ) Other Fixtures r/ Design Flow(min.required) C/v 0 gpd Design flow provided `t's gpd Plan Date le 2$ /SAV 3A umber of sheets Z Revision Date �. Title Sr ff G�► CI rs~ ��l/h 0 tP Q lOQ Xae4 / v-2 Size of Septic Tank Type of S.A.S.(3 � 9�/IOVf G �?Jr f Description of Soil j e e d L H • x i ! i Nature of Repairs or Alterations(Answer when applicable) Date`last inspected: i r' Agreement: i The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of _ I r� Compliance has been issued by this Board of Hea Signed �11 Date . � f Application Approved by G► , Date 3 /b Application Disapproved by Date for the following reasons Permit No. 9 a ! (2—0 6 b Date Issued 3 "1/ ` /G --------------- - r---------------------------------------------------------- . f THE COMMONWEALTH OF MASSACHUSETTS r . BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( ) Abandoned( )by /��,pfJ, I! at &X g 6/1 awh )E_ • has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. )U1.6—06&dated Installers 1 F Designer #bedrooms Approved design flow �/(j o gpd The issuance of this permij shall of be construed as a guarantee that the systerrygriffi , esi ned. Date Inspector_ --------------------------------------------------------------------------------------------------------------------------------------- No. D, U (h — 0 6 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Const ruct Repa irair d Upgrade Abandon System located at C(/K ( ) � and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date 3 — f — /t, Approved by Town"of Barnstable Regulatory Services - Richard V. Scali,Interim Director BARN3fABM * - � Public Health Division 6;¢ p`� � Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date:6 Sewage Permit# )N `09 Assessor's Map\Parcel ZZfa Designer: c i�6 Installer: h�� / r/; (°j Address: C Address: �/�7 s�rV /�d , A4,4� OWT 114, A, On I/ A 1 i, /� e was issued a permit to install a (date) (installer) septic system at (Oy & ' Cfv� RL4 based on a design drawn by � (address) hate �d l (designer) tl .W I certify that the septic system referenced above was installed substantially according to 4 the design, whiich may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. s I certifythat t1k septic stem referenced above was installed with major changes (i.e. P Y J g greater than 10P 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-builk by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed ' mpliance with the terms of the IAA approval letters(if applicable) OF g BRUCE tiG� _ ¢ G. (Installer's Signatture) MURPHY v, No.749 S IST (Designer's Sign tur (Affix esfl'g`n, (l p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE NVILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE IRECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc / TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE CenfB/YrAe- ASSESSOR'S MAP & LOTZ�l_/. INSTALLER'S NAME&PHONE NO. e— r/ !`,�e ��b' 3.3y 6 2 2e SEPTIC TANK CAPACITY /SOO LEACHING FACILITY: (type) 6LMJ (size) .X 33�� NO.OF BEDROOMS y BUILDER OR OWNER ��ry y 4 /'CA. PERMTTDATE:.T�/L COMPLIANCE DATE:— Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /V R Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) �l�/4 Feet Edge of Wetland and Leaching Facility(If any wetlands exist 141114 within 300 feet of leaching facility) T Feet Furnished by �2C� /i 43,3 IY�f . µ V B.2 13 G Yoc �I'Y g C 3 -,ry•3' c v Commonwealth of Massachusetts - Manufactured Buildings Program t Transmittal Form for all correspondences relating to Manufactured Buildings and Building Components To: Linda McAlister factured Buildings Program Phone Number: Date Transmitted Linda.McAlister e.ma.us 508-422-1955 1/22/2016 Commonwealth of Massachusetts Department of Public Safety Board of Building Regulations and Standards 50 Maple Street, Suite One Milford Massachusetts 01757-3698 The person forwarding this material shall complete the following portion of this transmittal Name of Person Kyle Nornhold MC Number TPIA Number Transmitting Material 150 02 The following information is being transmitted to the Board of Building Regulations Please indicate the Distinct and Standards and/or the Department of Public Safety for reasons detailed below Model and/or Serial Use (Please check the appropriate box or give a further description of the transmitted Number pertaining to Group items under the section labeled other. Be sure to identify the appropriate Use Group.) transmitted items Building Plans for Review and Approval ❑ Building Plans forwarded as a record copy for your files ❑ (Review not required) QN-16104 R3 Revised building plans for review. ❑ (Please clearly identify revisions on the plans.) Revised Building Plans forwarded as a record copy for your files ❑ (Review not required-Please clearly identify revisions on the plans.) Compliance Assurance Programs Original Submission Modification to: Calculations Manual Original Submission Modification to: Installation Manual Original Submission Modification to: EL Systems Drawings Original Submission Modification to: Other-Provide a detailed description of any other materials which are being transmitted. Identify any revisions clearly along with BBRS number. Also, identify the requested action. Site Location: 60 Yacht Club Road,Centerville,MA 02632 The office transmitting this information has reviewed the above mentioned and attached materials and has found them,to the best of our knowledge and abilities,to be in compliance with the codes and\or rules and regulations for the Commonwealth of Massachusetts'Manufactured Building Program, as applicable Renee Signed ByV��14:03:30 Moist Signed By for TPIA: 2016.01.27 I BBRS No: assigned by Mass. for MASS: 05'00' .f? Form ,I Y`,,;x.XaXxcU L+h JtOHagi uMt f3f nl�ir�`(�iAS ^ !l i!�.k knk� 2.!tQtk..k Y„ft!F•2 y S.S:_'S!C!!`•AT -+ Kx � January 22,2016 Linda K. Shea Department of Public Safety 50 Maple Street,Suite One Milford, MA 01757-3698 Re:set crew identification Dear Linda, Enclosed please find a copy of the photo identification for the Certified Installer(Brunelle Modular Erectors Corp) and Licensed Construction Supervisor(Tony Ferreira)for a modular home to be set at 60 Yacht Club Road Centerville,Massachusetts 02632. The home can be identified by quote number 16104. If you have any questions,please do not hesitate to call me. Sincerely, Kyle Nornhold Director of Engineering www.apexhomesinc.com *7172 Route 522, Middleburg,PA 17842 * 570.837.2333 *Fax: 570.837.2346 Massachusetts-Department of Public Safety Board of Building Regulations and Standards Con%truction Supervisor License:CS-044363 TONY FERREM4, 4 531 PRESIDENTAV$i FALL RIVER MA 02 Expiration Commissioner 07/01/2016 � "SETTS s w �LI SEE I � _ I �4 OF Mks�.:^°�i�'�}'"�'�'`�. �i.• y (ua 1�Wy "M 15 (a, x bst 8 00 a 931 PRESIDENT AYE`� + „a FALL RIVER hIA OZr20 J715 .,,�� s 000se4mtowvoaismoe Is ,, fZREScheck Software Version 4.6.2 Compliance Certificate Project QN#16104 Energy Code: 2012 IECC f APPROVED Location: Centerville (Barnstable), Construction Type: Single-family DATE 1/27/16 Project Type: New Construction Conditioned Floor Area: 1,287 ft2 PFS CORPORATION Glazing Area 20% Bloomsburg, PA Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 60 Yacht Club Road Mod-Tech Homes LLC Ken Dieffenbach Centerville, MA 02632 600 Plain Street Apex Homes of PA LLC Marshfield, MA 02050 7172 Route 522 800-696-1234 Middleburg, PA 17842 570-837-2333 Compliance: 0.6%Better Than Code Maximum UA: 322 Your UA: 320 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1,287 30.0 0.0 0.033 42 Wall 1: Wood Frame, 16" D.C. 1,224 21.0 0.0 0.057 52 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low-E 247 0.290 72 Door 1: Solid 22 0.250 6 Door 2: Glass 40 0.320 13 Wall 2-Unfinished Cape: Wood Frame, 16" D.C. 956 21.0 0.0 0.057 46 Window 2: Vinyl/Fiberglass Frame:Double Pane with Low-E 147 0.290 43 Ceiling 1: Flat Ceiling or Scissor Truss 1,106 38.0 .0.0 0.030 33 Ceiling 2: Cathedral Ceiling 263 21.0 0.0 0.048 13 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Ken Dieffenbach Xon, X6r 1 1'urb1-acj& 1/27/16 Name-Title Signature Date Project Title: QN#16104 Report date: 01/27/16 Data filename: Y:\REScheck\A16104.rck Page 1 of 8 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. I letl Wield Ver3f�ed # Pre=Inspection/P.la"nReview , # Complies? `Go mentslAssu_mpt�on" 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]i :energy code compliance for the , ;building envelope. ❑Not Observable ❑Not Applicable 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]' ;lighting and mechanical systems ❑Not Observable :Systems serving multiple ❑Not Applicable :dwelling units must demonstrate ;Y compliance with the IECC ;Commercial Provisions. ;.. 302 1 Heating and cooling equipment is: Heating: Heating: ❑Complies 403 6 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not PR -[ .2] on loads calculated Per ACCA Cooling: Cooling: Manual J or other methods Btu/hr_ j Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: FS . APPROVED DATE 1/27/16 PFS CORPORATION Bloomsburg, PA 1 High Impact(Tier 1) Ff Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: QN#16104 Report date: 01/27/16 Data filename: Y:\REScheck\A16104.rck Page 2 of 8 n v # Foundatwfi nspectio Complies?: Comments/Assumptions 303 2 S A protective covering is installed to ❑Complies protect exposed exterior insulation ❑Does Not ,M and extends a minimum of 6 in. below grade. ;❑Not Observable: ❑Not Applicable .4 8 Snow-and ice-melting system controls;❑Complies installed. UDoes Not �J :ONot Observable ❑Not Applicable Additional Comments/Assumptions: APPROVED DATE 1/27/1.6 PFS CORPORATION Bloomsburg, PA 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: QN#16104 Report date: 01/27/16 Data filename: Y:\REScheck\A16104.rck Page 3 of 8 (1 fPlansVer�f�ed� Fleid Verified # Framing ough IN inspecf�on Gomphes� "CommentsTAssumptlons &_Re IDS Value Value 9 .. c � � 402.1.1, Door U-factor. ; U U-_ ❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FR1]1 ;❑Not Observable tg ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U-- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 :❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 .are determined in accordance ❑Does Not with the NFRC test procedure or w4 ;taken from the default table. 3,: M ❑Not Observable j ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier y ❑Complies [FR23]1 :installed per manufacturer's ❑Does Not instructions. y ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built z 3 M'g, ❑Complies [FR20]1 his listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ] or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code _ -•' ❑Not Applicable limits. r 402 4 4 IC-rated recessed lighting fixtures ~ ❑Complies sealed at housing/interior finish ❑Does Not a4: and labeled to indicate<_2.0 cfm p ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are R-- R- ;❑Complies [FR12]1 insulated to >_R-8.All other ducts R R- in Not { in unconditioned spaces or outside the building envelope are ❑Not Observable ;insulated to>_R-6. ❑Not Applicable 403.2.2 All joints and seams of air ducts ` ❑Complies [FR13]1 lair handlers, and filter boxes are ❑Does Not sealed. g ❑Not Observable .* ❑Not Applicable 403 250 Building cavities are not used as ❑Complies [FRl}5J3x ducts or plenums. ;•� ❑Does Not ❑Not Observable ❑Not Applicable 4033 "•` HVAC piping conveying fluids R- R- ;❑Complies above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to 2: 3 ;❑Not Observable ❑Not Applicable 403.3.1 :Protection of insulation on HVAC G ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable 3 ❑Not Applicable 403 4 2f Hot water pipes are insulated to R-_ R-_ ;❑Complies [fR18]2 >_R-3. :❑Does Not F•S► , APPROVED 1 ;❑Not Observable j :❑Not Applicable DATE 1./27/16 N Bloomsburg, PA 1 High Impact(Tier 1) 2 11 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: QN#16104 Report date: 01/27/16 Data filename: Y:\REScheck\A16104.rck Page 4 of 8 � � m ��Plar�s Verified Fie d Uer�fied- '� - #,kS,e FraRe ming/rRough In lnspect�on« � y A Complies,. Go meets/Assumptions 4'03 5 Automatic or gravity dampers area ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. 4 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: F APPROVED DATE 1/27/16 PFS CORPORATION Bloomsburg, PA 1 High Impact(Tier 1) [2,Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: QN#16104 Report date: 01/27/16 Data filename: Y:\REScheck\A16104.rck Page 5 of 8 I Segction � tee„ �� Plans Uerlf�er! Field Uer,Md # linsulationInspe � � Complies Comments/AssumptSons ' Value Value 3A3 1 All installed insulation is labeled y ❑Complies [IN1312 or the installed R values - x ❑Does Not provided. " ! k ❑Not Observable j t ❑Not Applicable 402.1.1, Y;Floor insulation R-value. R- ; FR- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood :❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable j ❑Not Applicable 303.2, Floor insulation installed per % ❑Complies 402.2.7 manufacturer's instructions, an ; _ ❑Does Not [IN211 in substantial contact with they ❑Not Observable (j underside of the subfloor. . x ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a: R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, 'mass wall with at least'/z of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑ Mass ;❑Not Observable ;J ;requirement applies(FR10). ❑ Steel ❑ Steel :❑Not Applicable 303.2 ;Wall insulation is installed per ° ❑Complies [IN411 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: o� F APPROVED DATE 1/27/16 PFS CORPORATION Bloomsburg, PA 11 High Impact(Tier 1) 3` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: QN#16104 Report date: 01/27/16 Data filename: Y:\REScheck\A16104.rck Page 6 of 8 iti 1 Section; �o ,. a.0 Mlans Verified �Fieltl-:U,erifMM Fnallue ents/As�mp�ons'' lot, 402.1.1, ;Ceiling insulation R-value. R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.E ❑ Steel ❑ Steel ;❑Not Observable [FI1]1 ❑Not Applicable l�J 303.1.1.1, :Ceiling insulation installed per ❑Complies 303.2 ;manufacturer's instructions. �' i ' :', ❑Does Not [FI2]1 Blown insulation marked every , Boo ft2. ❑Not Observable j ❑Not Applicable 402 2,3, Vented attics with air permeable ❑Complies [FI2212 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 :Attic access hatch and door ; R- R- ❑Complies [FI311 "insulation >_R-value of the :❑Does Not 14 :adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 :ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. j❑Not Observable j ❑Not Applicable 403.2.2 ;Duct tightness test result of<=4 cfm/100 _cfm/100 ❑Complies [F1411 .cfm/100 ft2 across the system or ft2 ; ft2 UDoes Not <=3 cfm/100 ft2 without air ;❑Not Observable handler @ 25 Pa. For rough-in 'itests, verification may need to :❑Not Applicable :occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies [FI2411 by manufacturer at <=2%of ) ❑Does Not (design air flow. []Not Observable z ;f ❑Not Applicable h3. 403 1 I Programmable thermostats ❑Complies installed on forced air furnaces ; ❑Does Not ''' � -. ❑Not Observable s. � ❑Not Applicable 403 1 2 Heat pump thermostat installed t' :` ❑Complies �FIIO]� x: on heat pumps. � ❑Does Not ❑Not Observable []Not Applicable : 403 4 1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ` ❑Does Not accessible manual controls. F V ❑Not Observable tkl €. ❑Not Applicable 403 5.I ... All mechanical ventilation system ❑Complies ,125]? fans not part of tested and listed ' ❑Does Not HVAC equipment meet efficacy and air flow limits. vQ ❑Not Observable v _ ❑Not Applicable 404.1 75%of lamps in permanent ¢° ❑Complies [F16]1 fixtures or 75% of permanent ❑Does Not F e APPROVED fixtures have high efficacy lamps. ;Does not apply to low voltage ' ❑Not Observable lighting. ❑Not Applicable DATE 1/27/1 PFS CORPORATION Bloomsburg, PA 1 High Impact(Tier 1) 2''Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: QN#16104 Report date: 01/27/16 Data filename: Y:\REScheck\A16104.rck Page 7 of 8 i t "5ect�onF�elilVerifietl j ay F�n`al lnspect�on Provisions PlanVa uef�ecl l aliie,, Complies;. Comments/Assume 10, Sji Fuel gas lighting systems have ❑Complies [zF123]3 fib"no continuous pilot light. v ❑Does Not 3 , ❑Not Observable j ❑Not Applicable 401 3 Compliance certificate posted. ,moo ' `p p � �, , >„�- � ❑Complies 1[•:FI7]� ����� s ❑Does Not ❑Not Observable r, ❑Not Applicable 30�3 3 Manufacturer manuals for ❑Complies [F118]3 ,.` mechanical and water heating ❑Does Not systems have been provided. a ❑Not Observable . M' r - ,' ❑Not Applicable Additional Comments/Assumptions: APPROVED DATE 1/27/16 PFS CORPORATION Bloomsburg, PA 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: QN#16104 Report date: 01/27/16 Data filename: Y:\REScheck\A16104.rck Page 8 of 8 2012 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC��� Window 0.29 Door 0.32 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments APPROVED DATE 1/27/16 PFS CORPORATION Bloomsburg, PA Town of Barnstable P ` l `I&I Department of Reguiato • �- �, 17'Services $ BMW, Public Health Division Date t4�g. 200 Main Street,Hyannis MA 02601 i7 Data Scheduled Time Fee Pd. -�d'� �� t Soil Suiiab city Assessment for,Sewage Pisposal Performed.Ey:. CL,.>C•e G-, FAV r i(1�1., _•� i Witnessed By:, z �T��"C IO &GF�RAL FORMATION Location A tiros 272Y� (j !'a Cnetpt/f�jr� r,�A��RD. Owner's Name Address r Assessor's Map/Percek /g!D //��� �C1li�j41L (/L�/ Engineer's Name �' � �./L 6+t' NEW CONS`!'HUCTION REPAIR fy � 1tlgph'ane# 774 Lmnd Use -__ 1 J✓/�I'r1 j_ Slopes(%} 5ur&acr.SLones �yK Dlstance5 firm: Open Water Body it Possible Wet-Area ft Drinking Water Well ft Dralhage Way ft Property Line - e'd - _R Other_ A. SKETCH:(Street name,dimensions of lot,exact locations of test holes&•pere tests,locate wetlands in proximity to)toles) ----------_-- - a s 4.60 L fj _ f Parent material(geologic)_ (i 1 y,tlav 31 C 4✓v zr — ' Depth to Bedrock- Depth to Groundwater. Standing Water in Hole: We'to Weeping l)nm Pit FACE_„ Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL-DIGH WATER TAIlIr Method Used: Depth Observed standing In obs.hole. . Dcdth to Weeping in, Deptll to soli mottles: .. In Index 1'Vell R $frotn,aide of dbs.holtr: ln. Groundwater AtlJustment fr. Reading Dato: index Well 1pvaF Adj,factor A Y dj.Oroundwtiter Level:,,,,_ PERCOLATION TEST beta 1. . ,� '�Observation . Hole 8 ---- Time at 9" P t� -- Depth of Pero 'ry Tlme at G' Start Pre-soak 71me End Prc-soak �J M•^ �c�cJ�1 lC/a JI Rate Mln.nuch Gw t:: , L v t.,.-�.r t S•�,�•w Slle Sultabilitq Assessment• Sitep.assed_V •Site Failed: Additional Testing Needed(Y/N) Odglnalt Public Health Division Observatlon Hole Data To Be Completed on Back '� *Yf percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable COnSei'Yation Division at least one(1.)week prior to beginning. Q:1S EPTICIPERCPORM.DOC �D I DEEROBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soli Texture Shcl Color 31311• . • • Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. ('nr)sistcory,%:(3ravcll s`L r1,:. `t"t ails C f� `7-- it C �,awl� t°Y�8-C D 1�07 DEEP OBSERVATION HOLE LOG Hole# Z_ Depth tram Soil Horizon Soli Texture Soil Color Soil Other Surface(in-) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o .` (lraval) r S L fa� y- )- O F %�A-L �072 8-G 0 CJ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. �-e5 4- 2 _ i G 1 f rn Fscc?c I G`'i�- ��6 ���� 1, c)r-v*&1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Boll Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Consistencv 'tb 3ray0l)� c ! (� CD '►k�L( S1/K� �U\ 2 11.E� l7 C'+a+V� r Flood Insurance Rate Map: Above 500 year Mood boundary No— Yes Within 500 year boundary No_ Yea ' Within 100 year flood boundary No Yes pepth of Naturally Occurrinp Pervinum Materinl Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,cxp o and experience dFcri()ed in�10 ClvM 15.017. Signature — .'\� Date QX9 HP'rICxPPRCAORM.DOC ON-16104/MA w z zQ PFS1 °Q � --------- THESE PLANS HAVE BEEN EXTRACTED FROM w APPRD VEDI BUILDING DING SYSTEMS FILED WITH THE STATE. PFS CORPORATION L______________________________J _ <E Approval Limited to Factory Built Portion Only L > o Iw State: Massachusetts (A MA. CERTIFICATION FOR MODULARS F YES X NO Signature: • U W z THE FOLLOWING ELEMENTS O Title: Staff Plan Reviewer o L, F CERTIFICATION N REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS; _ 1)DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATION Date: - 1/2 7/1 6 O w O 2)NDT DESTGNE➢ TD BE MDVED ONCE INSTALLED. I 3)DE SIGNED AND MANUFACTURED TG COMPLY WIT H NATIONALLY RECOGNIZED MODEL _ BUILDING CODE OR EQUIVALENT TD BUILDING CODES FOR ON-SITE HOUSING, II OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT U [� TO TITLE II OF THE NATIONAL HOUSING ACT, AND �? co 4)TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN Q UN A SI TE-BUILT PERMANENT FOUNDATION. V EJ R o COL 2 M Io-D• _ � 2'O FOR SNGv pRlr RIFTI ilNG Q M } W Q O Q O U > _ gLLJ _ -j J Q 2 0 L7 ? D W M N a- rIHlsPco E ' U M3 Z ('M ._ - � �� "I i •'� Y Y Y Y Y Y �\f D oN In n n D D rlrvlsHcn canerF IEr N o (LI In N � rU PORCH SLAB, STAIRS, RAILING, AND POSTS ON-SITE BY OTHERSJ 7 z 'n✓ 1 ¢ ¢ Q ¢ Q z o xOMIT SIDINGx W z z z z > N QLL Li LL G > > O o �O V N In S NOTE ACTUAL HOUSE MAY VARY FROM ELEVATI❑N o �o< t\qo I ' € ON-16104/MA z CD Q o � � J z � AMA STATE BUILDING CODE, ITF EDITION w/ AMENDMENTS (THESE PLANS HAVE SEEN EXTRACTED FROM APPROVED] INDIVIDUAL DOORS AND WINDOWS ARE SPECIFIED ON U C" I FUEL / GAS N PLUMBING CODE I (BUILDING SYSTEMS FILED WITH THE STATE , PAGE 48-49 (SPECIFICATIONS) OF APEX HOMES' SUB. SET.20 APPROVED El INTERNATIONAL MECHANICAL CODE w/ AMENDMENTS I L------------------------------J ALL RANGE AND BATH FANS ARE VENTED TO EXTERIOR :2014 NATIONAL ELECTRICAL CODE w/ AMENDMENTS -------------------- 12012 INTERNATIONAL ENERGY CONSERVATION CODE , r- _______________________ __________________ 12' VENT STACKS REPL STD I r 1 J L- AMENDMENTS I , I I x IMPORTANT NOTE I 1�2 7�1 6 _ L_______________________________________J ,1 -- VENT STACKS- PER CODE, 1 , DATE Q ALL EXT. LOAD BEARING HDR'S: WITH SPAN OF 5'-10' OR L---------------------J I RAISE DOORS, CABINETS, ELT. 5/8' IN ALL ❑MIT FLOORING , I AREAS FOR BUILDERS ON-SITE FLOORING------J PFS CORPORATION LESS WILL 6E (3) 2.6 SPF 42 ALL OTHERS WILL _______ L___________________________________ � � `- BE SPECIFIED. ALL REQUIRED JACK STUDS I.NOTE : I d SHOWN ARE 2x6 SPF 42. (SEE BRACED / SHEAR WALL AND I Bloomsburg, PA -D ( SEE CALCS,PG. 3.1 > ]FOUNDATION PLAN PAGES FOR HIGH Q IWIND DETAILS AND REQUIREMENTS. I H 'zIz N ALL MI HOR'S� WITH SPAN OF 7'-0" OR LESS N �- WILL BE (4) 2x6 SPF p2 ALL OTHERS WILL BE SPECIFIED, C SEE CALCS, PG. ?? ) O 13'-0' 18'-0' PANELIZED 4'-4 1/8' 4'-7 7/6' 4'-7 7/6' 4'-4 1/8' U IEI II OO ROB D7d...30 /�:5 5/@' L/ MDR,(3>2.B SPF a2 (SEE CALCS,RG 3.2) 10'-0" J CyJ \ HORS(3)2x1D SPF N2 17"-0' __ (SEE CALLS,PG 3.4) �� 3'-0'x10'-0' ON SITE: DECK I � M%POCKET BEAM UP INTO_SHCL WALL ABDVEi d 12'-7 1/2" --- o0 1 vz•.Is•nL v/o)2*5 sPrP2 C2'-0" = W w[~ 0 cpw.NS ANp 111 4S 21 STRAPS EACH END I]U M Go LIVING ROOM 286.90 SQ.FT. m 22.95 LIGHT REO'D DINING ROOM 11.48 VENT REO'D 135,76 SO FT 15936 SD. FT . O W BEDROOM T. 48.72 LIGHT PROV'D 10.86 LIGHT REQ'D , 12.75 LIGHT REO'D 12.06 VENT PRO V'D 5,43 VENT REO'D _ (] co 6.37 VENT REO'D 53.00 LIGHT PROV'D sq 27.36 VENT PR13V'D q � 33.30 LIGHT PROV'D _ ooef. _ 04 �/ ::D ('') 10.12 VENT PROV'D o< v FLBDW TD TERINNITE J O CL O iHR DUGH CHASE ABDVE /��\� 8.� FLUE FINISHED (, LLJ N 2xi0 fLP,JOIST N V�I SITC BY DTHERS iU �J \ (2) LB -i < SPF»2 39'D_VERHANG__ ti STAND RD CASED DPEu1NG ! 6'- 0 4'-1 I/2' 4'-3' F ul E`" = J @ LIVING RCDM/FRYER K - K_ B2dB DNII 2'-D'SECT NNIn Dnli 2'-8'SECT ❑i SC CASE➢OPENING CLG L VALL LYP S/L S L VL CO M oI CLG L VALL GYP ----- <J Q c/ CEO 13'-4 1/2" '-9'-0" 32" Ds dos >- W LL e CLO C. 6' F- Q O HALL __________ ❑ SI DATA PLATE,SiaiE LABEL N EL r2-0' 1 13'-1' 9'-7 1/2' AND PFS LABEL(.2)LOCATD N yf 1 SC (UNITS'A L'B)O O OSC - ❑ _____ 1/2' -1 I I KITCHEN CQ ❑pHl1�l m NA TED 3 2 ______ IO _ >. AREA l e BEDROOM 42 N Ip x FLa OPEN l "' m f'3/a•� 7-l/A,F-1/r Z Q q W C7 133.83 SO.FT. ©I 10.71 LIGHT REO'D d�O o Sc 1 \\ B1az-N.1f4T,�l e1e cp 5.35 VENT REO'D 0 L--Ac-- O F 22.20 LIGHT PROV'D RAILIN "°W I/z DNSITE V3030 VDD121 V273D V273D 12.08 VENT PROV'D J Q \ FOYER BY 2x10 FLR JOIST ;OTHER ----RANGpF`Cul 'LUSHRCEIL INGi BEAn 2-3/nl SUPP. 11 JJJ BATH kl - 91' ,� Ifs IT) D ID @ DINING RDDH/KITCHEN fROM 2nd SiDRY ®N 2'fui yr R LAND- N N N 12'-2' 3•RnpoN veer LJO 8'-9' \ c\u N (LI 9-L ITEL II �O i(D IIIIIII H'-3" 3116''--0i"t' A ❑ [ 24-2 1/4' I 43'-0' -i JGsaFLEr ZW OZ III 12'-0' Cc CS - Lam. LL Li Li III III r-------------------------1 CD Q U OBO H S U llo u1 1 PORCH POSTS PROVIDED AND INSTALLED 1 h N U 0 III 9'-0"x28'-0" PORCH ROOF OVERHANG III 1 ON-SITE BY BUILDER FOR THE LOADS LISTED I T/) > > O_ CC O IIm III L-------------------------J W W W W Q CC Ip m - ct Ov! Of O� a 0- III P2 R 2­CI SPF R22 111 III (SEE CALLS.PG I0.7) 111 41 19d2 T.L 130p i.l. ill O 2]Sp T. -2D01 UPLIFT 26'-0' -IB80 UPLIfi -126d LIFT _2 49 TUPLif -2Gs9 a LIFT __________ ____ _______�__________ _______ ____ ®R-13 INSULATION INSTALLED IN INDICATED WALLS r------------'---------� ___ _ _ _ _ I 6'-IO' I.+(BUILDER TO INSTALL A WHOLE HOUSE 1 Q --------------------------- z37e r.L. I ------------------------------- 1 VENTILATION SYSTEM TO MEET THE 1 V e NOTE -z301 uPLIFr 1 R-13 INSULATION INSTALLED- UNDERSIDE OF STAIRS.1 I REQUIREMENTS OF TABLE R403,5.1 1 �) ALL WINDOWS WITH OPENINGS WHICH OPEN 4 INCHES - ------------------------------� L----------------------J 1 I r----------------------- LS IOR GREATER, ARE 72 INCHES ABOVE THE FINISHED GRADE I I'I NOTE , r•_____________________ C>J L� C, ____ ______________ _____________ I OR SURFACE BELOW AND THE LOWEST PART OF THE CLEAR I I DRYER VENT DUCT SHALL TERM)NgTE ON 1 I x IJO TE ] r-------- -- i r------------ - LV Q I ORE N ING IS LESS THAN 24 INCHES ABOVE THE FINISHED I 1 AN OUT CZ WALL OF A BUILDING NOT 1 (TUB / SHOWER CONTROL VALVES I IR NOTE , ,>E NOTE 1 (\ I FLUOR, WILL REQUIRE WINDOW GUARDS PER 2009 IRC I ILESS THAN 3'-0' IN ANY DIRECTION FROM I ITO HAVE A HIGH STOP LIMIT SET ] (THE BASEMENT AND / OR ATTIC DOOR MUST HAVE 1 IDUCT TIGHTNESS AND BLOWER DOOR TESTING I SECTIONS R612.2 THRU R612.4, THE WINDOW GUARDS WILL I I ANY OPENING INTO THE BUILDING AND MUST I I TO LIMIT WATER TEMPERATURE TO A I [WEATHERSTRIPPING AND A SWEEP PROVIDED AND 1 (WILL BE COMPLETED ON-SITE BY OTHERS BY I (� IBE PROVIDED AND INSTALLED ON-SITE BY OTHERS. I I BE EQUIPPED WITH A BACKDRAFT DAMPER. I (MAXIMUM OF l20• F (49'C>. I IINSTALLED ON-SITE BY OTHERS. I IA QUALIFIED PROFESSIONAL CERTIFIED BY MAI L________ _________________J L________________________J L____________________J L____________-_______________J L_______________________-_-J (4�ZD WV O NOTES: 1, BUILDER IS RESP❑NSIBLE FOR PROVIDING A PROPERLY SIZED 5. IST FLOOR SQUARE FOOTAGE = 1287 SQ/FT HEATING SYSTEM TO COVER A 45,000 BTU LOSS 6. CLG BEAM @ DINING/KITCHEN TO BE (4) 1 1/2'x9 1/4' M,L, (SEE CALCS, PG 5.2) 2. HEAT LOSS WAS CALCULATED WITH R-30 FLOOR INSULATION 7. CLG BEAM @ CLOSET TO BE (4) 2x10 SPF #2 (SEE CALCS, PG 5.2) F 3. MW CLASSIC WINDOWS BY PLYGEM B. 4. 12112 STORAGE RAFTER ROOF SYSTEM @ 16' ❑.C. 9. t I QN-16104/MA z o Q W _J z Q (THESE PLANS HAVE BEEN EXTRACTED FROM APPROVEp� APPROVED 1 BUILDING SYSTEMS FILED WITH THE STATE. L------------------------------� O DATE 1/27/16 0 0 PFS CORPORATION Bloomsburg, PA U c Q E] > ti PROPOSED SECOND FLOOR DRAWINGS ARE TO BE USED N AS A GUIDE ONLY: BEAM SIZE IS BASED ON SUGGESTED O O PLAN SHOWN. APEX HOMES WILL NOT ASSUME ANY LIABILITY OR RESPONSIBLE FOR ALTERED CONSTRUCTION OF SECOND FLOOR LAYOUT. z ALL SHED DORMER EXTERIOR (� (U II HEADER TO BE (3)2z6 SPF 42 J a CO (SEE CALCS, PG 3.1) 43'-0' L7 31'-0' SHED 12'-p• EGR 5 26.-6' 1 �TV BOH2Ow6n iV BDH2Oa6n �TV BBH2O46n ` 0 DID.—EGRESS R.G ]a /0' ESSI R.O!?a 3/B'xG/5/B' R.B!3a 3/0'x5'1 G/ ' �UU a1 O 12'-7 1/2• 2'-0 O l4'-7 V2' I D1� O LO Li 15.06 LIGHT RED'➢ 11-5 l/2 1 0 (U ~ n 7.53 VENT REQ'D o No DOORS BE'NO ti Q CDz BEDROOM 44 22.00 LIGHT PROV'D --------LIS IMNT_------- D V • 220.35 SO.FT. N 9.74 VENT PROV'D �i 17pq Di__-_-- 881 VENT REQ'0 � 0 Z = BOB LIGHT PROV'D CD 0- 9.74 VENT PROV'D W� iv 2x6 SPFw2 v/(aT J -W N '1.1 SHED BEnn-(2�I 1 2'x STA2<STRAPS COL N (AI 214 SPFw2 STUDY U ('-I J STRAPS SEACH ENIDHSTA ❑N H1.48 SQ. FT. - U J O � FRaFE ouT cLG 8.92 LIGHT REQ'D in USER■■■■■■■■■■■■■■■■■■■■ ■ 4.46 VENT RED'D - h AND LR FOR CHASE +' ~ J Q FIREPLACE FLUE ABBVE COLLAR 18.80 LIGHT PRGV'D y = \\ TIE AND TERMINATED ON GABLE ❑I 9.74 VENT PROV'D U U / ___—_—===_NO E_TERIBR_= — -------- --===--17_0= __— — -------_ I SHIPLOOSE IS-CITE 1 ¢ z d ___ __ _ N _________________ _e—===HALL=__ ____________�—POOR FOR ON-SITE BARN W RAILING POOR INSTALL TIOu v TERMINATION d �� U Q O (� SC jy DETAIL Du-SITE — 31 2xt2 SPFw2 [] 12'-7 1/2• u'-6 I Br OTHERS - -SCOPEGCE(CING---- 1,D W N 0- K R s s'-7 Iv2' 5'- 2'-D• c0• F-s/B. -------ao�sB RAILING 1 1 2)2x6 SPFw2 v/ WALK-IN ONSSYTC ISTA21 STRAPS CLOSET N CLO LIN❑ ICE) C- OTHERS t w 1 VENT FROn J --- I 1 Izt STORY N I ❑N I q L7 �l R' cc Ca RO�OOIFS-lIEVONIf- -r r THIS POINT 1 0 WALK-IN 1 ¢ Z Z JrA_ CLOSET I VSgEgE I I 3 y y y y y y I 2-VENT FROM C) y t STORY d BATH 42 CD I. �JT --------------1 U 3'RADON •N' 2J 2.10 SPFp2 FLOOR JOISTS Yfl cu Q 12 O � N \ \ 6'-0' 19'-0• 6'-0' J J J J J Z Q Q Q Q z o W z z z z > LL Li W LL O = W W W W Q Z d' � R' W' ILL 41 O y \� goo NOTES: L MW CLASSIC WIND❑WS BY PLYGEM 6, 2. 7. 3. B. 4 9 5. 10. i QN-16104/MA z o Q o � LIJ J a- E) Q Q :THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED: : APPROVED BUILDING SYSTEMS FILED WITH THE STATE. : Li------------------------------' ------ DATE 1/27/16 0 � `I PFS CORPORATION W W Bloomsburg, PA (__) aL Q S I N n . axxm..0 wa I ')'-GAS LINES ON-SITE BY BUILDER 'v v0["r i LEE rRICALL RD IREMEN iS SHO F 0 O PANELIZED AREI R VNE TO BE SUPPLIED BY (y� _ 1 OTHERS.COMPLETED BY A LICENSED MA 1 l ! ® 1 ELECTRICIAN.INSPECT AND APPROVED BY [vrt[v,ax.,<ers.vuKe cieai,a varr.n[z,x.,m[v„x ix z-v a M a,t,m[rc[rc rK.No<. I THE LOCAL BUILDING OFFICIAL I V I ————tix�uewo,xc v[c[v,vut[.rtcv rK sirc oe a ntuert w[e[N,e<o,o tt a,om,rs,[A ti _____ -__________________� / � J J co _J 7 r-------------------, a-------a-------q e v' ; ------------- - ----------------� ' LIJ IY O L� - I ! GFI 1B CHInE I__ sL '-------T---- SL L SD AFF f —_ _ L C..1 ~G l� L ___ _ r___ ____IJ11�1 r BrA APExG, I I II IL____J / � j80x AND BLOCK :III lJ UP.PADDLE FAN III I (U _ J LLl U BURR AND BLDCK d 1 r--------_j (a M W I FOR PgBOLE FqN I I r i � � � r 1 I 1 L------t./ ^ O N E I Tv D (:!>AF i ; U W J LL1 N I S J 0 L________ ry --- --- €� ELEC. DROPS V U I W1 28' COILS O Q O� L cs_____'__ L_____ €F ,J >- LJ Z w �________ D �l zr U Q O rZ`J LQ b cFi Q €r 2 Z pa N W IN CEILING '� OR SMOKE DETECTOR .��B A (� � p zGFT ov '„ O \ 12-8 m r � €FTI 1 i I c - ------- E Z Q Q o n IV a iT SB o f TO ON slTEIIT O%A FOR PADD D LE OFAN CK IB V GFI €flGFI _ CFI FI' ELEC. DROPS O c I �I I I — — W/ 8' COILS I FOR SM:SIT I I ofFL I ~I ////�•• h ai \ N o N \ L _____ __ � JEIL GIP Hln[S III III IL III J -I J J J L7 Z III III Q Q Q Q <E Z > (n III III Li li Ir li O Q U lu 0 --------- ----------------$-------� III to > > > > � QO -' $ III III LJ LJ LJLJ ¢ =) Q' III III Ct 2' K R' O_ IL hl pl i11 11' � III DI p Q� V g4:1 V g vo 1< O �v Mop O :sy NOTES: 1 20A 120 VOLT 12-2 ARC-FAULT 9 15A 120 VOLT 14-2 ARC-FAULT 16 20A 120 VOLT 12-2 25 20A 120 VOLT 12-2 ARC-FAULT 1. ALL LIVING SPACES ARE ARC-FAULT 2 20A 120 VOLT 12-2 ARC-FAULT 10 15A 120 VOLT 14-2 ARC-FAULT 18 20A 120 VOLT 12-2 26 20A 120 VOLT 12-2 ARC-FAULT PROTECTED COMBINATION TYPE 3 20A 120 VOLT 2-2 ARC-FAULT 11 15A 120 VOLT 14-2 ARC-FAULT 19 20A 120-VOLT 12-2 Z. SEE 2014 NEC NOTE ABOVE 4 5A 20 VOLT 4-2 :ARC-FAULT 2 ISA 120 VOLT 14-2 20 20A 120 VOLT 12-2 5 15A 120 VOLT 14-2 I ARC-FAULT 13 20A 120 VOLT 12-2 21 20A 120 VOLT 12-2 ARC-FAULT 3• 6 20A 120 VOLT 12-2 ARC-FAULT 14 LOA 120 VOLT 12-2 ARC-FAULT 22 204 120 VULT 12-2 ARC-FAULT 4 7 I5A 20 VOLT 14-2 ARC-FAULT 15 30A 240 VOLT 10-3 23 20A 120 VOLT 12-2 -8 15A 20 VOLT 14-2 : ARC-FAULT 17 24 15A 20 VOLT 14-2 ARC-FAULT ' ON-16104/MA Q __j o a- w � D a- J � a r------- ------ ----------PPROV APPROVED Q 1 THESE PLANS-HAVE BEEN-EXTRACTED FROM T--VE01 L BUILDING SYSTEMS FILED WITH THE STATE. 1 ------------------------------J ❑3 - FASTEN IST STORY TO SILL W/LAPPED SHEATHING W/0,131.2,5' NAILS @ 3" O.C. Qi - USE 7/16' RATED SHEATHING W/ 0.131x3' NAILS @ 6' O.C. EDGE & 12' ❑,C. FIELD DATE 1/27/1.6 SILL TO FOUNDATION ON-SITE BY OTHERS FOR 430 PLF Q Q a�- FASTEN IST STORY TO SILL W/LAPPED SHEATHING W/0.131x2.5' NAILS @ 4' O.C. �- USE 7/16' RATED SHEATHING W/ 0,131,2.5' NAILS @ 2' O,C.EDGE 6 12' O.C.FIELD PFS CORPORATION Q W AND 0.131'x3' NAILS TOED AT 3' D.C. (DOUBLE STUDS AND STAGGER NAILS AT PANEL EDGES) SILL T❑FOUNDAITON ON-SITE BY OTHERS FOR 717 PLF Qj - USE 7/16- RATED SHEATHING W/ 0.131x3' NAILS @ 3' O.C. EDGE E 12' O.C. FIELD � V) Qs - FASTEN IST STORY TO SILL W/LAPPED SHEATHING W/0.131x2.5' NAILS @ 2" D.C. Bloomsburg, PA � M SILL TO FOUNDAITON ON-SITE BY OTHERS FOR 643 PLF Q-USE 7/16- RATED SHEATHING W/ 0.131x3- NAILS @ 4' O.C. EDGE & 12' D.C. FIELD L D a CL �- HDU4 @ THESE LOCATIONS w--------------a C7 ATTACH PANELIZED F___ ___________________________ Q Q- HDUII @ THESE LOCATIONS IBUMPOUT WALLS, RDOF, SHEAR WALL P,EQUIREMENTS SHOWN FDR PANELIZED AREA Q- HOU2 @ THESE LOCATIONS IAN➢ PLODR TO MAIN T❑ BE COMPLETED BY LICENSED MA CONSTRUCTION H m � V (n MOUSE W/ 0,131'x3' SUPERVISOR, INSPECT. D AND APPROVED BY THE LOCAL N Q- HOUR @ THESE LOCATIONS (NAILS AT 4' O.C. BUILDING OFFICIAL , O ___________� L__ _____________________________J O O Q- HDU14 @ THESE LOCATIONS ©- FASTEN SIDEWALL TO ENDWALL \ WITH 0,131"z3' NAILS @ 6' O.C. 2-10 15/16' 2'-10 15/16' FOR HEIGHT OF WALL U I 060a�]06 p60a❑]3060 OO O J U \ CO -------------------- 3/8, 3'-0 31/8' 060q ❑3 3060w 73Fw❑ 3060p 060n❑3 ❑060 O a l Oi C U V Q633>q C, 2❑ O O I-) q •--� Z Q633>a I of W Cu Q ('") W Q C4 )66epO5 O O D C'') Q O v 06]3]p D O ZUwW N � o.l=a0 O JJ 2❑O O` � H PC) � o ----- 2 63371 U > LLJ aN o �3 � zPaLLJ N � ElpaQ I I � z b]3]«Zj C7) F-1 q L_—_ I I 1 - - 2❑s �+ O]3)a Q 2 b OD32aI 3 20 2032a N 1n n iD \D I o 10 12' 0" (\U N \ LJ N Oj N \ \ O 1 o 6 III 1 III J III o o ❑J a III 2032q J J J J J L7 Z Z O .. III III V Hi li LL li W O Q U III III ~ U =D III III N > > a O W III III W W W W Q CC III III - 2' � 2 CL III III III III III III II - III I I III w ® o NOTES: 2, 7, 12. 3. & 13 4, 9, 14. 5. 10. 15. 1 QN-16104/MACD Q J CD 0 D LJ Z r J Q Q J r--EPLANS -----------EDFROM ---- APPROVED v Q THESE PLANS HAVE BEEN EXTRACTED➢FROM APPROVE➢� BULL DING SYSTEMS FILED WITH THE STATE.APPROVED: 1/2 7/1 6 cc DATE.1 ❑1 - FASTEN IST STORY TO 2ND STORY W/LAPPED SHEATHING W/0.131x2.5' NAILS @ 3' O.C. Qj - USE 7/16' RATED SHEATHING W/ 0 o Q131u2.5' NAILS @ 6- O.C.EDGE 6 12' O.C. FIELD EJ W - ❑2 - FASTEN 1ST STORY TO 2ND STORY W/LAPPED SHEATHING W/0.131u2.5' NAILS @ 4' p,C. Q- USE 7/16' RATED SHEATHING W/ 0.131.2.5- NAILS @ 2' O.C.EDGE 6 12' D.C. FIELD PFS CORPORATION <I _ AND 0.131'u3'NAILS TOED AT 3' O.C. (DOUBLE STUDS AND STAGGER NAILS AT PANEL EDGES] Bloomsburg, PA � (� LD Q- CMST14 STRAP @ THESE LOCATIONS ENO TE: Q- S' Ptl Q- CS16 @ THESE LOCATIONS (ATTACH SHEATHING TO IT OF GABLE I M J O SHED TRUSS iOR CHORD W/ 0.131'x2.5- I N �- O Q- FASTEN SIDEWALL TO ENDWALL INAILS AT 4' U.C. AND Tp TOP CHORD OF WITH 0.13Ix3' NAILS @ 6' O.C. IC APE TRUSS W/ 0.131'x3' NAILS AT 4' O.L.I CD O FOR HEIGHT OF WALL (SHEATHING MUST EXTEND TO BOTTOM OF (� TOP CHORD ON CAPE TRUSS L ----------------� U Q W II J z CO J c/) � 8-0 1'/". 5-2 5/8' 6-0 5/8' 31 0 13/16' (� ❑ I LJ I El Lic, Y o L 9 I I I B 1672p c a 5223nO -------------- eUU P� O 0 EV in O C¢i ('') LIJ U U Li Qz z ~ Q (/) Q = OJ oz (1) --------------------- Q = 1223.] U c, U L N Z J J O 'J >- LLJ I I --------------------- O U o o� I m � II >. � � II O ---------- -- r - - ----- nZ nz n n I I II I � -----------------------J N ^. CDE- \ I N J J J J J o Z Q Q Q ¢ Q Z O [U Z Z Z Z > (n U W W W J O Q U C. 2 J v) > > > > d tl' O W W W W ¢ mo d QE cl� K Q� d d 0 O Q� V M O G NEITES �' . .. CENTERVILLE LAKE WEQUAQUET PARCEL ID: / \ 210/48 6�3 12.0, 0 NN / 12.0' s� LOCUS k G E T BENCHMARK: / TOP OF MAGNAIL / h o °y EL=52.86 / o ^�/ /1 <v p ROUTE 28 ��"���P 47 �', PARCEL ID: LOCUS MAP J O 210/48 V //•' N PLAN REF: 170/113 F-3 \ S TITLE REF: 12550/38 h 1 O \ #� �� � a 63s , PARCEL ID: MAP 210 PAR. 155 QQ /� IL& Z 4 .9 4 NOT IN ZONE II F F ZONING: "RD-1" SETBACKS: 30-10-10 / \ 3 O O' FLOOD ZONE: "X" WIND EXPOS: "B" O/ / 51.1' Q ��� COMMUNITY PANEL: 25001CO561J DATED:07/16/14 `� � 1 , f k/ST�NC ip 1500 GAL. SITE AND SEPTIC PLAN TANK � LOCATED AT: \ 9.1 5o p \ 49 ` - 60 YACHT CLUB ROAD W 5 �o CENTERVILLE, MA. r SS �O� F��q� IV �� _ � PREPARED FOR _ --� 9��T MARIUS & BIRUTE 56 101.0 \ W .3 ' Z I A U G R A Al oPOSE� 28 15 REV: 03/0 2/164 01 DWELL ^' rr�r-* SO RD OA6. \ A. a. SNE H O 3 No.2 98 TF \\ SFoo \go0� r�o sL \ yLn / 54 51 �' PARCEL ID: /TAR AREA110313 ACRES 55 MacDougall Surveying O / � 5 3 �c Associates P. O. Box 2428 GRAPHIC SCALE �iST� �eENCHMARK: Mashpee, Ma. 02649 20 0 10 20 ao . so ` �q y,, TOP OF STAKE PH. EL=51.82 fax �508�419-1086 508419-1087 email: ( ) macdougallsurvey®comcast.net IN FEET 1 inch = 20 ft. . „ SHEET 1 OF 2 J 1777 TOP OF FOUNDATION i T PROFILE OF 1/8" - 1/2F 4" SCHEDULE 40 P.V.C. EL= 57.0' MIN. PITCH 1/8" PER FOOT f SEWAGE 'D[SPOSAL SYSTEM DOUBLE WASHED STONE € (NOT TO SCALE) OR FILTER FABRIC 10' MINIMUM EL,-- 49.3'(WALKOUT) EL- 49.0' EL= 48.0' • - EL- 45.9 ELF 45.9 .......... ........ ..... ......... . .... .......... ..... " . ..... ........•p.p:: .. 6 MAX. s MAX, s MAk, CLEAN SAND FILL PROP. PROP. PROP. CONC. INVERT 9„ MIN'/ 4" SCHEDULE 40 P.V.C. RISER RISER RISER RISER & EL= 42.15 ��� PER 310 CMR 15.255 36" MAX. MIN. PITCH 1/4" PER FOOT ELm 48.00' COVER LEVEL FORS EL= 42.9 0' Sm.04 55.0' S- .08 .•O o 0 FLOW LINE "T. 0 0 0 0 ® [=] O C7 ° L� E= C� 0op00 °0 10 » INVERT INVERT =EL=42-291' 0 00 0° 0 �0 cp Qp \EL=47.25- EL-47.00' 1 MIN. 14 EL® 46 EL= 46 6" SUMP 24 0 0 t=7 d 0 0 0 cb°oco 0� INVERT INVERT 4' GAS B" BASE DF MECHANICALLY 00 0 00 EL' 40.15 BAFFLE COMPACTED SAND PROP. DB3 4,0 , 4.0' DISTRIBUTION Y r (TYP.) 6" BASE OF MECHANICALLY BOX (H--20) 33 5' COMPACTED SAND WITH TEE 3/4" TO 1-1/2" PROPOSED DOUBLE WASHED STONE 3-500 GAL. (H-10) DRY WELLS (5"' X 8'-6" X 2'-9") N 1 ,500 GALLON TANK SOIL ABSORBTION (TRENCH FORMATION) SYSTEM (S.A.S.) 13' X 33.5' I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF BOTTOM OF TEST HOLE #1 ELEV.= 34.9'(NO GROUND WATER) GENERAL NOTES ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED 1. ALL WORKMANSHIP N OF BARNSTABLELRULESFAND REGULATIONS DESCRIBED IN 310TCMIRH THE REQUIRED I 017. 1 FURTHER CERTIFYISE, AND EXPERIENCE BY ME HE RESULTS ANDTO OF MY DESIGN DATA: TITLE 5 AND FOR SUBSURFACE DISPOSAL OF SEWERAGE. SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, 2. ALL ACCESS PORTS OVER TANK TEES SHALL BE ARE ACCURATE AND IN ACCORDANCE WITH 310 CMR 15.100 THROUGH 15.107. NUMBER OF BEDROOMS......... 4_- ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. 4 GARBAGE DISPOSAL.................-- NO 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE LE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE BRUCE G. MURPHY, IRS, CERTIFIED SOIL EVALUATOR ' TOTAL ESTIMATED FLOW CAPAB _440 -- UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY (110 GAL./BR./DAY X 4 BR.) MUST WITHSTAND H-20 LOADING. 440GPD X 200% = 880 GAL 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION TEST PIT RESULTS: P#14'716 USE PROPOSED 1500 GAL. SEPTIC TANK OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN s" OF GRADE SHALL BE MORTARED IN PLACE. EB.O.H. TEST DATE: JUNE 12, 2015 INSTALL; 3-500 GAL. DRY WELLS (W/4' CRUSHED STONE 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE AGENT: DAVID W. STANTON, RS ON THE SIDES, 4' ON THE ENDS) AND BACKFILL OVER THE S.A.S. AND DISTRIBUTION BOX. 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF EVALUATOR: BRUCE G. MURPHY, IRS WITH CLEAN SAND FILL PER 310 CMR 15.255 SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE BACKHOE: BORTOLOTTI CONSTRUCTION SOIL CLASSIFICATION................__1__-- THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND DESIGN PERCOLATION RATE••.••<H-Q_It1,/B LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN TH#1 EL.- 45.9 P ER C TOP ® 4 2 <2M P EFFLUENT LOADING RATE........._�74_-- 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT TH 3 EL.-' 45.9 REQUIRED LEACHING CAPACITY.....440 GAfDAY ELEVATION OF THE OUTLET PIPE. # LEACHING CAPACITY PROVIDED,...•459 GAj�DAY 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER SIDEWALL: (13' + 33.5 )x2x(2 SIDES)(.74)= 137.6 GAL/DAY BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC, A SANDY LOAM 10YR4 2 BOTTOM: (13' x 33.5')(.74)= 322 GAL/DAY 11, ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND 45.2 0"-8" FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL- 43.4 g"-�0" @ SANDY LOAM 10YR6/ /A TOTAL= 459 GAL/DAY BE LEVEL. 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION 38.9 30"-84" C1 MED SAND/TRACES TIGHT 10YR7/6 N/A 10I PER TO MACDOUGALL SURVEYING & ASSOC. FOR B.O.H. AND DESIGN 34.9• 84"-132" C2 MED SAND 10YR8/6 N/A 459 GP P IDED - 440 GPD REQUIRED = 19 GPD RESERVE ENGINEERS REVIEW AND APPROVAL. 13. PROPOSED SEPTIC SYSTEM IS NOT WITHIN STATE APPROVED ZONE 11 NO GROUNDWATER ENCOUNTERED/NO MOTTLES TH 2 8c TH#4 EL•- 49.7 OF � SEPTIC SYSTEM DETAIL PAGE CONSTRUCTION NOTES: # #60 YACHT CLUB ROAD 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEV. DEPTH IN. HORIZON TEXTV10YjR4/2 MOTTLING OTHER � fl CENTERVILLE, MA. ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 49.0 0"-8" A SANDY L WORK ON THE SITE. g SANDY N/A 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 47.2 8"-30" 6£ '7 10/28/15 REV: 03/02/16 WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 41,7 30"-96" C1 MED SAND/TR N/A 10%GR/PER IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING38.7 96"-132" C2 MED N/Ai �TAI'` SHEET 2 OF 2 J# 1777 TAPE OR A COMPARABLE MEANS. NO GROUNDWATER ENCOUNTERED/NO MOTTLES