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0164 ANNABLE POINT ROAD
�l(c>� �nna.6�11e�o�n� ,� �, __ _ ; LL �� o U . o � .�' . � P . � � , „ ,. .:. d p. �� , ,, �: �,, � ,. � o �oF1HEr�,,o Town of Barnstable . .STAB e. Building Department- 200 Main Street Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of .Occupancy Permit Number: B-20-465 CO Issue Date: 9/2/2020 Parcel ID: 211-014 Zoning Classification: RD-1 Location: 164 ANNABLE POINT ROAD, CENTERVILLE Proposed Use: Name of Tenant: Sprinklers,Provided: Gen Contractor: JOHN MCNABOLA MCNABOLA HOMES BUILDING & REMODELING Permit Type: Residential- Single Family Type of Construction: Design Occupant Load: 0 Comments: 2 � 2 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition Town of Barnstable . _ Building t Post This CardSo That rt is Visible From the Street-Approved Plans Must be Retained;on Job and this Ca"rd Must be.Kept MAIN n t Posted UntilfFinal Inspection Has Been Made. �6�� R, ermit ct Where a Certificate'of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-465 Applicant Name: JOHN MCNABOLA MCNABOLA HOMES BUILDING & Approvals REMODELING Structure Date Issued: 03/03/2020 Current Use: Foundation: Permit Type: Building- New Construction- 1 or 2 family Expiration Date: 09/03/2020 Sheathing: Residential ,-�s.,, Map/Lot: 211-014 , Zoning District: RD-1 yni..D DOWNS ow Location: 164 ANNABLE POINT ROAD,CENTERVILLE framing: 1 Contractor Name: JOHN MCNABOLA MCNABOLA Owner on Record: FISHER,THOMAS G&LEANNE HOMES BUILDING & 2 �" R REMODELING Address: 10 OAK LEDGE DRIVE Chimney: BRAINTREE, MA 02184 Contractor License: 193223 Insulation: Description: bUILDING NEW MODULAR HOME WITH BACK DECK AND SCREENED Est Project Cost: $478,485.00 IN PORCH FRONT ENTRANCE AND COVERED SIDE ENTRANCE, 2 ..�8'"^ Permit Fee: $2,565.27 Final: STORY GAMBRELL WITH RINSE STATTION i Fee Paid: $2,565.27 ., Plumbing/Gas Project Review Req: a Date:w 3/3/2020 Rough Plumbing: final Plumbing: , I. Rough Gas: � 3 This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six' months afte Rk- iva All work authorized by this permit shall conform to the approved application and the approved construction documents for,which this permit has been granted.. Final Gas: All construction;alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall>be maintained-open for public inspection for the entire duration of the Electrical work until the completion of the same. L Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Buildingand Fire Officials are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: �- 1.Foundation or Footing final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final:. 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the'various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site All Permit Cards are the,property of the APPLICANT-ISSUED RECIPIENT ` � Bar Building . Town o Barnstable . . n r�naArsrwst (Po"st This,Card So That It is Visib e;Fromrfhe Street .Approved Plans„Must be Retained'orrlob.and this Card Must be Kept 1 ,�$ Posted Until Final Inspection Has Been Made. ".z P^y.m�+ .e. .ur-a e an_ p _.g. Final lnspection has been made. w' `1 111 1 Where a Certificate of Occu pan �s Re uired,such Buildm shall Not be Occupied until a. Permit NO. B-20-465 Applicant Name: JOHN MCNABOLA MCNABOLA HOMES BUILDING & Approvals REMODELING Structure Date Issued: 03/03/2020 Current Use: Foundation: Permit Type: Building-New Construction-1 or 2 family Expiration Date: 09/03/2020 Sheathing: Residential .. M /Co21 -014 ----°ZoAning District: RD-1 ^�� Location: 164 ANNABLE POINT ROAD,CENTERVILLE Framing: 1Contractor Name: ,JOHN MCNABOLA MCNABOLA Owner on Record: FISHER,THOMAS G&LEANNE HOMES BUILDING & 2 REMODELING Address: 10 OAK LEDGE DRIVE 1 i; Chimney: Contractor License: 193223 BRAINTREE, MA 02184 ` ' Insulation: Description: bUILDING NEW MODULAR HOME WITH BACK DECK AND SCREENED Est..Proj, 'ct Cost: $478,485.00 4 Final: IN PORCH FRONT ENTRANCE AND COVERED SIDE ENTRANCE, 2 Permit Fee: $2,565.27 STORY GAMBRELL WITH RINSE STATTION =` Fee Paid: $2,565.27 plumbing/Gas Project Review Req: bate: 3/3/2020 Rough Plumbing: Final Plumbing: E Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afte �� R&.Official { I Final Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures'shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Electrical work until the completion of the same. <€ Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided,on this permit. Rough:. Minimum of Five Call Inspections Required for All Construction Work , 1.foundation or Footing Final: 2.Sheathing Inspection 3.'All fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). - Final: Building plans are to be available on siteS�'' All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Application Number..... .............................. ..... .......... .. ..... BARNWABUr, MAS& Permit Fee.......................................Other Fee:....................... talFee Paid............. ................................................. ...... bfk f�%Sj KI TOWN OF BARNSTAki Permit Approval by.........................:.......on............................ .........................*.......On............................ BUILDING PERMIT o 'Y map....... ....................Parcel............................................. APPLICATION ?05101'7"' L Section 1 — Owner's Information and Project Location Project Address. village C�04 x- ,t Owners Name �ACk SGANNED Owners Legal Address MAR 0 4 7020- Ci State Cell 4-�_k E-ma Owners JU i, a C_ Section 2 —Use of Structure Use Group_R�S.— F-I Commercial Structure over 35,000 cubic feet Sbb NEF Commercial Structure under 35,000 cubic feet X -Single/Two Family Dwelling Section 3 —Type of Permit New Construction F] Move/Relocate E] Accessory Structure ❑ Change of use Demo/(entire structure) El Finish Basement El Family/Amnesty R Fire Alarm Rebuild Deck Apartment Sprinkler System E:] Addition ❑ Retaining wall Solar El Renovation ❑ Pool- Insulation Other—Specify, Section 4 - Work Description K." 4 TZ L\ EwA4 T,.o iincisttri- 11/linni R Application Number.................................................... Section 5—Detail Cost of Proposed Construction �D, �D Square Footage of Project �`� 3 I Age of Structure Dig Safe Number , # Of Bedrooms Existing Total#Of Bedrooms (proposed) f 110 MPH Wind Zone Compliance Method MA Checklist WFCM,Checklist ❑ Design Rf s Section 6—Project Specifics Wiring ❑ Oil Tank Storage �' Smoke Detectors Plumbing Gas n Fire Suppression ❑ Heating System F. ❑' Masonry Chimney ❑ Add/relocate bedroom Water Supply Public ,;❑ Private j Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: 0\V s �s/�-� $Iyamlusing a crane AYes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information �r. V:,zLwAy Zoning District , Proposed Use 09V A Lot Area Sq. Ft. Total Frontage jT Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yazd Required Proposed �1 Rear Yard Required O Proposed l r Side Yard Required 1 O Proposed Has this property had relief from the Zoning Board in the past? Yes ❑ No Last updated: 11/15/2018 j 1 ' s Commonwealth of Massachusetts Manufactured Buildings Program—Plan Identification Number Assignment Name of Manufacturer MC Identification Number ` NZ TCHESTER MODULAR HoMES INC. Third Party Identification Number Project Title ., 11921- Use Group BBRS\OPSI Sntle Identification Number 0 44-20 F Ml Review Required All plans are reviewed by MA and a BBRS Number assigned when approved Date:Ori1 P� / 1'22'/2O Manufactured Buildings Program. From: Linda Shea Manufactured Buildings Program Re: Confirmation of Receipt of Building Plans &Assignment of BBRS\OPSI Identification Number(BBRS\OPSI I.D. Number) The Board of Building Regulations and Standards and Office of Public Safety (BBRS\OPSI) has received your building plans for the referenced project and has assigned the identification number noted above (in the block marked BBRS\OPSI I.D. Number). This number has been assigned for purposes of internal tracking methods. This number shall be used in reference to this project and on all future correspondences,inquiries and plan revisions. Thank you for your cooperation with this matter. Send all correspondences,inquiries and plan revisions to: SCANNED Office of Public Safety&Inspections-Linda Shea 1000 Washington Street,Suite 710 Boston,MA 02118 MAR 0 4 2020 Linda shea@inamgov Bbrs\forms2\manufacturedbldgplanid-06/2018 BUILDING DEPT, FEB 18 2020 TOWN OF BARNSTABLE r Commonwealth of Massachusetts Manufactured Buildings.Program Transmittal Form for all correspondences relating to Manufactured Buildings and Building Components To: Linda Shea, Manufactured Buildings Program Phone Number: Date Transmitted linda.shea@mass.gov 617-826-5225 2-10-20 Commonwealth of Massachusetts Office of Public Safety and Inspections Attn: Manu. Bldgs. Board of Building Regulations and Standards 1000 Washington Street, Suite 710 Boston Massachusetts 02118 The person forwarding this material shall complete the following portion of this transmittal Name of Person Mike Hatcher MC Number TPIA Number Transmitting Material 116 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 Single (Review not required) Colonial-CTM#19212 g . -family - 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: 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: 164 Annable Point 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 RDigitally signed by j Harold Raup a ro l d DN:cn=Harold Raup Signed y �o=PFSTECO,ou, Signed By for TPIA• ermail=harold.raup@ BBRS No: assigned by Mass. for MASS: a Au fsteco cow;c=US Date:2026102.10 07:34:03-05'00' Print Form. . . REScheck Software Version 4.6.5 `1" 64j� Compliance. Certificate A�LEN NO. 4957 Project At Energy Code: 2015 IECC Location: Centerville (Barnstable), 2/7/2020 Construction Type: Single-family Project Type: New Construction The Engineer Seal on these drawings is applicable to Conditioned Floor Area: 2,673 ft2 the modular portion of the building built in the Glazing Area 20% factory, and is not to be taken as Record Design Climate Zone: 5 (6137 HDD) Professional for the project. Items noted 8/0, by Permit Date: B/P, by others, by Builder, on site, etc. are to be designed by a registered professional on site, and Permit Number: are not designed in this approval. .Construction Site: Owner/Agent: Designer/Contractor: 164 ANNABLE POINT ROAD TOM FISHER VINCENT L. GIORGIO CENTERVILLE, MA 02632 McNABOLA HOMES, BUILDING AND WESTCHESTER MODULAR HOMES REMODELING LLC 30 REAGANS MILL ROAD 92 STANHOPE ROAD WINGDALE, NY 12594 FALMOUTH, MA 02536 Compliance: 3.3%Better Than Code Maximum UA: 419 Your UA: 405 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 Ceiling 1: Raised or Energy Truss 1,436 49.0 0.0 0:020 29 Ceiling 2:Cathedral Ceiling 44 15.0 0.0 0.065 3 Wall 1: Wood Frame, 16" o.c. 2,888 21.0 0.0 0.057 130 Window 1: Wood Frame:Double Pane with Low-E 287 0.290 83 Door 1: Solid 44 0.160 7 Door 2: Glass 44 0.280 12 Door 3: Glass 235 0.300 71 Floor 1: All-Wood J oi st/Truss:Over Unconditioned Space 1,480 19.0 0.0 0.047 70 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 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Vincent L. Giorgio - Designer 12/11/19 Name-Title Signature Date PFS Corporation Northeast Region APPROVED Project Title: Report date: 12/11/19 Data filename: M:\Chec09212.rck 2/10/20 page 1 of 9 Approval limited to Factory Built Portion NfREScheck software Version 4.6.5 Inspection Checklist Energy Code: 2015 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. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and - - ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ;building envelope.Thermal ❑Not Observable ;envelope represented on ❑Not Applicable {construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, 1documentation demonstrate E]Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not.Observable ; :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate Icompliance with the IECC :Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ;[]Complies ; 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA Manual J or other methods ; Cooling: Cooling: ;❑Not Observable ; Btu/hr Btu/hr !❑Not Applicable approved by the code official. PP , Additional Comments/Assumptions: +��L`N Y414 PFS Corporation Northeast Region JOHN A. !� WAILLEN APPROVED 7 H Raup - 3 N0. 16,5 2/10/20 far Approval limited to Factory Built Portion " 21712020 he Engineer Seal on these drawings is applicable to he modular portion of the building built in the factory, and is not to be taken as Record Design Professional for the project. Items noted B/0, by B/P, by others, by Builder, on site, etc. are to be designed by a registered professional on site. and are not designed in this approval. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) . Project Title: Report date: 12/11/19 Data filename: M:\Check\19212.rck Page 2 of 9 Section 4t Foundation Inspection Complies? Comments/Assumptions &Req,ID 303.2.1 A protective covering is installed to ;❑Complies I [FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below grade. I❑Not Observable; ;❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ; [FO12]2 installed. ;❑Does Not J ❑Not Observable: ONot Applicable Additional Comments/Assumptions: 10HN A. WALLEN + NO. 4657 Al 2/7/2020 The Engineer Seal on these drawings is applicable to he Modular portion of the building built in the factory, and is not to be taken as Record Design Professional for the project. Items noted B/0, by B/P, by others, by Builder, on site, etc. are to be designed by a registered professional on site, and re not designed in this approval. PFS Corporation Northeast Region APPROVED H Raup - 3 2/10/20 Approval limited to Factory Built Portion 1 High Impact(Tier 1) 2 Medium Impact(Tier2) I1, 3 Low Impact(Tier 3) Project Title: Report date: 12/11/19 Data filename: M:\Check..\19212.rck Page 3 of 9 Section Plans Verified Field Verified # Framing,/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID ,U- e Assemblies See the Envelope P 402.1.1, ;Door U-factor.- U- ; -]Does i I Does Not ;table for values. [FR1]1 i I ; ;❑Not Observable I ;❑Not Applicable 402.1,1, 1GIazingU-factor(area-weighted U U- ;❑Complies ;See the Envelope Assemblies 402.3.1, I average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 !are determined in accordance ❑Does Not with the NFRC test procedure or r ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 l installed per manufacturer's ❑Does Not i instructions. ❑Not Observable []Not Applicable �1N Y4j 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 l is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 10MN A. co :or has infiltration rates per NFRC ❑Not Observable WALLEN • 1400 that do not exceed code ❑Not Applicable limits. NO. 4E,57 402.4.5 IC-rated recessed lighting fixtures ❑Complies of [FR16]2. sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm PtFS Corporation I Ai leakage at 75 Pa. Northeast Region ❑Not Observa [:]Not Applic b 403.3.1 ;Supply and return ducts in attics APPROVE® ❑Complies [FR12]1 l insulated >= R-8 where duct is ❑Does Not 2/7/2�2� l>= 3 inches in diameter and >= H Raup — 3 a , ❑Not Observable ; ;R-6 where < 3 inches. Supply and 2/10/ � l return ducts in other portions of []Not Applicable ;the building insulated >= R 6 for I Approval limited to Idiameter >= 3 inches and R-4.2 Factory Built Portion ;for< 3 inches in diameter. JI 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. []Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55°F are insulated to>_R- 10 3 ,❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 piping. []Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ;❑Does Not 9 ; ,❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 12/11/19 Data filename: M:\Check\19212.rck Page of 9 Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED H Raup - 3 2/10/20 Approval limited to Factory Built Portion 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ! 3 1 Low Impact(Tier 3) Project Title: Report date: 12/11/19_ Data filename: M:\Check\19212.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]z or the installed R-values ❑Does Not e provided. ❑Not Observable ❑Not Applicable 402.1.1, ;:Floor insulation R-value. ; R- R ;❑Complies ;See the Envelope Assemblies 402.2.E i ❑ Wood ;❑ Wood ;❑Does Not table for values. [®1]1 ❑ Steel ❑ Steel ❑Not Observable I ❑Not Applicable 303.21 ;Floor insulation installed per ❑Complies ; 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 !in substantial contact with the ® underside of the subfloor, or floor []Not Observable framing cavity insulation is in ❑Not Applicable ;contact with the top side of ;sheathing, or continuous Iinsulation is installed on the !underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a: R- R- ;,[]Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 'wall insulation on the wall - ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 :exterior, the exterior insulation ; requirement applies (FR10). ;❑ Steel ❑ Steel !❑Not Applicable 00 303.2 l Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: PFS. Corporation. +��� &4 Northeast Region APPROVED ALIEN + H Raup 3 No. 4657 2/10/20 Approval limited.to �fai Factory Built Portion Al 21712020 The Engineer Seel on these drawings is applicable to the Modular portion of the building built in the factory, and is not to betaken as Record [design Professional for the project. Items noted B/0, by B/P, by others, by Builder, on site, etc. are to be designed by a registered professional on site, and re not designed in this approval. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 !,Low Impact(Tier.3) Project Title: Report date: 12/11/19 Data filename: M:\Check\19212.rck Page 6 of 9 Section Plans Verified Field Verified # Final inspection Provisions, Value Value complies? Comments/Assumptions &Req.ID 402.1.1, 'Ceiling insulation Rvalue. ; R- ; R- ;❑Complies ;See the Envelope Assemblies ❑ Wood ❑ Wood ;ODoes Not 402.2.1, i table for values. 402.2.2, 402.2.E '❑ Steel i❑ Steel :❑Not Observable ; [FI1]1 I ; ❑Not Applicable ; ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1, ;Blown insulation marked every i 300 ft2. ❑Not Observable ; ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [F[22]2 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 ; [F13]1 linsulation >_R-value of the :❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = I❑Complies ; [F117]1 inch in Climate Zones 1-2, and ; ❑Does Not �t��tM Y4j� <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable JOHN A. 403.3.4 (Duct tightness test result of<=4 cfm/100 cfm/100 ;❑complies ; [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air NO.t65t ;handler @ 25 Pa. For rough-in ❑Not Observable ; Itests, verification may need to ;❑Not Applicable ;occur during Framing Inspection. j 403.3.3 Ducts are pressure tested to ; cfm/100 cfm/100 !❑Complies [FI27]1 'determine air leakage with ft2 ft2 ;❑Does Not leither: Rough-in test:Total leakage measured with a 1 �❑Not Observabl 21712r720 pressure differential of 0.1 inch ❑Not Applicable ; w.g. across the system including - - --- --- ----le----- ;the manufacturer's air handler he Engineer Seal on these drawings is appiica.b to lenclosure if installed at time of ; the modular portion of the building built in the ;test. Postconstruction test:Total j factory,land is not to be taken as Record Design ;leakage measured with a Professional for the project. Items noted B/0, by l pressure differential of 0.1 inch B/P, by others, :by Builder, on site, etc. are to be w.g. across the entire system ; designed by a registered professional on site, and including the manufacturer's air handler enclosure. are not designed in this approval. 403.3.2.1 ;Air handler leakage designated LJComplies [F124]1 !by manufacturer at <=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats 1 Complies [F19]2 installed for control of primary M Corporatlort Does Not heating and cooling systems and .,initially set by manufacturer to Northeast Region[ Not Observable code specifications. Not Applicable 403.1.2 _ Heat pump thermostat installed AMPROVED Complies [FI10]2 on heat pumps. H iRaup,— 3 UDoes Not 2/10/20 Not.Observable i Not Applicable Approval limited to 403:5.1 Circulating service hot water Complies ; 2 Factory Built Portion - [FI11] systems have automatic or LLDoes Not accessible manual controls. ❑Not Observable ❑Not Applicable g P 1 High Impact (Tier 1) 2 ',Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 12/11/19 Data filename: M:\Check\19212.rck Page 7 of 9 Section Plans Verified Field Verified # Final.lnspection Provisions Value Value Complies? Comments/Assumptions &Req.lD 403.6.1 All mechanical Ventilation system ❑Complies ; [F125]2 fans not part of tested and listed ❑Does Not ♦�►�`� Y�j� HVAC equipment meet efficacy and air flow limits. []Not Observable - ❑Not ApplicWAL able 10HN A. 403.2 Hot water boilers supplying heat ❑Complies . M [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback NO. t6.57 _ control to lower boiler water ❑Not Observable ; temperature based on outdoor ❑Not Applicable temperature. 3 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The i ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ' pipe.Gravity and thermos r ❑Not Applicable 21712020 syphon circulation systems are _ not present. Controls for he Engineer Seal on these drawings Is applicable t( circulating hot water system the modular portion of the building built in the pumps start the pump with signal factory, and is not to be taken as Record Design for.hot water demand within the Professional for the project. Items noted B/0, by occupancy. Controls by others, by Builder, on site, etc. are to be automatically turn off the pump designed by a re�iStered prOfeSspnal On.site, and when water is in circulation loop is at set-point temperature and are not designed in this approval no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL Oboes Not 515. Controls automatically j ❑Not Observable adjust the energy input to the heat tracing to maintain the []Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not PP um water from a heated water supply pipe back to the heated o [:]Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies I [F131]2 tested in accordance with C5A []Does Not j 655.1. Potable water-side :pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three.or more showers. 404.1 ;75%of lamps in permanent ❑Complies [F16]1 Mixtures or 75%of permanent ❑Does Not :fixtures have high efficacy lamps. - Does not apply to low-voltage ❑Not Observable alighting. []Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not j ❑Not Observable d . . ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 11 3 Low Impact (Tier.3) Project Title: Report date: 12/11/19 Data filename: M:\Check\19212.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not []Not Observable ; ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [1`118]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: �ltl� JOHN A. WALLEN M NO. 46.97 '�► 'ff01 AL PFS Corporation Northeast Region 21712020 APPROVED The Engineer Seal on these travvings is applicable to N Raup — 3 he modular portion of the building built in the factory, and is not to be taken as Record Design 2/10/20 Professional for the project. Items noted R/0, by Approval limited to B/P, by others, by Builder, on site, etc, are to be Factory Built Portion designed by a registered professional on site, and ere not designed in this approval. 1 High Impact(Tier 1) 2-Medium Impact(Tier 2) _3 Low Impact(Tier 3) Project Title: Report date: 12/11/19 1 P Data filename: M:\Check\19212.rck Page 9 of 9 2015 iECC Energy Nf Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/ Roof 49.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.30 64 ' + .. , Heating- System: JOHN A. a S s 9 Ye W A LLi:N v Cooling System: Water Heater: NO.4M Name: Date: A[ Comments 2/7/2020 he EngineerSeal on these drawings is applicable to the modular portion of the building built in the factory, and is not to be taken as Record Design Professional for the project. Items noted B/0, by B/P, by others, by Builder:, on site, etc. are to be designed by a registered professional on site, and acre not designed in this approval.. PFS Corporation Northeast Region APPROVED H Raup 3 2/10/20 Approval limited to Factory Built Portion the modular portion of the building built in the factory,and is not to be taken as Record Design rofessional for the project.1tems noted BID,by /P,by others,by Builder,on site,etc.are to be esigned by a registered professional on site,and WMH STRUCTURAL CALCULATION SHE-] not designed in this approval 11 SERIAL NO: J119212 LOCATIONL. J1 Main House STATE:LMAJ FORMULAS AND FACTORS PER 2015 NDS TRUSS REACTIONS '04- A ROVED DAT;ZR 2/10/20 Floor : : P F SP0RAX014 Bloomsburg,:PA 8 . � R1- � 961,lbs R2_- 8111 Ibs S acin =1 24un.o.c. P g 8 94.4 Truss: HME18001 6 3 oof LL=Pg*0.7*Ct*Unbal.Load :: (assumes Ce and I=.1.0) 5 Load in sALoad P 0.7 Ct Unbal. Rf LL Pg 9(post) 2 Design Snow55 0.7 1.1 1.3 55 LOADING CONDITION Actual Snow 30 0.7 1.1 1.3 30 1 DIAGRAM Width(ft)= 13.5 Roof Pitch: Top Chord Bot.Chord (Load in psf) LL DL LL DL Total Truss Type: !___n !"H"-Hinged +t�`jli r�1� Design Load 55 10 0 10 ZS "C"=Cape/Storage Actual Load 30 10 0 10 50 JOHN A. DESIGN LOADING(PSF) V. WALLEN ad Reduction Factor= Actual 50 = 0.67 LL I DL -L Design 75 ISTFL 40 10 50 NO. � EILING 0 7 7 �fQls Reduction Factor= Live Load 30 = 0.60 ND FL 30 10 40 Total Load 50 ROOF-EXT 192 128 320 AL OOF-MAT 1 62 108 270 Adjusted Loads XTWALL 0 50 50 W1 tot - 3 O;lbs/If W2 tot - AT WALL 0 40 40 2 7120.20 W1(live)= 1 1921IbsAf W2(live)= 1 1621.IbsAf LOAD COMBINATION SUMMARY CHART(lbs/If) Loading Ist Floor 1st Fl Wall Clg 2nd Floor 2nd Fl Wall Roof/Ext Roof/Mate Total-Ext Total Mate Condition Total Live Ext Mate Total Total Live Ext Mate Total Live Total Live Total Live Total Live 1 338 270 338 270 338 270 2 338 270 50 40 47 270 203 587 354 577 354 3 338 270 50 40 47 270 103 50 40 320 192 270: 162 909 499 846 476 4 338 270 50 : 40 320 192 270. 162 592 347 540 324 5 47 47 0 47 0 6 270 203 270 203 270 203 7 270 203 50 40 320 192 270- 162 542 296 489 274 8 320 192 270 162 320 192 270 162 9 47 270 203 50 40 320 192 270 162 589 296 536 274 Notes: 1. Floor and ceiling loads above are calculated using the following: [Box Width(ft)]/2 x Design Load Example: 1st Floor= 13.5 /2 x 50 = 337.5 Ibs/If 2. Roof loads are taken from Max Gravity Reactions listed on truss drawing and adjusted to account for spacing and Actual(required)versus Design snow load as shown above. 3. Load totals given for conditions with multiple live loads incorporate a reduction factor of.75 applied to the live loads only. 19212HLC-Cover Page Main House SERIAL No: 19212 Beam Calculations -Truss:' HME180o1 i Microlam Design Values SPF#2 Design Values Formulas used in Calculations Fb=; 2925 psi Fb= 875 psi A=(b)(d)-- AREQ.D=3/2Max Shear/F,.' IREQD jl_)=An,(1.875)(Wn /E Fv= 285 psi Fv= 135 psi S=(b)(d)'/6 SREQ'D-12(W /8(FO IREQ'D(LL)=ALL0.875XWn,xLQ1E E= 2,000,000 psi - E= 1,400,000 psi I=(b)(d)'/12 - Beam#1: Location:Sittine Room ROOF/ATTIC Walk-up Attic:_NO`j Loadine Parameters: YY Beam Type: Floor Loading Conditions: Loading Condition:l 8 1(from cover sheet) 1 M CM"for Microlam) WTL=! 2701plf Length of Beam:M 18.25 +ft=L - ("S"for SPF92) WLL= 162 plf Beam Location: M I("M"for Mate Line) �Y4 ("E"for Exterior) Max Shear=WL/2 Ibs 24641bs Max Defl(TL) in.=L(12)/180 =5 1.22 in o t Wall Height:��ft _ Max Moment=WL'/8 ftlbs 124_VII-Ibs Max Defl(LL)=L(12)/240in 0.911in .. __ JOHN A. Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values WALLEN M pane _ fiDepth cD(b)='j 1.1s cr(Fb)=%`1 i Fb=?sz96s!pRi @ l-1/2x{ 14 lin CD(fv)=1 L15 Fv=( 327.81psi ,,c�se¢ I I NO, 457 CF(Fb)=1 0.98 E= 2,000,000 psi Required Properties Of Beam - Reunited Posts EQ/ A= 21!m`> - 11_281in' 54% Al S=L 49in3> S(�w 40.9�in' 83% 2x3's=13 1= 343 in > ITL(KQp)= 27736 j in" 81% or 2x4's=2 n IE�Q�)= 221.56jin' 65% or2x6's=I 217120�0 42: Location:[Deck ROOF ROOF/ATTIC Walk-up Attic:NO Loading Parameters: Beam Tvoe: Loading Conditions• Loading Condition:1 8 1(from cover sheet) M 1("M"for Microlam) WTL=1 3201plf Length of Beam:M 18.25 1i ft=L ("S"for SPF#2) WLL= 192 plf Beam Location:M E i("M"for Mate Line) l ("E"for Exterior) Max Shear=WL/2lbs= 2920'.lbs Max Dell(TL)=L(12)/180in= .1,22'in Support Wall Height:L-T-Ift Max Moment=WL'/Si-Ibs ,A13323'ft-Ibs Max Dell(LL)=L(12)/240 in=.: 0.91,in Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values Ouantity Depth CD(ro)=. L15 i Cr(Fb)= I- Fb=- 3363.8 psi 2 Q 1-1/2x F 11.25 tin CD(N)='i 1.15 Fv=' 327.8 psi CF(Fb)= 1 - E= 2,000,000 psi RRe uired Properties Of Beam Reunited Posts A= 33.8,in'> A, Qom) 13.365 4? 40% S= 63.3 in'> Swot,)= 47.5 in' 75% 2x3's=4 1= 356 in4> ITL(KQ�) 328.72 in' 92% or2x4's='2 1LL(REQ�)=_ 262.59.in° 749X. or 2z6'0-I Beam#3: Location:Bedroom-#2 wy- ROOF/ATTIC Walk-up Attic:':NOS Loading Parameters: Beam Tvoe: Loading Condition s:- Loading Condition:. 8 ;(from cover sheet) M ("M"for Microlam) WTL=1 2701pif. Length of Bean:, 14.5 ^ft=L ("S"for SPF#2) WLL=l 162 plf Beam Location: M ,("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 Ibs= 1958 Ibs Max Dell(TL)=L(12)/180 in= 0.07 in Support Wall Height: - $ eft Max Moment=W12/8 ft-Ibs= 7096 ft-Ibs Max Defl(LL)=L(12)/240 in= 0.73 in ember Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values IFS . APPROVED Ouantity Depth CD(fb)= I.l5 C,(Fb)= I Fb= 3363.8 psi 1 Q 1.1/2x, 11.25 in CD(N)= 1.15 Fv= 327.8 psi DATE 2/10/20 1 1 1CF(Fb)= I E= 2,000,000:psi P FS CORPORATION R w TIO N Reunited Properties Of Beam Required Posts r l�.. r R!1 + 1, A:= 16.9 in'> A(".Qvp=, 8.955.in' .. 53%:. .. Bloomsburg, PA. S= 31.6 in'> SpcQD)= ,. 25.3 in' 80% 20's=3 1= 178,in°> ITE(EQr,)_ 139.11'in° 78% or 2x4's=1 111.12 19212HLC-Beams IELWQQ)= i°n 62% or 2x6's=1 N SERIAL No: 19212 Beam Calculations -Truss:? HAIE18001 Main House Microlam Design Values SPF#2 Design Values Formulas used in Calculations - Fb= 2925 psi Fb= - 875 psi A=(b)(d) AREQ'o=Max Shear/F,' IUQo(TL)=ATL(j.875)(W,,)(L)IE - Fv= 285 psi Fv= 135 psi S=(b)(d)'/6 .. Sar QD=12(W)'/8(Fti) 1arQ,o:(LL)=A,,(1.875xwTr)(L)'/E E= 2,000,000 psi E= 1,400,000 psi - 1=(b)(d)'/12 Beam#4: Location:,Uvine room FLOOR ABOVE `1M Y4 j� Loading Parameters: Beam Type: Floor Loading Conditions: ing Condition:1 6 !(from cover sheet) I M I("M"for Microlam) WTL=1 2701plf JOHN A. - h of Beam:1 15 ift=L ("S"for SPF#2) n Y WLL= 202.5 plf WALLEN Location: M i("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 Ibs 2025 Ibs Max Dell(TL)=L(12)/240 in= 0.75 in No. 4"7,f upp all Height: ft Max Moment=WO/8 ft-Ibs="_ 7594'ft-Ibs Max Dell(LL)=L(12)/360 in= 0.5 in �fal! alyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values ,7 anti (`Death CD(Ib)-I Cr(Fb)=ii �1 i.:., Fb 2925 ps Al 2!@.1-1/2x1 9.25 in CD(N)- I i - Fv= 2851psi ' - CF(Fb)=If E_L2,000,000!psi Required Properties Of Beam Required Posts 2/7/2020 A=� 371j in'> A(,,aQp;=) 10.665;in' 29% S= 5) 31.2t'� in'> S(.on)= in' 55% 2x3's='i n s 1= 263.8iin4> ITL(-Q)= 205.031in' 78% or2x4's=L�L2 i ILUMW)= 230.66'Iin° 87% or2x6's=:r1 Beam#5: Location:[Living Room - CEILING Loading Parameters: ea yBm oe:Tv . -:Loading Conditions: Loading Condition:`` 5 (from cover sheet) M 1("M"for Microlam) WTL=j 47.251plf Length of Beam:F 15 ft=L ("S"for SPF#2) WLL=L__'A plf Beam Location: M ("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 lbs= 354-Ibs Max Dell(TL)=L(12)/I80 m N. ti I.!in f Support Wall Height: �ft Max Moment=WL?/8ftlbs.4_,-,,,1329,ft-Ibs Max Dell(LL)=L(12)/240 in 0.75'in Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values .-Ouantity Depth - CD(n,)= 0.9 1 C,(Fb) r 1 Fb=PY 2632.5 psi 2 @1-1/2.r 5.5 Iin CD(fv)= 0.9 s - - Fv 256.5,psi CF(Fb)_( 1 E 2,000 000 psi Required Properties Of Beam Required Posts A= 16.5:in'> A(arQT,) 2.07 in' 13 S= 15.1 in'> S(.QT,)= 6_1 in' 40% 2x3's=1 1= 41.6 in'> ITL(.Qo)= 26_95 in 65% or 2x4's=1 ILL rQQ)= 0 in° 0% or2x6's=1 Beam#6: Location:Hallway FLOOR ABOVE I Loading Parameters: Beam Type: Loading Conditions: Loading Condition:d. •6 i(from cover sheet) x S ("M"for Microlam) - WTL=1 2701plf Length of Beam:I 6- f ft=L ("S"for SPF#2) WLL= 202.5 plf Beam Location:s M ("M"for Mate Line) - ("E"for Exterior) Max Shear=WL/2 Ibs 810 Ibs Max Dell(TL)=L(12)/240 in= 0.3 in Support Wall Height: .9 .ft Max Moment=WL'/8 ft-Ibs= 1215 ft-Ibs Max Defl(LL)=L(12)/360 in= 0.2 in Analyzed: SPF#2 Beam PASSES SPF#2 Adjustment Factors Adjusted SPF#2 Designs Values - APPROVED Quantity Denth. CD(fb)= 1 Cr(Fb)= I Fb= 962.5 psi 1 @ 2x ._ 10 in CD(fv)= I Fv= 135 psi DATE 2/10/20 CF(Fb)= 1.1 E= 1,4o0,000 psi P FS CO^^O PATIO-■ Required Properties Of Beam Required Posts �(r 1 ry. A�== 18.5 in'> A(ii 9 in: .. 49% Bloomsburg, PA S= :28.5.in'> S(a[Q'Q)— milin3 539X. 2x3's=2 1= 131.9 in°> ITL(KQT,)= 18_75 in° 14% or2x4's=,1 19212HLC-Beams(2) ILL( W)= 21_09 in° 16% or 2x6's=L SERIAL NO: 19212 Beam Calculations Truss:��HME18001 Mam House Microlam Desien Values SPF#2 Desien Values Formulas used in Calculations Fb- - 2925 psi Fb .- 875 psi A=(b)(d).. ARi,00=Max Shear/F,.' IREQ'o(TL)=An.0.s75)(Wn)(L)'te Fv= 285 psi Fv= 135 psi S=(b)(d)'/6 SnEQD=12(W)2/8(Fti) IREun(LL)=ALEp.s75xwnp.ptE E= 2,000,000 psi E= 1,400,000 psi I=(b)(d)'/12 - Beam#7: Locatiosi:;Poket door headers —4� FLOOR M Loading Parameters: Beam Tvoe: Floor Loading Conditions: Loading Condition: 7 1(from cover sheet) t M ("M"for Microlam) WTL=1 489.11plf Length of Beam:k 10 jft=L ("S"for SPF#2) WLL= 273.61 plf Beam Location: M �("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 Ibs=• 2446 Ibs Max Defl(TL)=L(12)/240 in-� 0.5,in t' Support Wall Height:=ft Max Moment=WL'/8ftlbs .6114 ft-Ibs MaxDefl(LL)=L(12)/360m=•_ 0.33in er Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values uanti Depth CD(fb)= 1.15 t Cr(en)= �1. F6=t 33638 psi JOHN A. @1-1na�9.2s ilia CD(N) 1.1s f F = 3278ipsi WALLEN a CF(Fb)= E=1 z,000,000:psi _ Reauired Properties Of Beam Required Posts No 4"7,4 A= 18.5'in,> A(.Q,,)=� 11_19jin' 60% S= 28.5'in'> S(REQQ) 21.8,in' 76% 20's-4 { �ff7� 1= 131.9'ia°> ITL(.00) 110.051 n° 83% or 2x4's=i,M2 AL ILuUQQ) 92_331,in° 70% or2x6's=E1 Beam#8: Location:islider headers FLOOR ABOVE 21712020 Loading Parameters: Beam Tvpe: Loading Conditions: Loading Condition: 7 (from cover sheet) M !("M"for Microlam) - WTL=1y 541,61plf Length of Beam:I 10 �ft=L ("S"for SPF#2) WLL= 296.1 plf i Beam Location:F- E 4("M"for Mate Line) - ("E"for Exterior) Max Shear-WL/2 Ibs= _ 27081bs Max Dell(TL)=L(12)/240in=, 0.5.in Support Wall Height:=ft Max Moment=WLt/8-ft-Ibs=.�,6770�'ft-Ibs Max Defl(LL)=L(12)/360in=r__0.33,in Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adiusted Microlam Desien Values uanti Depth CDOb)=ql 1.15� C,(Fb)=( I Fb 3363.8 psi 1 t 1' @ 1-1/2xr 9.25 iin CD(fv)=f L15 Fv=: 327.8 psi . CF(Fb) 1 E_'.- 2,000,000 psi Reauired Properties Of Beam - Reauired Posts A= 18.5.i❑'> A(.Q„)=r 12_3-9 in, 67% S= 28.5 in'> S(-Q�)= 24.2,in' 85% 2x3's=4 I= 131.9 in > ITu EQ )= 121.86 in 92% or 2x4's=2 ILL(.Qn)_, 99_92in4 76% or2x6's=.1 -- Beam#9: Location Floor Girders _ FLOOR _ Loadine Parameters: Beam Tvoe: Loading Conditions: Loading Condition: -1 :(from cover sheet) i. S ?("M"for Microlam) WTL=!337.51plf Length of Beam:. 10.33 ift=L ("S"for SPF#2) WLL=l 270 plf Beam Location: M ("M"for Mate Line) - ("E"for Exterior) Max Shear=WL/21bs= 1743 Ibs Max DO(TL)=L(12)/240 m= 0.52 in Support Wall Height: 8- .ft Max Moment=WL'/8ft-Ibs= 4502ft-Ibs Max Dell(LL)=L(12)/360 in= 0.34in her Analyzed: SPF#2 Beam PASSES SPF#2 Adjustment Factors Adjusted SPF#2 Designs Values uanti Depth CD fb= 1' Cr(Fb- 1 Fb= 962.5 psi APPROVED s� O- - = \y 2 @ 2._ 10 in CD(fa)= 1 Fv= 135 psi DATE 2/10/20 CF(Fb)= 1.1 E= 1,400,000 psi P�� CORPORATION Reauired Properties Of Beam Reauired Posts A= '37in2> A(ar;Qv).= 19.365iW - 52%�. Bloomsburg PA = 56.1,in 9sr 2x3's='2` .. r S- ... 57,in > S(.Qnn)= - 1= 263.8 in'> ITL(arQQ)= 119.58 in' 45% or 2x4's=1 19212HLC-Beams(3) ILu.Qpp= 143.5 in' 54% or 2x6's=I SERIAL NO: `19212 Beam Calculations -Truss:[ HME18001 Main House Microlam Desien Values SPF#2 Design Values Formulas used in-Calculations Fb= 2925 psi Fb= 875 psi A=(b)(d) AREQD=Max Shear/F,.' IREQD(TL)=An(1.875)(W)(1,3/E Fv= 285 psi R= 135 psi S=(b)(#/6 SREQ'n=12(W)'/8(Fe) lREQ'D(LL)=ALL0 s75)(Wn)(L)'/F E= 2,000,000 psi E= 1,400,000,psi I=(b)(d)'/12 - Beam#7: Location:ISitHnP_Room FLOOR r Loadine Parameters: Beam Tyne: Floor - Loadine Conditions: Loading Conditional 1 1(from cover sheet) M - i("M"for Microlam) WTL=1 337.51plf Lengthof Beam:1` 18.25 lft=L ("S"for SPF#2) WLL= 270plf eam Location:h E M"for Mate Line) JOHN A. .� � ' � ("E"for Exterior) Max Shear=WL/2 Ibs= 3080 lbs Max Defl(TL)=L(12)/240 in=1 0.91'in WALLEN up all Height:�fY Max Moment=WL'/8 ft-Ibs 14051¢ft-Ibs Max Defl(LL)=L(12)/360 in= 0.61=m NO. 4M r Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Desien Values anti , Depth-^� CD(tb)_ Cr(Fb) Fb 3042ypsi 3 1-1/2xr11.25 t1@in CD(rv)= 1 I Fv= 285Ipsi , � 4 AL CF(Fb)=L_ _, E=! 2,000,000 psi " Required Properties Of B9eam Required Posts A= 67.5iin2> Am,D)= 16.215%n' 24% 2/7/2020 S= 126.6,in'> SWQD)= 57.6 to' 45% 2x3's=5 I= 711.9 n4> ITL(REQ'n)= 461.58 j in, 65% or 2x4's=,2 ILL(REQD)= 553.89,in4 78% or2x6's=�2 Beam#8: Location:Mudroom Wall Load ROOF/ATTIC Walk-up Attic:® Loadine Parameters: oe:y {iBeam Tv Loadine Conditions. Loading Condition: 8 1(from cover sheet) } s ycw for Microlam) WTL=l 15001plf _ Length of Beam: 3.5 lft=L ("S"for SPF#2) WLL= 1200 plf Beam Location:I E ICM"for Mate Line) ("E"for Exterior) Max Shear=WL/2 Ibs= 2625 Ibs Max Defl(TL)=L(12)/180 in= 0.23 in Support Wall Height:EE]ft Max Moment=WL2/8 ft-lbs= 2297;ft-Ibs Max Defl(LL)=L(12)/240 in= 0.18 in Member Analyzed: SPF#2 Beam PASSES SPF 02 Adjustment Factors Adjusted SPF 02 Desiens Values Ouantity Denth CD(tb)=� 1.15 1 Cr(Fb) _ 1 Fb=' 1106.9,psi 2 @2.F 10 �,m CD(A)='€ 1.15 Fv=,. 155.3'psi Y` CF(Fb)_' 1.1 E_'- 1,400,000 psi Required Properties Of Beam Required Posts !i A= 27.8 in'> A(RR(XD)= 25_35 in' 91 S= 42.8 in'> S(.1D)= 24.9 in' 58% 2x3's=,4 I= 197.9 in > ITt.(ae=_ ". 15_53 in 8% or 2x4's=,2 ILUUQD)= 16_54 in 8% or2x6's=1 PFS/. APPROVED DATE 2/10/20 PFS CORPORATION Bloomsburg, PA. 19212HLC-Beams(4) SERIAL NO: 119212 Pin Rafter Beam&Header Calculation Y Microlam Design Values SPIT#2 Design Values Formulas used in Calculations Fb= 2925 psi Fb= 875 psi A=(b)(d) AReQ D=[3/2]Max Shear/F,.' IREQ'D(TL)=OTL(1.875)(WTL)(L)3/E R-= 285 psi Fv= 135 psi S=(b)(d)/6 SREQT) 2(W)2/8(Fe) IREQ'D(LI-)=A.r(L875)(WTr)(L)3/E E= 2,000,000 psi E= 1,400,000 psi I=(b)(d)3/12 Header#1: Location:`Cross Beam a,a,Sittine Room Formulas used in Header Calculations S=(b)(d)'/6 SRFQD=12PL2/4(Fti) I=(b)(d)3/12 IREQ.D(TL)=l080PL-/E Header Type: Length of Header:=11 EM ]("M"for Microlam) CD(N)= 1 Member Analyzed: Mircolam Beam ("S"for SPF#2) CD(m)=i 1 Cr(Fb) L04 —Ouantity Depth CF(Fb)=F_.1._ 41 @ 1-1/2x{r 9.25 Iin Properties Of Header Reauired Properties Of Header Adjusted Microlam Design Values A= 55.51 A(DQD)= 9.981in2 PASSES F4=li 285,psi F6= 2925',psi S= 85.61m3> S(REQD)= 38.9jm3 PASSES E_ 2,0000000fpsi I= 395.7i'in°> ITU.Q.p)= 262.86,in' PASSES �' Max Moment @ P=Pab/L ft-Ibs=' 9476.921ft-Ibs a(ft)=�5 J b(ft)=8 Max Allowable Defl=L(12)/360 in 0.4311 in x P= 3080116s Deflection @ P= 0.28in Beam: ) Max Deflection @ x=� 0.29'in PASSES Ri= 1895.385 lbs. R,= 1184.61538 where xis:,_ 5.92ft to the right of Rl Ibs Required Bearing:L_2.8,in Note:Bearing Area Requirements established using SPF.#3(Fe=425psi) Required Posts for Header(a,: R1= 1895.385 lbs. Compression Bearing Use: 2x3 s=r3 > 1 } l_ or 2x4 s=r 1 = 1 or 2x6's "1 JOHN A. WALLEN • NO.4&5� AfQls Al 2/7/2020 The Engineer Seal on these drawings is applicable to he modular portion of the building built in the factory, and is not to be taken as Record Design Professional for the project. Items noted 8/0, by B/P, by others, by Builder, on site, etc. are to be deigned by a registered professional on site, and are not designed in this approval. 19212HLC-Header-Point Load(2) Project:WMH-19212 Paul R.Walter,Architect, PLLC page 10655 East Pear Tree Drive Location:Second Floor Deck Joists ? s Cornville,AZ 86325 Floor Joist of [2015 International Building Code(2015 NDS)] 1.5INx5.5INx6.0FT-@ 16O.C. #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.6 1/31/2020 2:03:55 PM Section Adequate By: 174.8% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN U2401 Dead Load 0.01 in Total Load 0.04 IN U1921 Live Load Deflection Criteria: U360 Total Load Deflection Criteria:L/240 REACTIONS A_ B Live Load 160 lb 160 lb Dead Load 40 lb 40 lb Total Load 200 lb 200 lb Bearing Length 0.31 in 0.31 in SUPPORT LOADS A_ B Live Load 120 plf 120 plf --- -. - Dead Load 30 plf 30 plf A= s e Total Load 150 plf 150 plf MATERIAL PROPERTIES #2-Spruce-Pine-Fir JOIST DATA Center Base Values Adjusted Span Length 6 ft Bending Stress: Fb= 875 psi Fb'= 1308 psi Unbraced Length-Top 0 ft Cd=1.00 CF=1.30 Cr-1.15 Unbraced Length-Bottom 0 ft Shear Stress: Fv= 135 psi Fv'= 135 psi Floor sheathing applied to top of joists-top of joists fully braced. Cd=1.00 Floor Duration Factor 1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-L to Grain: Fc-1= 425 psi Fc--L'= 425 psi JOIST LOADING Uniform Floor Loading Center Controlling Moment: 300 ft-lb Live Load LL= 40 psf 3.0 Ft from left support of span 2(Center Span) Dead Load DL= 10 psf Created by combining all dead loads and live loads on span(s)2 Total Load TL= 50 psf Controlling Shear: 172 lb TL Adj. For Joist Spacing wT= 66.7 plf At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 2.75 in3 7.56 in3 +��`�N Y4 Area(Shear): 1.91 in2 8.25 in2 Moment of Inertia(deflection): 5.55 in4 37.04 in4 JOHN A. Moment: 300 ft-lb 824 ft-lb WALLEN to Shear: 172lb 743lb NO. 40 Decking Information Plywood Thickness: T= 3/4 in #1 13 Plywood Is Glued: Moment of Inertia Calculations For Glued Floor: AL Joist Area: A-joist= 8.25IN2 Plywood Area: A-ply= 2.08 IN2 Section Centroid: C= 3 IN ABOVE BASE 21712020 Moment of Inertia(deflection): I-comb= 37 IN4 The Engineer Seal on these drawings Is applicable to the modular portion of the building built in the factory, and is not to be taken as record Design Professional for the project. Items noted B/0, by APPROVED B/P, by others, by Builder, on site, etc. are to be 2/10/20 designed by a registered professional on site, and DATE re not designed in this approval. PFS CORPORATION -- Bloomsburg, PA Project:WMH-19212 - Paul R.Walter,Architect, PLLC Pace . 10955 East Pear Tree Drive Location: Second Floor Gable End Bands under Roof Beam '�` • Cornville,AZ 86325 Multi-Loaded Multi-Span Beam or [2015 International Building Code(2015 NDS)] (2)1.5 IN x 9.25 IN x 13.5 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.6 1/311/2020 2:03:56 PM Section Adequate By:2.0% Controlling Factor:Moment CAUTIONS Laminations are to,be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load :0.28 IN U575 Dead Load 0.12 in Total Load 0.40 IN U405 Live Load Deflection Criteria:U360. Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 744 lb 623 lb 1 Dead Load 318 lb 253 lb Total Load 1062 lb 876 lb Bearing Length 0.83 in 0.69 in 13EAM DATA Center Span Length 13.5 ft Unbraced Length-Top 0 ft 13.5ft Unbraced Length-Bottom 0 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 82 plf #2-Spruce-Pine-Fir Uniform Dead Load 27 plf Base Values Ad'us ed Beam Self Weight 5 plf Bending Stress: Fb= 875 psi Fb'= 963 psi Total Uniform Load 114 plf Cd=1.00 CF=1.10 POINT LOADS CENTER SPAN Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number One Cd=1.00 Live Load 260 lb Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 138 lb Comp.-L to Grain: Fc--L= 425 psi Fc--L'= 425 psi Location 3.6 ft Controlling Moment: 3364 ft-lb 5.81 Ft from left support of span 2(Center Span) N rod Created by combining all dead loads and live loads on span(s)2 +�• �I Controlling Shear: 985 lb At a distance d from left support of span 2(Center Span) JOHN A. Created by combining all dead loads and live loads on span(s)2 WALLEN r Comparisons with required sections: Redd Provided No, 4&5 Section Modulus: 41.94 in3 42.78 in3 Area(Shear): 10.94 in2 27.75 in2 �EQf Moment of Inertia(deflection): 123.8 in4 197.86 in4 Moment: 3364 ft-lb 3431 ft-lb AL Shear: 985 lb 2498lb 2/7/2020 The Engineer Seal on those drawings is applicable to he modular portion of the building built in the factory, and is not to be taken as Record Design Professional for the project. Items noted B/0, by B/P, by others, by Builder, on site, etc. are to be APPROVED designed 'by a reoistered professional on site, and 2/10/20 are riot designed in this approval. DATE - - PFS CORPORATION Bloomsburg, PA Job Tn s -- Truss Type aty Ply West Chester 212 92718 MME18001 HINGE MONO 1 1 7 HS 13'7 Desi nerSM PA 43419 Universal Forest Products Inc.,Grand Rapids,MI 49525,Steve Minahan 8.130 a Dec 12 2017 MiTek Industries,Inc. Fri Jul 20 10:59:04 2018 Page 1 of 1 Copyright@2018 Universal Forest Products,Inc.All Rights Reserved 1-8-11 11-8-5 r��' 0-2-0 0'1 5 R 4 10 7.00 12 0 3x4�� -1 APPROVE 3 C? DATE 2/10/20 PFS CORPORATIO 2 SMH18D Bloomsburg, PA: 0 1 1 0 cal �T W1 SMH18E r 0 3x5= 9 2x6 11 3x5 = 8 11 7 1-8-11 1 6-9-13 4-10-8 13-5-0 Plate Offsets X Y-- 2:0-1-12 0-0-8 7:0-0-0 0-1-0 8:0-5-0 0-1-11 9:04-8 0-1-0 SPACING:2-0-0 SPACING-:14-0 SPACING-:1-0-0 SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.32 8-9 >497 240 MT20 1971144 (Ground Snow=5 (Ground Snow=8 (Ground Snow--I10 TCLL 38.1 TOLL 57.2 TOLL 760) Lumber DOL 1.15 BC 0.95 Vert(CT) -0.68 8-9 >235 180 MT181S 197/144 Rep Stress Incr YES WB 0.80 Horz(CT) 0.01 7 n/a n/a TCLL 100.0.0 TCLL 15.0.0 TCLL 20.0 BCLL 0.0* BCLL 0.0 BCLL 0.0 Code IBC2015/TPI2014 Matrix-R Weight:64 Ito" = BCDL 10.0 BCDL 15.0 BCDL 20.0 FT O% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2`Except` TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins. [P) T3:2x4 SPF.No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing._ _ BOT CHORD 2x6 SPF No.2 - WEBS 1 Row at midpt 4-7 WEBS 2x4 SPF Stud"Except* W4.2x4 SPF No.2 REACTIONS. (lb/size) 1=874/0-3-8,7=678/0-3-8,6=0/Mechanical Max Horz 1=444(LC 9),6=-246(LC 14) Max Uplfftl=-327(LC 9),7=-508(LC 9) Max Grav1=961(LC 14),7=811(LC 14) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD- 1-2=-1702I504,2-3=-9381165,3-10=-856/121,4-10=-564/134,4-5=-473/131,5-6=-290I143 BOT CHORD 1-9=-845/1054,8-9=-845/1054,8-11=-279/373,7-11=-279/373 WEBS 2-9=0/682,4-7=-740/554,2-8=-777/576 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(Ib)/Maximum Shear(lb)/Maximum Moment(lb-in) 4=740/554/0/0,5=373/137/143/0 NOTES- E-signed by Kevin Freeman 1)Wind:ASCE 7-10;Vul1=140mph(3-second gust)Vasd=111mph @24in o.c.;TCDL=3.Opsf;BCDL=3.Opsf;(Alt.-171mph @16in o.c.;TCDL=4.5psf; BCDL=4.5psD;(Alt.180mph @12in o.c.;TCDL=6.Opsf;BCDL=6.Opsf);h=30ft;Cat.II;:Exp D,enclosed,MWFRS(envelope)gable end zone and(-C Extenor(2)zone;C-C for members and farces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 NE IV TCLL:ASCE 7-10;Pg=55.0 psf(ground snow);Ps=38.1 psf(roof snow),Category ll;Exp D,partially Exp.;Ct=1.1 OF I y 3)Roof design snow load has been reduced to account for slope. . 4)Unbalanced snow loads have been considered for this design. W'. FRF 0 5)All plates are MT20 plates unless otherwise indicated. CJ 6)See HINGE PLATE DETAILS for plate placement.. 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 8)All additional member connections shall be provided by others for forces as indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r: 10)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit cr between the bottom chord and any other members,with BCDL=10.0psf. 11)Provide mechanical connection(by others)of truss to bearing plate capable:of withstanding 327 Ito uplift at joint 1 and 508-lb uplift at joint 7. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. e 13)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put.into service. O>8663:N 14)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary supports.All field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. n The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this Aq�FESSIONP document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination 7/20/2018 on whether a truss design is acceptable under the locally adopted building code rest with the building official ordesignated appointee. . ® WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS',MI_ - - - 49525 - This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TP11.This design is based only upon parameters shown,and is for - an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilityof the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available .from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\support\MitekSupp\templates\ufp.tpe UNIVERSAL FOREST PRODUCTS, INC. Job Truss Customer MFG 92718 HME18001 WEST CHESTER 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ,.♦♦0 OF•CONN�c�;����, OF,4 � ' N OF jq of NE1N yq� �N• AF .i ., . '� .�• w ' . sky: 9� i KEUIN'W KEVIN W. •Y Z g FR MAN r^ KEV N V11. m *: '�`- -MAN * '� F MA Cn �. tv` N" No: S C�♦,. /CENSER•• S G� S�ONA4EC� �'�4�ONA1-��♦♦♦ SS+ �� ♦�` S�QNAL.EN ONAL- ♦� � pclWEyy _ ��w►uu�nuq� NO A( '^ KEVIN W. FREEMAN ♦SA OF V",*,k� 0 REGISTERED yO .:..4 ��♦ � 'W. FRS Q P:' V ROFESSIONAL °� `C F92r► KEVIN R MAN No. 7-445 :*�'Y N 8024 z• �•�� rJ. . I TERED C_zs►.�NS Y 0 �,� p -_ ESSIONAL ENGINEER ''�.SS/ONA1- d-.r CIVI n� n iiu L un. APPROVED DATE 2/10/20 PFS CORPORATION Bloomsburg, PA Corporate Engineering 2801 East Beltline,NE Grand Rapids, MI 49525-9736(616) 364-6161 Fax (616) 365-0060 ufnl.com Affidavit of Substantial Financial Interest I, iV� C (O- Of on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map , Parcel D 4,1 The address of the property is 1 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in = ��~ the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is -1g,doa0 , I have had a 1% or greater legal or equitable interest in the following properties which have been n the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted, building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, 1. have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, 1.have submitted -4 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this _day of , 200_. 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT 1 Z . 0 J g o in s .730 v T?N car, C o N ca C. m X o j 3rC d G V�W O ca W�ca 10 ECO Ij�EI I �v�`Qa•Qo' CC CC 7. Z 0w CO MLU g d��� da ZZ ZOM Ay o% c � �= g� Z� . N p!?��Il l\ Z Q ZFF--M O.o O O N Q Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards ConskIpAAbo isor • .g CS-104213 �' ti Ni,pires:06/18/2021 JOHN R MCOBOLA;;IV 1. 92 STANHOP§1 ROAD '- EAST FALMOUTH NSA 0 6 19 1 I Q/Stiil:ic '. wil Commissioner F G Copy G rn ' Effective Date: January 24th, 2020 WeAern Surety.Compan y LICENSE AND PERMIT BOND G KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 6 4 949825 G Thatwe, JOHN MCNABOLA DBA MCNABOLA HOMES BUILDING & REMODELING n r of EAST FALMOUTH , State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety,are held and firmly bound unto the Town of Barnstable , State of Massachusetts ; as Obligee, in the penal sum of Six Hundred and 00/100 DOLLARS ($600.00 ), lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Highway Permit by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto,' pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until January 24th 2021 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to'the Surety, and at the expiration of thi VtXW'J�@ lays from the mailing of said notice, this bond shall ipso facto terminate and the Surety sha4 pi . �° lieved from any liability for any acts or omissions of the Principal subsequent to said dz. e °=,c amhe number of years this bond shall continue in force, the number of claims made ail 's is bo a the number of premiums which shall be payable or paid;the Surety's total limit of l try shall not nulative from year to year or period to period, and in no event shall the Surety's total 1i� iy oihA exceed the amount set forth above. Any revision of the bond amount shall not be cu� iye. ' rot r. r Date is 24th day of January 2020 u r A W MCNABOLA HOMES BUILDING & RE ODELING W i Principal r lu r r Principal F A r WESTE SURET COMPANY By Paul T. Br at,Vice President Lro Form 532-11-2019 Copy ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 24th day of January 2020 before me,the undersigned officer, personally appeared Paul T. Bruf lat ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. 44�.�a��eyyahh�,g�eyy�oa�.hyy�o�e t s L. Bauder p s SEAL NOTARY PUBLIC SE^ALL p SOUTH DAKOTA 8 Notary Public—South Dakota +�e4yhhyhhh�Oyyyhhyhghhyyh+ My Commission Expires January 29, 2022 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF On this day of, before me personally appeared known to me to be the individual_ described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of ,before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public (CS Ei O W U z4.2 a 0CD � o -d QLn a z Cd > W U a o o a � �. w 4-� w 0 Copy Western Surety POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make, constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota , its regularly elected Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Highway Permit Town of Barnstable bond with bond number 64949825 for JOHN MCNABOLA DBA MCNABOLA HOMES BUILDING & REMODELING as Principal in the penalty amount not to exceed: $ 600.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company b the President, Secretary, any Assistant Secretary,Treasurer, or any Vice President, or by such other officers as the P Y Y Board of Directors may authorize. The President, an Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint o y Y Attorneys-in-Fact or agents who shall have authority to issue bonds, policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 24th day of January 2020 ATTEST WEST N URET COMPANY By L.Nelson,Assistant Secretary Paul T ruflat,Vice President Ay��g�3t�t66�&dd� MA t STATE OF SOUTH DAKOTAfV COUNTY OF MINNEHAHA ss �� . .. ��,» On this 24th day of January 2020 before me,a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. + s J. MOHR p s S AEAE L NOTARY PUBLIC 9^EAL p s SOUTH DAKOTA a Notary Public +ayyyay4�ti,ytiya�yahyayyy+ My Commission Expires June 23, 2021 To validate bond authenticity,go to www.cnasurety.com >Owner/Obligee Services>Validate Bond Coverage. �s Form F1975-1-2016 ��� T • • ODl Western Surety Company RIDER It is hereby mutually agreed and understood by and between the principal and Western Surety Company, that instead of as originally written: The description has been changed to read: Highway Permit Town of Barnstable Job location: 164 Annable Point Road, Centerville, MA 02632 No further changes other than above. Nothing herein contained shall be held to vary, alter, waive or extend any of the terms, limits or conditions of the Bond , except as hereinabove set forth. ���$4q1?dL;9?9d6etd���8� b~ Ni a b %-ps effective on the 24th day of January 2020 at o'clock a.m., standard time. a Amin g p art of Bond No 64949825_ dr � sue .........., y 13 WESTERN SURETY COMPANY of Sioux Falls South Dakota iss"eQ to John Mcnabola dba Mcnabola Homes Building & Remodeling Signed this 24th day of January 2020 W E SURETY COMPANY By Paul T. Bruflat, ice President Form F5147-11-2019 > Western Surety POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make, constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: Highway Permit Town of Barnstable Job location: 164 Annable Point Road, Centerville, One MA 02632 bond with bond number 64949823 for John Mcnabola dba Mcnabola Homes Building & Remodeling as Principal in the penalty amount not to exceed: $ 600.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds, policies,or undertakings in the name of the Company. The corporate seal.is not necessary for the validity of any bonds, policies,undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this . 24th day of January 2020 ATTEST WESTE N./ URET COMPANY By L.Nelson,Assistant Secretary Paul TfBruflat,Vice President IRE I- " t R14 °. may STATE OF SOUTH DAKOTA `. ` ss :. COUNTY OF MINNEHAHA ......4 ��: On this 24th day of January 2020 before me, a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn, acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. }b�b4g4hhyhhha,�,hQe�e�ea'e rvavw4 t 8 J. MOHR p SabS AES AE L NOTARY PUBLIC iE;A SOUTH DAKOTA�p ( Notary Public }yyyyyh4yy4hyyyyyyyyyyyy} My Commission Expires June 23, 2021 ry To validate bond authenticity,go to www.cnasurety.com >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 *yam �0 ESTCHESTER ODUW HOMES.INC. A � E:htPLOY'EE OW..NED COMP'ANY.' . February 13,2020 To Whom It May.( oncern: ` that:Rich Hott of Set Connectors Inc. located at 36 Holman,Lane,'Norw This letter is to notify.:youay, Matne, will 66-the authorized and certified set crew for home order 19-212 to:-be delivered to`McNabola Home`,Building:&Remodeling for customer Fisher. The site is located at 164 Annable Point Road, Centerville,MA 02632: The Westchester Modular Homes Certification number for Set Connectors is#2015=3. Rich Hott, principal,is authorized to set homes for Westchester Modular:Homes.Inc. in the state of Massachusetts. If you have any questions please feel free to contract us at any time. Sincerely, John R."Colucci -.VP Sales&Marketing Cc: Salesman 30 Reagans:Miff Road•Wingdale,NY 12594-,(M5j'832 94:b•Mm 832-3888.Fax(846)832-66% www:westchester-modular.corn Q infoGwestchester-modular.com _......- Centerville-Ostery lle-Marstous 1VIi is Water Department P.O.BOX 369-1118 MAIN STREET OSTERVILLE,MASSAC.00TTS 02655: ate. �s J -am www:commwaterxom OI:FICE OF WATERBOARD OF WATER COMNf1SSIONERS WATER SUPERINTENDENT DE- . ° TEL.No.508428-6691 ASTONS' FAX:No.508-428-3508 December 18, 2019 t Town of Barnstable. Building Division t Via Fax=508-790-6230 RE: 164 Annable Point Rd To Whom It May Concern: This letter is to inform you that.currently COMM Water Dept. had a water service. at the.above mentioned address that has been disconnected for the purpose of demolition as of December 17, 2019. If you have any questions regarding this do not hesitate to contact our office Monday through Friday, 8:OOAM until 4:30PM. Thank you. Sincerely, Glenn Snell, Asst. Superintendent Centerville-OsterVille-Marstons Mills Water Department GES/bf 247 Station brive Westwood,Massachusetts 02090 ENERGY December 18, 2019 Thomas G Fisher 10 Oak-Ledge Dr Braintree, MA 02184 RE: WO#2374066--164 Annable Point Rd, Centerville, MA 02632 Dear Thomas G Fisher: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 12/18/19, the electric service to 164 Annable Point Rd, Centerville, MA 02632, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. i . 6 rely, Wanda Pimen 1 Electric Services Support Center o national December 30, 2019 Thomas G. Fisher 10 Oak Ledge Dr. Braintree, MA 02184 RE: 164 Annable Point Road Centerville MA This letter is to confirm that there is no live gas service to the above property. I can be reached directly at 508-760-7439 should there be any further questions. Sincerely, Ellen Whelan Gas Connections Rep National Grid 127 Whites Path S. Yarmouth, MA 02664 (T) 508-760-7439 QNX The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invesfigations 600 Washington Street Boston,MA 02111 wwM.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please.Print Legibly 1 1 Name(Business/Organization/Individual):W\C DS(��r°�/�, %A CA 4�C' lk11.1�� AI l� Address• City/State/Zip: dS Phone#: 0 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with- 4. I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees 'These sub-contractors have g. Demolition workingfor mein an aci employees and have.workers' Y capacity. t . 9. Building addition [No workers'comp.insurance comp.insurance: - required,] S. p We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I L❑Plumbing repairs or additions. myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurancerequired-]t c. 152,§1(4),and we have no employees.[No workers' 13. Oth comp.insurance required,] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating theq are doing all work and then hue outside contractors must submit anew affidavit indicating such. tcontractots that check this box.must attached an additional sheet showing the name of the sub-Contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. . r I am an employer that is providing workers'compensation insurance for my employees Below is thepolicy and job site information. - Insurance Company Name: �\C t\ CC— C Policy#or Self-ins.Lie.#: CZZO O 16M V1 fo Expiration Date: Job Site Address: City/State/Zip:Qr\v, Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to.the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a.fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certi u er th pains and p of perjury that the information provided above is true and correct: r / Si Date: -' 1 store: Phone Oj, wkd use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency'shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if •necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or towiu)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: . The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www:maw.gov/dia ACOO oR ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 16. � 1/21/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTNAME: Karen Bernier Eastern Insurance Group LLC PHONE Ext. 800-333-7234 X59559 ac No:781-586-7704 233 West Central St E-MAIL ADDRESS:kbernier@easterninsurance.com INSURERS AFFORDING COVERAGE NAIC# Natick MA 01760 INSURERAMerchants Preferred Insurance INSURED INSURER B Merchants Insurance Group 23329 Rons Excavating Inc INSURER C: 81 Echo Road Unit #1 INSURERD: INSURER E: Mashpee MA 02649 INSURER F COVERAGES CERTIFICATE NUMBER:2019 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY) (MM/DD/YYYYl LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A DAMAGE TO RENTED 100,000 CLAIMS-MADE 1z OCCUR PREMISES Ea occurrence $ CMP9148246 5/1/2019 5/1/2020 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY 1-1PEC LOC PRODUCTS-COMP/OP AGG $ 2,000,000 I OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ B ANY AUTO BODILY INJURY(Per person) $ 1,000,000 ALL AUTOS AUTOS SCHEDrx AUTOSULED MCA7013915 8/16/2019 8/16/2020 BODILYINJURY(Peraccident) $ 1,000,000 X HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ 1,000,000 AUTOS Per accident MEDICAL PAYMENTS $ 5,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 B EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DED I X I RETENTION$ 10,000 CUP9147746 5/1/2019 5/1/2020 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N X I STATUTE I X I ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A B (Mandatory in NH) WCA9094537 5/1/2019 5/1/2020 E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION mcnabolahomes@gmail.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MCNabola Homes and Building Remodeling THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 92 Stanhope Rd ACCORDANCE WITH THE POLICY PROVISIONS. Falmouth, MA 02536 AUTHORIZED REPRESENTATIVE John Koegel/KBERNI ��— ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INSn25 rpmdnn Client#: 765062 2FBOEN ACOR0. CERTIFICATE OF LIABILITY INSURANCE DATE(MWDDNYYY) 02/12/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: The Hilb Group of N.E.dba PHEo FAX El): 775-1620 A/C,No5087781218 Dowling&O'Neil Insurance Agy E-MAILMI P.O. Box 1990 ADDRESS: Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:NGM Insurance Company 14788 INSURED INSURER B:Associated Employers Insurance Company 11104 FBO Enterprises, Inc. INSURER C 19 Molly Rd. INSURER D: West Yarmouth,MA 02673 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE NSR WVD POLICY NUMBER ADDLISUBR MM/L D/YYYY MWDDNYYV LIMITS A X COMMERCIAL GENERAL LIABILITY MPP1937D 7/28/2019 07/28/2020 EACH OCCURRENCE $1 000 000 CLAIMS-MADE �X OCCUR PREMISES Ea occur°nce $500,000 MED EXP(Any one person) $10 000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 RO- I JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 POLICY[X OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WCC50050176812019A 8/02/2019 08/02/202 X PER OTH- AND EMPLOYERS'LIABILITY T UTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 OOO OFFICER/MEMBEREXCLUDED? N] N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 FI I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION McNabola Homes Building d SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g an THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Remodeling ACCORDANCE WITH THE POLICY PROVISIONS. 92 Stanhope Rd East Falmouth,MA 02536 AUTHORIZED REPRESENTATIVE 1-7 4 ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S253857/M253856 RPCH1 f _ CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/2020YY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME; Ruchi Chakraborty EASTERN INSURANCE GROUP LLC arc°NNo Ext: (508)620-9526 ac No: E-MAIL ADDRESS: rchakraborty@easterninsurance.com 233 WEST CENTRAL ST INSURER(S)AFFORDING COVERAGE NAIC# NATICK MA 01760 INSURER A: AIM MUTUAL INS CO 33758 INSURED INSURER B: TODD WILLIS PLASTERING INC INSURERC: INSURER D: 39 BAY FARM ROAD INSURER E: PLYMOUTH MA 02360 INSURER F: COVERAGES CERTIFICATE NUMBER: 505302 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICYNUMBER MM/DD/YYYY MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- ❑LOC PRODUCTS-COMP/OP AGG $ PRO 1-1 JECT- OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS (N/A BODILY INJURY Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION /� STER ATUTE ORH AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBER EXCLUDED? N/A WA N/A AWC40070373482019A 09/27/2019 09/27/2020 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN John Mcnabola homes ACCORDANCE WITH THE POLICY PROVISIONS. 164 annabel point rd AUTHORIZrED REPRESENTATIVE Centerville MA 02632 �"'� C 9- Daniel M.Cr o u ey,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ACUR[3' CERTIFICATE FICA DATE(MMIDO,YYYY) TE OF LIABILITY INSURANCE 02/11/20 CONFERS NO RIGHTS UPON THE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CERTIFICATE HOLDER.THIS . CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED:BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE ACONTRACT BETWEEN THE ISSUING INSORER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED'prayisions or be endorsed. ' If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,-certain policies may require an.endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: JIM HINDMAN Schlegel$Schlegel Ins Broker PHONE 34 Main Street c N E . 508-771-8381 ac No): 508-771-0663 West Yarmouth,MA 0.2673 ADDRESS; SCHLEGELINSURANCE@GMAIL.COM INSURER(S)AFFORDING COVERAGE NAIC If INSURED INSURER A: NGM INSURANCE,COMPANY 14788 INSURER B: NGM INSURANCE.COMPANY 14788 FRENCY DECARVALHO INsuRERc: FC PAINTING 1067 PITCHERS WAY INSURER D HYANNIS,MA 02601 INSURER E:: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE,FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT'TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BYINSR ,PAID CLAIMS. UBR LTR TYPE OF INSURANCE IN SD POLICY NUMBER MM/DD F MM/LDD . P LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE a OCCUR PREMISES Ea occurrence $ 500,000 MED EXP(Any one lrson $ 10,000 A MPT7547E 05/30/19 05/30/10 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 - POLICY E T LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident _ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ OEO I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y i N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 B OFFICER/MEMBER EXCLUDED? Y❑ NIA WCT7547E 12/31/19 12/31/20 (Mandatory b NH) E.L.DISEASE-EA EMPLOYE $. 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 10i,Additional Remarks Schedule,may be attached If more space Is required) FRENCY DECARVALHO HAS ELECTED NOT TO BE COVERED UNDER HIS CURRENT WORKERS COMPENSATION POLICY MCNABOLANOMES@GMAIL.COM CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN MC NABOLA HOMES ACCORDANCE WITH THE POLICY PROVISIONS. 56 SPOONDRIFT WAY FALMOUTH, AUTHORIZED REPRESEN 0 1 8-20 5ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of At6RD �•, Policy Number: Date Entered: 1/17/2020 ACOR[>® CERTIFICATE OF LIABILITY INSURANCE 7DATE1,MM1DD1YYYY) 1/1 /2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS ' CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY.THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy; certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - - - CONTACT - - - PASSARO, LEVERONE 6 BUCKLEY INS AGCY INC NAME` 239 ROUTE 28 PHCN; (508)398-2223 Fn/c No_(508)398-2224 E-MAIL P.O. BOX 160 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# DENNISPORT, MA 02639 JOHN RIVER INSURANCE COMPANY INSURER A: INSURED DBA MCNABOLA HOME BUILDING & REMODELING INSURER B: JOHN MCNABOLA INSURER C: 92 STANHOPE ROAD -INSURERD: EAST FALMOUTH, MA 02536 INSURERE: INSURER F i COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF Y EXP LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM DDIYYYY MM DID/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE IxPREMISES_ OCCUR 00099176-0 /17/2020 /17/2021 DAMAGETORENTED�Eaccunence $ �10O 000 a _ MED EXP(Any one person) $5,000 PERSONAL 8 ADV INJURY $1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 RO- POLICY❑JECT ❑LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY CO Ea aaMBINED SINGLE LIMIT ident) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE S AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- STATUTE ER AND EMPLOYERS'LIABILITY YIN i ANY PROPRIETOR/PARTNER/EXECUTIVE " N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? —--- —--- (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached it more space is required) CERTIFICATE HOLDER CANCELLATION TOWN',OF BARNSTABLE 367 MAIN STREET SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS, MA 02601 AUTHORIZED REPRES ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Plus software.www.FormsBoss.com;Impressive Publishing,LLC 800-208-1977 Policy Number: BMA0023M Date Entered: 12/31/2019 ACORf> CERTIFICATE OF LIABILITY INSURANCE DATE(MM/ODIYYYY) 111- 12/31/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT PASSARO, LEVERONE & BUCKLEY INS AGCY INC NAME: 239 ROUTE 28 PHONE (508)398-2223 FAX 'No1' (508)398-2224. E-MAIL P.O. BOX 160 ADDRESS: INSURER(S)AFFORDING COVERAGE _ NAM p DENNISPORT, MA 02639 _ WSURER ASAFETY INSURANCE COMPANY _ INSURED P & S CONCRETE --- - --- —'—'----- INSURER B PATRICK K ORCUTT INSURER C: ^~ 94 WEST WAY INSURER D MASHPEE, MA 02649 INSURERE: INSURER F: A COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS: INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE WVD POLICY NUMBER IMMIDDIYYYYI tMMIDDIYYYYILIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ®OCCUR BMA0023217 /24/2019 /24/2020 DAMAGET EN 1OO OOO PREMISES(Ea occurrence $_,_ MED EXP(Any one person) S10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 P PRO- — — ECT LOC POLICY J PRODUCTS-COMPIOP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident) _____�_ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED -- -- AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $_ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION pER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER _ ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED?. N/A —_ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ M yes,describe under —_ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ — DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CONCRETE CONSTRUCTION CERTIFICATE HOLDER CANCELLATION MCNABOLA HOMES BUILDING AND REMODELING 92 STANHOPE RD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE EAST FALMOUTH, MA 02536 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Plus software.www.FormsBoss.com;Impressive Publishing,LLC 800-208-1977 Policy Number: Date Entered 1/17/2020 DATE O® CERTIFICATE OF LIABILITY INSURANCE 1/1/17/20217/202 YY' AC 0 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements). CON PRODUCER - - - TA CT - PASSARO, LEVERONE & BUCKLEY INS AGCY INC NAME' ` (FAX-2223 o (508)398-2224 ee 239 ROUTE 28 E-MAIL . ADDRESS: P.O. BOX 160 INSURERS AFFORDING COVERAGE NAIC# DENNISPORT, MA 02639 INSURER A:JOHN RIVER INSURANCE COMPANY INSURED DBA MCNABOLA HOME BUILDING & REMODELING INSURER B JOHN MCNABOLA INSURER C: 92 STANHOPE ROAD INSURER D: EAST FALMOUTH, MA 02536 IN SURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR - ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER " MMIDD/YYYY MMIDD/YYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 t��X� DAMAGE TO RENTED CLAIMS-MADE Lx OCCUR 00099176-0 /17/2020 /17/2021 ,PREMISES Ea occurrence $100,000 MED EXP(Any one person) $5,000 PERSONAL BADVINJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY u jE a LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident _ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N I STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ K yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE 367 MAIN STREET SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS, MA 02601 AUTHORIZED REPRES �i ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Plus software.www.FormsBoss.com;Impressive Publishing,LLC 800-208-1977 Application Number.. ......................................... Section 9- Construction Supervisor Name--,0�& �'l0. O1 _Telephone Number Address q'--)-. 5��c� 9°�� City t—CL, State Zip na License NumberGS it7'-P1:> License Type vNQ expiration Date (�3- 4 Contractors Email N1��[a�u�i�. I�t �7 ® kl Cd Cell# `�0� 2 , I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required bV 780 CMR and the Tpwn of Barnstable.Attach a copy of your license. k Signature Date �D- �S— Section 1.0'—Home Improvement Contractor Name ��t� )gCA'rj� r�l 1� Telephone Number -a-� �1 Sb . 9 II 4 Addres City l M ou\ �� State ` �' x Zip p;�- Registration Number 13';Ia �j Expiration Dated n I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts--State Building Code. I understand the construction inspection procedures,specific inspections and documentation required 80 MR and the wn o arnstable.Attach a copy of your H.I.C... Signature f Date Section 11 —Home Owners License Exemption Y Y is Dome Owners Name: '# Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signatur&e � Date -' �')Lao Print ��p��4- Telephone Number E-mail ermit to: &f AkA ��W\ z p _ is �r� Last updated: 11/15/2018 Section 12 —Department Sign-Offs Al Health Department R Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval, Section 13— Owner's Authorization i S �S � �� ri , as Owner of the subject property hereby authorize L"� ,1�e. cs, 1^c�-e, to act on my behalf, in all matters relative to work authorized by this building'permit application for: C (Address of j ob) Signature of Owner date Print Name S i Last updated: 11/15/2018 REScheck Software Version 4.6.5 ■. ■ 10HN A. �. Compliance Certificate WA«EN NO.Ira5� Project At Energy Code: 2015 IECC Location: Centerville (Barnstable), 21712020 Construction Type: Single-family Project Type: New Construction The Engineer Seal on these drawings is applicable-to Conditioned Floor Area: 2,673 ft2 the modular portion of the building built in the Glazing Area 20% factory, and is not to be taken as Record Design Climate Zone: 5. (6137 HDD) Professional for the project. Items noted 13/0, by Permit Date: B/P, by others, by Builder, on site, etc. are to be designed by a registered professional on site, and Permit Number: re not designed in this approval. Construction Site: Owner/Agent: Designer/Contractor: 164 ANNABLE POINT ROAD TOM FISHER VINCENT L. GIORGIO CENTERVILLE, MA 02632 McNABOLA HOMES, BUILDING AND WESTCHESTER MODULAR HOMES REMODELING LLC 30 REAGANS MILL ROAD 92 STANHOPE ROAD WINGDALE, NY 12594 FALMOUTH, MA 02536 Compliance: 3.3%Better Than Code Maximum UA: 419 `Your UA: 405 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 Ceiling 1: Raised or Energy Truss 1,436 49.0 0.0 0.020 29.- Ceiling 2: Cathedral Ceiling 44 15.0 0.0 0.065 3 Wall 1: Wood Frame, 16" o.c. 2,888 21.0 0.0 0.057 130 Window 1: Wood Frame:Double Pane with Low-E 287 0.290 83 Door 1: Solid 44 0.160 7 Door 2: Glass 44 0.280 12 Door 3: Glass 235 0.300 71 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1,480 19.0 0.0 0.047 70 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 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Vincent L. Giorgio - Designer 12/11/19 Name-Title Signature Date PFS Corporation Northeast Region APPROVED Project Title: Report date: 12/11/19 Data filename: M:\Check\19212.rck 2/10/20 Page 1 of 9 Approval limited to Factory Built Portion I REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 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. Section Plans Verified, Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, 'Construction drawings and ❑Complies 103.2 1documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the 0 ;building envelope.Thermal [:]Not Observable :envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, '[documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable U !Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate ;compliance with the IECC i Commercial Provisions. a 302.1, Heating and cooling equipment is; Heating: Heating: j❑Complies 403.7 sized per ACCA Manual S based Btu/hr I Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA gr Manual] or other methods Cooling: Cooling: :❑Not Observable approved by the code official Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: PFS Corporation Northeast .Region JOHN A. WALLEN + APPROVED H Raup - 3 N0. 46557 2/10/20 Approval limited to Al. Factory Built Portion 2/7/2020 The Engineer Seal on these drawings is applicable to .the modular portion of the building built in the factory, and is not to be taken as record resign Professional for the project. Items noted B/0, by B/P, by others, by Builder, on site, etc. are to be designed by a registered professional on site, and are not designed in this approval. 1 High Impact(Tier 1) 2 Medium.Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report:date: 12/11/19 Data filename: M:\Check\19212.rck Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies [F011]z protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below 01 grade. :❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not j ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: JOHN A. WALLEN a NO. 495� '�► �f4ls At 21712020 The Engineer Seal on these drawings is applicable to he modular portion of the building built in the factory, and is not to be taken as Record Design Professional for the project. Items noted B/0, by B/P, by otters, by Builder, on site, etc. are to be designed by a registered professional on site, and are not designed in this approval. PFS Corporation Northeast Region APPROVED H Raup - 3 2/10/20 Approval limited to Factory Built Portion 1 High Impact(Tier 1) 2 Medium.Impact(Tier 2) 13 J Low Impact (Tier 3) Project Title: Report date: 12/11/19 Data filename: MACheck\19212.rck Page 3 of 9 Section Plan s Verified Field Verified # Framing/ Rough-In Inspection Complies? Comments/Assumptions & Req.1.D Value Value 402.1.1; ;Door U factor. ; U ; U ;❑Complies ;See the Envelope Assemblies 402.3.4 i T❑Does Not ;table for values. [FR1] _ 1 ,❑Not Observable ❑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, 402.5 ;❑Not Observable ; [FR2]1 i ; ;❑Not Applicable 303.1.3 U-factors of fenestration products ElComplies [FR4]1 fare determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier , ❑Complies ; [FR23]1 "installed per manufacturer's ❑Does Not instructions. 00 ❑Not Observable ONot Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ; [FR20]1 i is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑ 10HN A. or has infiltration rates per NFRC Not Observable WALLEN + 1400 that do not exceed code ❑Not Applicable ;limits: : • s. NO. 4U7 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm PIfS Corporation leakage at 75 Pa. Northeast Region []Not Observa I At g E]Not Applic b 403.3.1 ;Supply and return ducts in attics APPROVED ❑Complies [FR12]1 i insulated >= R-8 where duct is ❑Does Not 2/7/20.20 >= 3 inches in diameter and >_ H Raup 3 ❑Not Observable R-6 where < 3 inches. Supply and 2/ 0/20 I return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for Approval limited to ;diameter>= 3 inches and R 4.2 Factory Built Portion ;for< 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums: ❑Does Not f w�' ❑Not Observable ' ❑Not Applicable li 403.4 HVAC piping conveying fluids R- R-: ❑Com p•es [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55 °F are insulated to >_R- 3 :[:]Not Observable ❑Not Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies [FR2411 1piping. ❑Does Not co , ❑Not Observable j ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >R-3. ❑Does Not aJ ;❑Not Observable ;❑Not Applicable j F[FRIgJ2 Automatic or gravity dampers are ❑Complies installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable []Not Applicable 1 High Impact (Tier 1) 2 Medium.Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 12/11/19 Data filename: M:\Check\19212.rck Page 4 of 9 Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED H Raup 3 2/10/20 Approval limited to Factory. Built Portion 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 12/11/19 Data filename: M:\Check\19212.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value. Complies? Comments/Assumptions &Req.1.11) . 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values ❑Does Not provided. []Not Observable ❑Not Applicable 402.1.1, I Floor insulation R-value. ; R- R- ❑Complies See the Envelope Assemblies 402.2.E i ;❑ Wood '❑ Wood ❑Does Not table for values. [I 1]1 ❑ Steel ❑ Steel LINot Observable ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 imanufacturer's instructions and ❑Does.Not [IN2]1 :in substantial contact with the r underside of the subfloor, or floor ❑Not Observable 1framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the stop of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, i mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall ; Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior, the exterior insulation ; (Qj i requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable i 303.2 I Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. 6 ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: PFS Corporation +���`N �4a� Northeast RegionJOHN A. APPROVED WALLEN + H Raup - 3 NO. 4157 2/10/20 Approval limited to Afar Factory Built Portion A 21712020 The Engineer Seal on these drawings is applicable to the modular portion of the building built in the factory, and is not to be taken as Record Design Professional for the project. Items noted B/0, by /P, by others, by Builder, on site, etc. are to be designed by a registered professional on site, and re not designed in this approval. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 11 3 11 Low Impact(Tier 3) Project Title: Report date: 12/11/19 Data filename: M:\Check\19212.rck Page 6 of 9 Section Plans Verified Field Verified a # Final inspection Provisions Complies?` $ Comments/Assumptions &Req.ID - Value Value 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies: {See the Envelope Assemblies 402.2.1, Elwood ;❑ Wood ;❑Does.Not table for values. 402.2.2, I Steel I 402.2.E ❑ ❑ Steel El Observable [FI1]1 ❑Not Applicable 303.1.1.1„Ceiling insulation installed per ;° ❑Complies 303.2 manufacturer's instructions: �` 'z ❑Does Not [F12]1 ;Blown insulation marked every 300 ft2. ,u .,. ❑Not Observable , ❑Not Applicable 402.2.3 Vented attics with air permeable ElCom:plies [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation: ' . M+ -]Not Observable _ �. _ k ❑Not Applicable 402.2.4 :Attic access hatch and door R- R- ;❑Complies [FI3]1 !insulation >_R-value of the ❑Does Not ,adjacent assembly. ❑Not Observable E]Not Applicable 402.4.1.2 113lower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies ; [FI17]1 1ach in Climate Zones 1-2, and ;❑Does Not 1<=3 ach in Climate Zones 3-8. ; ;❑Not Observable !� ;❑Not Applicable JOHN A. 1M' 403.3.4 ;Duct tightness test result of<-4 ;: cfm/100 ; : cfm/100 ;❑Complies ; YVALUN [F14]1 ;cfm/100 ft2 across the system or ft2 ft2 ❑Does Not is<=3 cfm/100 ft2:with6ut air N0.UU5t handler @ 25 Pa. For rough-in �❑Not Observable tests,.verification may need.to 1 :❑Not Applicable '�► �fals occur during Framing Inspection. ; 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F127.]1 determine air leakage with W ft2 :DDoes Not 4 R h-in;:either: Rough-in test:Total ;leakage measured with a 1❑Not Observabl pressure differential of 0.1 inch I ;❑Not Applicable ; 21712020 w.g. across the system including Ithe manufacturer's air handler he- Engineer Seal or~ these drawings is applicable to .enclosure if installed at time of . I the modular portion of the building guilt in the ;test. Postconstruction test:Total factory, and is not to be taken as Record Design ;leakage measured with a ; Professional for.the project. Items noted B/Q; by pressure differential of 0.1 inch B/P, by others, by Builder, 0n site, etc. are to be including the manufacturer's air across the entire System incl designed by a registered professional on site, and ; ; (handler:enclosure. I are not designed in this approval. 403.3.2:1 ;Air handler leakage designated LJComplies . [F124]1 !by manufacturer at<=2%of ❑Does Not design-air flow. - i ❑Not Observable • ❑Not Applicable 403.1.1 Programmable thermostats w Complies [F19]2 installed for control of primary iP�$`( Ot'p01'a�1011 Does Not heating and cooling systems and initially set by manufacturer to Nof"the; ist'f@g10 Not Observable code specifications. - Not ApplicablePROVED _ 4011.2 Heat pump thermostat installed a ,r a.' Complies [FI10]2 on heat pumps. H Raup 3 EDoes Not �2/10/20 Not Observable Not Applicable 403:5.1 Circulating service hot water _ Complies 2 F:Fact( Built Portion. [FI11] systems have automatic or Does Not accessible manual controls x ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) -2 1 Medium Impact(Tier 2) 13.1 Low Impact(Tier 3) . Project Title: Report date: 12/11/19 Data filename: MACheck\19212.rck Page 7 of 9 I Section Plans Verified : Field Verified # Final Inspection Provisions Complies? Comments/Assumptions Value Value & Req.ID 403.6.1 All mechanical ventilation system []Complies [F[25]2 fans not part of tested and listed . i ❑Does Not +��t�M `4l� HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable ; JOHN A. 403.2 Hot water boilers supplying heat ❑Complies YVALLEN ~ [F126]2 through one-or two-pipe heating ❑Does.Not systems have outdoor setback N0. 16,57 control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable ; .'�► �f4l3 temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable 21712020 syphon circulation systems are not present. Controls for The Engineer Seal on these drawings is applicable t( circulating hot water system the modular portion of the building built in the pumps start the pump with signal factory, and is not to be taken as Record Design for hot water demand within the Professional for the project. Items noted B/O, by occupancy. Controls B/P, by others, by Builder, on Site, etc. are to be automatically turn off the pump designed by registered profds5ionetl on site, and when water is in circulation loop is at set-point temperature and re.not designed in this approval. no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [1I29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically []Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not 655.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to f three or more showers. 404.1 756/o of lamps in permanent ❑Complies [FI6]1 :fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not O []Not.Observable - ❑Not Applicable 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) ' 3 1 Low Impact(Tier 3) Project Title: Report date: 12/11/19 Data filename: MACheck\19212.rck Page 8 of 9 Section Plans Verified Field Verified o Final Inspection Provisions Value Value Complies? Comments/Assumptions & R.eq.ID 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 3033 Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating ❑Does Not j systems have been provided. ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: JOHN A. WALLEN + NO. 4U '�► 'ffpl AL PFS Corporation Northeast Region 21712020 APPROVED he Engineer Seel on these drawings is applicable to H Raup — 3 the modular portion of the building built in the factory, and is not to be taken as Record Design 2/10/20 Professional for the project. Items noted B/0, by Approval limited to B/P, by others, by Builder, on site, etc, are to be Factory Built Portion designed by a registered professional on Site, and are not designed in this approval. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 3)o Project Title: Report date: 12/11/19 Data filename: MACheck\19212.rck Page 9 of 9 f Nf2015 IECC merry Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor - 19.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.30 Heating System: JOHN A. M WALLEN Cooling System: Water Heater: NO. 4U Name: Date: Comments 2/7/2020 The Engineer seal on these drawings is applicable to he modular portion of the building wilt in the factory, and is not to be taken as Record Design Professional for the project. Items noted B/0, by B/P, by others, by Builder, on site, etc. are to be designed by a registered professional on site, and re not designed in this approval. PFS Corporation Northeast Region APPROVED H Raup 3 2/10/20 Approval limited to Factory Built Portion he modular portion of the building built in the actory,and is not to be taken as Record Design rofessional for the project.Items noted B/0,by /P,by others,by Builder,on site,etc.are to be esigned by a registered professional on site,and WMH STRUCTURAL CALCULATION SHE],,.,- not designed in this approval. SERIAL NO:J119212 11 LOCATION.71 Main House STATE: M FORMULAS AND FACTORS PER 2015 NDS TRUSS REACTIONS FS, A ROVli3 DATE 2/10/20 Floor PFS RPORAt Bloomsburg, PA Rl= , 961I Ibs R2=1 811:lbs Spacing= 24 in.o.c. • 8 4 00, 18 Truss: HME001 6 Roof LL=Pg*0.7*Ct*Unbal.Load (assumes Ce and I=1.0) 5 (Load in psf) Pg *0.7 Ct Unbal. RILL 9(post) 2 Design Snow Load 55 0.7 1.1 1.3 55 LOADING CONDITION Actual Snow Load 30 0.7 1.1 1.3 30 1 DIAGRAM Width(ft)= 13.5J Roof Pitch:= Top Chord !Bot.Chord(Load in psf) LL DL DL TotalTruss Type: ��"H"=Hinged t�M r/j Design Load 55 ]0 10 75"C"=Cape/Storage Actual Load 30 10 10 50 JOHN A. DESIGN LOADING(PSF) WALLEN ad Reduction Factor= Actual 50 = 0.67 LL I DL . TLI Design 75 1STFL 40 10 50 N0` :� CEILING 0 7 7 'fQif, Reduction Factor= Live Load 30 = 0.60 ND FL 30 10 40. Total Load 50 ROOF-EXT 192 129 320: Al [ROOF-MAT, ..162 108 270 Adjusted Loads V T WALL 0, 50 50 W 1(tot)= 0 lbs/lf W2(tot)= �2 0�'lbs/If T WALL 0 40 40 21712020 W1(live)= ; 192'Ibs/lf W2(live)= i 162Ibs/I17 LOAD COMBINATION SUMMARY CHART(lbs/It) Loading Ist Floor 1st Fl Wall Clg 2nd Floor 2nd FI Wall I Roof/Ext Roof/Mate Total-Ext Total-Mate Condition Total .Live Ext Mate Total Total Live Ext Mate Total Live Total Live Total Live Total Live 11 1 338 270 338 270 338 270 2 338 270 50 40 47 270 203 587 354 : 577 354 3 338 270 50 40 47 270 203 50 40- 320 192 270 162 909 499 846 476. 4- 338 270: 50 40 320 192 270 162 592 347 540 324 5 47 47 0 47 0 6 270 203 270 203 270 203 7 270 203 50 40 320 192 270 162 542 296 489 274 8 .320 192 270 162 320 192 270 162 9 47 270 203 50 40 320 192 270 162 589 296 536 274 Notes: l. Floor and ceiling loads above are calculated using the following: [Box Width(ft)]/2 x Design Load Example: Ist Floor= 13.5 /2 x 50 = 337.5 lbs/lf 2 Roof loads are taken from Max Gravity Reactions listed on truss drawing and adjusted to account for spacing and Actual(required)versus Design snow load as shown above. 3. Load totals given for conditions with multiple.live loads incorporate a reduction factor of.75 applied to the live loads only. 19212HLC -Cover Page SERIAL No: 19212 Beam Calculations Truss:+ HME18001 Main House Microlam Desien Values SPF N2 Desien Values Formulas used in Calculations Fb=. 2925 psi Fb= 875 psi A=(b)(d)- AREQD=3/2Max Shear/F,.' IREQ'D(TL)=ATL(1.875gWn)(L�fe - Fv= 285 psi Fv= 135 psi S=(b)(d)'/6 SREQD-12(W)'/8(Fb') IREQD(LL)=ALEp.875)(W.O(L)/E E= 2,000,000 psi E= 1,400,000 psi I=(b)(d)'/12 Beam#1: Location:iSr ittine ROOM �~ ROOF/ATTIC ; Walk-up Attic:NO Loadine Parameters: Beam Tvne: Floor Loadine Conditions: Loading Condition:I 8 1(from cover sheet) M ("M"for Microlam) - WTL=1 2701plf Length:of Beam: 18.25 Ift=L ("S"for SPF#2) WLL= 162p1f Beam Location: M �("M"for Mate Line) `7M Y4 ("E"for Exterior) .Max Shear=WL/2 Ibs ' 2464 Ibs Max Defl(TL)=L(12)/180 m=j 1.22E in o•t Wall Height:=.ft Max Moment=W12/8 ft-Ibs ', .11241,ft-Ibs Max Defl(LL)=L(12)/240 in=, _0.91 in J OHN A. Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Desien Values WALLEN s -- 1 uanfi Depth. CD(Ib)={f 1.14� Cr(Fb)=.�1 I Fb=1 3296.5'psi 11 @1-1/2xF 14 jin CD(fv-! 15 Fv=2 ccCe )-� 1. � 327.8.psi ..4i NO. 7 - CF(Fb)='`.0.98y E=L mo0,000 psi Reauired Properties Of Beam Reauired Posts 'fQt1 A:= j I= 21in2> A(RQn)= 11_2$,i 54% ' ' �^ - AL S 49 in' SEQr))= 40.9'in 83% 2x3s=,3 I 3 LRQp) 81%34in"> IT 3 or2x4s=h2 1u,(REQv)= 221.561in4 65% or2x6s=k1 2/7/20l?A2#2: Location:Deck Roof_ ROOF/ATTIC Walk-up Attic:NO Loadine Parameters: Beam Tvpe: Loadime Conditions: Loading Condition:M 8 (from cover sheet) M (("M"for Microlam) WTL=1 3201plf Length of Beam: 18.25 Ift=L ("S"for SPF#2) WLL= 192p1f Beam Location:', E ("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 lbs= 2920Ibs Max Defl(TL)=L(12)/I80in=�1.22in 1 I Support Wall.Height:CB�ft Max Moment=WL2/8fr-Ibs=F_133231ft-Ibs Max Defl(LL)=L(12)/240in=��0.91{in Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Desien Values r--I uanfi - Death CD(m) 1.15 Cr(Fb) 1 ;, Fh= 3363.8!psi _-2 @1-1/2x1r.�11.251in CD(N)= 1.15 Fv= 327.8�psi CF(Fb)=€ 1 .� E=#' 2,000,000rpsi Required Properties Of Beam Required Posts A= 33.8 in'> A(Rc,,= 13.365'in 40 S=" 63.3 in'> S(REQm= 47.5 in' 75% 2x3's=4 1 356 in4> ITQREQD)= 328.72'in' 92% or2x4's=,2 262.59 in" 74% or 2x6's='I Beam#3: Location:,Bedroom#2 ROOF/ATTIC Walk-up Attic: Loadine Parameters: Beam Tvpe: Loadirie Conditions: Loading Condition:i 8. :(from cover sheet) ("M"for Microlam) WTL=1 2701,plf Length of Beam: 14.5 -ft=L ("S"for SPF92) WLL= 162 plf Beam Location: M ,("M"for Mate Line) ("E"for Exterior) Max Shear=WW2 Ibs= 1958 Ibs Max Dell(TL)=L(12)/180 in= 0.97 in Support Wall Height:- $ ft Max Moment=WL2/8 ft-Ibs= 7096 ft-Ibs Max Defl(LL)=L(12)/240 in= 0.73 in ember Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Desien Values OWNi APPROVEDQuantity Depth CD(fb)= 1.15 Cr(Fb)= 1 F6 3363.8 psi lv\/ 1 @ 1-1/2xr 11.25 in CD(N)= 1.15 Fv= 327.8 psi DATE 2/10/20 CF(Fb)= I E= 2,000,000 psi P FS CORPORATION Reauired Pronerties Of Beam Reauired Posts A= 16.9 in'> A(-Qn)= 8.955 in' 53 Bloomsburg, PA S= 31.6 in3> S(REQn)= 25.3 in' 80% 2x3's=3. � I= - 178 in'> ITuREQD)= 139.11 in° 78% or 2x4's=1 19212HLC-Beams 1,uREQv)_ 111.12 in" 62% or 2x6's=1 �I SERIAL NO: 19212 Beam Calculations Truss r HME18001 Mam House Microlam Design Values - SPF#2 Design Values Formulas used in Calculations Fb= 2925 psi Fb= 875 psi A=(b)(d) AREgo=Max Shear/F,' IREQD(TT,)=ATL(1.875XWnXL)/E F,=: 285 psi Fv 135 psi S=(b)(d)'/6 SRFQ•D=12(W)'/8(Fe) 1REQ'D(LL)=ALL(1x75)(WrL)(L)/E E= 2,000,000 psi: E= 1,400,000 psi - I=(b)(d)3/12 _ Beam#4: Location:Living room FLOOR ABOVE 648, Loadin¢Parameters: y Beam Tvoe: Floor Loading Conditions:. ing Condition: 6 (from cover sheet) { M 1("M for Microlam) WTL=1 2701plf It Beam: 15 lft=L ("S"for SPF#2)- WLL= 202.5 plf JOHN A. ad Location: M �("M"for Mate Line) WALLEN d r ("E"for Exterior) Max Shear=WW2lbs 2025:Ibs Max DO(TL)=L(12)/240in I 0.75in NO i7 upp all Height:�_�ft Max Moment=WL'/8 ft lbs 7594'ft-Ibs Max Defl(LL)=L(12)/360 m ' 0.5 in �i alyzed: Mircolam Beam PASSES Microlam Adjustment Factors - Adjusted Microlam Design Values /7 anti Depth CD(Ib)= 1 C.(Fb)='mil ; Fb=1 2925;psi A 2 @1-1/2xr 9.25lin CD(r3)=� 1 Fv= 285{psi ' - CF(Fb)= 1 E=L,000,000�psi —� RRe uired Properties Of Beam RRe aired Posts A 37,iW> A(.qD)=" 10.665'Jn= 29% 2/7/2020 S= in > S(.Q�)= 31.2'1 n3 55% 2x3's=3�i 1=Li4i�> IZ.Qr,)= 205.03)in" 78% or2x4's=F2 —d IL_t,(_Qm 230.66iin° 87% or2x6's=k1 Beam#5: Location:Livine Room _ - _ -CEILING Loading Parameters: Beam TVpe: Loading Conditions: Loading Condition:1 5 1(from cover sheet) M 1("M"for Microlam) W?'L=j 47.251plf Length of Beam:FY 15 1ft=L ("S"for SPF#2) WLL="plf Beam Location:G M q("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2lbs= 3541bs Max Defl(TL)=L(12)/180m I'in t Support Wall.Height:=ft Max Moment=WC/8ft-Ibs.=�,41329ft-Ibs Max Defl(LL)=L(12)/240 in �: .,0.75�.in Member Analyzed: -Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values uanti rr_Denth CD(fb)=� 0.9 ¢ C,(Fb)= '1 Fb 2632.5'psi 2 1-1/2xl 5.5 lin CD(rv)=t 0.9 F�,=' c @ 256. 'psi CF(Fb) y E 2,000,000'psi RRe uired Properties Of Beam Reouired Posts A= s 16.5 in > A( ,.)=)' .2.07 inZ 13% S= 15.1 ml> S(.Qr))= 6_1 in3 40% 2x3's=1 1= "41.6 in'> ITu.Qr,)= 26_95f in 65% or 2x4's=it ILL(RRQD)_ 4 in° 0% or 2x6's= Beam#6: Location:'I allway _ - _ _.� FLOOR ABOVE rg Loading Parameters: Beam Tvoe: Loading Conditions: Loading Condition:F. -6 .:(from cover sheet) S. `.("M"for Microlam) WTL=l 2701 plf Length of Beam:: -6 - ft=L ("S"for SPF#2) WLL= 202.5 plf Beam Location:' M '("M"for Mate Line) ("E"for Exterior) Max Shear=WL/216s-= 810 Ibs Max Defl(T'L)=L(12)/240 in= 0.3 in Support Wall Height: 9'. ft Max Moment=WL'/8 ft-lbs 1215 ft-Ibs Max Defl(LL)=L(12)/360 in= 0.2 in Analyzed: SPF#2 Beam PASSES SPF#2 Adjustment Factors Adjusted SPF#2 Designs Values- FjAPPROVED uanti Depth CD(fb) 1 Cr(Fb)= I Fb= 962.5 psi 1 @ 2x, 10 ?in CD(N)= 1 Fv= 135 psi DATE 2/10/20 CF(Fb)= 1.1 E= 1,400,000 psi P�� CORPORATION Reouired Properties Of Beam Reouired Pasts . A.= 18.5 inZ> A(�Q'D).= 9-in' 49% Bloomsburg, PA S=... 28.5 in'> S(READ)_ 15.1!in3 53% 2x3's=2 .. 1= 131.9 in > ITu�Q,)= 18_75 in° 14% or 2x4's=1 19212HLC-Beams(2) I[uaEaD)= 21.09 in' 16% or 2x6's=1 SERIAL No: 1921z Beam Calculations Truss i HME18001 Maio House .. Microlam Desien Values SPF#2 Desien Values Formulas used in Calculations Fb=: 2925 psi Fb= - 875 psi A=(b)(d) AREoD=Max Shear/Fr' IREoD(TL)=A�(t.s75X`vTL)(L)'/E Fv= 285 psi Fv= 135 psi S=(b)(d)'/6 SREQD=12(W)'/8(Fe) IREQ•D(LL)=Au(i.s75)(Wn)(L)'iE E= 2,000,000 psi E= 1,400,000 psi 1=(b)(d)'/12 Beam#7: Location:'Poket door headers FLOOR ABOVE 1� Loading Parameters: Beam T v. Floor - Loadimr Conditions: Loading Condition:�FF 7 {{(from cover sheet) M ("M"for Microlam) -WTL=1489.11plf Length of Beam:FF 10 {ft=L ("S"for SPF#2) WLL= 273.E plf Beam Location:F M ("M"for Mate Line) ("E"for Exterior) Max Shear=WL12lbs 2446.lbs Max Defl(TL)=L(12)/240 in 0.5,in Support Wall Height:=ft Max Moment=WL'/8 ft-lbs=x 6114.ft-lbs Max Defl(LL)=L(12)/360 in _ 0.33'in ``N Y n er Analyzed: Mircolam Beam PASSES Microlam-Adjustment Factors Adjusted Microlam Desien Values uanti rDepth CD(fb)=L--15 Cr(Fb) �L Fb= 3363.Spsi JOHN A. lj @1-1/2x1 9.25�in CO(fv)= Fv= 327.8,psi WALLEN + CF(Fb)= E_` 2,000,00o psi Required Properties Of Beam Required Posts NO. 47 A= 18.5++iiD=> AREQD)= 11_19+;in' 60% S= 28.Si in'> S(-QD)= 21&in' 76% 2x3s-14 z �EQt1 1= 131.9i in'> ITu rQD)= 110�OS j in' 83% or 2x4 s=�2 AL 1.4. LL ar m)= 92.33 in 70% or 2x6's=1 Beam#8: Location:Isfider headers. FLOOR ABOVE 21712020 Loadine Parameters: Beam Tvpe: F Loadine Conditions: Loading Conditional 7 1(from cover sheet) M 1("M"for Microlam) WTL=1 341.61p1f Length of Beam:yM 10 Ift=L ("S"for SPF#2) WLL=l 296.1 plf Beam Location:` E I("M"for Mate Line) - ("E"for Exterior) Max Shear=WL/2 lbs= 2708 lbs Max Defl(TL)=L(12)/240 in= 0.5'in 1 Support Wall.Height:=ft Max Moment=WL'/8ft---Ibs= 6770''ft-lbs Max Defl(LL)=L(12)/360in=, __0.33.in Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Desien Values Ouantity Depth CD(fb)= 1.15� C,(Fb)=0 1_: - Fb= 3363.8 psi _ 1 @1-1/2xr 9.25 Im CD(N)= 1.15 F = 327.8'psi CF(Fb)_' I E_. 2,000,000.psi RRe uired Properties Of Beam RRe uired Posts - A= 18.5 in'> A(-,)= 12_39'in= 67 S= 28.5 in'> S(-QD)= 24.2'in' 85% 2x3's=A4 1= 131.9 in°> ITL(REQv)= 121.86 in' 92% or 2x4's=2 11,1(REQ.D)= 99_92'in4 76% or2x6's=.1 Beam#9: Location:Floor Girders FLOOR Loadine Parameters: Beam TUr. Loadine Conditions: Loading Condition:'_ 1 ..(from cover sheet) S. '("M"for Microlam) WTL=1337.51plf Length of Beam: 10.33 eft=L ("S"for SPF#2) WLL= 270 plf Beam Location:. M ("M"for Mate Line) - ("E"for Exterior) Max Shear=WL/2 lbs= 1743 lbs Max Defl(TL)=L(12)/240 in= -0.52 in Support Wall Height: 8. ft Max Moment-WL'/8ft-Ibs= 4502ft-Ibs Max Defl(LL)-L(12)/360 in= 0.34in .her Analyzed: SPF#2 Beam PASSES SPF#2 Adjustment Factors Adjusted SPF#2 Desiens Values APPROVIDOuantityDepth CD(lb)= I - Cr(Fb)= I Fb= 962.5 psi 2 @ 2xi 10 CD(fv)= 1 F'_ .135 psi DATE 2/10/20 CF(Fb)= 11 E= 1,40o,00o psi PFSC.QRPQRATIO Required Properties Of Beam Renuired Posts !- CORPORATION 1 A.= 37 in'> A(REQp): 19.365 in' 52% .:. Bloornsbur PA w. gr ... S= ... 57 in'.> S(REQ•D) 56.1 in' -98% 2x3's=2 = 263.8 in'> ITQUQV)= 119.58 in" 45% or 2x4's=1 19212HLC-Beams(3) ILQ.q.)= 143.5 in" 54% or 2x6's=1 SERIAL No: ;19212 Beam Calculations Truss: HME18001 - Main House _. m_ -- - Microlam Design Values SPF#2 Design Values Formulas used in Calculations- Fb= 2925 psi Fb= 875 psi A=(b)(d) AsEgo=Max Shear/F;' IREQD(TL)=ATL0.875)(WTL)(L'1E Fv= 285 psi Fv= 135 psi S=(b)(d)Z/6 SREQ'D=12(W)Z/8(Fti) IREQ'D(LL)=ALL0.8r5)(Wr,(L'/E E= 2,000,000 psi E= 1,400,000 psi I=(b)(d)'/12 Beam#7: Location:,SitHnr a Room FLOOR Loading Parameters: Beam Tvoe: Floor Loading Co nditions• Y4 j Loading Condition:1 1 }(from cover sheet) 1 M 4"M"for Microlam) WTL=1 337.51p1f - +` Length of Beam:kk 18.25 +{ft=L ("S"for SPF#2) WLL= 270 plf eam Location:p E i("M"for Mate Line) O H N A• ("E"for Exterior) Max Shear=WL/2 lbs=' _rt3080 Ibs Max Defl(TL)—L(12)/240 in= 0.91 in i WALLEN u p all Height:=ft Max Moment=WLZ/8ft-lbs= _140511ft-lbs Max Defl(LL)=L(12)/360mJ 0.61iin NO. "S r Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values anti Depth CD(ib)— I Cr(Fb)—'t 104 , Fb— 3042 psi Q/ 3'@ 1-1/2x 11.25 m CD(fv) 1 R 285ypsi t At CF(Fb) 1 E_ 2,000,000 psi Required Properties Of Beam Required Posts A=r 67.5,n,'> A(-qD)_' 16.215";n' 24% �/7�10ZO S= 126.6''in'> S(uQT)= 57.6;in' 45% 2x3's=15 I= 711.9�in4> ITVUQ'D)= 461.5811in4 65% or 2x4's=1,2 ILL(aEQ•p)_ 553.891 in4 78% or 2x6's=�k2 Beam#8: Location:Mudroom,Wall Load ROOF/ATTIC Walk-upAttic:= Loading Parameters: + k ICU' Tvoe: Loading Conditions: Loading Condition) 8 +!(from cover sheet) 1� S for Microlam) WTL=I_ 15001plf LengthofBeamA 3.5 {ft=L ("S"for SPF#2) WLL= 1200p1f Beam.Location:I E I("M"for Mate Line) . ("E"for Exterior) Max Shear=WL/2lbs= 2625'lbs Max Defl(TL)=L(12)/180in= 0.23'in Support Wall Heightf__27 ft Max Moment=WLZ/S ft-Ibs 2297,ft-Ibs Max Defl(LL)=L(12)/240 in=L 0.18 in Member Analyzed: SPF#2 Beam PASSES SPF#2 Adjustment Factors Adiusted SPF#2 Designs Values uanti Depth CD(fb) 1.15 Cr(Fb)= .I_ Fb - 1106.9,psi 2 @ 2x,r. 10 l;n CD(fv)=) 1.15 Fv=.,. 155.3 psi CF(Fb)=' 1.1 E 1,400,000,psi Required Properties Of Beam Required Posts A= 27.8 in'> A(u o)= 25_35 inZ 91% S= 42.8 in'> S(REQ.D)_' 24.9 in' 58% 2x3's=4 I= 197.9 in'> ITIAM01)= 15_53 in' 8% or 2x4's=.2 ILV.0'n)=' 16_54 in" 8% orU6's=I APPROVED DATE 2/10/20 PFS CORPORATION - Moomsburg, PA 19212HLC-Beams(4) SERIAL N0: 119M Pin Rafter Beam&Header Calculation Microlam Desien Values SPF#2 Desien Values Formulas used in Calculations Fb- 2925 psi Fb= 875 psi A=(b)(d) ARFqo=[3/2]Max Shear/F IREQ'D(TL)=ATL(1.875)(WTL)(L)/E Fv= 285psi Fv= 135psi S=(b)(d)2/6 SRE,D=12(W)2/8(Fb) IaEQD(LL)-6LL(I.875)(WTL)(L)/E E= 2,000,000 psi E= 1,400,000 psi I=(b)(d)3/12 Header#1: Location: Cross Beam(ii Sittine Room _ Formulas used in Header Calculations S=(b)(d)z/6 SaEoo=12PL2/4(Fti) I=(b)(d)3/12 IREQ,p(TL)=1080PLZ/E Header Type: Length of Header:=ft �("M"for Microlam) CD(A)=^ I r -• Member Analyzed: Mircolam Beam ("S"for SPF#2) CD(m)=i 1 G Cr(Fb) 1.04 -Ouantity Depth CF(Fb)=' J. _i_4 @ 1-1/2xpj 9.25 )in Properties Of Header Required Properties Of Header _ Adjusted Microlam Design Values A= SS.Sk A(REQo) 9 88?inZ PASSES Fv=l 285,psi Fb= 2925$'psi S= 85.6!,in,> S(REpo)= 38.91in3 PASSES E_� 2,000,00 psi I= 395.71tn4> ITUREQD)= 262.86 in PASSES Max Moment @ P=Pab/L$-Ibs=� 9476.92,ft-lbs a(ft)=I5 b(ft)=i 8 � Max Allowable Defl=L(12)/360 in- 0.43i1in x P- 3080j1bs Deflection @ P=I 0.28�in Beam: Max Deflection @ x- 0.291 in PASSES R,- 1895.385'Ibs. R,= 1184.61538 I i where x is:L __ 5.92,ft to the right of RI Ibs Required Bearing: 2.8 in' Note:Bearing Area Requirements established using SPF#3(Fc=425psi) Required Posts for Header aQ: R1= 1895.385 lbs. Compression Bearing Use: 2x3 s `3 > or 2x4 s=�1 orU6's=i1 _ - JOHN A. it WALLEN M NO, UA57 '�► �fOr A 21712020 The Engineer Seal on these drawings is applicable to the modular portion of the building built in the factory, and is not to be taken as Record Design Professional for the.project. Items noted B/0, by B/P', by others, by Builder, on site, etc. are to be designed by a registered professional on site; and are not designed in this approval. 19212HLC-Header-Point Load(2) Project:WMH 19212 Paul R.Walter,Architect,PLLC page 10955 East Pear Tree Drive Location:Second Floor Deck Joists °.Cornville,AZ 86325 Floor Joist ` or [2015 International Building Code(2015 Nos)] 1.5 IN x 5.6 IN x 6.0 FT @16O.C. #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.6 1/31/2020 2:03:55 PM Section Adequate By: 174.8% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN U2401 Dead Load 0.01 in Total Load 0.04 IN U1921 Live Load Deflection Criteria:U360 Total toad Deflection Criteria:L/240 REACTIONS A_ B Live Load 160 lb 160 lb Dead Load 40 lb 40 lb Total Load 200 lb 200 lb Bearing Length 0.31 in 0.31 in SUPPORT LOADS A B Live Load 120 plf 120 plf - — --- - — Dead Load 30 plf 30 plf A s e Total Load 150 plf 150 plf MATERIAL PROPERTIES #2-Spruce-Pine-Fir JOIST DATA Center Base Values Dusted Span Length 6 ft Bending Stress: Fb= 875 psi Fb'= 1308 psi Unbraced Length-Top 0 ft Cd=1.00 CF=1.30 Cr--1.15 Unbraced Length-Bottom 0 ft Shear Stress: Fv= 135 psi Fv'= 135 psi Floor sheathing applied to top of joists-top of joists fully braced. Cd=1.00 Floor Duration Factor 1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi JOIST LOADING Comp.-L to Grain: Fc-1= 425 psi Fc--L'= 425 psi Uniform Floor Loading Center Live Load LL= 40 psf Controlling Moment: 300 ft-lb Dead Load DL= 10 psf 3.0 Ft from left support of span 2(Center Span) Total Load TL= 50 psf Created by combining all dead loads and live loads on span(s)2 TL Adj. For Joist Spacing wT= 66.7 plf Controlling Shear: 172 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus: 2.75 in3 7.56 in3 Area(Shear): 1.91 in2 8.25 in2 Moment of Inertia(deflection): 5.55 in4 37.04 in4 JOHN A. !� Moment: 300 ft-lb 824 ft-lb WALLEN M Shear: 172lb 743lb NO. 16.57 Decking Information Plywood Thickness: T= 3/4 in :Plywood Is Glued: Moment of Inertia Calculations For Glued Floor: AL Joist Area: A-joist= 8.25IN2 Plywood Area: A-ply= 2.08 IN2 Section Centroid: C= 3 IN ABOVE BASE 2/7/2020 Moment of Inertia(deflection): I-comb= 37 IN4 The Engineer Seal on these drawings is applicable to he modular portion of the building built in the factory, and is not to be taken as Record Design Professional for the project: Items noted B/O by IFS/ APPROVED B/P, by ethers, by Builder, on site, etc. are to be \y 2/10/20 designed by a registered professional on site: and DATE re not designed in this approval. PFS CORPORATION Bloomsburg, PA Project:WMH-19212 Paul R.Walter,Architect,PLLC 1page W1.09.55. EasLocation:Second Floor Gable End Bands under Roof Beam Cornville,A t Pear Tree Drive Z 86325 Multi-Loaded.Multi-Span Beam or [2015 International.Building Code(2015 NDS)] _ (2)1.5 IN x 9.25 IN x 13.5 FT #2-,Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.6 1/31/2020 2:03:56 PM Section Adequate By:2.0% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.28 IN U575 Dead Load 0.12 in Total Load 0.40 IN U405 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A_ B Live Load 744 lb 623 lb 1 Dead Load 318 lb 253 lb Total Load 1062 lb 876 lb Bearing Length 0.83 in 0.69 in BEAM DATA Center Span Length 13.5 ft Unbraced Length-Top 0 ft 13.5ft Unbraced Length-Bottom 0 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 82 plf #2-Spruce-Pine-Fir Uniform Dead Load 27 plf Base Values Ad'usted Beam Self Weight 5 plf Bending Stress: Fb= 875 psi Fb'= 963 psi Total Uniform Load ...11.4 plf Cd=1.00 CF=1.10 POINT LOADS-CENTER SPAN Shear Stress: Fv= 135 psi Fv'= 135 psi Load.Number One Cd=1.00 Live Load 260 lb Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-L to Grain: Fc--L= 425 psi Fc--L'= 425 psi Dead Load 1 lb Location 3.6.6 ft Controlling Moment: 3364.ft-lb 5.81 Ft from left support of span 2(Center Span) `M y4 j Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 985 lb At a distance d from left support of span 2(Center Span) 1 HN A. Created.by combining all dead loads and live loads on span(s)2 WALLEN + Comparisons with required sections: Read Provided No, 1,u Section Modulus: 41.94 in3 42.78 in3 Area(Shear): 10.94 in2 27.75 in2 AEQf3 Moment of Inertia(deflection): 123.8 in4 197.86 in4 Moment: 3364 ft-lb 3431 ft-lb At Shear: 985 lb 2498lb 2/7/2020 he Engineer Seal on these drawings is applicable to the modular portion of the building built in the factory, and is not to be taken as Record Design Professional for the project. Items noted B/0, by B/P, by others, by Builder, on site; etc. are to be IFS/, APPROVED designed by a registered professional on site, and 2/1OL20 are not designed in this approval. DATE _ PFS CORPORATION Bloomsburg, PA I Job - Truss Truss Type - - Qty Ply - West - Chester 212 92718 HME18001 HINGE MONO 1 1 7 HS 137 Desi nerSM PA 43419 Universal Forest Products Inc.,Grand Rapids,MI 49525,Steve Minahan - - -- - 8.130 a Dec 12 2017 MiTek Industries,Inc. Fri Jul 20 10:59:04 2018 Page 1 of 1 Copyright02018 Universal Forest Products, Inc.All Rights Reserved 1-8-11 11-8-5 '9 0-2-0 0 5 tk 4 10 7.00 12 0 0 3x4\\ 0,1 16 F APPROVE 3 A DATE 2/10/20 3 PFS CORPORATIO 2 Bloomsburg, PA o SMH18D N �T W1 SMH18E r 0 3x5= 9 2x61 I 3x5 = 8 11 7 1-8-11 1 6-9-13 4-10-8 13-5-0 Plate Offsets X Y-- 2:0-1-12 0-0-8 7:0-0-0 0-1-0 8:0-5-0 0-1-11 9:0-4-8 0-1-0 SPACING-:2-M- SPACING-:1--4-0 SPACING-:1-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) Plate Grip.DOL 1.15 TC 0.65 Vert(LL) -0.32 8-9 >497 240 MT20 197/144 TCLL 38.1 TCLL 57.2 TCLL 76.2 Lumber DOL 1.15 BC 0.95 Vert(CT) -0.68 8-9 >235 180 MT18HS 197/144 (Ground Snow 5 0.0 (Ground Snow 8 5.0 (Ground Snow 110.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.01 7 h/a n/a TCDL 10.0 TCDL 15.0 TCDL 2Qp Code IBC2015ITP12014 Matrix-R Weight:64lb BCLL 0.0' BCLL 0.0' BCLL 00' FT=A% BCDL 10.0 BCDL 15.0 BCDL 20.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except` TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins [P] T3:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT.CHORD 2x6 SPF No.2 WEBS 1 Row at midpt 4-7 WEBS 2x4 SPF Stud*Except* W4:2x4 SPF No.2 REACTIONS. (lb/size) 1=874/0-3-8,7=678/0-3-8,6=0/Mechanical Max Horz 1=444(LC 9),6=-246(LC 14) Max Upliftl=-327(LC 9),7=-508(LC 9) Max Gravl=961(LC 14),7=811(LC 14) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1702/504,2-3=-938h65,3-10=-856/121,4-10=-564/134,4-5=-473/131,5-6=-290/143 BOT CHORD 1-9=-845/1054,8-9=-845/1054,8-11=-279/373,7-11=279/373 WEBS 2-9=0/682,4-7=-740/554,2-8=-777/576 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(Ib)/Maximum Moment(Ib-in) 4=740/554/0/0,5=373/137/143/0 NOT es- E-signed by Kevin Freeman 1)Wind:ASCE 7-10,Vult=140mph(3-second gust)Vasd=111mph @24in o.c.;TCDL=3.Opsf;BCDL=3.Opsf;(Alt.171mph @16in o.c.,TCDL=4.5psf; BCDL=4.5psf);(Alf.180mph @12in o.c.;TCDL=6.Opsf;BCDL=6.0psf),h=30ft,Cat.11,Exp D,enclosed,MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - 2)TCLL ASCE 7-10;Pg=55.0 psf(ground snow),Ps=38 1 psf(roof snow);Category II;Exp D;Partially Exp.;Ct=1.1 0` N.E•y 3)Roof design snow load has been reduced to account for slope. P� F 4)Unbalanced snow loads have been considered forthis design. - -` w• Rn 5)All plates are MT20 plates unless otherwise indicated. 6)See HINGE PLATE DETAILS for plate placement. '7 7)Provisions must be made.to prevent lateral movement of hinged member(s)during transportation. 8)All additional member connections shall be provided by others for forces as indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any.other.live loads. r 10)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 327 lb uplift at joint 1 and 508 lb uplift at joint 7. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Take precaution to keep the chords in plane,any bending or.twisting of the hinge plate must be repaired before the building is put into service. 0)8.663'1- 14)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary : . supports.All field-installed members must be properly fastened prior to.applying any loading to the truss.This design anticipates the final set position. The professional engineering seal indicates thata licensed professional engineer has designed the truss under the standards referenced within this OFESSOA document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination 7/20/2018- on whether a truss design is acceptable under the locally adopted building code restwith the building official or designated appointee. ® WARNING Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST:APIDS,BELTILINEMI RD,NE PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI A9525 Truss shall not be cut or modified without approval of the truss design engineer. - - This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible. for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing;consult.BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\support\fvlitekSupp\templates\ufp.tpe UNIVERSAL FOREST PRODUCTS, INC. Job; :.. Truss : Customer 92718, HME18001. WEST CHESTER 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 0%%11/11111111/11� ��.�``OF•CONNF'o ��� � �F_tijq�i, ��N OF M,q F orr Hq. •` F CT'� s O Flo �: F••.o ., 5e F .. •. y ,� y .�.J� 2i:G- o KEVIN. W. G e * KEVIN`W g FR MAN `n KEV N W. F MA m FA MAN •_ 3 _ '�` S••CENSF;' NA1 E � �IIINIr1y ,,,Ip11111114U1jI 0.00WEA j^•��RD y KEVIN W. FREEMAN ��.•``�OF�Eq, R �" ,t.•� ���`, ••' N FR•'� 0f Q; 5KEVIN • No. 7445 ' * Y N .8024 �z R MAN _ E 1 ... .•CENg�.•`���. I TERED 'VIIIIIS y 0' R ESSIONA.L ENGINEER • CIVIL .APPROVED DATE 2/10/20 PFS CORPORATION Bloomsburg, PA. Corporate Engineering 2801 East Beldine,NE Grand Rapids, MI 49525-9736 (616) 364-6161 Fax (616) 365-0060 ufni.com Commonwealth of Massachusetts Manufactured Buildings Program Transmittal Form for all correspondences relating to Manufactured Buildings and Building Components To: Linda Shea, Manufactured Buildings Program Phone Number: Date Transmitted linda.shea@mass.gov 617-826-5225 _2-10-20 Commonwealth of Massachusetts Office of Public Safety and Inspections Attn: Manu. Bldgs. Board of Building Regulations and Standards 1000 Washington Street, Suite 710 Boston Massachusetts 02118 The person forwarding this material shall complete the following portion of this transmittal Name of Person Mike Hatcher MC.Number TPIA Number Transmitting Material 116 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 Single (Review not required) Colonial-CTM#19212 g -family - 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: 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: 164 Annable Point 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 Digitally signed by Harold Raup a ro I ul DN:cn=Harold Raur Signed y �o=PFSTECO,ou, Signed By for TPIA• eemail=harold.raupCo I BBRS No: assigned by Mass. for MASS: au fste o com;c=US Date:2020:02.10 i 07:34:03-05.00' Print Form ;1 KKS Duct Testing & Sealing Michael Santos (774) 836-8060 5 Acoaxet Ln. W. Wareham,MA 02576 Duct Leakaee,Test Address:-164 Annable Point Rd Centerville,Ma. Test Type-Rough In: 4% maximum allowed Conditioned floor area= 2,720 sq. ft. To comply with,Section 403.2.2 of the 2015 IECC Code in this home the Maximum duct leakage CFM= 108.80 Duct leakage tested=89.76 This home complies with Section 403f.2.2 of the 2015 IECC Code Date of Test: 5/27/20 Technician Santos, Mike Test File: L/A Customer: Quality Mechanical Systems Building Address: 164 Annable Point Rd. Centerville Ma. _ Phone:.508-291-6170 Test Results 1) Measured Duct Leakage: 89.76 2) Duct Leakage as a Percent of System: 3) stem Airflow: 4) Duct Leakage as a Percent of Building Floor Area: 3.3% 5) Leakage Split: Supply Side: n/a Return Side: n/a 6) Duct Leakage Curve: Flow Coefficient (C): 14.8 Exponent (n): 0.600 (Assumed) 7) Test Settings: Test Mode: Pressurization Test Pressure: 25.0 Pa Equipment: Series B Minneapolis Duct Blaster Test Type: Total Leakage [Duct Blaster only] K & E Blower Door Testing Building Performance Institute Certified -Test Results- 1st CFM50 21166 CFM50 Accuracy Level Standard Air Changes per 2.49 PASSED ACH50 Area Effective Leakage 119.1 Sq. In. -Customer Information- Project Date 7/23/20 Name John McNabola Phone Email _ Mcnabolahomes . @gmail.com -Building Information- Address 164 Annabel Point l Rd i City V Barnstable Ma. Year Constructed 2020 Volume 521200 CuFt Square footage 2900 SgFt Building Height � � 18 ..�� � ^ Ft� ^. -Test Readings- Building Pressure -50 . Pascals Nominal Fan Flow 21180 . CFM Nominal Fan 750.0 Pa Pressure Fan Con fig Ring B Fan Model Model 3 110v DG-1000 --Baseline- Average Baseline 0.1 Pa Baseline Range 0.1 Pad Performed By : Kyle Alexander BPI ID # : 5061748 Date: 7/23/20 Signature.: Kyle Alexander r � ' ►.� Town of Barnstable Building e sr Post This Card So That:it is Visible From,the Street-Approved:Plans.Must be Retained on Job and thistard Must be Kept MAS& Posted Until,Final;Inspection Has Been,Made.163 Permit Where a Certificate of,Occupancy is Required,such Building shalLNot be Occupied until a Final Inspectionrhas{been made. Permit NO. B-20-196 Applicant Name: JOHN MCNABOLA MCNABOLA HOMES BUILDING & Approvals REMODELING Structure Use: Date Issued: 02/05/2020 CurrentFoundation: Permit Type: Building-Foundation Only Expiration Date: 08/05/2020 Sheathing: Location: 164 ANNABLE:POINT ROAD,CENTERVILLE Map/Lot: 211-014 ---Zoning District: : RD-1 Framing: 1 Owner on Record: FISHER,THOMAS G & LEANNE Contractor Name: JOHN MCNABOLA MCNABOLA HOMES BUILDING &. Address: 10 OAK LEDGE DRIVE f - REMODELING E _ Chimney: BRAINTREE, MA 02184, t Contractor License: 193223 Description: new foundation Insulation: Est. Project Cost: $ 12;000.00 r Final: . Project Review Req: - : Permits Fee. $ 135.00 Fee Paid: . .S 135.00. Plumbing/Gas Date:-,,., 2/5/2020 ,Rough,Plumbing: } Final Plu mbing: umbing: Rough Gas: r 1 l Building Official Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this_permit shallconform to the approved application and the"approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Electrical This:permit shall be displayed in:a location clearly visible from m access; treet or road and shall be maintained open for public inspection for the entire duration of the service: work until the completion of the same. I ` f p y Rough: The Certificate of occu anc will not be issued until all applicable signatures by the-Building and Fire-Officials are provided on this permit. - Minimum of Five Call Inspections Required;for All Construction Work: • Final: 1.Foundation or Footing. 2.Sheathing Inspection. Low Voltage Rough:: ; 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed priorto Frame Inspection Low Voltage Final_: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Health 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department Work shall not proceed until the Inspector has approved thewai-ious stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Town of Barnstable Building s�sreet.e, Post This:Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and=this.Card Must be Kept rawss Posted Until°Final Inspection Has Been Made. Where a,Certificate of Occupancy is Required,such Building shall:Not.be Occupied until a Final Inspection has been made. Permit Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ti ti ... .. ..: i :. .. ... .. .. I .. .. -, , r a INE?I 01 Application Number.A.- ............................... . Mites Permit Fee.......................................Other Fee............ZS ........ 39. TotalFee Paid .............................................................. . TOWN OF BARNSTABLE Permit Approval by........ ......On..... BUILDING PERMIT Map..........0211 ..............................Parcel.........®... ........................ APPLICATION Section 1 — Owner's Information and Project Location Project Address Village Owners Name.-—AtOMA�5 y =IYNED Owners Legal Address ` C) dFEB 0 5 2w City 2VGi f State J\NN k zip 0-al I Owner's Cell# � E-mail co FAca Section 2 -Use of Structure F7 Use Group-21L-- — ❑ Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet Single Two Family Dwelling Section 3 - Type of Permit New Construction ❑ Move/Relocate E] Accessory Structure ❑ Change of use Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm Rebuild Deck Apartment Sprinkler System ❑ Addition ❑ Retaining wall ❑ 'Solar El Renovation ❑ Pool El Insulation Other-Spec' C' -=Section 4 - Work Description 4bg-cr �Xc C...1&L NA N 7.7 T..qqt lintinted- 11 11inni R p J Application Number..................................................... Section 5— Detail Cost of Proposed Construction Square Footage of Project Age of Structure Dig Safe Number { # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method MA Checklist ❑ WFCM Checklist ❑ Design LN Section 6—Project Specifics Wiring ❑ Oil Tank Storage Smoke Detectors Jq [° ] Plumbing t K3V11 try r , Gas ❑ Fire Suppression i Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom i Water Supply IV* `N Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ 'Old Kings Highway Debris Disposal Facility: I am using a crane Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. . Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard /` Required Proposed Rear Yard ;' Required./ 1 �:. Proposed.. Side Yard Required 1 - Prop osed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/15/2018 ACoRo® ; CERTIFICATE OF LIABILITY INSURANCE DATE(MM!°1"YYY' 12/31/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NTA T _NAME: Fred Passar0 _ PASSARO LEVERONE& BUCKLEY INSURANCE AGENCY INC P�CNNa Ext. 508)398-2223 1ac,Not: E-MAIL — ADDRESS: fred@pibinsurance.com 239 ROUTE 28 INSURE S AFFORDING COVERAGE NAICp DENNISPORT MA 02639 INSURER A: AIM MUTUAL INS CO 33758 INSURED -- INSURER B: PATRICK K ORCUTT INSURERC: P &S CONCRETE INSURERD: — 94 WEST WAY INSURER E: _ MASHPEE MA 02649 INSURERF: COVERAGES CERTIFICATE NUMBER: 488009 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR OD[3UB-R POLICY EFF POLICY EXP LTR TYPE OF INSURANCE WVD POUCY NUMBER MMIDD/YYTY MM/DDtYYYYI LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR 3E TO RENTED PREMISES Ea occurrence $ M_ED EXP(Any one person) $ T N/A PERSONAL&ADV INJURY $ ` GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- a --- JECT LOC PRODUCTS-COMP/OPAGG $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident) _ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED I - AUTOS AUTOS N/A ( BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE — AUTOS Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $. EXCESS LAB CLAIMS-MADE N/A AGGREGATE _ ^— $ OED I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'UABIUTY Y/N _X STATUTE EORH _ ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 A OFFICERIMEMBEREXCLUDED? NIA N/A NIA VWC10060061812019A 10/21/2019 10/21/2020 (Mandatory In NH) i E.L.DISEASE-EA EMPLOYEE $ 1.000,000 _If yes,describe under _ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ 1.000,000 N/A I I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached B more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance- The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/twdtw6rkers-compensation/investigations?. PATRICK ORCUTT has elected coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MCNABOLA HOMES BUILDING AND REMODELING ACCORDANCE WITH THE POLICY PROVISIONS. 92 STANHOPE ROAD AUTHORIZED REPRESENTATIVE EAST FALMOUTH MA 02536 Daniel M.Crovafey,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AL��RD® F. CERTIFICATE 4F LIABILITY INSURANCE DATE(MMIDDIYYYY) 12/31/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NTA 7 NAME: Ffed PaSSarD PASSARO LEVERONE&BUCKLEY INSURANCE AGENCY INC PHONE 508 398-2223 Fax E-MAIL — ADDRESS: ffed@plbinSUfanCe.COm 239 ROUTE 28 INSURER(S)AFFORDING COVERAGE NAIC N DENNISPORT _ MA 02639 INSURED INSURERA: AIM MUTUAL INS CO 33758 PATRICK K ORCUTT INSURER BINSURERC: i— P &S CONCRETE INSURER0: 94 WEST WAY INSURER E: MASHPEE MA 02649 INSURERF: COVERAGES CERTIFICATE NUMBER: 488009 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE IN AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES..LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR ADDL UBR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP —- MMIDWYYYY MMIDD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE DOCCUR PREMISES Ea occurrence $ -- MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ ` POLICY E]JECT PRO- ❑ — LOC PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILELIABILITY COMBINED SINGLE LIMIT $ Ea acc dent ANY AUTO BODILY INJURY(Per person) $ �— ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ UMBRELLA LIAR OCCUR EACH OCCURRENCE EXCESS LIAR CLAIMS-MADE N/A AGGREGATE DED I RETENTION$ $ WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY YIN __I PER STATUTE _ �RH ANYPROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 A OFFICERIMEMBEREXCLUDED? NIA NIA NIA VWC10060061812019A 10/21/2019 10/21/2020(Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B.no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance. The status of this coverage can be monitored daily by accessing the Proof of Coverage Coverage Verification Search tool at www.mass-gov/hNd/work4§rs-compensation/investigations/. PATRICK ORCUTT has elected coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MCNABOLA HOMES BUILDING AND REMODELING ACCORDANCE WITH THE POLICY PROVISIONS. M 92 STANHOPE ROAD AUTHORIZED REPRESENTATIVE EAST FALMOUTH MA 02536 Daniel M.Crowley,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Policy Number: Date Entered: 1/17/2020 ACO® CERTIFICATE OF LIABILITY INSURANCE DA17/TE o0,y i/17/Zo20 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, `EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT 'BETWEEN THE ISSUING INSURER(S), 'AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed." If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT - - _ PRODUCER - - NAME: - PASSARO, LEVERONE & BUCKLEY INS AGCY INC PHONE (508)398-2223 FAX (508)398-2224 239 ROUTE 28 IC a A/C.NoL' E-MAIL: P.O. BOX 160 ADDRESS: DENNISPORT, MA 02639 INSURERS AFFORDING COVERAGE NAIC if INSURER A:JOHN RIVER INSURANCE COMPANY - - INSURED DBA MCNABOLA HOME BUILDING & REMODELING INSURER.B: JOHN MCNABOLA INSURER C: 92 STANHOPE ROAD INSURER D: EAST FALMOUTH, MA 02536 INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR - POLICY NUMBER MM DIDYM'YY MM DDPOLICY/YYYY LIMITS LTRINS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED I CLAIMS-MADE OCCUR 00099176-0 /17/2020 /17/2021 PREMISES tEaoccurrence)_1$100,000 MED EXP(Any one person) $5 r 000 PERSONAL&ADV INJURY $1 r 000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY❑JECOT- LOC PRODUCTS-COMP/OP AGG $2,OOO,OOO i OTHER: $ AUTOMOBILE LIABILITY MBINED SINGLE LIMIT EaCO accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA 4LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED' (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under. DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE 367 MAIN STREET SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS, MA 02601 AUTHORIZED REPRES RES S —� ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Plus software.www.FormsBoss.com;Impressive Publishing,LLC 800-208-1977 ACO® CERTIFICATE OF LIABILITY INSURANCE F DATE(MM/DD/YYYY) S 1/21/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Karen Bernier Eastern Insurance Group LLC PHONE. xt: 800-333-7234 X59559 FAX. No;781-586-7704 233 West Central St E-MAIL ADDRESS:kbernier@easterninsurance.com INSURER(S)AFFORDING COVERAGE NAIC p Natick MA 01760 INSURERAMerchants Preferred Insurance INSURED INSURER B Merchants Insurance Group 23329 Rons Excavating Inc INSURER C: 81 Echo Road Unit #1 INSURER D: INSURER E Mashpee MA 02649 INSURERF: COVERAGES CERTIFICATE NUMBER:2019 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 A CLAIMS-MADE X OCCUR PREMISES Ea occurrence $ CMP9148246 5/1/2019 5/1/2020 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICYF_J PRO- ❑LOC JECT PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident B ANY AUTO BODILY INJURY(Per person) $ 11000,000 ALL OS rx SCHEDULEDMCA7013915 8 16/2019 8/16/2020 BODILY INJURY(Per accident $ 1,000,000 AUTOS AUTOS / )X HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ 1,000,000 MEDICAL PAYMENTS $ 5,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 BRDED XCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 I X I RETENTION$ 10,000 CUP9147746 5/1/2019 5/1/2020 $ WORKERS COMPENSATION X PER X I OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 11000,000 OFFICERIMEMBER EXCLUDED? N❑ N/A B (Mandatory in NH) WCA9094537 5/1/2019 5/1/2020 E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION mcnabolahomes@gmail.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE McNabola Homes and Building Remodeling THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 92 Stanhope Rd ACCORDANCE WITH THE POLICY PROVISIONS. Falmouth, MA 02536 AUTHORIZED REPRESENTATIVE John Koegel/KBERNI ��- 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 rgmann ICe.nterville=Osterville-Marstons Mills: Water Department P.O.BOX 369-1118 MAIN STREET OSTERVILLE;MAS8ACHUSETTS 02655 04- www.commwater.com OFFICE.OF BOARD OF WATER COMMISSIONERS WATER WATER SUPERINTENDENT ' DEPT. . TEL.No.508-428-6691 FAX.No.5081428-3508 December 1.8, 2019 Town& Barnstable Bu,ilding Division Via Fax-508=790=6230 RE: 16.4 Annable Point_Rd To Whom It May Concern: This letter is to inform you that currently COMM Water Dept. had a water service at the.above mentioned address that.has been disconnected for the purpose of demolition as of December 17, 2019. If you have any questions regarding this do not hesitate to contact our office Monday through Friday, 8 00AM until 4:30PM. Thank you. Sin erely, Glenn Snell, Asst. Superintendent Centerville-0sterville-Marstons Mills Water Department GES/bf A o nationalgrod December 30, 2019 Thomas G. Fisher 10 Oak Ledge Dr. Braintree, MA 02184 RE: 164 Annable Point Road Centerville MA This letter is to confirm that there is no live gas service to the above property. I can be reached directly at 508-760-7439 should there be any further questions. Sincerely, w-Ax, Ellen Whelan Gas Connections Rep National Grid 127 Whites Path S. Yarmouth, MA 02664 (T) 508-760-7439 E RS ' E V 247 Station Drive Westwood,Massachusetts 02090 ENERGY December 18, 2019 Thomas G Fisher 10 Oak-Ledge Dr Braintree, MA 02184 RE: WO#2374066--164 Annable Point Rd, Centerville, MA 02632 Dear Thomas G Fisher: At Eversource, we're committed to delivering great service,., This letter serves as confirmation that, as of 12/18/19, the electric service to 164 Annable Point Rd, Centerville, MA 02632, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. i rely, Wanda Pimen 'I Electric Services Support Center Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for'their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or bi ldmg appurtenant thereto shall not because of such employment be deemed to be an employer" MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings„in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers''compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary;supply sub-contractor(s)name(s),addres (es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials + Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in'the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit'one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city of town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts j Department of Industrial Ac ddents Office of Investigations 600 Washington Street Boston,MA 02111 - Tel.#617-727-4900 ext 406 or 1-877-MASSAM Revised 4-24-07 Fax#617-727-7749 www:mam.gov/dia The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invesfigadons 600 Washington Sheet Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print L 'b- . Name(Business/Orgmization/Individual): i�� �1,V1' 01A 1 11 Vk Address: City/State/Zip: . Phone#• Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with- 4. I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have g, [RDemolition working for me in any capacity.acit3'• employees and have workers' _ 9. ❑Building addition [No workers'comp.insurance comp•insurance. rec*ed.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp.. right of exemption per MGL 12.❑Roof repairs insurance required.)t c. 152,§1(4),and we have no employees.[No workers' M❑Other comp.insurance required.] *Any applicant that checks box#1 must also fiU out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. , 1 am an errrployer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. �--� Insurance Company Name: \ UL �\V cc�- 1-►n-sJ4rAV\f- cov,,-�ay,-/ " z a Policy#or Self-ins.`Lie.#: , Expiration Date: Job Site Address: City/State/Zip:(�f,rA� t- +,lct. Nk-I Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certi and th pains and p n •of perjury that the information provided above is true and correcL Si gnat ✓ Date: Phone#• ^_ �� 4. Ojjkkd use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone M Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, M husetts 02118 Home Improvem=W tractor Registration Type: . Individual JOHN MCNABOLA NZ Y, —tls Registration: 193223 DB/A MCNABOLA HOMES BUILDING&R Expiration: 09/26/2020 92 STANHOPE RD i •- '> FALMOUTH,MA 02538 Update Address and Return Card. SCA 1 0 20M-05/17 �7 .......................................... ..-, ✓�e (�Nrurea�u�e¢��i o�.�a�1¢c�uleGGi Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR iRegistration valid for Individual use only TYKE Individual before the expiration date. If found return to: Reqj�� lExc ri24 Office of Consumer Affairs and Business Regulation t}� J09/26/2020 i 1000 Washington Street'-Suite 710 JOHN MCNAB ,� ,—�i `' Boston,MA 02118 DB/A MCNAB(4A DING&REMODELING JOHN MCNABOL`/�F . .j` 92 STANHOPE RD`''rz � `CG•�.G� FALMOUTH,MA 0253$" Undersecretary Not acid without signatur Construction Supervisor Unrestricted -Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed t Commonwealth of Massachusetts Division of Professional Licensure space. t Board of Building Regulations and Standards Cons�rtt � isor f CS-104213 f 4 1�pires:06/18/2621 JOHN R MC1�►BOU 92 STANHOPE.RO EAST FALMOUTH ` l Failure to possess a Current edition of the Massachusetts ' State Building Code is cause for revocation of this license. 1'01S For information about this license Call(617)727-3200 or visit www.mass.gov/dpl Commissioner Do Effective Date: January 24th, 2020- Western SuretyCompanyiLDING DEPT. r LICENSE AND PERMIT BOND JAN 2 4 2020 r , r KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 6494 5 BARNBTABLL Thatwe, JOHN MCNABOLA DBA MCNABOLA HOMES BUILDING & REMODELING r of EAST FALMOUTH ; State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts as Obligee, in the penal sum of Six Hundred and 00/100 DOLLARS ($600.00 ), lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Highway Permit by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until January 24th 2021 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thirtpV' ° days from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh� l 'Z;p'&,l ` lieved from any liability for any acts or omissions of the Principal subsequent to said d � 9%6f' he number of years this bond shall continue in force, the number of claims made a 's is bo the number of premiums which shall be payable or paid, the Surety's total limit of 1� � y shall not e eximulative from year to year or period to period, and in no event shall the Surety's total .0,,M, li Y , a A exceed the amount set forth above. Any revision of the bond amount shall not be cuuiv�e. e�` OMO Datedthis 24th day of January 2020 MCNABOLA H ES BUILDING - & RE ODELING' Principal r v r Principal WESTE ;;)S�UfRET COMPANY rBy- Paul/• J T. Br at,Vice President r Form 532-11-2019 , r P. r � 0 - - - - ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 24th day of January 2020 before me,the undersigned officer, personally appeared Paul T. Bruf lat ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY CO a corporation, COMPANY, oration, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. ` }bbbbbbbbbbbbbbbbbbbbbbbb} a L. Bauder NOTARY PUBLICE S pAbSOUTH DAKOTA�.r Notary Public—South Dakota }yybbbb4ybbb�ihbbbbb�i�+bbb} My Commission Expires January 29, 2022 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF On this day of before me personally appeared known to me to be the individual_ described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of ,before me personally appeared who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public C CCS Q E4 O a ^ U o a sonz AZ ci a � rn o Z ° W Z 4J 0.0 v C" ° ° a 0 CC f� Western Surety POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii; .Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint . Paul T. Bruflat of Sioux Falls State of South Dakota , its regularly elected Vice President as Attorney-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Highway Permit Town of Barnstable bond with bond number 64949825 for JOHN MCNABOLA DBA MCNABOLA HOMES BUILDING & REMODELING as Principal in the penalty amount not to exceed: $ 600.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds, policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 24th day of January 2020 ATTEST WESTE N URET COMPANY By L.Nelson,Assistant Secretary Paul T ruflat,Vice President �gg4�61#II9496�p�„ y STATE OF SOUTH DAKOTA ,•° ss COUNTY OF MINNEHAHA �� . u 4,, On this 2 4 th day of January 2020 before me, a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn, acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. }��eg�,y�.hyyyhhg�w�e�5�e�e�o�o�ti} 8 J. MOHR p s SEAL NOTARY PUBLIC SEAL p f�SOUTH DAKOTA p Notary Public +aysaayaya4yayayy4yyyyy�,} My Commission Expires June 23, 2021 To validate bond authenticity,go to www.cnasurety.com >Owner/Obligee Services>Validate Bond Coverage. �i Form F1975-1-2016 ��� f Western Surety RIDER It is hereby mutually agreed and understood by and between the principal and Western Surety Company, that instead of as originally written: The description has been changed to read: Highway Permit Town of Barnstable Job location: 164 Annable Point Road, Centerville, MA 02632 No further changes other than above. Nothing herein contained shall be held to vary, alter, waive or extend any of the terms, limits or conditions of the Bond , except as hereinabove set forth. �g`0�R*898Qmei0g8 . s lei e b ®® s effective on the 24th day of January 2020 , at the h" ''o'clock a.m., standard time. � �a d th a, 4ming part of Bond No. 64949825 issuNZ, a��® WESTERN SURETY COMPANY of Sioux Falls South Dakota to John Mcnabola dba Mcnabola Homes Building & Remodeling Signed this 24th day of January 2020 W E SURETY COMPANY By �✓`- Paul T. Bruflat, ice President �y Forth F5147-11-2019 �.� Western Surety POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada,New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota , its regularly elected Vice President as Attorney-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: Highway Permit Town of Barnstable Job location: 164 Annable Point Road, Centerville, One MA 02632 bond with bond number 64949825 for John Mcnabola dba Mcnabola Homes Building & Remodeling as Principal in the penalty amount not to exceed: $ 600.00 . Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds, policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies,undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 24th day of January 2020 ATTEST WESTE N URET COMPANY By L.Nelson,Assistant Secretary Paul T ruflat,Vice President STATE OF SOUTH DAKOTA .x ss COUNTY OF MINNEHAHA On this 24th day of January 2020 before me, a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn, acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. }gwagg�e5hy�,hhgyy��,�y��ee,} s J. MOHR p s SEAL NOTARY PUBLIC s , i f�SOUTH DAKOTA a Notary Public +ay,yaaatiyayhy�.hh�.hyayyy t My Commission Expires June 23, 2021 To validate bond authenticity,go to www.cnasurety.com >Owner/Obligee Services>Validate Bond Coverage. 4Wy Form F1975-1-2016 i.M Application Number.......... ............................... Section 9,7 Construction Supervisor NameaaC1�fi�� - Telephone Number IS ID Address �bty, City mw-,. State Zip ®?s 3>-(Z, License Number License Type G Expiration Date ~Contractors Email NawAt E C,d wkA ` Co ice^ Cell # 'SC) e I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required 80.CMR and the To f Barnstable.Attach a copy of your license. ` Signature �_ 'Date ' 5 , ld�vd, 0 Section 10—Home Improvement Contractor Name 3 k , 'K�I l u'LIA- Telephone Number �.`�'�' L_I SD® Address_ City jy\k,�, State Zip Registration Number \94, Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and. documentation required 780 CMR and the TON3M of Barnstable.Attach a copy of your H.I.C... Signature Date / 5 Section 11 —Home Owners License Exemption Home Owners Name: i Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the'Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature _ Date a4POA0 Print Name C Telephone Number E-mail permit to: 0141 n s �, (1&7 %%k kC't)VV\ Last updated: 11/15/2018 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval Section 13— Owner's Authorization as Owner of the subject property hereby authorize �M C. I�����. .S� to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) 1 Signature of Owner date Print Name , i - T Last updated: 11/15/2018 `1 boll J.C) I . f Client#: 712698 BAXTEINC ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 9/25/2019 THIS CERTIFICATE.IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: USI Insurance Services LLC ONE FAX No,Ext:855 874-0123 A/c,No L 3 Executive Park Drive,Suite 300 E-MAIL Bedford, NH 03110 ADDRESS: 855 874-0123 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Old Republic Union Insurance Company 31 143 INSURED Baxter Inc INSURER B;Pennsylvania Manufacturers Assoc.Ins. 12262 10 Bay View Street INSURER C•Granite State Insurance Company 23809 West Yarmouth,MA 02673 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LT TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY ORANGL00036000 3/29/2019 03/29/2020 EACH OCCURRENCE $1 OOO 000 CLAIMS-MADE OCCUR PREMISES Ea occur°occurrence $50 000 X BI/PD Ded:5,000 MED EXP(Any one person) $none PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X I JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY 1519011071869 3/29/2019 03/29/202 E�ec.,deDtSINGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED X PROPERTY DAMAGE AUTOS ONLY X AUTOS ONLY Per accident) ccident $ $ A UMBRELLA LIAB OCCUR ORANXS00021900 3/29/2019 03/29/202 EACH OCCURRENCE s5,000,000 �( EXCESS LIAB CLAIMS-MADE AGGREGATE s5,000,000 DED RETENTION$none $ B WORKERS COMPENSATION 2019011071869 0/06/2019 10/06/202 X PER 1. OTH- ANDEMPLOYERS'LIABILITY Y/N TATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? N/A E.L.EACH ACCIDENT $1 OOO OOO (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1 000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Riggers 02LX0670460334 3/29/2019 03/29/2020 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) **Workers Comp Information** Proprietors/Partners/Executive Officers/Members Excluded: Jonathan H Baxter, President The General Liability and Automobile policies includes an Additional Insured endorsement that provides (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION McNabola Homes SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 92 Standhope Road ACCORDANCE WITH THE POLICY PROVISIONS. East Falmouth, MA 02536 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 2 The ACORD name and logo are registered marks of ACORD #S26650864/M26648147 FXDZP 1 Town of Barnstable 7 Building Post!ed n;Job�andthis Card Must� . •AS& P Until Final Inspection lias Been Made € Permit "'"" �`''' " " Re ui'red' such B ldin shall Not be Occu ied u�nt l a Final ins"echo" has been.made 1 el mit s Wherea Certificate ofOccupancy is q g p p Permit NO. B-19-2411 Applicant Name: FISHER,THOMAS G& LEANNE Approvals Date Issued: 07/25/2019 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 01/25/2020 Foundation: Location: 164 ANNABLE POINT ROAD,CENTERVILLE Map/Lot: 211 014 Zoning District: RD-1 Sheathing: Owner on Record: FISHER,THOMAS G&LEANNE ;; Contractor,Narne Framing: 1 Address: 10 0AK'LEDGE DRIVE s ContractorLic nse 2 BRAINTREE, MA 02184 p Est Project Cost:' $0.00 > Chimney: Description: 10'x16'shedrrnitfee: $35.00 Fee�', Pa Insulation: id. $35.00 Project Review Re `• , 1 4 z Date 7/25/2019 Final. : dr-- Plumbing/Gas Rough Plumbing: " ! k Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authored by this permit is commenced withm x months�after.issuance. All work authorized by this permit.shall conform to the approved appl1c tionland the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be incompliance with the local zornng by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for publicnspect on for the entire duration of the Final Gas: work until the completion of the same. _ tm� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and;Fire Officials are provided on this,permit. Minimum of Five Call Inspections Required for All Construction Work ; Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is°installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy , Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: I BUILDING I N G n EPT Town of Barnstable JUL 2�5 2019 BARNSTq Building Department Services TOWN OF Brian Florence,CBO BLE ensxsru Building Commissioner N 039. 200 Main Street, Hyannis,MA 02601 Ep s www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT — `► FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less a ll Location of shed(address) Village Property owner's name 'Telephone number Size of Shed Map/Parcel# Qoy C E-Mail S1�ev, e �� l t Signature Date Hyannis Main Street Waterfront Historic District? 1 " Old King's Highway Historic District Commission jurisdiction? f�► U You must file with Old King's Highway Conservation Commission(signature is required) Ulf`1 Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN forms-forms Q g REV:08/6/17 Centerville-Osterviifle-Marstotes Mills Water Department P.O.BOX 369-11.35 MAIN STREET OST.ERVILLE;MASSACHUSETTS 02655 www.commwater.com OFFICE OF � �� BOARD OF WATER COMMISSIONERS WATER SUPERINTENDENT DEPT;�y TEL.Na.508-429-6691 SANS FAX,No.508-428-3508 December 18, 2019 Town of Barnstable ; v Building Division . Via Fax-508-790-6230 . 3 RE: 164 Annable Point Rd ao To Whom It May Concern: This letter is to inform you that currently COMM Water Dept. had a water service at the above mentioned'address that has beeri disconnected for the purpo. e,of demolition as of December 17,.2019. If you have any questions regarding this do not hesitate to contact our office. Monday through Friday, 8:00AM until:4:30PM. Thank you., Sincerely, Glenn Snell, Asst. Superintendent Centerville-Osterville-Marstons Mills Water Department GES/bf i F 3 BUILDING INFORMATION MODEL:- COLONIAL—CTM, #19212 SPECIAL USE PROVISIONS , APPLICABLE BUILDING CODES,- 164 E, MA 02 32 LOCATED —780 CMR, MASSACHUSETTS STATE CONDITIONS LIMITATIONS PROJECT SITE: CENTERVILL -BUILDING MAY NOT BE LOCATED WITHIN FIRE LIMITS. BUILDER/PURCHASER: AND AROMODEOI ESLLC BUILDING HOUR " MINIMUM yyODE REQUIRED SETBACK FROM LOT LINES WITH 0 RESIDENTIAL CODE 9th EDITION -BCP SHALL BE RESPONSIBLE FOR HOUSE LOCATION ON LOT —248 CMR, THE M ASSACH U SETTS STATE S TURNKEY: TOM FISHER -ALL CEILING GWB TO BE MECHANICALLY FASTENED -WHOLE HOUSE VENTILATION SYSTEM TO BE DESIGNED, SUPPLIED, PLUMBING and GAS CODE AND INSTALLED ON SITE BY B/P WITH A MINIMUM CONTINUOUS FLOW USE GROUP: SINGLE FAMILY RATE OF PER TABLE M1507.3.3(1). -2017 NEC W/MASSACHUSETTS -FANS USED FOR WHOLE HOUSES VENTILATION MUST HAVE A SOUND CONSTRUCTION TYPE: WOOD FRAME(VB) RATING OF MAXIMUM 1 SONE AMENDMENTS DUCT TIGHTNESS AND BLOWER DOOR TESTING BY HERS RATER ON First Floor = 1,480 SQ.FT. SITE BY B/P —2015 INTERNATIONAL MECHANICAL AREA: Second Floor =1,193 SQ.FT. Total= 2,673 SQ. FT. -DWELLING IS SOLAR PANEL READY -SITE CONNECTIONS TO BE VERIFIED BY CONSTRUCTION SUPERVISOR VOLUME: 35,801 C U.E T.(,&2 Family) for construction control (� " THIS HOUSE IS REPLACING —201 5 IECC W/AMENDMENTS BUILDING HEIGHT' 28 —0 5/8 EXISTING HOUSE THAT IS TO BE <� DEMOLISHED & REMOVED. ro 18 20� NUMBER OF STORIES: 2 EXTERIOR ENVELOPE THERMAL o N FB 1 ST FL = 7 A 48 hour notification is required prior to the set.The CSL on record will relay this to PERFORMANCE U VALUES q DESIGN OCCUPANCY LOAD: 13 — R 2ND FL- 6 ( ) the local building-authority. If any connections have been concealed prior to q inspection, the building official may request having the removal of elements that B p 9 Y q 9 SPECIAL SYSTEMS conceal the connections to provide access. This would not constitute"Destructive SEE ATTACHED R E S C H E C K Dis-assembly".All connections on site must be inspected by the local authority. FIRE ALARM PHOTO ELECTRIC - COMPLIANCE REPORT Q z SYSTEM TYPE. SMOKE & CO DETECTORS HEATING SYSTEM TYPE:PE. _ .. L, � a FIRE SUPPRESSION NA HEAT INSTALLED ON' SITE BY B/P DRAWING INDEX REVISIONS W o SYSTEM TYPE: HEATING SYSTEM FUEL: PAGE # DESCRIPTION N/A va RESCHECK- 10 PAGES w SHALL B E THE RESPONSIBILITY TRUSS PAGES- 2 PAGES � o OTHER: NA STRUCTURAL CALCULATIONS- (B)PAGES v 2 f DESIGN LIVE LOADS (PSF) OF BUILDER/PURCHASER D COVER PAGE � 1 ELEVATIONS II`__ m a WALL (WIND vuit) 140 MPH HEATING SYSTEM CHIMNEY 2 FOUNDATION PLAN � � CD OR VENT TYPE: 3A FIRST FLOOR PLAN Lij 22 � w FLOOR: 1st = 40 .2 n d = 30 3B SECOND FLOOR PLAN � h- �, � SHALL BE THE RESPONSIBILITY 3W SHEAR WALLS u_ C ROOF (SNOW): 40 4 CROSS-SECTION OF BUILDER/PURCHASER 5A FIRST FLOOR PLUMBING PLAN CORRIDORS: NA 6A FIRST FLOOR ELECTRICAL PLAN THIRD PARTY I N F 0 R M A TI O N 8 STANDARD NOTES AND DETAILS STAIRS: 40 — TOTAL # OF PAGES IN SET = 30 PAGES BALCONIES NA PFS Corp. OTHER: NA 1115 Old Berwick Road �qneE`.zea,C '� ��ki1he �� he:mr_rztut�-,G.xt►an C.the�ikd'[!a tail-,ir-�etw 3.CJGyY and naG tLt(bS h .en cS Rec�ardll_lz�gni Bloomsburg I _ , PA, 17 815 rr lesaaal r,�j t���rr;,azl 1:ems Wed 1370 by by gathers,fay E 'im'..an:sire. mac.are to:tge: TPIA #2, 04/30/20 £sign4edbyanwsezEdp:a,pss a,�.aruj ae riot desilg ed in this ppforaal. STATE LABEL LOCATIONS Q- st FLR 'A' Box -HALL CLOSET M A S S A C H U S E T T S °' N � 1st FLR 'B' Box - ��e Under kitchen sink on COVER SHEET . 1 right side PFS CORPORATION JOHN A m U2nd FLR 'C' Box - Approval Limited to.Factory Built Portion Only WALLEN • CD D MBDRM CLOSET NO."57 Westchester Modular Homes Inc : i 2nd FLR 'D' Box - State: Massachusetts Offices and Manufacturer Plant � a m G.BTH LINEN Signature: y%..,ol./2.,n/� �a#3 " 30 Reagan Mill Road, Wingdale, NY, 12594 > r * Inspection Agency Label Title: Staff Plan Reviewer a Tel (845)832-9400 Fax (845)832-6698 i O * Data Plate is under Date: 2/10/20 CC CL CL kitchen sink on right side 21712020 Manufacturer No. MCI 16 CO Q O. (one per unit) - I k Expiration Date: 04130120 ARTY THIRD P INSPE T1ON A EN Y ARCH Y 0 P Fle Bi4neer:Seal on tlese daasvngs ir.:appficahle tiD NOTES FOR SOLAR-READY ZONE: he moaulav Padtion c.the GFaldim,Witfn the 1. SEE ROOF SECTION(S).DESIGNATED AND RESERVED FOR THE FUTURE INSTALLATION OF A SOLAR PHOTOVOLTAIC OR;SOLAR THERMAL SYSTEM. (300 SF lacpwky°:and is,nc.:ID the men as Remit!IDe�gm MIN.) 7ales~ianal lbw to iml..ifleais noted B1'%by 2. SOLAR READY ZONES SHALL BE FREE FROM OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO VENTS, CHIMNEYS, AND ROOF-MOUNTED EQUIPMENT. n -others, gi I-sGed,7 �tdE wl c are,Ea an 3. SEE COVER SHEET (PAGE 0) FOR ROOF DESIGN LOADS. m rmcflt,&ed �a reinted p pinvalaxratl0lt EI➢d } (NOTE: THESE LOADS ARE FOR THE ENTIRE ROOF AND HAVE NOT BEEN REDUCED). n' c1EsbT1Ed.�1 lhr�cppraral' U Z 4. A 2"PVC CONDUIT SHALL BE INSTALLED FROM THE BASEMENT TO THE ATTIC, LOCATED IN THE VICINITY OF THE ELECTRICAL SERVICE PANEL. W 5. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW INSTALLATION OF A DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR f, ELECTRIC INSTALLATION AND SHALL BE LABELED "FOR FUTURE SOLAR ELECTRIC." THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE Q (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION. 6. A PERMANENT CERTIFICATE, INDICATING THE SOLAR-READY ZONE AND OTHER REQUIREMENTS OF THIS SECTION, SHALL BE POSTED NEAR THE ELECTRICAL PFS Corporation DISTRIBUTION PANEL, WATER HEATER, OR OTHER CONSPICUOUS LOCATION, BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. F Northeast Region LLJ APPROVED o-0 va tan H Raup-3 Z 2/10/20 ' 12 Approval limited to _ —12 _ _ c eb�] Factory Built Portion S nN 9 d cm REVERSE GABLE BY B/P� ® 28 B® — 12 12 Q 3.5 + PORCH BY B/P -RETURN BY B//P= IITII 111 11 HITJOHN A Q WALLEN • ®. Lill TITIII i i ® N0./$St alull IIITII Tull WIT ` I I i I I I 21712020 a i _ ......a - ... ALL XT.STAIRS, STEPS, RAILS do GUARDS BE m D� IGNED, SUPPLIED AND INSTALLED BY I I > I I I I I I I IC9 FRONT ELEVATION ] ] L RIGHT ELLS TATION Q\ Q N 0 0 0 o TT v J *ALL SIDING, CORNERS, PICTURE FRAME, o Y SOFFIT & FASCIA ON SITE BY B/P* W U 0 Li n/ V V 00 ri. U cn m w �2 t0 N _ I Y PLUMBING VENT p C >OQ STACK a0 N O ; Un 12 - Z o / \ Z 00 . 00 O Q �/ i ] B//pp IS RESPONSIBLE FOR WEATIER a X NOTE: RIL1AOTECnON PITCH OF FlNISH ROOF LLJ o>' PORCH ROOF TO BE STRUCTURALLY MATERIAL @ scuPPERs To GRa Jm -O c WATER TO EXI"I INDEPENDENT, DESIGNED AND i z S O 3 O SUPPORTED LATERALLY ON SITE BY - - -- z ® 1 —C3 B/P. ON-SITE ROOF TO BE a G� APPROVED AND INSPECTED BY THEj ROOF BY B/P TO o w �o a1 LOCAL BUILDING INSPECTOR ACCOMMODATE DRIFT LOAD ® , In �-. L� O 12 Q � � v � IT 111 a� E_ = RETURN BY B/P Q z LUAL N m •I I O] J M O > O I I 10 Lj - 1 f DECK BY B z = wo(_ Ow ¢ �� 7 Q) Lj ma 0 m X� O a rn _j r LEFT ELEVATION i REAR ELEVATION a Ncy)< v C7— C4 0) LLJ Z� O Op (D If LLJ (n O En N o0 V) I . . . . . . . . . . . . _ . — . . . . . . . - - - - - - . . . . . . . . . . . . — . — . _ . . . . . . . . . . . . . i I I SCREENED Z. DECK IN PORCH I 0 ABOVE 62'-0" ABOVE o Q 1 Z PFS Corporation 0 I 48'-0" 14'-0" 1= Northeast Region W=909# LF - 2'-1�" 'd 9'-6" 2'-4" ;° 18'-6" '�-2" 10'-0" 3'-7" APPROVED I II III `II # g - 11 II II Q H RauP _ S '-8 1 4 I 42'-7 1/2' 11 8 1/ -0 1/4" 9'-11 3/4" Z 00 a a- a ---- 94 Approval limited _ 54 - -------------- FaoryBillPortion 31 ------------------------------ a � # - --------------- 1O - -- -------- - ------------ ------------------------------------- d 3645 FOUNDATION WALL _4Z - -------------- FOOTING I 945 � I I BEAM DESIGNED BY THE UILDERS GONq - CRAWL SPACE MA PE OR RATOTHE LOAD LISTED. LO ia •e. N I (ACCESS BY B/P) TO BE APPROVED AND INSPECTED BY \I I t w I �8' THE LOCAL BUILDING INSPECTOR I I N= j 14945 1 I I COLUMNS LOCATED FOR POINT LOADS ABOVE ARE DIMENSIONED; M ellI I OTHERWISE, MAXIMUM SPAN BETWEEN COLUMNS IS • = 10'-4" I I II I I I I iv II I Im N 3 I j 6'-8" -9" 6'-0" 5'-6" 15'-11" I I1�14'-3 - Q I I W=676/j LF W=1, 4# Lf W=676// Lf W=1,154# LF W=676 I I I°o I I jr, c i i N m d n - - r-11 --� II' ' I I �I JI JI a - ------------------� 1 a a -� I I r- _-I t N 54310. 1 I I I I I I I I I I I I 1 a � 3 5431 _ _ L_ L_ J - _ 4 LALLY COLUMN L-----� 1 5/4 n & ROOF O � o1 DE 1 N 5431(A i COLUMN FOOTING ; I ABOVE a I I 137.I _ . — —� . _ . _ . 0 0 1 1 1 N Erpd9'oeer Se-st.Gil Ids�diawi s is a�Cdl1e b7 `` I I 1 1 mod'aitar Dnih n of 1he IbiAdi g ibun.in ltti n N I I 1 I - aclory,and is arrant to lbe ialoen�as F�aord Dmsu3n z 30 I I 494b I rooessional for m�I�nk3Ct Items noted Elm,by vr-i w I I I I a HP,by oiAers,B7��Id r,on srty,eir are do lbs 5 I I I 1 N e:vgna�iy a c� Fo stmed od-essieml an� .a nd aimat des^tnedl in this.aWawal. 11 co 6l I I U v ao � I d N �Nrn 9 GN 441 3645 I OAP -- j I I I � is W=909// LF 1 a >CO Y3 --------- --------------------------------- ___________________ 945 pN O ; PORCH ABOVE00 I N V n =z 2 4" 1O'-9" 26'-1 1/2" 10'-11 1/4" 00 o i;yQ � am � x o — . — . _ . — . 48-0 = aJ 0IM 3O 0 En Qr C) HOLDDOWN LOCATION V) o w LOAD (Ibs) AND REQUIRED LOAD (BY B/P-U.O.N) J _ -M FOUNDATION NOTES: Q W 00 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. ~ J` c LO � COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS, APPLICABLE W Z `Q U LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED ARCHITECT o y o OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. 2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND CODE m_j 0 O M COMPLIANCE OF.ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) STRUCTURAL, In V) p a PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE SEPARATION. � f Z w Q �® 3) LALLY COLUMN SHALL BE MINIMUM 3 1/2"0 STEEL PIPE WITH 8"x8" TOP PLATE. ��d O THICKNESS OF THE TOP PLATE SHALL BE DESIGNED BY PE/RA TO SUPPORT LOADS GIVEN. Q O O LJL- NA � Z 4) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. � m K � O r 5) CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. Z p Z a C (v\ Q N Z U04 AF 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND INSTALLED Q BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE,SHALL BE NO PROTRUSION ABOVE � Li>- j c TOP OF SILL PLATE. O_ 7) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR ENCLOSING THE BASEMENT STAIRS W ZQ O �0 O w II AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE WITH ALL APPLICABLE Ld N< O rnCy N ENERGY CODE REQUIREMENTS N p 80 PFS Corporation PORCH ROOF TO BE DESIGNED & Northeast Re ion SUPPORTED LATERALLY ON SITE BY B/P V 9 SCREENED z APPROVED LLJ IN PORCH H Raup-3 DECK BY B/P Q 2/10/20 BY B/P 62'-0" o Z Approval limited to O Factory Built Portion 48'-0" 14'-0" UJI F U 13'-10 1/2" (L N Z 4177# ((2)9 1/4 MICRO HEADER 5,093y CTR6010 EXT. 5,093q (2)9 1/4"MICRO HEADER 4177 431# FWG6080" FWG3380S (a)2x8 C335 (4)2x8 FWG10080-4 # Pf 2,708N 2 708N � - - (i)2 2 70xt 3 45# (1)2x ('1)2x Paz 1ere�P ie+z z9 �ea2 (1)2x (t)2x6 4410S11 \ IZ DM SB36-UT S DW PREP B18 O O BD38-SD 4945#. Q J/v4N to DINING ROOM �I ® KITCHEN �jjo o _ �.. ®17'-6" x 12'-8 1/2 10 a v3D N /� 14'-4" x 12'-8 1/2" d m — T)1�2" x tf "MIC o--- FL — d ° l�l N U B38 B2� B36 U SL \ �L. 5_6" _4 4945# to L I 2187# III LIVING ROOM a N I i� JOHN A- \D o I WALLEN .� KITCHEN NOTE 15'-2" x 26'-2" in -RAISE CABS 3/4° i -DELUXE CAB'S ww I m I w NO,4U7 -2 3/4' CROWN MOLDING v> = I '' -COUNTERTOP BY B/P I o�om �m I cxz W ; 4F01 SLOPE aZomm m I mo� d CEILI�J9 L210-4 iv 5 31# 3 (2)2x10_-2ND FLEA.MOD] HANGER (4)1 1/2°x 5 1/2°MICRO-CLG[EA.MOD] �ii�v49451. 5118 ` _ _(4)1 1/2'x 9 1/4°MICRO-2ND FLEA.MOD] `��� --(IX)0- A60 /g� - N 5431 8)yx4 (1 10A 8J69# r0- 2 2x 94t5 DEADCOIT• 2738# 3032 2738# (5)2x a o ) A "yz�J DECK & ROOF �I 1•� o 5 31# I ga�o BY B/P \� N I m 12°PANTRY a3 c> 3 OL cj m 10a n Tx3{Erct}�rie Sesi,.m 1►ese:rhare��.is app icabie'bo = I C C m •BnisE v 4945# I PnB moddar porUart crl the,tolldrQ Will in the, 5 = z� OFFICE I ICE -- - 'm ec WC 3/4N• E � BGlory,and is wol to be men a5 F#�ord Desm N -- -� - - rD lessi har�u Iprgecl. Cresns Braledl WO"ty, 3 Up w o by crG�s,toy Bui*Jes ion sba,Eica..are,Il0 be 13'-10" x 12'-8 1/2" r� esignedl by a ne lered Pe�ssional•Ga she.arxi N CU v c0 4945 2 not das=igm*,in'this 4aproydl. .L.f.� � c"(n 3 45# 4410# . .. I — cV to rn ^ I r��� 1005 5606 DOS `o M at3t# 3046-2 1667# C14T C 4 1e87# 3045-2 a9as o N J O ; PORCH ROOF N V = z T-7" 10'-5" 6'-0" BY /P 6'-0" 10'-5" 7'-7" 00 a a i v go ti La o CO i a r1/ O 3 0 *9'-0"1ST FLOOR CEILING HEIGHT* N o Zz O � *ANDERSEN 400 SERIES WINDOWS W/GRILLES IN TOP SASH ONLY* J ^" � Q �' —N I __ —5 PANEL MDF INTERIOR DOORS Q � ali 00 -.1x4 CASING & 1x6 BASE TRIM Q z � o� 0 N rr U) m Jai W w o o �/ ®®. � zOf p o =j� wa z =oom LIGHT & VENTILATION SCHEDULE (SF) o o w O ®® z 0 _j .. _ ROOM AREA LIGHT SUPPLIED VENT SUPPLIED Q v, � LIVING ROOM 397 77.3 45.59 0 U z N z M ¢ rn w DINING ROOM 182 Q m o o KITCHEN 222 18.2 9.20 (n _j� OFFICE 176 35.6 15.66 Lu u)Q v 1 1 1 I 1 1 } I I U I I Z I I w I I Q 48'-0" I I Z I O 12'-6" 18,-0" 12'-6" 2'-6" U 6'-3" 6'-3" 6'-3" 6'-3" FPORCH ROOF TO BE STRUCTURALLY I a- INDEPENDENT, DESIGNED AND SUPPORTED 1cn LATERALLY ON SITE BY B/P. ON-SITE I Z PFS Corporation ROOF TO BE APPROVED AND INSPECTED 1 4177# 3046-2 (29205// 2'9201 304 -2 4177# BY THE LOCAL BUILDING INSPECTOR i Northeast Region (2)2x (2)11 1/4" MICROLAM DROP HEADER _ _ < APPROVED I I -______--___ LINE OF MODULE-BELOW-------------1 a H Rau 3 -- -- __ p- ------------------- - 45# DECK BY WMH 4410# MAX ALLNOWA BLE 00 WALL LOAD 0 2/10/20 J2xe JOIS75 W//3 4"PLYWOOD BY WMM.B/P IS RESPONSIBLE FOR - 1 WEATHER PROIECT4.PITCH OF FINISH ROOF MATERIAL k ELEVATE RAIL #� -------- --------------- -{ _ Approval limited to _J 10 ACROSS DECK 4 MINIMUM TO ALLOW DRAINAGE OFF ENTIRE DECK Factory Built Portion MSTR BDRM • BEDROOM 3 1-- RAISE 1 1 4"* *RAISE 1 1�4" PS61611 PS616 1 o I C 14'-2" x 12'-8 1/2" 11'-8 x 12'-8 1/2"to m I 1 N I ♦�N`tN Y��� I 1 t2 N I ." 3 SITTING ROOM I Q JOHN A.WALLEN • N0.1657 04 I o m o i W04 2,464 DN 0 1)1 1/2" x 11 1/4" MICRO-ROOF[EA. MOD.] rl W=1,500#/LF Al MAX ALLOWABLE WALL LOAD a " 2 2x (1)1 1/2" x 14_' MICROLAM_ROOF(EA. MOD.] ----'--'--------"' ------------------- I - --� N - .42x (2)28N-------LINE OF MODULE BELOW - --- ----1 2/7/2020 m 4 I N do 1 N 1 N fiiAl1 ED 3 m O o I � I o ----- j D26 M 1 o -----:J ^1 o o D28 �ww j C-4 Fo"cH Ymm<o I o !� �mm 0 I Engineer SeW Err AJ se:&3wQ'g,is:ap hcabfl:do z x o vI �Zwm< I N - w s� < ,t►e mol��l'ar I�n{tiun c+i ttoe:bri4-fir,Q1�1:in,tt•.e. rn w 1( - :2 WC�3/4r J�S�L� 1 acicrr,3m1!is a►a1 60 be F dean as R ord D a w Q 3-0 F O lessuc><a!I Iloa V1e Iproiecl.Dams naledt EWGt by o O 0 w DBx10 o > BEDROOM 2 trf oaurs,by BiWer„.nn ske,E41-are ilo be to am WIC YAAp, esignedi brf.a r�slemdd csofessiomo Gm st-B, 14'-2' x 12'-8 1 2' r------- 3 45# m zIC-1, Lp I fO / E net Htesigned`in'this appmaa,. 'z CD z_ I o I n Z I = J aai I N 4410# w -2!cV L c o ra0M o C � 304 T-2 1887# 2446T-3046T-2446T 1887# 3045-2 0" r�l � O �L H N V c_ Z 00 5'-1" 16'-5" 16'-5" 5'-1" DO a a L.- °'v Ulan k x 2'-6" 43'-0 2'-6" w z 5 O O 3 0 *ANDERSEN 400 SERIES WINDOWS W/GRILLES IN TOP SASH ONLY* o a� `� � -5 PANEL MDF INTERIOR DOORS Q t�n 00 -1 x4 CASING & 1 x6 BASE TRIM00 LO 0 0 v w00 w ce DO J0M W W 0 0 (O . O OWO l Z LIGHT & VENTILATION SCHEDULE (SF) 00 V) ®® ROOM AREA LIGHT SUPPLIED VENT SUPPLIED Q Z o N MSTR BDRM 227 28.4 . 13.66 U z N Q mmlll Z 2arnLi BEDROOM 2 157 30.9 17.19 < LLJm o o BEDROOM 3 178 30.9 17.19 to JJ '1 c�— o LL 04 rn SITTING ROOM 165 64:8 31.12 uj czm NQ 0 oN J� a .- — �� zr-z 2r-2• -5 -J 13'-6 1/2•. 4nil OI 9'-10 1/2• V.3-6 1/4• u z z _ ♦x L Mtn mN afu 0Xo1> to MD xm= �m mN=m S�A„FmD m cU GAAz� = > iE A - II I � D s �"mNs as f 0 >8 r F. Z ao mm m'ODX a A> I Mqh x�Owv aX. 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MA 02632 > GIGNER: — REVISION DATE c.c �.M' A V.CIORCIO COLONIAL D,,2,,2D N _ Z o s W d 0 o f ® WALLS �� ® �_ - N.0 p w 'o 12 09 19 SHEAR tl tl A L:L S O � Z' � 0 � I: m 'V d zn w:Gm 1 4 = 1'-0° o r 0 0 0 PAGE: - .Westchester Modular Homes Inc •�' - ' ' W 30 Reagons Mill Road, Wingdole, New York, 12594CHECK DATE ®® Tel (845)832-9400 Fax (845)832-6698 too SEE PAGES 2, 3A, 3B, 3Wk & 8 FOR ADDITIONAL FASTENING REQUIREMENTS CD 2x8 SPF/2 RIDGE BD FASTEN RAFTER TO FAC E WALL W/18d NAILS O 16'8'O.C. Q CS20 STRAP W/(2) - (3)16d RAFTER TO RIDGE CONNECTIGN ALONG TOP PLATE OF WALL 12d NAILS EACH END CONT RIDGE VENT 18 In'AF 2x6 SPF/2 RAFTER 0 16"o.c. v) J (2)12da I/ (3)12d NAILS O 12'0.C. - 2x4 016'O.C.FACE TO WALL FASTEN Z - - �7 RIDGE W/(2)16d NAILS EACH SIDE Q w 1111'' (3)16d RAFTER TO PLATE CONNECTION �- (' PRE ENGINEERED FASTEN PLATE TO EACH TOP CHORD fLf Q INSTALL 214 BRACING CERTIFI D OOF TRUSS D S G WITH[2)12d NAILS ACROSS TOP OF BEAM& ' I MMHB STRAP Z B7W KNEEWALLS FOR ALL R LUCLL21�0 Omµ �S O MICROLAMS 14' -_- AIR BAFFLE BY U - PFS'Corporation ROOF CLEAR SPAN DETAIL MMHB STRAP '• W w P R49 INSULATIO MHB STRAP a Northeast Region w/VAPOR eaRR1E _ _ REVERSE GABLE FRAMING W �14 SUB-FASCIA O Z APPROVED Y r ....TYP INTERIOR WALL --ALUMINUM FASCIA Z H Rau -.3 MMH8 STRA 5/8"CEILING GWB P [2]2x4 SPF$3 TOP LATES 0 2x4 SPF/3 016" . .STUDS VINYL SOFFIT 10.7 in'/ft' VENT ZII OIZO 2x4 SPF OLE PLATE - 1/2' BOTH SIDES Q Q Approval limited to o M d .Factory Built Portion m Z � R- RIGID FOAM INSULATION mfft9!Ej-'Pjfnwr`J''af an&mse-dTax[n$s:15 a.G1 ftab6a ia Q 0: IN FLOOR PERIMETER n dt�ar Podim CA ttc-.CUZdha haatf i m fhs R21 GATT INSULATION N ar►j 6 not f7 I)r.&**-ID @S 1i�6+�nard lespaINCEILING PERIMETER I vaJfiW f?iC,QIUjEC1.fPezras nnae. Imo,b1 OC FUR JST 'O�m•t y 8ai13er,`znsibe, wei§3�' W_.RZ5/8" CEILING .dla do�iri Ut s.aA - V) TYP EXTERIOR WALL TYP MARRIAGE WALL 20[2]SPF/3 TOP PLATES [2]2x6 SPF/3 TOP PLATES 2x6 SPF 3 0 16' OC STUDS p 2x3 SPF/3 0.12'O.C.(1 et FUR) JOHN A S 0 m 9" 2x3 SPF#3 0 16'O.C.(2nd FUR) 16d COMMONS Q WALLEN r 2z6 SPF#2 SOLE PLATE m 1/2"AGENCY RATED SHTG.MAT.SIDE o 2ND FL _ TQ I6L 017 ac 1/2'GWB INTERIOR SIDE a R21 INSULATION WITH VAPOR BARRIER 20 GWB INTERIOR SIDE Imo-- i 2x3 SPF/3 SOLE PLATE 1ST FL CLG NO.1657 1/2"AGENCY RATED SHEATHING EXTERIOR SIDE I ^ �Bd COMMONS WEATHER - PROTECTIVE BARRIER tO 5'm a O - NORTHWOODS SIDING M fJ.f '�01 za - AGENCY RATED SHTG. c - - n TYP SUB-FLOORING 3 4' d A 2x6 PT SILL PLATE 2x10 SPF 2 016 OC FUR J m 2x6 SPF 2 -(SUPPLIED&INSTALLED BY B/P) - SIMPSON H3 CLIP OUTRIGGER O 18"O.C. TYPICAL R19 FIBERGLASS INSULATION FASTENED TO DOUBLE (TYPICAL) LALLY COLUMN TO COMPLY W/ENERGY CODE m TRUSS - 21712020 FOUNDATION WALL > (INSTALLED BY B/P W/VAPOR m (3)16d TOENAILED BARRIER TO WARM SIDE) (2)16d FOUNDATION FOOTING DOUBLE TRUSS AlFACEN 0 m - - - CS20 STRAP W/ COLUMN FOOTING (4)ad NAILS Q Q m EACH END SHIP LOOSE C3 o o\ JOIST HANGER CLG GAMBREL GABLE PERIMETER TO DBL WALL TRUSS CS20 STRAP W/(2) 12d NAILS EACH END (2)16d's TO NAIL 0 12 TYP ROOF (2)16d's 0 16'0.C. o Y 0 7 30 YR SELF-SEALING FIBERGLASS SHINGLES VI w = OVER 15/ROOFING FELT 2x6 G/E WALL 5 = u 2x6 SPF N2 OVER 5/8- AGENCY RATED SHEATHING L70 HANGER BELOW. - Lu L) a OUTRIGGER O1 'O.0 BITUTHANE APPLIED CONTINUOUSLY RAFTER TO CLG .CO9 FASTEN TO DOUBLE Tq EQVES FOR ICE SHIELD PERIMETER TRUSS W/(3)16ds 3-8 S��j 2x6 SPF/2 2.6 SPF p2 1x/6:j�/_' 2x6 CEILING JOIST R49 INSULATION OR6 ORC. CCn 0 16'O.C. W/VAPOR BARRIER - (2)16d's FACENAILED I un un L7 44ANGER \\AA AMING ANGLE 2x4 OUTLOOKS 0 24"O.C. - Cn L-� 12 -� (1�20CA7EDOAD N� DOUBLE TOP PLATE C Q)Y N 28 o M L70 HANGER PERIMETER L 2x6 SPF R2 1D 0 18 O.C. 00 2x4 SPF2 STUDS 0 n O 3 Uy RAFTERS I R15 INSULATION R15 INSULATION O 16'O.C. I z o �/ 00 .. >` �v AIR BARRIE O 16STUUDDS - IR BARRIER a- O o X NS INSULATION _1 I O rn o NSULATION M-i -� c L` uj 200 SPF#2 0 OC FUR JST ((3 12d ((3 12d FASTEN WALLPLATE TO Z 1 .60 TOE AILS W�NAILS CEILING JOIST W/(2] SHIP LOOSE GAMBREL GABLE WALL LL Q w C� -W/MMHB S RMMHB 16d's 0 16'O.C. FACTORY BUILT f Z STRA 0 CD P 2x6 SPF/2 0 16'OC CLG JST SIH11aAP ( ) O co U I (TYPICAL) R-30 INSULATION (TYPICAL) o N N 5E PO 00 C In RAFTERS ON SITE BY B/P KNEEWALL ONSITE BY B/P Z � 0 RAFTERS ON SITE BY B/P - • fn d KNEEWALL ONSITE BY B/P -''- D3 J 0 M O N M J N O HEADER ON SITE BY B/P i HEADER ON SITE BY B/P W O 0 0 , T�, �''/ ''' ' v 5 Z Of BEAM DETAIL =w a �/ �® DECK DETAIL o.0 O ®® . U LOCKING&CAP PLATE-WMH. , CO 0 Q_' O PERIMETER BEAM(2" BWATERPROOFING-B/P - -r -r w Q 0 2x J10 SPF/2 w/1/2' e T&G DECKING-WMH Y. EACH MODULE / - PORCH ROOF SECTION Q to PL 1 2x6 O 18b.G-WMH v P24 INSULATION U Z N Q 1/2'0 BOLT&NUT (R241 TIGHT TO PLY NOTE• - - - - Q O1 LL Aff &WASHER 0 32"'O:C. OA SEAL SEAMS-WMH FLOORS, 48' CLG/ROOFSITTINGROOM ICE&WATERSHIELD-WMH PORCH ROOF TO BE STRUCTURALLY INDEPENDENT, m O o 8'xB"STEEL PLATE&LAG BOLTS R36 INSULATIONS-WMH DESIGNED AND SUPPORTED LATERALLY ON SITE BY B/P. PLATE THICKNESS BY B/P. ON-SITE ROOF TO BE.APPROVED AND �— O DESIGNED BY OTHERS. INSPECTED BY THE LOCAL BUILDING INSPECTOR - - Z� O �O LALLY COLUMN KITCHEN (nLL �C~9 NNrY� l IEngoaw S�1-ora Yam:&,&A dgs,is appdkzNe o he:mod^1'ar pnitinn ad line:bri4jTg ibt nt in.the'. actrrf,:ands is uenl:bo,be Mien as Re,d t o haiess. I tlor�w IpmteCt.Ikef.-es nalenl 13d0"bM by albs,by Bidder,,un,sue,eb:-are 4o be U esignedl by,&rsgislezedpsafessional Gnsib,and SCREENED z )e not designedl in this apprc»7. LLJ I ORCH 0AECK BY B/P Q BY B/P 62'-0" O I z PFS Corporation ;2 48'-0" 14'-0" F Northeast Region U APPROVED W IZ H Raup-3 tN /T�7 z 2/10/20 1 ited to 2ND FL 0 L ac oApprry Buioval lt�PoE! d' Q - - N KIT SINK DW W��T HO ip DINING ROOM 1 i 7"v KITCHEN 1 1 CN I � C LIVING ROOM WASHER!I JOHNA iv Q WALLEN M 1 1?"V ' I � N0.4659 I W Z 'if0� At. N N 21712020 , II DECK & ROOF 2"PVC & SU IES 3"RADON 1 & BY 6/P BSMT-ATTIC 0 2 0 c 2 L oSUPPLIES 2ND FL a 3"D FRO -0: \NN ao 1 2"D Cj R 2ND FL I LAV 2"V r` 0 wc OFFICE --- 30 2"V U c"c v7 OI Z — tCN o o �' Q 0 PO d MI m 0 00 PORCH & ROOF IU z 00 BY B/P L7 i / — m ❑ ❑ ❑ ❑ DO o 2ND F� �k a� z �v x� 3"V THRU 0 � m -5 c ROOF ?� = z S O 3 0 zw �vCD 1 1/2"V TO �a� o �w L Obi 2ND FL o�i` J - L) J w o =N \ z — -W) o N M7 �/ N�\ 0� - N N w ('1 rill CD ) 000 'nN cp LAV LAV o O Q v 1 1/2'D 1 1/2"D m U rtOi _J ?? > o w N WC 3 3 WC N. \ (n N-) Q N M~ 3"D N v 3"D \_ O KIT Li.l w C9 O A M � z SINK DW WC LAV WASHER WC LAV SH R ` SHOWER - a 2"D O w 0w ~- ®® WASHER r✓ Z o 0 _ C/7 IQ IQ IQ I 2"D ,, J O Z O ®® I I I 1 I I TYP Z rn� T I I I 1 I I V Ar 1 I I I I I KIT SINK FILZ DW W z O LJj� � _ pp r-———————————————————————— I iEngineEr,Seal,cr 4bBssee drawn is is lapgficaNb to 1 11 e MOCH'ar W;ilicn,a1 the ti ildiro Ibuilt in the 1 aclery.:andl is nal to!be taken as'Pla=d Desigini I lessioatall filar rUse ipu4sct.IP.ams ffmiedl EWD.by � 1 I1rr aihms,by Binder"on sYa,eb:%are ia.be: U 1 esignedl by,,a:regislejud p Dfessicnal ions sAn.and Z I a not designed in this apanxwl. � PFS Corporation I j Q Northeast Region 48'-0 I Z APPROVED 1 0 2'-6" 12'-6" 18'-0" 12'-6" 2'-6 H Raup-:3 0 2/10/20 I a Approval limited to ZFactory Built Portion 1 1/2"V I ROM 1 } 1ST Fi. , I F- 1 t DECK BY WMH I -------------------------------------------------1 IL o I 0 •1 ———————————————————————-- ----J MSTR BDRM BEDROOM 3 -- -- I � 1 �V���M SITTING ROOM ; a JOHNA WALLEN 1 NO.465T 1 SGr d I N •I — — — _ — — _________________________________________________4 N 21712020.. 2"PVC I 1 1�2"D 1 \\ \ 3"RAD N ---BSMT= C'o & 3'D TO 2"V FROM "D TO 1ST FL 1ST FL a a ------------------------� `/��J�[ o 0 o L_-___ _ _ - _V O TUB�ZHp 1 --D ]� 1 1A2.D 3"D 1 1/2"V 1 1/2"V \� v.►"r L 1 1//2"v 1 1/z"v 1 LAV I Y LAV 1 1ui /2"V : w 1 1%2"v I �® BEDROOM 2 WASHER WC r------- PREP 3"D I �/ U v 00 SH"D R R cn )AN 1;2 V 3"V i I Z N r 1 1/2" 2 D I I Q N sI CD Y aON 3� U = Zo c� Zv 00 Z d > a _ v o N 2 43'-0" 2'-6" U w m J —� v x �Lj 6 3 \ z5 o a I 00 TO MAINL w> THRU LAV LAV WC SJHI ot� W >` �o Qyi (/) v�l 1 Fo N ROOF I nI —J cr _(V LAV - .T FG `{ `{ Q� w 00 LAV 1 1/2"D 0 \N 1/2"1 -1 1/2"0 > ?!' N �N 7YP > > TUB/SHO FL 1-- —J-- — —J m U m 1i o ar--- 1 1/2"D I— J Q LO O M N > > �� 1 W wzoo Q ®® \ v_r 13/4" O Z Q Z NN I TYP - LAV LAV WC T111SH0 WASHER O=L j j (1'I� O WC 00. 1ST F� Z LAV 4 C) 7 p w Z W SHOWER 3"D z 1 1/2"D 1/2"I TI TQr �'WASHER O WASHER TYPu Z N QV ff 2"0 a PAN PREP LAV 1 1 2"D & I I 1 Z � Q rn L' s ; a W/TRAP SEAL 1 1/2"D 3/D TO FL QTL0-': 01 -- 3`D 1ST FL i----J-- --L— -- --L— --� (% O13/4^ Lu �O �1 TYP - (wN C� N v r; Fi►ginea l ors 10► :drav+er�s;is apadkehia ba he Imc j'ar t>d+bnn,o1 the:trildira btfd1:in,the: actory,:and!is.1 to be L-ken as PrEI='i Desigro lessk-mg iDr-yln iproiw_u�s mledl WD.by } by athms.by Baikler"on,sue,�are Ia.to U ssignedl bps:r lwed+ 'ufessicaai-On,site,a►d SCREENED I? PFS Corporation e net designed m this ay®rc.Aal. NI ppRCH C9 Northeast Region DECK -.... —T --- BY B/P 62'-0" BY B P o Q APPROVED N1 p H Raup-3 48'-0" J 14'-0" U 2/10/20 W Approval limited to pp TOO P GHT N Factory Built Portion Gn -�\ ----`\ P1,3 TO SCH ? 6 \ 8 lJ P4 P8 8 8 8 ~ WP r � 1 cn E 2 _ 2 2-J 4 REP w /2 -1.3 4 g \_ g 10. iv 0- l\ 7 LY 7 2 cn 7 PSI \ \\ 6 I 7" .•oNRY 6 7 `\ / NEEOEDS lY \ \ P10 /'0-110CFM I DINING ROO KI 9 � '0 10 N re / I 4 0D TO 0 N 2\ 6 i J 6'BELOW 7 7 7 �' a—'—fin _ _BSMNT 00 / 1 I co _ 4 ESP �_,T>P LIVING ROM I ,OMN A / // 8 \ P23 i 2 - Q WALLEN \1 % 6 6 6 9 9 / \ \\j/1 11I�� NO.4657 II / P5 P7-._ / 3 ~\ P22,24,T,2 W �fW CL .. I P2 it 10 rn� w - I 1r� 2 �C wa7 11 \ ' 2/7 7 N 14-P14 � 1 ® 19y� // 11 P11- Lq /,Z�Zt7 14 I i �C / aW to n 1 \\ I 13 i 12 \ / K & OOF 1 m ---/ \ ' BY B P a !� S \ I Fries/ P73- \ \ 9 9 �) a \_ a 13 \ 12-- 12 e 2 CONDUIT _ �C 25 < \� � - / � BSM\-ATTI \ _-_---_----` `` 214 13 21 Z L \ 00 I n N OFFICE TII-2NDJ \ Pt2 O '-0" `° 4'-0 " :2 / \ L LIGHT / \ / / 9 9 \ / \ 18 ,_ 13 I \ U cn 00 14/ _-__ - \\ 0 12 N Ewo I �Eo 14 i - - `J\ 14 /1�.� ��� 1. 13 12 // I z N Y N 13 - _ Q < 00 Ln 13LO 13 & ROOF 0 =z H N L ai v.❑ ❑ 00 BY B/P ❑ ❑ co 90 J v x * ED ALL SMOKE DETECTORS O BE PHOTOELECTRIC * = zs U 0 3 CD * ALL OUTLETS TO BE TAMPER RESISTANT * M awk' ov * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * cn R �2 I� L �O1 LEGEND CIRCUIT DIRECTORY * ALL EXT. GFI RECEPTACLES TO BE UV RATED * J 644 ( =`" O PANEL am N0. AMP WIRE CIRCUITCIRCUIT WIREMP NO * FOAM GASKETS ON ALL EXT. WALLS * Q 00 nov GMP Ex RE¢PnFx 1 4P 8-4 RANGE KIT COUNT,D R AFI 12-2 20 2 L J C9 L LJ c u) g 1IDv GMPLEX RECEPTIM-WUT WRtn 3 -- KIT COUNT AFI 12-2 20 4 Z J.:. V rn� uov RExPncu 5 20 12-2 REFRIGERATOR AFI GL-KITCHEN,D R AFI 14-2 15 6 y O L.L�� 000 10 WAU.UGHT 7 15 14-2 GL-KITCHEN AFI GL-L R AFI 14-2 15 8 WRING LIGHT SURFACE MOUNTED _ m U p 0 9 15 14-2 GL-L R AFI GL-MUDROOM,BATH AFI 14-2 15 10 o cf RECESSED LIGNT AT fIILING J U0 » SATTTi,SINGE POLE 11 15 14-2 GL-MUDROOM,LAUNDRY AFI GL-L R,BATH AFI 14-2 15 12 N vi a0 a w SIRT],TNREE-1 13 15 14-2 GL-ENTRY AFI GL-OFFICE AFI 14-2 15 14 F- 5 Z of O LL ®® + 9MTGH.FOUR IRA r 15 15 14-2 GL-MSTR 8DRM AFI GL-SITTING ROOM AFI 14-2 15 16 O O J U.1 Q FANMGHT n=RE (317 15 14 RAMGE/NGGU n-- = W a- :2O } -2 GL-BDRM3,SIiTINGAFI GL-BDRM 2,SD CO AFI 14-2 15 18 Z 00 ®® ® FAN/UGNT!MEAT CEILING UNIT 19 15 14-2 GL-BATH,SITTING AFI GL-M.BDRM,M.BATH AFl 14-2 15 20 - Q < 0 Z (n SPECIAI. 21 20 12-2 DISHWASHER AFI 1ST FL DRYER 10-4 3 22 Om � Q o XNCTKI wOPog cnGECna Q O m AlNC11GN GGA 23 20 12-2 1ST FL WASHER AFI � 24 OQ AC/GC SMOKE GE1ECGR 25 20 12-2 BATH GFI'S AFI 2ND FL DRYER 10-4 3P 26 1 0 v Z N Q ® o SELL BUTTON SELL 27 20 12-2 2N0 FL WASHER AFI 28 z f Q m L 4 TELEPHONE anEr 21 30 Q W>- m o 09 TTIEWSGN CABIE WTET 31.. 32 I-" ® TMF/RIG9TAT 33 34 Cn JJ pY vAOLUUY SYSTEM OU IET 35 36 O O 0 . 111 41LIN0 iAN R LIGHT 37 FOR Fl1NRE SOLAR ELECTRIC 38 - -LiJ O FElLII1C FAN nnoG UG TS _ - In LL V' N In 39 40 [n o Engineer Ski cn tt-se slMiNk S;is 2poira to moduLar 00ftio n c-C[be Udd"R9buifl in the r————————————————————————— acta+y.,and is ffwl to ba-lWKEn 2s.R�citd ipeskan I I nzdessional fur 7e f�jujecL Items hated ELM,by. I I PFS Corporation by others,ty'Briidsr on sile,ebc�•are ba be P ssiam,d Iby a came ad pwAmsi'bcwhon sae;.and', I I 6 nal: nedlin li is.aw.4)rral, 1 I Northeast Region I I U APPROVED I Z I I � H Raup—3 Q 2/10/20 48'-0" I Z Approval limited to I p Factory Built Portion 2'-6" 12'-6" 18'-0" 12'-6" 2'-6" U I Ld I I Z I ' �1\5 I Il 7 — 1 I -------------------------------------------------1II a o 16 6� � wP 5 MSTR BDRM - BEDROOM 35 I \ U� _ N17 •t7 1g 94 ING M 16 I JOHN A. wC\17 V\ / 1 WALLEN • 1 I O- \ 1 I NO.1857 5 % Is— I 1 SD. 17 1 I Ld S IfOi / 75 ----- \ 15 P15 ro ter rLN s \ \117 -- -- 7 AL BwNT SD 1 1 \ -16. - 16 18 18 21712020 a ----- 0 \ - -- 1 ^' 0 \\I I 18r ___ N 20 \-i 1 AT CI --- so \� i -- i i - -- 19 ��\ P19 I o \ o-- -- o � - I, 0 2"MOt IT -- -----J o � - _ I BSMT-ATTIC . / I .. - O P 19 -P20 \\ cl� 1 I 18 \�\\ 18 z I \ I I En U 0 1 \ TO 1ST F 19 20 En '\ r r BEDROOM 2 - -- P27 -;or .t 5 Bo-11OCFM 27 / I n------- . v 00 20 20 -_----- i\18 cn LJ j 6,2 \\El 0-1 O� I 18 i P18 -� I I z f/7 t�D P 26,28 I _ Q O1 Y N -------------- 2; 7--4 pN O 3� Mir) N00 go �- U 00 o.Q a m _� a —0 x o.v uj 43'-0" 2'-6" m U O 3 p � v 2017 N . E. C. o aZ �c. ALL SMOKE DETECTORS TO BE PHOTOELECTRIC * -J ^� a>1 64 * N g M ALL OUTLETS TO BE TAMPER RESISTANT * Q a� .00 U * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * w z o * ALL EXT. GFI RECEPTACLES TO BE UV RATED * C) W 1.°D. * FOAM GASKETS ON ALL EXT. WALLS * `� m a ° O —J c v J U7 M F- 04 W W U' �O L L ®® 1— Z ` , � O D L,•I Z = p a0 `J Q O = ®® J Ld Z � O zof m 0 f N UZC'4 V Z ��� AF III Q QI L.� a. IiJ CD Z O LL_11 O W ln< O to o' eN- ANDERSEN WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE WINDOW SERIES STYLE GLASS SF VENT SF U VALUE SHGC ROUGH OPENING UNIT AREA SF THERMATRU DOORS AR31 400 AWNING 2. 0 0.29 0.31 -O 1 2" x 1'-5 1 2" 4.2 DOOR TYPE SIZE GLASS(SY) VENT(sr)"U"VALUE MATERML REMARKS AW251 400 AWNING 4.2 2.11.2.10 0.29 0.31 2''-4 7 8" x 2'-4 7 8" 5.6 AW41 400 AWNING 3.4 1.70 0.29 0.31 4'-0 1/2" x 2'-4 7/8" 9.5 DX302 S606 HINGED 3-0 x 6-8 N A 20 0.16 FIBERGLASS 2-PANEL 3-LITE C14 400 CASEMENT 5.9 5.60 0.29 0.31 2'-0 5 8" x 4'-0 1 8" 8.0 S100SL SIDELIGHTS 1'-2" x 6'-8" 2.60 N/A 0.27 FIBERGLASS FULL GLASS C335 400 CASEMENT 14.8 9.20 0.29 0.31 6'-0 3 8" x 3'-5 3 8" 20.4 DX30 S118 HINGED 3'-0 x 6-8 10.92 20 0.37 FIBERGLASS FULL GLASS DOOR 2446 400 DOUBLE HUNG 7.7 4.38 0.30 0.31 2'-6 1 8"x 4'-8 7 8" 11.70 3032 400 DOUBLE HUNG 6.9 3.85 0.30 0.31 S-2 1 8"x S-4 7 8" 3.82 SF O 3046 400 DOUBLE HUNG 10.3 5.73 0.30 0.31 S-2 1 8"x 4'-8 7 8" 5.70 SF ANDERSEN DOORS DOOR TYPE SIZE GLASS(sP) VENT(sr)"U"VALUE MATERIAL PS61611 PERMA-SHIELD GLIDING 6'-1"x W-11" 32.40 15.56 0.30 WOOD/VINYL FWG10080 FRENCHWOOD GLIDING 9'-9 3 4"x 8'-0" 46.40 28.40 0.30 WOOD/VINYL FWG6080 FRENCHWOOD GLIDING 6'-0"x 8'-0* 29.80 17.85 0.30 WOOD/VINYL FWG3380S FRENCHWOOD STATIONARY 3'-3"x 8'-0" 14.90 N/A 0.30 WOOD/VINYL O = THESE UNITS MEET OR EXCEED A CLEAR OPENABLE AREA Of 5.7 SQ. FT., WIDTH OF 20", & HEIGHT OF 24". - ALL THERMATRU DOORS HAVE LEVERS W/KEY SET UNLESS OTHERWISE NOTED ON PLANS. WINDOWS FOLLOWED BY 'T' IN FLOOR PLANS ARE TEMPERED - ALL GLASS IN DOORS TO BE TEMPERED FLOOR - PLAN NOTES 1) THE BUILDER/PURCHASER IS NOTED AS B/P. 7) ALL AREAS TO BE FINISHED OR BUILT BY B/P ON SITE TO BE IN COMPLIANCE WITH ALL 2) SEE FLOOR PLANS FOR LABEL LOCATIONS, ABBREVIATIONS ARE AS FOLLOWS: APPLICABLE CODE REQUIREMENTS INCLUDING (BUT NOT LIMITED TO) GARAGE, ADDITIONS, ®STATE LABELS ®INDUSTRIALIZED BUILDINGS COMMISSION PORCHES & FIRE SEPARATIONS. TO BE INSPECTED AND APPROVED BY LOCAL BUILDING rIAITHIRD PARTY INSPECTION AGENCY WARRANTY LABEL OFFICIALS ®DATA PLATE ®CONNECTICUT LABEL/THIRD PARTY INSPECTION AGENCY 8) ALL INTERIOR AND EXTERIOR HANDRAILS OR GUARDRAILS ARE INSTALLED BY B/P HAVING SPINDLES SPACED 4" APART. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR 3) MAXIMUM HEIGHT OF EGRESS WINDOW SILLS IS 3'-6" ABOVE FINISHED FLOOR. THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE 4) REFER TO ORDER SELECTION FORM FOR SPECIFIC APPLIANCES SUPPLIED WITH THIS HOUSE. FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. 5) BATH ROOM FANS ARE RATED AT 70 CFM UNLESS OTHERWISE NOTED ON PLANS. 9) ALL FACTORY INSTALLED/SUPPLIED FIREPLACES ARE TO BE COMPLETED ON SITE BY B/P, 6) ATTIC ACCESS(ES) ON CAPE MODELS ARE TO BE DONE ON SITE BY THE B/P. INCLUDING FLUE PIPES AND FIRE STOPS. NOTE: NO COMBUSTION AIR TO BE DRAWN FROM BEDROOMS. SUPPLY NOTES DWV NOTES 1) MATERIALS ARE TYPE A PEX. 1) MATERIALS ARE PVC SCHEDULE 40. 2) WATER SUPPLY SHALL BE SECURELY ATTACHED TO THE BUILDING AT NOT GREATER DISTANCES 2) DRAINAGE AND VENT PIPING SHALL BE SECURELY ATTACHED TO THE BUILDING AT NO GREATER _ BETWEEN SUPPORT INTERVALS THAN SPECIFIED: SUPPORT INTERVALS THAN SPECIFIED.., s� HORIZONTAL PIPE ® 32" HORIZONTAL PIPE 0 4'-0" FOR 2"0 OR LARGER 4 3 VERTICAL PIPE AT MID-STORY (10' MAX) HORIZONTAL PIPE ® 3'-0" FOR 1 1/2"0 OR SMALLER 3) WATER HEATER SHALL BE SUPPLIED AND INSTALLED BY B/P. VERTICAL PIPE ® 4'-0" Nq�gu :4).ALL SUPPLY LINES ARE STUBBED THROUGH THE FIRST FLOOR. SUPPLY LINES BELOW FIRST 3) ALL DRAINAGE CONNECTIONS HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL FLOOR SUPPLIED AND INSTALLED BY B/P. ARE LONG SWEEP OR DOUBLE 45' FITTINGS 5) ALL HOT WATER LINES IN UNHEATED SPACES SHALL BE INSULATED BY B/P. 4) HORIZONTAL VENT PIPE CONNECTIONS TO VERTICAL VENT BRANCH OR STACK SHALL OCCUR 6) ALL TUBS AND/OR SHOWERS SHALL BE SUPPLIED WITH ANTI-SCALD VALVES.] AT LEAST 6" ABOVE THE FLOOR RIM OF THE HIGHEST FIXTURE SERVED BY THE HORIZONTAL a q`� 7) ALL DEVICES INSTALLED WITH SELF CLOSING VALVES (I.E. WASHER, DISHWASHER) SHALL HAVE A VENT. L91$ j WATER HAMMER ARRESTING DEVICE ON THE SUPPLY LINE SUPPLIED AND INSTALLED BY B/P 5) STAND PIPES SHALL EXTEND NOT LESS THAN 18 INCHES AND NOT GREATER: THAN 42 INCHES � s ON SITE, IN ACCORDANCE WITH ALL STATE AND LOCAL APPLICABLE CODES. ABOVE THE TRAP WEIR. Ln,y a fif7nya i 8) ALL FIXTURE SUPPLY LINES 1/2"0-SHALL HAVE INDIVIDUAL SHUT OFF VALVES. ELECTRICAL NOTES 1) ELECTRICAL PANEL IS RATED 200 AMPS (UNLESS OTHERWISE NOTED) AND LOCATED PER PLAN. 9) WIRELESS DOOR BELL TO BE SHIPPED LOOSE (INCLUDES 2 BUTTONS) .2) NON-METALLIC SHEATHED CABLE IS TYPE NM-B. 10) ONE GFI CIRCUIT SHALL BE INSTALLED IN BASEMENT BY B/P 3) WIRES ARE INSTALLED WITH INSULATED STAPLES. 11) WATER HEATER, FURNACE, BASEMENT GFI, BASEMENT LIGHTS, ETC. ARE THE SITE 4) ELECTRIC SERVICE SHALL BE GROUNDED BY B/P IN COMPLIANCE WITH NEC, STATE AND LOCAL RESPONSIBILITY OF THE B/P. CODES. 12) A CLOTHES WASHER CIRCUIT SHALL BE INSTALLED IN BASEMENT BY B/P IF WASHER LOCATION 5) ALL ELECTRICAL COMPONENTS,SHALL BE LISTED AND/OR LABELED BY A NATIONALLY RECOGNIZED IS NOT INCORPORATED IN HOUSE. TESTING LAB AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 13) RECEPTACLES SHALL NOT BE INSTALLED DIRECTLY OVER ELECTRIC BASEBOARD HEATERS. AND LOCATIONS/USE INSTRUCTIONS. 14) CIRCUIT BREAKERS FOR ELECTRIC BASEBOARD HEATERS ARE ONLY INSTALLED IN PANELS OF 6) ELECTRIC PANEL SHALL BE LOCATED AND MOUNTED IN BASEMENT BY,B/P, UNLESS NOTED HOUSES WITH ELECTRIC BASEBOARD SYSTEMS. OTHERWISE. 15) SMOKE DETECTORS ARE INTERCONNECTED AND INSTALLED ON A LIGHTING CIRCUIT WITH NO 7) A SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY ACCESSIBLE LOCATION NEAREST THE INTERVENING SWITCHES ON THAT CIRCUIT. POINT OF ENTRANCE OF THE SERVICE CONDUCTORS. 16) SMOKE DETECTORS SHALL HAVE A BATTERY BACK-UP POWER SOURCE. 8) TELEPHONE, AND TELEVISION CABLES TO BE RUN TO THE ELECTRIC PANEL LOCATION. UNLESS 17) BASEMENT SMOKE DETECTORS ARE SUPPLIED BY WMH AND INSTALLED BY B/P ON SITE. OTHERWISE REQUESTED/NOTED 18) ALL RECCESSED LIGHTS SHALL BE IC RATED AND ALSO RATED FOR WET LOCATIONS. FHW (FORCED HOT WATER) BASEBOARD HEATING NOTES EBB (ELECTRICAL BASEBOARD) TYPICAL B/P FOUNDATION DETAIL 1) BASEBOARD RATINGS ARE BASED ON 190F WATER TEMPERATURE AT 1 GPM HEATING NOTES FLOW RATE WITH 65' ENTERING AIR. 2) FIRST FLOOR BASEBOARD UNITS ARE INSTALLED WITH HEATING PIPES 1) ELECTRIC BASEBOARD HEATING CIRCUITS ARE 7 MP OF FD7N WALL STUBBED THRU FLOOR. SECOND FLOOR HEATING PIPES BETWEEN BASEBOARD 20 AMP, 220 VOLTS WITH 12-2 NON-METALLIC w Z UNITS ARE INSTALLED IN FLOOR AND/Ok WALL PANELS. B/P IS SHEATHED CABLE TYPE NM-B. w o n 2x6 SILL PLATE -p RESPONSIBLE FOR INTERCONNECTION BETWEEN MODULES AND FLOORS. 2) MAXIMUM WATTAGE PER CIRCUIT SHALL BE (AD nUj BALANCE OF HEATING SYSTEM IS TO BE DESIGNED, SUPPLIED AND 3750 WATTS aD p 1 (A INSTALLED BY B/P. 3) BASEBOARDS ARE RATED AT 250 WATTS PER FDTN WALLCkf 3) ALL HEATING PIPES IN UNHEATED SPACES SHALL BE INSULATED BY B/P. LINEAR FOOT. LALLY COLUMN U 4) MINIMUM THERMOSTAT RANGE IS 45' TO 757. 4) MINIMUM THERMOSTAT RANGE IS 45' TO 757. COLUMN FIG 5) ACCESS PANELS ARE FOR THE B/P TO USE IN THE INTERCONNECTION OF 5) GENERAL LIGHTING RECEPTACLES SHALL NOT BE roP of esur THE HEATING SYSTEM. THESE PANELS MAY BE PERMANENTLY ATTACHED AND LOCATED ABOVE ELECTRIC BASEBOARD HEATING FINISHED OVER BY B/P AFTER HEATING SYSTEM IS COMPLETED. UNITS. FDTN FIG USE GROUP: BUILD : HOMEOWNER: SERIAL No. PE RA THIRD PARTY INSPECTION AGENCY SINGLE McNABOLA HOMES, BUILDING TOM FISHER 1 FAMILY AND REMODELING LLC / FV 12. CONST. TYPE: ��- PRODUCTION No..Q W0°D 92 STANHOPE ROAD 164 ANNABLE POINT ROAD r Z no FIR (�B) FALMOUTH, MA 02536 CENTERVILLE. MA 02632 o a "" DESIGNER: REVISION DATE c° _ -0 J H QA I°R°I° STANDARD NOTES, N Z o Z 09 '9 SCHEDULES �c DETAILS - D z s '0 3: ~ o < � SCALE: p z a ti 0.M W C {C N A ease o r C. ° Westchester Modular Homes Inc •, ' ®boo® 30 Reagans Mill Road, Wingdole, New York, 11594 CHECK DATE 8 ® Tel (914)832-9400 Fax (914)832-6698 a�� i i 1 � FDon A B I 12"SONOTUSE WITH MAINTT INT4E-$MINMUM r BIG'oC;FOOTING(TYP_I / 1. DWELLING IS LOCATED WITH FLOOD ZONE% AS SHOWN ON sG COVERAGE PANEL NUMBER 25001CO561J,DATED 7/16/2014. - / 2. THE CONSTRUCTION OF THE FOUNDATION TO BE IN 6 }7 j• _-_ 4 0 M SSACHUSETTS STATE BUILDING CODE,OF TME `I 1 ] B.. ]_sJ- 1"H�_..___ ' t;}- __-----�_�___ _ ! EG-_. _._ ._'S a S _ _-_- 3. A -- __ ____ ACCORDANCE WITH THE NINTH EDITION OTTOM OF HAVE EOUATE FROST {�.._..... .... '�•...... ......_..... ..'- ,-- ._. -=_ - ---- 1_ - - - PROTECTION.FOOTINGS TOS ITE AN DFOR FINISH GRADES _ `TER AROUND FOUNDATION. N 1 CANPLE`:eR- -_T ��_ _! f CANnLEVER C— �< —'L� , 4, REFER TO ARCHITECTURAL PLANS PREPARED BY WESTCHESTER -..---- --..-.- .--- ( :�- -- -. =y' --- -t _ ! -- -C`3T - .1 2x4 P'I.GIRDL _ .\r=-.\-/ N ILE ` 1 MODULAR HOMES,INC., 30 REAGANS MILL ROAD, N7NCDALE, I IRDER "I y-� _i _i _� - - ' (31 2xe P.i.r,INOETR NEW YORK, (845-832-6698)PREPARED FOR:MCNABOLA CUSTOM i I z BUILDI GHLAAOATE YOUT ANDDDETAILS OCTOBER 17, 2019 FOR REMAINING +'WI )TUNE'Or 12'.+e'-5"OECK AGOVE---/ * •' 5. EXTERIOR SHEATHING ON KNEE WALLS(IF D.C.EDGE S SHALL 1O � BE NAILED WITH Bd COMMON NAILS AT 6"O.C.EDGE SPACING a I m DECK _:CRC EIN PrFl(;H i AND 12'O.C.FIELD SPACING. 1— I - " x E4VNDATON NOTES' s1 I 1 I 1. FOUNDATION DESIGN BASED ON THE FOLLOWING PRESUMED --------- I SOICRYSTALLINE BEDROCK -L BEARING CAPACITIES: SEDIM NTARY ROCK- 0 PSF D j S AND. SANDS SILTY SAND.EL OR GCLAYEY 00RAVEL -AND:SILTY GRAVEL AND --------- --------- r CLAYEY GRAVEL - 2,000 PSF -� CLAY,SANDY CLAY, SILTY CLAY,AND CLAYEY SILT- 1,500 PSF -EMBED STHD1aRJ _ .Jj I I STRAP-TIE / ' gI I I DLDDOWN I d '� `\\ LMHE.;S IDt4R.l 2.CONCRETE HALL REACH A COMPRESSIVE STRENGTH OF(P51)IN THE ....'.... I)'.lil7"WA N..NJInn O-// SrkPl /llIIH.L'D.I\IN /•' $rRnP-nF FOLLOWING LOCATIONS' iHK f J 1Y rf.Y.eGowN _BASEMENT WALLS,FOUNDATION WALLS, EXTERIOR WALLS AND 'oo _I• h /, rl I OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER: 3-000 PSI 3 L CON-.RULED L L ALLY E"11N 3 10 MIN. CGLJ Y ON 0 WOE 0 NEFP CONC.WALL ON 'G'v-' `(( -GARAGE FLOORS: 3.500 PSI N N... C;Y-. .,(NJ r'NUO:.,CONCRETE �.+Cil".O-I 2C�x1O R'.;u..F.cnNC 2C ao c!:.Nc 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS: ANY .I I y •1� i' JC ENGINEERING,INC.PRIOR TO PROCEEDING WITH THE WORK. PORTED TO M1RJ DISCREPANCIES,G INCONSISTENCIES OR AMBIGUITIES SHALL B E I 4-2 --_ 5 D'_,,, a'-E• 5'-iC" 5'-1G R P)T( S. I•_a' 1 I I ��l sA1RAPnE1D ® 4. THE SILL PLATE OR FLOOR SYSTEM SHALL BE ANCHORED TO THE { '- — HOIJJcowN AT WITH 5/8"0 BOLTS PLACED AT ALONG END WALLS '/ AND AT056"O,C. FOUNDATION I r 'J �- I 3'x3'xV'PLATE WASHERS PLACEDN6"RE2RINCHES FROM ENO AND CORNERS. BOLTS SHALL EXTEND A MINIMUM OF 15 INCHES INTO MASONRY o-'.._"'_"' " 0 INCHES INTO CONCRETE. THERE SHALL BE NO PROTRUSION r C ...� .�. - I -..M TUNE 01'4 SM1 fORCH A31;`E I R L ----------- - ------ ABOVEVTOPOFSILLPLATE. ^r 5. APERIMETER SEAL SHALL BE PROVIDED UNDER 2x6 PRESSURE TREATED , 3' a- SILL I _ - PLATES. EMDEO(I) '�HDIBRJFFUNDATIONvROP OPs'J STRAP-TIE 1GRCCWN_/ AT BULKHEAD - 6. FOUNDATION WALLS SHALL EXTEND AT LEAST EIGHT INCHES ABOVE TIE 1_ I -_- - - �- ' 1-J F FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS. SPACE 6-°- B'-c y,�_ _6 J$ JP EXCEPTION: WHERE MASONRY VENEER IS USED,FOUNDATION WALLS HALL TO7L L_R EXTEND A MINIMUM OF FOUR INCHES ABOVE THE FINISHED GRADE. 'i i �..0' 4'._p' 2'-C-1 I- 2-�_I _ MIC SPAY AND DOTER CORNER;: 7. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M.615. GRADE 60. L I I ' JNO JBF iN 3 { _ 8-'11K x 3 t MIN, 1 a CLING ,VALE GY CUN1 EMIT J 11 TN 14RJ !. P,1 yyll 20•10 CONC.FO°RNC-\ - $TRAP IF. ..._ - � ) { ----- --...Cf—:•MI-5--—I �I L)N'R/h,°I \CAN u - \ ----------- ----------4 6"IHK NC.WALL I'D1RJ 2%8 F 21 2xE P.TPORCN z. a a I6 -o C. iEON Co. .10'CONT 'UNG 0Or _ FIL )1 _ TUG I C iv d:t I 1 \ 14' 0' 4EPLF HAF-ERA'" C-D \ -- 7 ON ALL INT '4TA_L_--I 4E'-O" -_- ` —_ —_- - -- ' � �H2.S®EACH RAFTER FULL`PAN HEADER , IIY �1 I HE4°E11 UP rT STRAV \ (J) 9 f A '-a FIR FIR EACH KING STUD (MAN a WIDE ROUGH SP 2x6 MIN.FULL --_------ -_ ---_-- `-CONTRACTOR$MALL L-12`"?1 BE CW OPENING FOR WINDOWS) SPAN HEADCR MAIN iAfh 4B'MINIMUM 29 x 70"CONC. STHDI4RJ S?RAP TIE ; �$x•P?T POST:NIY. FOOTNx ttP,) (2)2x6 MIN KING STUDS HOLOOOW31 M LOCATIONS AS SIMPSON PBP65 BASE FOULING COVERAGE l UE FWEEN EACH W1NDOW SHOWN ON FOUNDATION PLAN ANC BCS2--3/6 POST EFL 9,ry .[�POR(11 CAP' :r• a FOUNDATION . PLAN g F- - U.LIFT 5'R F OR MODULAR U`JII BY OTHERS i I; EACH KING STUD STRAP I. Lo c-.CALE I/4•--'i'--0 i'R�'-'W)R `2 - h_CC,K N,fi£.:NF.AITI _. ... ..___. .-._. .__ _ - .... ......... .". _1. I_ iSii LT'JtAS ''f k�'H c. P'- 1'0 Al'7 VC _ ��- H2 5 9 EACH JOIST' w) t SEALER P.I. H2_B 0REACH C.•ICST N E ..._ -_..}. .- 5/6 ANCHOR Bnl r -1n-lit�.:' CRAWL_..SPA F `- -- -STHDi9RJ STRAP T:E -" ''-11 i Ili- E"ANCHOR BOLT i HOLCDGWN IN LOCATIONS AS - - - - -- WITH POST BASE 1 i SHOWN ON FDUNEAf ON PLAN -- - - - COMPACTED FILL / CONE.SLA MODULAR UNIT B Or4CRS MODULAR UNIT BY:)-NLiRS ,� S/B'ANCHOR bins;w/ � /./ � CO �--- -------- ------ -NCRETE$Ln6 '1 wlTt POST BA 4 C °j 3 xi`xt/4' PLA rL WASHERS' / q�1 STRAP-TI r ' �' FIRST FL-R / _ WO:)G PL`RCF _ _ -O ro a� /t 12">CNCTI,GE i WOOD DECK/PJROH -- 2Ry,n1 -... S } 2 16 _ ,'% 12"SoNOTI BP N('t FoonN„(r/P) \ _ _-_- ......... P.T. 9 AT V O. / CI TOUT O iV ,) ! L FOOTING"O 6EAr.ON , UNDIS,JRBEG SO L$ ' I'•i 2x10 AT 16"OG -- -- a r•.• %/ __.y-_.__ T411J ER RAM (".) % P. LL �"�� / _ UNCtirin6E05.)L`.i �, 1 —_-. __. : i _ ............._.. �. �- x 10-TON;,FOOTING I'-III / IOW 2+4 KEYWPYJ i --_ -1 I_ �,$� \ CRP..:"r'L SPACc In_ / � .. 20'1 IG CONC.FH.TINR,J ' 3 1 e I N.0 FILLED lil= \�� WITH 2.4 KEYWAY S;8-ANCHOR SOI-T -III /�- - - W11H n)S-BASE _ STEEL LAL•Y COLUMN-'� 4`CONIC SLAB - CON RE:E SLAB / COMPACTED FILL COMPACTED --FILL----- -SILL PLATE -- _-- _--___-_ 1` \-T04EXTENDxrULLSTEEL PLATE t\ 12'SON(i P; SCALE:�-/y/ SECTION B—B 1`FOONG TO BEAR ON \ PERIMETER BEAMS(" BE �. l` SGNO NBE'MIN ':NDISl RBEO SOLS !TEED DE-RMI.`!FD AL TIME OF LFCOTIh':TO BEAR ON \� 1 IYSTAL_A"'-t4 OF UM IS UNDISTURBED SOILS I - StG[Oli FOOTING(TIP) 1�ZO- If, C0.1c FOO IN.,WITH 2x9. \+J(.YR�VC rG BEAR UN S. I CON:, - • r J,Nt1.AL IAV�Ad4 KEYWAY UNDrFu"REI S:.ILS FJ)N '1,2.4 ����J ] MIN G Will FWNOATON FOR: "NLR JOHN MCNABOLA ND :1LJR .. 7^,�A;c� �'ME' OA4D BY: DRANK 91�.2:,rDAl[ 12/23/192/II/20 PREPARw a, SECTION A—A CHQR S. DETAIL_1 - � JC ENGINEERING, INC. SCALE: N.T.S. 'M NUMBER �T SCALE: 14"=1'-C" 164 ANNABLE POINT ROAD OF.-C1 �F 1 CENTERVILLE, VIA JCE:+B]9 f .. - LOCUS LOCUS INFORMATION LAKE I CURRENT OWNER: THOMAS&LEANNE FISHER m WEQUAQUE I J .. ' NOTE TITLE REFERENCE: DEED BOOK 29456, PAGE 108 O CONTRACTOR SHALL PUMP,CRUSH,FILL WIN SAND,AND Z ~ ¢GO y GO ABANDON'EXISTING.SEPTIC FACILITIES IN ACCORDANCE PLAN REFERENCE: PLAN BOOK 126,PAGE 103 12 < 2 Al>/bl I C WITH TITLE 5. N/F - prrW w I 211 0 T PRESCOTT FAMILY INVESTMENT TRUST / \ �8' of ASSESSORS MAP: 01. / PARCEL• 014 O DEED BOOK 27933, PAGE 139 / / 4v ZONING ti JOHNNY CAKE RD. ASSESSORS MAP 211 N ZONING DISTRICT: FROM PARCEL 4 w`\ m SETBACKS: FRONT 10'. . � � H� SIDE 10' / X / ` \ 0.5 MIL POLY BREAKOUT - I _ REAR 10' GREAT MARSH ROAD 38.2 ` UNER �6 . / atiw TOP.39.1 q MINIMUM LOT SIZE: 87,120t S.F. LOCUS MAP: NOT TO SCALE / SOT- w / \ EXISTING TOTAL LOT AREA: 25,640±S.F. d / p NITROGEN SENSITIVE PROPOSED S0• / \ ZONE: NOT A ZONE II tEA 13G x 30, .. I FEMA FLOOD _ ZONE DISTRICT: - ZONE"X'&ZONE"X-OTHER" �: -ELLEN TERRA&AMES CHILDS PANEL 25001CO561 J DATED 7-16-14 (�{.�;'; .DEED BOOK 22501, PAGE 182 OVERLAY DISTRICT: .R.P.O.D. INv.(TYPJ-Jaa7 '� 6 �\ x�,y k ASSESSORS MAP 211 77,,3 / PARCEL 13 - .e7 4 / 14 /� m a•1��o ,/ / NY c j•' vvYY W� DIST`BOX�h INV.IN=38.88 /, .INV.OUT-38.51 f' Lp'. BRIAN G. YERGA I&NENGINEER DATE y F :•.� O / ey �. PROFESSIONAL ENGINEER y [ o l if ;..''` ,�' .•.�'..� '� eqe. �\ / li—tv ORYNELLBENCHM PROPOSED W Ipm� .! Zb SEPTIC SYSTEMTOP OF BOUND FASTING ELEVATION-45.9(HAD 88) / / .y_ 1 TG BE REMDVE7 _ UPGRADE � r. il-• � / 1, PROP �A} INSPECTION 164 ANNABLE POINT RD. N 433.3'O6'W / ! O `. /• t d�lt 3.37 —38— l! /f ' 1 >, R m / /JoSW�\ IN / / 7 -34- CENTERVILLE / / \ PROPOSED / / ! / n S HO /�UN .TNO DECK'PATIO _ / E�-.. 3 / 2,000 GALLON 0' 0 1- T I' TPk --- PUMP w�� ; `_ L/i / •� MASSACHUSETTS INV.OUTv3&aO / / , 9 — BARNSTABLE COUNTY APPROXIMATE / / / D-80% �I SrP 7 Y ) / . / LOCATION OF \ `-J / 3 ,• PROPOSED •l NDIA LEACHING AREA \ J� DEGK / SITE PLAN \� tl'>128' �i•• `xir� / PROPOSED R — a. \ \ /, / MITIGATION AREA / —32-a� — I IISTING BTORY / 450ESF. •• - W000 F�OrRAME / % \ / SHALLOW HOUSE g 7 r!�! DECEMBER 12,2019 H RIM EL=� / �•.C-G - TOF-M.9 0 PROPOSED / HT WpER POST-MARKER I� . M 11� OSED STRAW TILES W W W DATE OESC. / REMOVE&'.DISPOSE \ Q EX.BIT.CONC, . PER,BOAT&COCK PERMIT'pRT 0081' \ / OOC ROOK 7804-60 / \ ' ° / •-�� ASTING COO BOOK 19073-172 1 / R // OR SANG f I 51 O BEACH /EX.STTNG O.+ J 81.a. O /6 BASKETBALL -- S COURT FUTURE GARAGE - / 624 i:o `\ p 1.067t SF,EXISTi' DECK;'BUIUBNC 8E REMOVED A' ro / / I� t } PREPARED FOR: I FISHER 164 AN ABLE POINT ROAD �x PROPOSED O '� CENTERVILLE. MASS �XI PERVIOUS PATIO' FEXIIRE PIT a - 617-594-4677 ro BE REI0 FFE TSDE i BU PR RE flD I / II I_ . 1 BSC GROUP H�S.F.REMOVAL M:1 1,792i S.F. I X I I I I I HISTORIC NIGH WATER PER CAPE COD COMMISSION. o SF. y.PROPOSED ELEvnnoH 3a.8 HAD S- W. Route 28,Unit D NA KE 'I WOODED AREA I I..' II ELEVATION 33.8 HAD 88-THIS PLAN WEOUApUET LAKE YACHT CLUB X W.Yarmouth,Massachusetts DEED BOOK 717,PAGE 478 / 02673 ASSESSORS MAP 211 - X I I- FASTING I 5087788919 50-1D0 PARCEL 15 �..,+` WOODED/AREA I SAND/BEACH I 2,4033 S.F.PROPOSED(DWELLING/DECK) 2018 BSC Cloup.Inc. UJ S F.NREEMMOV 1(ONEELLUNG SF DECK/SHED) I SCALE: 1" = 10' 747: 241* Z241t SF.NEW-1,792t S.F.a 450E S.F.MITIGATION REWIRED �� 4 4503 S.F.MITIGATION PROVIDED �' GRAVEL WALK/ORIVE REMOVED 580E S.F. / - FILE:48905-SP-S.DWG PROPOSED PATIO/WALK 530t S.F. �s 2 ' DWG. NO:5679.03 .jg'-i SHEET 1 OF 2 JOB. NO: 48905.01 f S LOCUS E LOCUS INFQ MATION - o LAKE CURRENT OWNER: 'I AS&LEANNE FISHER ? WEOUAOUET If a 6 PAGE 108 NGIE� TITLE REFERENCE: 'DE BOOK 29456, Z w I CONTRACTOR SHALL PUMP,CRUSH,FILL W1TH SANG.AND 5 _ N�F "Jrhh Op•1Y I ABANDON'E10STING SEPTIC FACILITIES IN ACCORDANCE PLAN REFERENCE: P BOOK 126,PAGE 103 w I WITH TITLEASSESSORS MAP: 211 b r PRESCOTT FAMILY INVESTIAENT TRUST Nam. - v PARCEL: 014 _ DEED BOOK 27933,PAGE 139 I �+ JOHNNY CAKE RD. ASSESSORS MAP 211 / I 0'+A'•�, 0. PARCEL 4 ` - ZONING DISTRICT: FRO 1 . / _/ m SETBACKS: FRO T 10' 3n.2 \ I ���� _ 0.5 MIL POLY BREAKOUT r RE .10" GREAT MARSH ROAD % I BOT�D4,1 MINIMUM LOT SIZE: 87,1 Ot S.F. LOCUS MAP: NOT TO SCALE / EXISTING TOTAL LOT AREA: 25, *S.F. NITROGEN SENSITIVE ZONE: NOT A ZONE II 15'XW W� M I I; \\ t FERIA DISTRICT: � NIT ZONE DISTRICT: ZON 'X'&ZONE'%-OTHER' ELLEN TERRA&JAMES CHILDS PAN L 25001CO561 J DATED 7-16-14 6R 0. CIVIL R.P. N % DEED BOOK 22501. PACE 182 OVERLAY DISTRICT: . INV.(TYP.)-3 �1 R\ ASSESSORS MAP 211 8.n ,eT !;.•6:t;.A C �F1'•L/ QY k l 1 PARCEL 13 J ROPOSFD y \. S. - / /.. '�•IJy� \(x� //S /.R•�h.. ....:i :. // I IIST.BOX -38,68 NV.OUT-3a51 BRIAN G. YERGATIAN Y DATE PROFESSIONAL ENGINEER PROPOSED N' ^ly DR 7 Q / G: �'•:1 / \ \ \ { J YwELL J. TOPTOP OFMCONCREIE BOUND ? f QQ" / is. '••;TP \�' \ I �� ' '^' °TIT,.' '._55 SEPTIC SYSTEM ELEVATIOtb45.8(MAD BB) / , \ \ EXISTING HED UPGRADE1 A* / / �./ I je PR \ �` \I Sly\�. - 1 / -�A'!t• 1.^ / I hV. N 43'33'06' W �e' / / INSPECTION 3.37a QO / / _ O ) r t 11!/ C1 I`"' -"'""e> i� '"1-�•ti� /N P, 164 ANNABLE POINT RD. / IN s /$� v // // `.\IJ • TPY ROPOSED 4�1 , / Q CENTERVILLE 'p /P UN F UEC(,PUMP ,A3M58IN MASSACHUSETT S INV. tWV.---80 . �h+� BARNSTABLE COUNTYAPPROXIMATE , / .Sae LOCATION 4 C.1"^-.i y r.P T q / PROPOSED LEACHING ) H!rl AiFt.A J tom tiY � EAC j / SITE PLAN I /� / \\^ \ .. r� '�•• / PROPOSED i \ EXISTING / MITIGATION AREA \ / /r PROPOSED\ / \ 450t5.F. STOP, • V \ WWU F?:ANE I SHALLOW 1 J/ HOUSE#164 _H-20 DRYWELL \ G F 100R=37.d / DECEMBER 12,2019 RIM EL=36.5 .�--4 TOF=3d.8 'v- PROPOSED 1 ` IS'M%4NER 3B CK /U 14POST STRAW TILES REMOVE&.DISPOSE EX.BIT.CONK. j• (' \ J N0. DATE DESC. PIEP..-,COAT&DOCK '— �' ✓ I / _ \ (' i-/'�r /` / PERIAiT-ART0 WC 6 i BOOK 04-6 0 /• I� COC BOOK f_19073-13-i 72 i NEXISTINGI �^. / 'DAKE76ALL 9 J ♦ J \ Si.4. 5 REACH ' I I COURT .TTTT`/ FUTURE GARAC - - / I' \�`^Ll 1 ` �/x ` J ✓ 3 `�` Al \ A, 1,5671 n BU EXIST! K.. „•.•^ - ' _ mf f LDING 9ECK E RE}OVED ' 4 \� SCMN� PREPARED FOR: ,. t7V'"� THOMAS FISHER 164 ANNABLE POINT ROAD 1 PROPOSED �J CENTERVILLE, MASS PERVIOUS PATIO E1p } I Q- EB 0 5 2020 FIRE PIT (S I 617-594-4677 / TO BE REMOVED OUTSIDE • BUFFER I ! 1 (I \ X IT, , I ,. VN BSC GRotJP wY gJ X �. 0� (.� ^- ...__ H8f S.F.REMOVAL W.1 1.7B2t S.F. I A'. 1 I_ HISTORIC NIGH WRIER PER CAPE C00 COMMISSION. 0 S.F.PROPOSED N�F \`{ '�^ r' I ELEVATION 34.8 NOW 8- '"t'_ 349 Route 28,Unit D WEDUAGUET LAKE YACHT CLUB +{\.X WOODED AREA I ELEVATION 31B NA()BB-THIS PLAN uEE - W.Yarmouth,Massachusetts DEED BOOK 717, PAGE 478 ASSESSORS MAP 211 Ei(IS11 �,$ \ 02673 F �w J. 508 778 8919 PARCEL 15 �•• I riooOeD/AREA I I SAND i 6NGEA 2,403s S.F.PROPOSED(DWFILNC/OE(]() I Y © 2019 BSC Group.Inc. L6592 S.F.REMOVAL(DDWELUNG I DECK I SHED) S E: 1" 10' ih .:=/ , 7473 S.F.NEW 03:7 CAL 2.2413 S.F. / 2.2413 S.F.NEW-1,7823 S.F.m 4503 SF,MITIGATION REWIRED `'\ A. (I /' \::t `/ = wimma 4505 S.F.MI71GATION PROVIDED C'Of11 / (� 0 5 /0 20 rm GRAVEL WAL%/ORIVE REMOVED 5803 S.F. FILE:.$��/ PROPOSED PATIO/WALK 5303 S.F. __ DWG4NO:5679.03DWG - 1 \ s, ' /Z�L DWG. N0:5679.03 SHEEP 1 OF 2 JOB. NO: 48905.01 7 'E r �O \O5 i , { r L. A U-NERAL NOTES: ,---'2'•duNo oaE vn U^ -IN, `pl-MINiouN 1. DWELLING IS LOCATED WITH FLOOD ZONE X AS SHOWN ON i c cr•Jo1 cWBW i"w% .' t`^b1;t-;l',tRAGE PANEL NUMBER 25001CO561J.DATED 7/16/2014. _ NDATtO T IN 2 ACCORDANCEUWITTHNTHE NINTH EDITION Of THE . r..,.---..... ....... ..... .,..... .. r ,. . ..._ ............. .. ....-__._ --_ f..._. ._... , v4 tea_ y a • MASSACNUSE7TS STATE BUILUINf>CODE. a_._ r ' _. _5_ f_... ... . .__-.r-... .-_ ,... ..... _.. �, f. {' 3. BOTTOM OF t0011NGS TO HAVE ADEQUATE FROST !, +! PROTECTION, REFER TO SITEPLAN FOR FINISH GRADES i _L •Its i - AROUND FOUNDATION --.__ ._ _.. I � ..--� ...-1 -- •,_—_ . !•-Ri / ;-_.., _ \}_ I L L{ .,t F- _ z - ._..:-._ t -- ' 1 "-tL - ' 4. REFER TO ARCHITECTURAL PLANS PREPARED 8Y WESTCHESTER w___.-- _____..-. ...I , -_--.- a GF T•it 2 T :;ct.t C���% .__ __. t .\ (,.ztl r> IeU6a{� T ,� ( J MODULAR HOMES.INC.. 30 REACANS MILT..ROAD.'VANGDAIE. 3) r,9 P.1.t hUC!>� -�r > I'I� NEW PORK,(645-832-6690)PREPARED FOR MCNABDLA CUSTOM HOMES,DATED OCTOBER 17, 2019 FOR REMAINING BUILDING LAYOUT AND DETAILS. IIW irj .�C:.[u'.t:I� _ .ti CEC>,AcG'/E-'J i II I 5. EXTERIOR SHEATHING ON KNEE WALLS(IF APPLICABLE)SHALL I BE NAILED WITH 8d COMMON NAILS AT 6"O.C.EDGE SPACING "REEF PORCH fill it AND 12'O.C. FIELD SPACING. I� Ir FOUNDATION NOTES:� .? 1. ON THE FOLLOWING' FOUNDATION DESIGN BASED OWING PRESUMED SOIL BEARING CAP i f I F SEDIMENTARY BEDROCK - 12,000 PSF --- ---__---_-__-__--.1 ' -I i ..-- -----_.,- �! -�___..__ ROCK - 4.000 PSF PSF -.- -- Iry� GRAVEL - 30 C SANDY SILTY SAND,CLAYEY SAND SILTY GRAVEL AND ---- I AYEY GRAVEL- 2.000 PSF CLAYEY I i Vr.r ar ---- - -i ,SANDY CLAY, SILTY CLAY, AND CLAYEY SILT- 1.500 PSF 2.CONCRETE SHALL REACH A COMPRESSIVE STRENGTH OF(PSI)IN THE FO_LOWNG LOCH DONS: r�a.N.,n,u.. G'()I+-7 -BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND I• i f I - OTHER VERTICAL-CONCRETE WORK EXPOSED TO THE Al- CONCRETE 3.9.00 PSI � S. GARAGE FLOORS: 3.50C PSI i "I(' `ON" "'16''O \ i i ( 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSION ANY r e DISCREPANCIES,INCONSISTENCIES OR AMBIGUITIES SHALL BE REPORTED TO s JC ENGINEERING,INC. PRIOR TO PROCEEDING WITH THE WORK -- -- ; - i 1^U' \ ' ['-TIE 4. THE SILL PLATE OR FLOOR SYSTEM SHAH BE ANCHORED TO THE i I j 1 Nn-'- '''T� FOUNDATION WITH 5/8'0 BOLTS PLACED AT�2.O.C. ALONG END WALLS j- T _-- - --- - -- - - -- -- -- - AND AT 56.O,C, ALONG FRONT AND D REAR FOUNDATON WALLS W17H l 1 3",[3"JJ'e PLATE WASHERS PLACED 6"-72"INCHES FROM END AND ,j .� �_ .__..._—____�_-�_• _..---'.. p _........- ....p._ -._...-____._p _.._...___. _p.. CORNERS. 7 BOLTS SHALL EXTEND A MINIMUM OF 15 INCHES INTO MASONRY •tl t- �`- OR SEVEN INCHES INTO CONCRETE. THERE SHALL BF.NO PROTRUSION i ABOVE TOP OF SILL PLA TE. _.-. r r r1,v 11. - I I / -- S. A PERIMETER SEAL SHALL BE PROVIDED UNDER 2,.6 PRESSURETREATEG ,D.0' M1 -_ J E ' - _1 r"+ i SILL PLATES �♦ 1 i -= NUEC 1 1C 1 RJ -'f 6.FOUNDATION WALLS SHALL EXTEND FOUNDATION LEAST EIGHT INCHES ABOVE THE .\y.t- /rk�- I I i FINISHED GRADE ADJACENT 70 THE FCUNDATION AT ALL POINTS. - Al -�- 1` EXCEPTION: WHERE MASONRY VENEER IS USED,FOUNDATION WALLS SHALL EXTEND A MINIMUM OF FOUR INCHES ABOVE THE FINISHED GRADE. 2- 7. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M.E'S. GRADE 60. k: E 1 t I - ...3 IU r?Wk j j iI{ a• �— --------- --------------- �`' a ( i i ----��---- f.. - ---- ------- _ t- - -- --�- - i S�HY(,N Nl. VV;L I f:TC•iFA PE ,Ik 1- l l 1 8 I { I I ............ ____.... -_._....._.. ._....... _. ...-,F j -U)NTRAr.nn SHALL �12"$JNv fJ6E CN .Mail:[Air:a' 'a 21-a IIT'EC.a I A;)11NG is ii'F.RAGEr�IM ('+)[,Vf fiT?.1 t I \A FOUNDATION PLAN SCANNED i SIRA1 F WN,N F L ,110N ,5 i FEB 0 5 2020 b 7 N 4 JN a ION Mary , Y- N.I.UL..,,NI,SY i,IHLr?S MODULAR UNIT BY OTHERS 1 1/3 ANCH(R _T; . - 3'+L'.I/M1 ..LATE WJ HERS._-„�` qT..". v... - r N:7ul,•.AJ.t,N T..... __ .:.at li ul .i,I �'"'`: / ., ! T -. _ < •-_5 AY J:N2 R(;IT � �� � .S JVC i I :,"rx•VtJL �^�:.1� <..,, AAl11 1 TH Pl1..9e.:.: LLY \N __-_-r-V St- ._--_._ - .CRCiE SLA'3 ~ -,\ •.,\ :' 1 H, ,nNG °"lt T .11. ;itL PLATE \ J' N 10 BE L , , I FF,I I'I 1- I 2' ..'r1C1115E: 1rJl n nnTH( � r ovnu i Sf` C.�.'i'•11-v LEI. L Ic ll\h T I'Itf lr 1 (. ,r 1 4 'WTI' l I•i h L TO 1. UNITS) ,1 I ND..'R i c. KEl AC :1•'r< \i-I;NN 1' BEAR LW \ 2U : N RFVNAv - \ R° II, NOSED r'gUNDATQV c°R: T,i. JOHN MCNABOLA _ r' S:AtC 1/4'�1•-B' APPROVED BY: gtA'MN 2v: B.M.B. _\i�J(..,i�C iC1 BOLT DETAIL ATE: 12/23/I9 Reasen: l' SECTION A—A + i ) >GAL`_ N.T.S. PR�aR�9" JC ENGINEERING, INC. I. 16,4 ANNAO-E ='DIN'( RO.AO i. -'LE: a -1• CENTERVILLE, VIA, ' OF' 1 i g 3, } I I ZONING DISTRICT: RD-1 A REVIEW OF FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 25001C0561J DATED �. �. o � Sto p� ` I MIN.FRONT YARD=30' PROVIDED=73.8' 7l16I2014 HAS BEEN CONDUCTED AND TO THE BEST '• � �,} i < :c•� , MIN.SIDE YARD=10' PROVIDED=26.0' OF MY INTERPRETATION,THIS FOUNDATION IS IN MIN.REAR YARD=10' PROVIDED=>10' FLOOD ZONE X AND IS NOT LOCATED i WITHIN A SPECIAL FLOOD HAZARD ZONEwis I HEREBY CERTIFY TO SALEM FIVE BANK THAT THE FOUNDATION IS LOCATED IN THE GROUND AS SHOWN •,� L OWNER OF RECORD: THOMAS FISHER& , AND CONFORMS TO THE ZONING BYLAWS OF.THE '.� .,•�"�- � ,,.� LOCUS ' � LEANNE FISHER TOWN OF BARNSTABLE. 10 OAK LEDGE DRIVE Hayes'. o t BRAINTREE,MA 02184 Pt o DEED REFERENCE: DEED BOOK 29456,PAGE 108 2� _ .: a° GF. yrePi •r PLAN REFERENCE: PLAN BOOK 126,PAGE 103 mP JOHN L sA U CHURL lL a x . h o CB/DH N^ �s�F STEa d9.E 4 I. Nry.o 4 .p,001w ! o.�- MAP 211 aCB/DH LOCUS PLAN _ LOT 13 f N/F ELLEN M.TERRA& Date Profes i na1 Land Surveyor JAMES LAWRENCE : _ - SCALE:1"=1500' CHILDS - DEED BK.22501,PG.182 3�0 _o PLAN BK.286,PG.70 0 TB O36'oy. O F QS / QO� p 44 EXISTING� o \ oo .. CB/DISK/ O. o N / FOUNDA71ON / �. jk MAP.211 m _CB/DH 73 B 360 S. f D 25,360 S.F t _BUILDING ® � : I ,ze, MAR 0520 WEQUA LAKE pNipG SETB\nl a.� 1 T019V ®i� Si l�E _ . I _ _ , I S>p.0¢ 10 E MAP 211 , FOUNDATION "AS-BUILT' N/F WEDUAOUET: AT. LAKE YACHT CLUB,INC. o. 164_ANNABL'E;POINT�ROAIJ DEED BK.717,PG.478 o \ I L PLAN BK.84,PG.11, _ CENTERVI LE„MA .. .. .. i PREPARED FOR JOHN MCNABOLA PREPARED BY' GRAPHIC SCALE JC ENGINEERING, INC. 2 0 10 . p 40 2854 CRANBERRY HIGHWAY AREHA _. . EAST W M, MA 02538 .. ( IN FEET ) 1 inch = 20 ft. - I_ SCALE:1" =20' MARCH 3, 2020 JCE"#4979 - I i THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A , m / �(C�"J LI DATA 2° LOCUS INFORMATION a , _ �.. CURRENT OWNER: SEAM,JOHN k MARYANIJ BWLGER !' '1- I'z '"1;'C.ICT FND lif_ : DEED BOOK 19987.PAGE 94 TITLE REFERENCE I ice,, • q r PLAN REFERENCE: PLAN BOOK 126, PAGE 103 fD FJ F -- PRESCOTT F'AM.l_ INVESTMENT TRUST \� ".� \.Z?• .tc �I DEED DOOM, 7.71r" PAGE t39 u-I„ ASSESSORS MAP: 2fl ASSESSORS MAP 21t ! ¢+F'..,, _ .� o PARCEL: ¢, PARCEL 4 _- ZONING DISTRICT: RD-1 �,`I - 014, SETBACKS: FRONT 30' %• 3tl.2 ~ SIDE 10' REAR 10' I .I'f-` 7A•. R MINIMUM LOT SIZE: 67,1203 S.F. ' rl.Y/' \• `` r EXISTING TOTAL LOT AREA: 25,6401S.F. P.TIF. f I' ' NITROGEN SENSITIVE I. 'T'�N I EULI !+ IF' LL '7.7F E:S. ZONE: NOT A ZONE It -' '-IONS ':I .L iFIA•.'K -If \ G,:If 0RE , I I'F UI 11 B FEMA FLOOD SIFJM Nl 1 ! + �c ,'V )N ( "-1 ,!' N/F Z IAONE DISTRICT: ZONE"X'& ZONE "X-OTHER" Tp` LAN C f � g _11 ELLEN TERRA&JAMES CHILDS PANEL 25001CO561 J DATED 7-16-14 a DEED BOOK 22501, PAGE 182 �!/• "� ' �' \\\ s �.\y �J�,: ASSESSORS MAP 211 OVERLAY DISTRICT: R:P.O.D. v ` \ /" PARCEL 13 : u ( PROPOSED NEW 'J6 r„1�<, 1't_ '"A.1 _ 7 L / TEACHING AREA \ 63� FIE 1•• r .T O 1`.JiI V �: „l_.�� \I JY 1 TO ��� OCR OKD AS 2., `Hl4NFY ^/� \ .'� X/ \ .OG.g '04ANN QPROPOSED L .I NEW DWEliJNG L PROPOSED NEW FOUNDATW DECK ELEVATION 10.0 r( --� MAS: iIUSE IS PROPOSED NE..J / t /_!,/ I 1 .t / ••c' e - 1 ^r�� N-20 SEPTIC TWAIFI?ANK / _ .r��_ N 4 SI,I I'L�'.1`• 1 PROPOSED /PROPOSED . / ` I ' 0 ' SIL1 iENCF/,B.JJ73C1 1 / POST M RWKDDERD / OF PROPOSED .6 /' (tL / "'O' CD SCE - ' /DECKwo- V } / [(- PFLwosm / WF . y J PROPOSED NEW S9 / ! -DECK . F H-20 ORYWELL / ' �b PROPOSED t J 1 RIM EL-37.8 / + - pq EK 23 S t+E IIII GA 10 M1 EZS NEW GARAGE h J I 1 1 SLAB ELEVATION `% / / '�•-i /v"' ,J c 1 /•, 39.2 / Gn.VEI DRIVE \�. !ADD T Fin. / a I — — STEPS PROPOSED f \_ r ..�,/ - \� it LAKE WEQUAQUET - } / 1 / W S.F. S E Isn1.0 OF TIGAOON 6 11 D' NC lO / I PROPOSFD .. 9 .. i� rtRF cr I as 37 ' I G C100n S.F. PROPOSED lipY\.,O MF MInGAT10N `bfent cn''( PROPOSED 'c f .....-- -- ?OJ'� , ,)•- \ SILT FENCE 201 S.F.REMOVAL.w:1-1,6801 S.F 0 S''.PROPOSED N/f /'+ -Y.�6UyEyF�J', VVEOUAOUE7 LAKE YACHT CLUB .1"9 tiOUi. .il:t ,!D_--LOQ OECD BOOK 717, PAGE 478 i ., I II '�1.Yarlll071F ::I:,i'IC 111. Ili ASSESSORS MAP 21 1I��. 2,8901 S.F.PROPOSED(UVff.WNC/DECK) I I�..C!3 SF,REMOVAL(OWEWNG/DEC'/SNED) - PARCEL 15 ��_ WDGOEU AREA EYJSONC _ 1,21�1 S.F.NEW*II.3,7021 S.F. \, / itOEACII I �)}7 <�)�) 3.7071 S.F.NEW-1,6801 S.F.-2.0221 S.F.MIDGATIOtJ REQUIRED 2,0301 S.F.MITIGATION PROVIDED NSc r:r•.. GRA LT_L WALJI/DRIVF.REMOVED 5801 SY. PR0":15F:0 PATIO 5301 S.F. 1 = ,, ISSUED FOR PERMI fTiNC . \e NOT FOR CONSTRUCI-I0 J '-'D .,,_,_ `' - �'r" ___._ A B GENERAL NOTES: 12" SONOTUBE WITH CONTRACTOR SHALL BIGFOOT FOOTING (TYP.) FOOTING COVERAGE MAINTAIN 48" MINIMUM 1. DWELLING IS LOCATED WITH FLOOD ZONE X AS SHOWN ON ,1'-7" 60'-5" PANEL NUMBER 25001 C0561 J, DATED 7/16/2014. 2. THE CONSTRUCTION OF THE FOUNDATION TO BE IN 46'-5" 14'-0" ACCORDANCE WITH THE NINTH EDITION OF THE 2'-0" 7,-8�., 7,-8�,. 7,-8�,. 7,-8�., 7,-8�„ 7,-8�„ 4,_5,> 4'-5" 4,-6., 5,. MASSACHUSETTS STATE BUILDING CODE. 3. BOTTOM OF FOOTINGS TO HAVE ADEQUATE FROST _ 1' CANTILEVER PROTECTION. REFER TO SITEPLAN FOR FINISH GRADES \ \ l' CANTILEVER \ \ \ 1' CANTILEVER \ \ \ \ AROUND FOUNDATION. (3) 2X8 P.T. GIRDER / / / (3) 2X8 P.T. GIRDER / / / / / 4. REFER TO ARCHITECTURAL PLANS PREPARED BY WESTCHESTER — — — — MODULAR HOMES, INC., 30 REAGANS MILL ROAD, WINGDALE, (3) 2X8 P.T. GIRDER J J NEW YORK, (845-832-6698) PREPARED FOR MCNABOLA CUSTOM HOMES, DATED OCTOBER 17, 2019 FOR REMAINING BUILDING LAYOUT AND DETAILS. OUTLINE OF 12' x 46'-5" DECK ABOVE o z Z 5. EXTERIOR SHEATHING ON KNEE WALLS (IF APPLICABLE) SHALL N I DECK m SCREEN PORCH m BE NAILED WITH 8d COMMON NAILS AT 6" O.C. EDGE SPACING AND 12" O.C. FIELD SPACING. 0 0 X X FOUNDATION NOTES: N N 8" l'-8" 6„ 1. FOUNDATION DESIGN BASED ON THE FOLLOWING PRESUMED SOIL BEARING CAPACITIES: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CRYSTALLINE BEDROCK — 12,000PSF . SEDIMENTARY ROCK — 4,000 PSF - - - - - - - - - - —o SANDY OR GRAVEL — 300PSF 1' SAND L 0 SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND — — — — — — — — _ CLAYEY GRAVEL — 2,000 PSF EMBED STHD14RJ I CLAY, SANDY CLAY, SILTY CLAY, AND CLAYEY SILT — 1,500 PSF STRAP-TIE HOLDDOWN 8" THK x 3'-10" MIN. I I EMBED STHD14RJ 2. CONCRETE SHALL REACH A COMPRESSIVE STRENGTH OF (PSI) IN THE CONC. WALL ON CON'T. co I 8 20"x10" CONC. FOOTING EMBED (1) STHD14RJ I I HOLDDOWN FOLLOWING LOCATIONS: STRAP-TIE HOLDDOWN 1 —8" —BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 3 1/2" CONIC. FILLED STL. LALLY 8" THK x 3'-10" MIN. I� I OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER: 3.000 PSI 8" THK x 3'-10" MIN. COLUMN ON 30" WIDE x 10" DEEP CONC. WALL ON CON'T. I M CONIC. WALL ON CON'T. CONTINUOUS CONCRETE FOOTING 20"x10" CONC. FOOTING I N —GARAGE FLOORS: 3.500 PSI I I I 20"x1o" CONIC. FOOTING I I 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ANY I� DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES SHALL BE REPORTED TO m I 4'-2" 5'-5" 4'-8" 5'-10" 5'-10" S'-6" 5'-0" 5'-3" 5'-0" I I ;� JC ENGINEERING, INC. PRIOR TO PROCEEDING WITH THE WORK. I 8 1 -8 I ;.• I cO STRAP-TIE BED STHD14RJ 4. THE SILL PLATE OR FLOOR SYSTEM SHALL BE ANCHORED TO THE HOLDDOWN FOUNDATION WITH 5/8" 0 BOLTS PLACED AT 32" O.C. ALONG END WALLS AND AT 56" O.C. ALONG FRONT AND REAR FOUNDATION WALLS WITH r --�-- -- -- - - - - -- -- - -- - - -- - - -- - - -- - -- -- +- -- `i 3"x3"xY4" PLATE WASHERS PLACED 6"-12" INCHES FROM END AND Li CORNERS. BOLTS SHALL EXTEND A MINIMUM OF 15 INCHES INTO MASONRY N I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I cD N OR SEVEN INCHES INTO CONCRETE. THERE SHALL BE NO PROTRUSION OUTLINE OF 4' x 14' PORCH ABOVE I 2'-11" 40'-0" 3'-9" L- N ABOVE TOP OF SILL PLATE. (2) 2X8 P.T. GIRDER DROP TOP OF FOUNDATION _ _ _ — J I r , r o 5. A PERIMETER SEAL SHALL BE PROVIDED UNDER 2x6 PRESSURE TREATED 6" AT BULKHEAD I EMBED (1) STHD14RJ — — — — — — I SILL PLATES. STRAP-TIE HOLDDOWN I 7ctr_o- SECTIONN6. FOUNDATION WALLS SHALL EXTEND AT LEAST EIGHT INCHES ABOVE THE CRAWL SPACE I 6'-0" 6'-0" FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS. I 6x6 POST UPEXCEPTION: WHERE MASONRY VENEER IS USED, FOUNDATION WALLS SHALL TO HEADER EXTEND A MINIMUM OF FOUR INCHES ABOVE THE FINISHED GRADE. 2'-0" 4'-0 2 -0 4'-0" 2'-0" ) (MID SPAN AND OUTER CORNER) 7. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. 615. GRADE 60. 8" THK x 3'-10" MIN. m 12" SONOTUB" O24"x 24"x 10" CONIC._ CONC. WALL ON CON'T. EMBED (1) STHD14RJ FOOTING TYP.) �q§ 20"x10" CONC. FOOTING STRAP-TIE CD HOLDDOWNS 8 1 -8CONTINUOUS RIDGE VENT 18" THK CONC. WALL EMBED STHD14RJ N F- r---1 PORCH f—--1 r'--�-1 ON CON'T. 20"x10" STRAP-TIE II (2) 2X8 P.T. I I I I (2) 2X8 P.T.ICONC. FOOTING HOLDDOWN I I 2x4 @ 16" O.C. L- J L--J L--J L- J16„ pG 2xl® 16" O 12 6'-4" 15'-0" 5'-6" 7'-0 5'-6" 15'-0" lo 2x6 STUD AT 16" O.C. 0 R-49 FBGLS. INSUL2x6 @ 16 O.C. 2x6 @ 16 O.C. H2.5 ® EACH RAFT48'-0" 14'-0" 1/2" GYP BD62'-0" HEADER UPLIFT STRAP ON ALL INT. WALLS H2.5 EACH RAFTER (3) 2x8 FULL SPAN HEADERFOR EACH KING STUD (MAX. 6' WIDE ROUGH (3) 2x6 MIN. FULL CONTRACTOR SHALL 12" SONOTUBE ON OPENING FOR WINDOWS) SPAN HEADER MAINTAIN 48" MINIMUM 24"x 24"x 10" CONC. STHD14RJ STRAP-TIE x6 P.T. POST WITH FOOTING COVERAGE FOOTING (TYP.) (2) 2x6 MIN. KING STUDS HOLDDOWN IN LOCATIONS AS SIMPSON AOA66 BASE BETWEEN EACH WINDOWSHOWN ON FOUNDATION PLAN AND BCS2-3/6 POST ENCLOSED PORCH CAP A FOUNDATION PLAN B UPLIFT STRAP FORSCALE: 1/4"=1 �-0" EACH KING STUD MODULAR UNIT BY OTHERSSTRAP-TIE FIRST FLOOR FIRST FLOOR BLOCKING BENEATH S PORCH EACH POST P.T. 2x10 AT 16" O.C. (2) 2X6 P.T SILLP.T. 2x8 AT 16" O.C. H2.5 © EACH JOIST W/ SILL SEALER H2.5 @ EACH JOIST STHD14RJ STRAP-TIEHOLDDOWN IN LOCATIONS AS 5/8" ANCHOR BOLT CRAWL SPACESHOWN ON FOUNDATION PLAN CONCRETE SLAB ZWITH POST BASE4" CONIC. SLAB 5/8" ANCHOR BOLT ° — — - - WITH POST BASE MODULAR UNIT BY OTHERS MODULAR UNIT BY OTHERS 5/8" ANCHOR BOLTS w/ COMPACTED FILL STRAP-TIE °3'x3"x1/4' PLATE WASHERS ---------------WOOD PORCH FIRST FLOOR 4WOOD DECK PORCH 2 -p2 -pP.T. 2x10 AT 16" O.C. blM P.T. 2x8 AT 16" O.C. i � ° 12 SONOTUBE PERIMETER BEAM (2) 2X6 P.T SILL 0 12" SONOTUBE WITH FOOTING TO BEAR ON o o OF MODULAR UNIT W/ SILL SEALER - j 4 ° ° BIGFOOT FOOTING (TYP.) UNDISTURBED SOILSIIII= UNDISTURBED SOILS5/8" ANCHOR BOLT =IIII I 3-1/2" CONC. FILLED CRAWL SPACE - ° 20" x 10" CONIC. FOOTING IIIIz20" x 10" CONC. FOOTINGWITH 2x4 KEYWAYWITH POST BASE STEEL LALLY COLUMN4" CONC. SLAB CONCRETE SLAB WITH 2x4 KEYWAYCOMPACTED FILL COMPACTED FILL a ° ° lea aSILL PLATE'2.. SECTION B - B 2'_p 1/4" x 6" x ** STEEL PLATE 12" SONOTUBE �TO EXTEND FULL WIDTH OF FOOTING (TYP.) „FOOTING TO BEAR ON PERIMETER BEAMS (** TO BE ° SCALE: 1 /4 =1 -0UNDISTURBED SOILS FIELD DETERMINED AT TIME OF12" SONOTUBE WITH FOOTING TO BEAR ONBIGFOOT FOOTING (TYP.) INSTALLATION OF UNITS) UNDISTURBED SOILS20" x 10" CONC.FOOTING WITH 2x4FOOTING TO BEAR ON 20" x 10" CONC.KEYWAY UNDISTURBED SOILS FOOTING WITH 2x4 7" MIN.KEYWAYPROPOSED FOUNDATION FOR: �' C"U°HHLLJR JOHN MCNABOLA IVlL SCALE: " " APPROVED BY- DRAWN BY-.418 1/4 =1'-0 B.M.B. GIST DATE: 12/23/19 REVISED: 2/11/20 ANCHOR BOLT DETAIL , PREPARED BY: A - A � JC ENGINEERING INC . SCALE. 1/4"=1 '-0" SCALE: N.T.S. 164 ANNABLE POINT ROAD DRAWING NUMBER: CEN TFR VI I I F KA A GENERAL NOTES: 12 SONOTUBE WITH CONTRACTOR SHALL MAINTAIN 48" MINIMUM 1. DWELLING IS LOCATED WITH FLOOD ZONE X AS SHOWN ON BIGFOOT FOOTING (TYP.) - FOOTING COVERAGE PANEL NUMBER 25001CO561J, DATED 7/16/2014. 2. THE CONSTRUCTION OF THE FOUNDATION TO BE IN 14'-0" ACCORDANCE WITH THE NINTH EDITION OF THE MASSACHUSETTS STATE BUILDING CODE. 7'-82 7'-82„ 7,-8 7'-82 7'-82,, 7,_81, 4—5 4—5„ 4—6„ 5" 3. BOTTOM OF FOOTINGS TO HAVE ADEQUATE FROST I PROTECTION. REFER TO SITEPLAN FOR FINISH 'GRADES 1' CANTILEVER — � -- � - - - - -� _._. — --- -� - - - - - - - - - - - - - -- � - - � � - - �- - � \ AROUND FOUNDATION. \ \ 1 CANTILEVER \ \ \ 1 CANTILEVER 1 -0 \ - 4. REFER TO ARCHITECTURAL PLANS PREPARED BY WESTCHESTER (3) 2x8 P.T. GIRDER \ / (3) 2X8 P.T. GIRDER / > , �� �� MODULAR HOMES, INC., 30 REAGANS MILL ROAD, WINGDALE, (3) 2x8 P.T. GIRDER NEW YORK, (845-832-6698) PREPARED FOR MCNABOLA CUSTOM 'HOMES, DATED OCTOBER 17, 2019 FOR REMAINING BUILDING LAYOUT AND DETAILS. "''OUTLINE OF 12 x 46 -5 DECK ABOVE �— t— ii a aw 5. EXTERIOR SHEATHING ON KNEE WALLS (IF APPLICABLE) SHALL o I i? w BE NAILED WITH 8d COMMON NAILS AT 6" O.C. EDGE SPACING r, DECK �' SCREEN PORCH `° a AND 12" O.C. FIELD SPACING. I a: r ( FOUNDA1ON NOTES: X x �- 1. FOUNDATION DESIGN BASED ON THE FOLLOWING PRESUMED I 8 s„ SOIL BEARING CAPACITES: CRYSTALLINE BEDROCK - 12,000 PSF . . 77' SEDIMENTARY ROCK 4,000 PSF ' �-� .`: 1' O" SANDY GRAVEL OR GRAVEL 3,000 PSF — — -- — — — — — -- — — — — — — — SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND I M STHD14RJ CLAYEY GRAVEL - 2,000 'PSF EMBED � � CLAY, SANDY CLAY, SILTY CLAY, AND CLAYEY SILT - 1,500 PSF I STRAP—TIE - HOLDDOWN 8" THK x S-10" MIN. I I EMBED STHD14RJ 2. CONCRETE SHALL REACH A COMPRESSIVE STRENGTH OF (PSI) IN THE 8" CONC. WALL ON CON T. _ STRAP--TIE FOLLOWING LOCATIONS: IEMBED (1) STHD14RJ I HOLDDOWN FOLLO N 20"x10" CONC. FOOTING t STRAP—TIE HOLDDOWN 0 -BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 1-8 ;� OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER: 3.000 PSI r` 3 1/2" CONC_ FILLED STL. LALLY 8" THK x S-10„ MIN m I t 8 THK x 3—10 MIN. I I COLUMN ON 30" WIDE x 10" DEEP CONC- WALLON CON T. I N GARAGE FLOORS: 3.500 PSI CONC. WALL ON CON'T. CONTINUOUS CONCRETE FOOTING 20"x10 CONY. FOOTING 20"x10" CONC_ FOOTING 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ANY h DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES SHALL BE REPORTED TO I . , „ " , » " JC ENGINEERING, INC. PRIOR TO PROCEEDI NG NTH THE WORK. m I 4-2' 5-5 4-8 5'-10 5-10 5-6 5-0 5'-3" 5-0 r7 STRAP—TTHDI4RJ 4. THE SILL PLATE OR FLOOR SYSTEM SHALL BE ANCHORED TO THE HOLDDOWN FOUNDATION WITH 5/8" 0 BOLTS PLACED AT 32" O.C. ALONG END WALLS — - - — - -1 — — I I� AND AT 56" O.C. ALONG FRONT AND REAR FOUNDATION .WALLS WITH x x PLATE WASHERS PLACED 6 12 INCHES FROM END AND N - .. % _ ! 3 3 Y4 L - - - __ _- > -_ _ _ ---�7------ - -_ _-__ ---- � � CORNERS. BOLTS SHALL EXTEND A MINIMUM OF 15 INCHES INTO MASONRY N — J OR SEVEN INCHES INTO CONCRETE. THERE SHALL BE NO PROTRUSION OUTLINE OF 4' x 14' PORCH ABOVE i •. � � ABOVE TOP OF SILL PLATE. 2—11 40'-0,, 3,_9„ (2) 2X8 P.T. GIRDER I r , r 5. A PERIMETER SEAL SHALL BE PROVIDED UNDER 2x6 PRESSURE TREATED DROP TOP OF FOUNDATION J 6» AT BULKHEAD EMBED (i) STHD14RJ ..,. o SILL:PLATES. 77"77777STRAP—TIE HOLDDOWN ' J L— J _ -- 6. FOUNDATION WALLS SHALL EXTEND AT LEAST EIGHT INCHES ABOVE THE _ — J - • s'-o" 6'-0" 1 -O" i FINISHED GRADE ADJACENT TO THE .FOUNDATION AT ALL POINTS. CRAWL SPACE EXCEPTION: WHERE MASONRY VENEER IS USED, FOUNDATION WALLS SHALL I I EXTEND A MINIMUM OF FOUR INCHES ABOVE THE FINISHED GRADE. t I I 2'-0" 4'-0" 2'-0" 4'-0" 2'-0„ _ l 7. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. `6i5. GRADE 60. „ 12" SONOTUBE ON _ I . t 1 IN... 8 THK'x_3 i 4 x 4-x 10 ', W ON T: 2 2 N A "ON C CONC LL 14R EMBED 1 STHD J „ „ FOOTING (TYP.) � x10 CONC. FOOTING -20 STRAP TIE m HOLDDOWNS co I 77777<. I 8 THK CONC. WALL EMBED STHD14RJ `" r PORCH r r �� ON CON'T. 20"x10" STRAP-TIE I I(2) 2X8 P.T. I I I I (2) 2X8 P.T.I CONC. FOOTING HOLDDOWN I L_. ._._i L.—__1 L� _l 6,_4„ 15,_0" 5'-6" 7'-0 5'-6" 15'—O" 48'-0" 14'-0.. 62'-0" CONTRACTOR SHALL 12„ SONOTUBE ON MAINTAIN 48" MINIMUM 24"x 24"x 10" CONC. FOOTING COVERAGE FOOTING (TYP-) A FOUNDATION PLAN SCALE: 1/4"-1, 0„ STHD14RJ STRAP—TIE HOLDDOWN IN LOCATIONS AS SHOWN ON FOUNDATION PLAN a a ° MODULAR UNIT BY OTHERS MODULAR UNIT BY OTHERS 5/8" ANCHOR BOLTS w/ STRAP—TIE 3"x3"x1/4" PLATE WASHERS a� WOOD PORCH FIRST FLOOR �a , i, a a / .�. a WOOD DECK PORCH. ZS�_SZ.S2S �:�2StStS — — - — .� — _ ° a �,.',-•� a a a P.T. 2x10 AT 16" O.C. P.T. 2x8 AT 16" O.C. - PERIMETER BEAM (2) 2X6 P.T SILL OF MODULAR UNIT W/ SILL SEALER III�II�I y a a 'l4; 0�lags =N1 q z 5 8 ANCHOR BOLT _ ^t 3-1/2" CONC. FILLED CRAWL SPACE WITH POST BASE STEEL LALLY COLUMN 4" CONC. SLAB :' . CONCRETE SLAB a - g ° HURCH s C L 41 " c N di$ COMPACTED FILL y COMPACTED FILL ————————— ------ ---------------- s, c ° v II a SILL PLATE — 1/4" x 6" x ** STEEL PLATE 12" SONOTUBE 2 0 TO EXTEND FULL WIDTH OF FOOTING (TYP.) ° PERIMETER BEAMS ** TO BE Q FOOTING TO BEAR ON ( 12" SONOTUBE WITH UNDISTURBED SOILS FIELD DETERMINED AT TIME OF FOOTING TO BEAR ON 32" m t �\.\ BIGFOOT FOOTING (TYP.) yi INSTALLATION OF UNITS) UNDISTURBED SOILS ° R 20" x 10'' CONC. FOOTING WITH 2x4 FOOTING TO BEAR ON 20" x 10" CONC. KEYWAY 7" MIN. UNDISTURBED SOILS FOOTING WITH 2x4 a `� KEYWAYa - PROPOSED FOUNDATION FOR: ° JOH N M CN AB OLA SCALE: 1/4"=V-0" APPROVED BY: DRAWN BY: B.M.B. DATE: 12/23�19 REVISED: ANCHOR BOLT DETAIL PREPARED BY: i SECTION A— A � � SCALE: N.T.S. JC ENGINEERING, INC . SCALE: 1/4„_1 '-0" 164 ANNABLE POINT ROAD DRAWING NUMBER: 1 OF 1 CENTERVILLE, MA LOCUS INFORMATION o Q 0 Of LAKE Ir o I I CURRENT OWNER: THOMAS & LEANNE FISHER _J m Q� WEQUAQUET NOTE. _ D ►- TITLE REFERENCE: DEED BOOK 29456, PAGE 108Ld CONTRAC c� • N �1�l' I ABANDONTEXISTiNGOR LSEPTIC� FACILITIES ININ ACCORDANCE LL NTH SAND, AND = m N F o o PLAN REFERENCE: PLAN BOOK 126, PAGE 103 Q / t, o " W I .� WITH TITLE 5. PRESCOTT FAMILY INVESTMENT TRUST , � 0.22, > z DEED BOOK 27933, PAGE 139 / W ASSESSORS MAP: 211 O Q ASSESSORS MAP 211 ��Y -- PARCEL: 014 z ZONING DISTRICT: RD-1 PARCEL 4 �' a' (n JOHNNY CAKE RD. '� � � � N � C12 SETBACKS: FRONT 30' X / , 0.5 MIL POLY BREAKOUT " SIDE 10' � 38.2 - , LINER REAR 10' GREAT MARSH ROAD TOP=39.1 O BOT=34.1 MINIMUM LOT SIZE: 87,120t S.F. LOCUS MAP: NOT TO SCALE o EXISTING TOTAL LOT AREA: 25,640±S.F. LEACHING PROPFOIELD SED SO' NITROGEN SENSITIVE 15' X 30' ZONE: NOT A ZONE II � N F ZONE DISTRIFEMA CT: OFMgss9� ,� / ZONE X & ZONE X-OTHER o�' tiG ELLEN TERRA & JAMES CHILDS PANEL 25OO1CO561 J DATED 7-16-14 BRIANG. / INV.�TYP`.)=38.47 i YERGATIA• ; c DEED BOOK 22501, PAGE 182 OVERLAY DISTRICT: R.P.O.D. CIVIL ASSESSORS MAP 211 No.4 nA s .hp `,';c z PARCEL 13 -09 9F ROPOSE�' � •• • / �ss!BNb / :. `: DIST. BOX / /.l ' � ` n INV. IN=38.68j �p '� INV. OUT=38.51 � r, -)A BRIAN G. YERGATIAN DATE 4 *1 a.� )` �" g ���.� V co a � � � 00iO4 PROFESSIONAL ENGINEER " ' 6 � PROPOSED DRYWELL 4. S6. BENCHMARK: � � 7S ��- TP / \�• � � 1 .01 TOP OF CONCRETE BOUND �3► ��� ELEVATION=45.9 (NAD 88) EXISTING SHED SEPTIC SYSTEM TO BE REMOVED / - �.� 96� S.F. UPGRADE • b PROP ED � INSPECTION POT "�` � �•„ \f 37 �.. " °'� 4q1� • N 43.33'06" W o -, / 3.37' � O 0 7 Jj ,1 / 0��::, off ,; " • /sQ' ��`� / �� P� 164 ANNABLE POINT RD. (,, ` ., ".`"^•..7�"'.. .'.^ f Jdgvc "' s 33gk+z'f'ti�`k t'.., b „ s \ �� IN .0-1001 Q PROPOSED 2,000 GALLON / 3 �a-�� �;e 11v I XI i� G PATIO -. / CENTERVILLE PUMP CHAMBER � / � � u � ���x����, �� ��'�, �� � �� �r � r�0' UN R DECK INV. IN=35.80 � ..-'� �� r � ` r "� � � INV. OUT=35.80 /'`/ O MAS SAC H U S ETTS + I u �«'a K '�;i ¢ r & • BARNSTABLE COUNTY ry/ E`�.,.. / APPROXIMATE / D—BOX , YY n 38.8 / LOCATION OF SEA I �. �? LEACHING AREA ram , PROPOSED 8'x28, M �� � } ,� DECK �r / N / y 3 T w w t . ,� ,• ._ • / f SITE PLAN R w PROPOSED t / r / . EXISTING � � � - _ PROPOSED sip y _ x 1 STORY MITIGATI050tSEF. `� 32-- / SHALLOW �� x � � g WOOD FRAME HOUSE #164 H-20 DRYWELL __ r - RIM EL=36.5 G w --.._ _ R 4 3 ' F. FLOOR=37.�1 - -�---- 8. �� ri TOF=36.9 0 PROPOSED DECEMBER 12, 2019 18" HIGH WOOD i 3 / gty PO MARKER \ � A CK POST A • \ e/ ..•V. T � • 4 ' 4 f � 'W a9 i'��43 E � • ,,.� I ti.. ae y PF�'POSED � .� �� � � STRAW ES � o r we W TTL 1 , ,�' / . REMOVE & DISPOSE � � x I EX. BIT. CONC. 3 0 � �� N0. DATE DESC. 3 PIER, FLOAT 8t DOCK i .m. ax^^s...._... s f� PERMIT "ART-0081" ' �' r,•-w" r�� �`� '"�„ �-�.`�-.�..I � '0' QQC BOOK 7804—Fi0 u RQPOSIED COG BOOK 19073-172 d - , ORCi \ f " XISTING �. kerh; b \ 'f BASKETBALL BALL O �`` SAND �� 5� BEACH •I COURT '3 _J ,� �`� FUTURE GARAGE / S.F. - - A. • 624 w - ' • f ' h, 'A 1,967± S.F. EXISTi" '3. �� I M t DECK / BUILDING C9 ng . BE REMOVED aQ 11 / w Q PREPARED FOR: �• k 3 THOMAS FISHER • PROPOSED 164 ANNABLE POINT ROAD PERVIOUS PATIO f RE `\ I CENTERVILLE, _,...., ARE PIT � � MASS � TO BE REMOVED OUTSIDE , I I 617-594-4677 50' BUFFER 2p3 PROPOSED FIRE PIT. 57206•104 f BSC R 448E S.F. REMOVAL 04:1 = 1,792t S.F. I k � / � I OUP 0 S.F. PROPOSED N/F . •A HISTORIC HIGH WATER PER CAPE COD COMMISSION. WEQUAQUET LAKE YACHT CLUB WOODED AREA I ELEVATION 33.8 NGVD 1929 349 Route 28, Unit D X / I ELEVATION 33.8 NAD 88 — THIS PLAN W. Yarmouth, Massachusetts DEED BOOK 717, PAGE 478 \�or r.hss ASSESSORS MAP 211 ��� � 02673 50-100 PARCEL 15 X EXISTING /o�° '�A • WOODED/AREA -SAND / BEAC I � KIERAN J. -� 508 778 8919 2,403t S.F. PROPOSED (DWELLING / DECK) X •/ 1.656t S.F. REMOVAL (DWELLING / DECK / SHED) O.4 1 ) 747t S.F. NEW 03:1 = 2,241t S.F. NO. c © 2019 BSC Group, Inc. t W — 1 792t S.F. = 450t S.F. MITIGATION REQUIRED �`'` I Fs RFcisT�R � � > > 2,241 S.F. NEW �;�' �j�s'ohqL �,,,os SCALE: 1 = 10 450t S.F. MITIGATION PROVIDED °`� �. `-•b" "_,._ ��'�y • O 5 10 20 FEer GRAVEL WALK/DRIVE REMOVED 580t S.F. PROPOSED PATIO / WALK 530E S.F. • /��" ✓ FILE: 48905-SP-5.DWG DWG. NO: 5679.03 ,U SHEET 1 OF 2 �- JOB. NO: 48905.01