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1825 OLD STAGE ROAD
l 8 oil O)CL S 4a 3 N SMEAD No. 53LOR UPC 12543 smead.com • Made in USA Vfcyclr roi p [ F88t{RS®NINSPRDDU[�Ut SFI OFWSRPROMAM CERMED WOWSWROGRANLORG SOURCWG a N�� ��e — ao�s i BUILDINGDEPT. Application Number...... .L (1..."'... .. (.................. eA MASIL �. SEP 17,2020 Permit Fee.....,�� g � ..... ...................Zonin District........................ 1639. TOWN OF BARNSTABL ETotw Fee Paid............................................................... . .... TOWN OF BARNSTABLE Permit Approval b �� ola � BUILDING PERMIT S C NE Map.............. 5.�C..........Parcel....... ..................... APPLICATION � �� Section 1 — Owner's Information and Project Location Project Address IS Z5 (Old $42.92 �- W•B&xulo- z,,uIVillage &tcwl�oz669 Owners Name J?-'!-A P�T A JR-9}0 Oo RY.N Owners Legal Address 1?92S City /Wp4� J�aX444�LL State ANPv Zip r(o,2 L� Owners Cell #5a 69 f • 01$6 E-mail La4, AP- _2 InclM I . C4h, Section 2 —Use of Structure Use Group ❑ 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 ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System g Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Foundation Only Other—Specify Section 4 - Work Description C' ei Loam �vtnu -p-2nmi B- 210•- &Gal 19 `1 har Last updated: 1/31/2 20 Application Number.................................................... Section 5—Detail Cost of Proposed Construction_W.00 Square Footage of Project Age7of Structure Dig Safe Number # Of Bedrooms Existing Total # Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method *❑ MA Checklist...[] WFCM Checklist ❑ Design Section 6— Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply ❑ 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 Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 1/31/2020 Application Number........................................... Section 9—Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # 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.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number 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 by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number vJ%R.(02 f. ;f 86 Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 1CMR 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 �0, t SI ZOZO APPLICANT SIGNATURE Signature Qi,�2LQiv— Date 09 /S ZOZ0 j l Print Name ROUM A94uffo �Rvn nu Telephone Number 5V84 '/- 2/ 86 E-mail permit to: Last updated: 1/31/2020 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 f:re department for approvak Section 13 — Owner's Authorization I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name Last updated: 1/31/2020 ' .$ . Town of Barnstable Building z Post This Card SoThat it is Visible From theStireet-Approved Plans Must be Retained on lob andthis Card Must be Kept Po .nursresrre ' Until Final Inspection Has Been Made. ►ear Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit I ' Permit No. B-20-869 Applicant Name: RYAN,RENATA ARAUJO Approvals Date Issued: 03/19/2020 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 09/19/2020 Foundation: Residential Map/Lot: 152-036 Zoning District: RF Sheathing: Location: 1825 OLD STAGE ROAD,WEST BARNSTABLE Contractor Name: Framing: 1 Owner on Record: RYAN,RENATA ARAUJO Contractor License: 2 Address: 1825 OLD STAGE ROAD Est. Project Cost: $ 1,500.00 Chimney: WEST BARNSTABLE,MA 02668 Permit Fee: $85.00 Description:' proposed basement bathroom(6x10) Fee Paid: $85.00 Insulation: Project Review Req: Date: 3/19/2020 Final: Plumbing/Gas Bu*ldmnp-Official Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced-within six months"'after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the localizoning by-lawsiand codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the-Building-and-Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue.lining-is.installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: I , i 4_ Town of Barnstable RECEIPT '' '$ ' 200 Main Street, Hyannis MA 02601 508-862-4038 16 ok Application for Building Permit Application No: TB-20-869 Date Recieved: 3/18/2020 Job Location: 1825 OLD STAGE ROAD,WEST BARNSTABLE Permit For: Building-Alteration INTERIOR Work Only-Residential Contractor's Name: State Lic. No: Address: , , Applicant Phone: (Home)Owner's Name: RYAN,RENATA ARAUJO Phone: (Home)Owner's Address: 1825 OLD STAGE ROAD, WEST BARNSTABLE,MA 02668 Work Description: proposed basement bathroom(6x10) Total Value Of Work To Be Performed: $1,500.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. 1 hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: RYAN,RENATA ARAUJO 3/18/2020 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $1,500.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 3/18/2020" $85.00 809 Check Total Permit Fee Paid: $85.00 0 THIS IS NOT A PERMIT The Commonwealth of Massachusefft Department of IndavtrialAccidents Office of Invadgadons 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name(Business/Organiz Son/Individual): V,_FENk-r z-A. RY A-N t ARA/3o) Address: (Q 25 0 4�d City/State/Zip:V.$gin m OZ 6 Phone#: 50 2 Z/94 Are you an employer?Check the appropriate boa: Type of project(required): 1.❑ I am a employer with- 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached shy 7• ❑Remodeling ship and have no-employees These sub-contractors have S. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp•insurance.: required-] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their I LE]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' 13.❑Other 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 they am doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors 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-contracton have employees,they must provide their workers'comp.policy number. , I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/StatelZip: 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. I do hereby certffy under the pains and penaltles of perjury that the information provided above is true and correct Si store: gett� Date: O l5 W F_G ,Phone#• 50 so• (,Y l. at R6 Official 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,MOL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contrad 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 numbers)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 member listed below. Self-insured companies should enter their self-insurance license member 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 or town may be provided to the applicant as proof that a valid affidavit is on file for fume 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 wwwmm.gov/dia r RDP�s� � Ll V \ q 1 v S u&"10" �- P 6 7 f e a� a � �. )02. Gel Zi86� - S- MQe- col '�lt ,s5ahw.,Joffe , 'M A ,0 Z 6.6 9 2 � ., . �- 2 ,.��,.,� Town of Barnstable Building Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept 3p. $ `Posted Until Final Inspection Has Been Made. z6 . �0 FOMnc" :Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made.J Permit Permit No. B-20-869 Applicant Name: RYAN, RENATA ARAUJO Approvals Date issued: 03/19/2020 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 09/19/2020 Foundation: Residential Map/Lot: 152-036 Zoning District: RF Sheathing: Location: 1825 OLD STAGE ROAD,WEST BARNSTABLE Contractor Name:�-., Framing: 1 Owner on Record: RYAN, RENATA ARAUJO Contractor License: 2 Address: 1825 OLD STAGE ROAD Est. Project Cost: $ 1,500.00 Chimney: WEST BARNSTABLE, MA 02668 Permit Fee: $85.00 Description: proposed basement bathroom (6x10) Fee Paid: $85.00 Insulation: Project Review Req: Date: `� 3/19/2020 Final: l_.._. . . Plumbing/Gas Builcl*ne Official Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Plumbing: 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. Rough Gas: 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 work until the completion of the same. J Final Gas: I � 1 The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work:F 1.Foundation or Footing Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Rough: 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 Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Per s co ting 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: VKU Application Number....... * BARNSTABLE, MASS. Permit Fee.........4?.5....................Other Fee:....................... TotalFee Paid............................................................... ...... TOWN OF BARNSTABLE Permit Approval by.... ...........on....//'J Zo BUILDING PERMIT map....... . �.... -..........Parcel........ .. ................/.... . APPLICATION Section 1 — Owner's Information and Project Location i Project Address rg ZS 0.1d S40,Qe � Village .&A n� ,�•� Owners Name .. y��- SCANNED / ONR 18 MAR 2 0 2020 Owners Legal Address ZS !s4m,%Q 42t� _ NgLE ``�� City _'�� �C�/`UY1�T�i — State ' - �pW Zip <U 2- Owners Cell #_DO 9. G I . 2, E-mail x , 60 Section 2 — Use of Structure Use Group ❑ 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 ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑" Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild �❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ . Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description ro1Be-me_ 95 ten ear &A r o o rr, X 0 m i I Last undated: 11/15/2018 I Application Number.................................................... Section 5—Detail Cost of Proposed Construction 3 I. 9,0 0 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 Section 6—Project Specifics i ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression 1 ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom I� Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway i 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 Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/15/2018 Application Number........................................... Section 9- Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # 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.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number 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 by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name:K2nOA6L A 1VOW � Q ai , Telephone Number 509 , b L 2 196 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 Print Name V P1" P-4 U Jd l2 yP-N Telephone Number 6 1 Z E-mail permit to: rL�Qk er kA_ e co M Last updated: 11/15/2018 Section 12 —Department Sign-Offs • I 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 i i Section 13— Owner's Authorization it as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: 1 I � I (Address of job) Signature of Owner date Print Name 1 1 it i I I i I Last updated: 11/15/2018 V C,6 ai 1 V ® r o � SCANNED I MAR 20 2020 i 4 i 1 ` s 1 Lu ��p ... _. -I L1 - : t R [` aIDQ s ` i f t � ! te i ,ems a s � The Commonwealth of Massachusetts Department of Indus&WAccidents Office of Investigations IF 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Orgmiza6on/Individual): ��NATI{} tWi% Z-yAO Address: 1*0.R5 Q -. 5_TAG4-, Pt) City/State/Zip: W ES L NS Q;: Phone#: SOB ° (08 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 employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees 'These sub-contractors have S. ❑Demolition workingfor me in an aci employees and have workers' Y capacity. 9. ❑Building addition [No workers' comp.insurance comp.insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.,W 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' 13.❑Other 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 afdevit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContnactors that check this box must attached an additional sbeet showing the name of the sub-contractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. > 1 am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: , Expiration Date: Job Site Address: City/StaWzip: 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. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature / Date: Phone#• 6g 1 ' V 86 Off lciat use only. Do not write in this area,to be completed by city or town gf)`idal 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#: I r 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 bi 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 burldhW 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 lime. 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 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 bum 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 ljnvestigatiow 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;mm.gov/dia `"E'° Town of Barnstable &UU `"B` '�p Building Department-200 Main Street °•foM�+��° Hyannis, MA 02601 Tel. (508).862-4038 Certificate Of Occupancy Permit Number: B-2015-02735 CO Issue Date: 7/25/2016 Parcel ID: 152-036 Zoning Classification: RF Location: 1825 OLD STAGE ROAD, WEST Proposed Use: 1300 BARNSTABLE Gen Contractor: ROBERT M RYLEY Permit Type: Residential - Comments: Building Official Date: TOWN OF BARNSTABLE Building tHE 201502735 * BARNSTABLE, Issue Date: 06/01/15 Permit MASS. I 1639.1�A�� Applicant: ROBERT M.RYLEY Permit Number: B 20151343 Proposed Use: DEVELOPABLE LAND Expiration Date: 11/29/15 Location 1825 OLD STAGE ROAD Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 152036 Permit Fee$ 484.50 Contractor ROBERT M.RYLEY Village WEST BARNSTABLE App Fee$ 100.00 License Num 003268 Est Construction Cost$ 95,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW RESIDENTIAL SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: JENKINS,JAMES A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 227 PINE ST INSPECTION HAS BEEN MADE. WEST BARNSTABLE,MA 02668 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION ' RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS OK Awl P��/zz/<G 2 iaFjN NR 7/1�T/6fo ItiZt�/ 2 �flitl o i< 7/a A. t. i 3 - 1 Heating Inspection Approvals Engineering Dept Fire Dept.v�hlnrYABt2 F��� 2 jBoa2h stry ID Home Energy Rating Certificate Reg;umber 17116 993 Rating Number 17116 Certified Energy Rater Andrew Popielarski 1825 Old Stage Rd. J Rating Date 7/13/2016 West Barnstable,MA 02668 Rating Ordered For Habitat for Humanity Cape cod * . - i i e i i Estimated Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Heating 7.4 $401 266% Confirmed HERS Index: 7 Cooling 1.4 $75 50% Efficient Home Comparison:93%Better Hot Water 2.6 $139 92% Lights/Appliances 12.9 $697 463% General Information Photovoltaics -21.5 $-1161 -770% Conditioned Area 972 sq.ft. House Type Single-family detached Service Charges 50 0% Conditioned Volume 7773 cubic ft. Foundation Unconditioned basement Total 2.8 $151 100% Bedrooms 2 Criteria Mechanical systems Features, This home meets or exceeds the minimum criteria for the following: Air-source heat pump: Electric,Htg:9.7 HSPF.Clg: 17.0 SEER. 2009 International Energy Conservation Code Water Heating: Heat pump,Electric,3.39 EF,50.0 Gal. 2012 International Energy Conservation Code Duct Leakage to Outside 31.00 CFM25. Ventilation System Exhaust Only:67 cfm,23.0 watts. Programmable Thermostat Heat=Yes;Cool=Yes Building Shell Features Ceiling Flat R-60.0 Slab None Sealed Attic -NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value:0.300,SHGC:0.290 Certified HERS Rating Company Above Grade Walls R-23.0 Infiltration Rate Htg:351 Clg:351 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Lights end Appliance Features Sagamore Beach,Ma. 888-503-2233 Percent Interior Lighting 90.00 Range/Oven Fuel Electric Info@energycodehelp.com Percent Exterior Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan(cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings.®1985-2014 Architectural Energy Corporation,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. y r 2012 IECC Certificate 1825 Old Stage Rd., West Barnstable, MA 02668 Building Envelope Insulation Ceiling R-60.0 Above Grade Walls R-23.0 Foundation Walls R-0.0 Exposed Floor R-30.0 Slab None Infiltration Htg: 351 Clg: 351 CFM50 Duct R-6.0 Total Duct Leakage 31.00 CFM @ 25 Pascals Window Data U=Factor SHGC Window 0.300 0.290 Mechanical Equipment ASHP: Electric, Htg: 9.7 HSPF. Clg: 17.0 SEER. DHW: Heat pump, Electric, 3.39 EF, 50.0 Gal. Builder or Design Professional _ Signature ,Andrew Pope/QI S�% REM/Rate Residential Energy Analysis and Rating Software v14.5.1 4 i Air Leakage Property Organization HERS Habitat for Humanity Cape cod Home Energy Raters LLC. Confirmed 1825 Old Stage Rd. 888-503-2233 7/13/2016 West Barnstable, MA 02668 Andrew Popielarski Rating No:17116 RaterID:5363711 Weather:Barnstable, MA Builder Old Stage1825 Habitat for Humanity Cape cod Old Stage 1825 C.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.12 0.10 ACH @ 50 Pascals 2.71 2.71 CFM @ 25 Pascals 224 224 CFM @ 50 Pascals 351 351 jl Eff. Leakage Area (sq.in) 19.3 19.3 Specific Leakage Area 0.00014 0.00014 ELA/100 sf shell (sq.in) 0.63 0.63 Duct Leakage Leakage to Outside Units Main CFM @ 25 Pascals 31 CFM25 / CFMfan 0.0310 CFM25 / CFA 0.0319 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM @ 50 Pascals 49 Eff. Leakage Area (sq.in) 2.67 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0319 Venti lation Mechanical Exhaust Only Sensible Recovery Eff. 0.0 Total Recovery Eff. (%) 0.0 Rate (cfm) 67 Hours/Day 12.0 Fan Watts 23.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements '. For this home to comply with ASHRAE Standard 62.2 -2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 32 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 64 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required average ventilation once each hour. REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. I HOME PERFORMANCE HEQdeMoreEnergy ENERGY tso WITH MASS NEW Existing ;30 RATING 120 Homes HOMES REBATE standard 0 CERTIFICATE i New Home too 90 ro 60 so � ao w 20 1Eb Noma Zero Energy 1 7 Home ' Less Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption 500- - 697 y 10.0..- 7 0- J. 13.0 - - — -- N F � -10.0- -1000 --- - _ _ --- - - - -20.0 i.. .-__.,e���..�........,e...,�....-._._.........®y...m.r-�.®_.___.. � r �r.-.�----.e._�_..:•��.-•.._..._.y._-�..•.-...w_...o.................-...-..._....ywm.o.,o.s,...�y..---._-�..-f c c c n a� iO c c c n u o CU di o u ~ o N F x x J > x u x > L 00 0 O 3 Address 1825 Old Stage Rd. Annual Estimates' Certified HERS Rating Company West Barnstable,MA 02668 Electric(kWh): 823 Energy Raters of Mass House Type Single-family detached CO2 emissions(Tons):0 180 State Road Suite 2 upper Cond.Area 972 sq.ft. Annual Savings": $2839 Certified Rater Andrew Popielarski Rating No. 17116 Rater ID 5363711 Issue Date July 14,2016 'Based on standard operating conditions Registry ID 236896993 Certification Verified ••Based on a HERS 130 Index Home Rating Date 7/13/2016 Signature REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings.®1985-2014 Architectural Energy Corporation,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. TOWN OF BARNSTABLE BUILDING PERMITAPPLICATION Map Parcel Application # Health Division Date Issued Conservation Division Applicationt,�J �0 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic- OKH _ Preservation / Hyannis Project Street Address S"6 P, �t Village W. (�arASA?)z .2_ Owner , < v`m g Address y j 1 ('n&_�Sk�)A (MhyA) Pu(J 6 1075- Telephone Sbcd- '3(o,91,- 3!'S Permit Request Sn1ar SJSA-,en-_ 1nd"Ai es IT mnit&S Square feet: 1 st floor: existing_W roposed 2nd floor: existing proposed Total new Zoning District Flood Plain N J 1► Groundwater Overlay Project Valuation3 �5,.nnn -Construction Type k:�EYA r) Lot Size 1A or Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 81' Two Family ❑ Multi-Family(# units) Age of Existing Structure CwA no yO Historic House: ❑Yes [�i No On Old King's Highway: ❑Yes XiNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) t`1 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: rA existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing . ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ t� Commercial ❑Yes No If yes, site plan review# Current Use Re. , •: Proposed Use APPLICANT INFORMATION a-I (BUILDER OR HOMEOWNER) Name Ac, r( Shoo E� S ol 1l1 C• Telephone Number SD�s-a3 7 `,S8'`i Address ` � i a'.n S'r License # oA oM9 `,)):enr\i5, da t03 'K Home Improvement Contractor# J�O3 l0� Email era S� ioen Worker's Compensation # Ra ww-�,3 9 o ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE -2-6 �/b FOR OFFICIAL USE ONLY APPLICATION # f DATE ISSUED ' MAP/ PARCEL NO. ' s ADDRESS VILLAGE j OWNER r DATE OF INSPECTION: FOUNDATION ' FRAME ' INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL t GAS: ROUGH FINAL l FINAL BUILDING- . , DATE CLOSED OUT ' ,' ASSOCIATION PLAN NO. The Commonwealth of Massachusetts '? Department of IndustrialAccidents 1 Congress Stree4 Suite 100 t Boston; MA 02114-2017 www.mass govli is Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Aaolicant Information Please Print Lesibiv Name(Business/organiraiiongndividtW): a s j 11 Address: 3 1 Ala City/State/Zip: ]'� aa' S 31 Phone#: -,S-8V—6 ILI- 11f- fM Are you an employer?Check the appropriate box: Type.6f project(required): 1.64 am a employer with_�1 employees(full and/or part-time).* 7. New construction 2. 1 am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required:] 3.[]l am a homeowner"doingall work myself o workers'co' 9. Demolition Y M rhP.insurance required.]t 4.01 am a homeowner and will be hiring contractors to conduct all work on my property. I will 1 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.[]Electrical repairs or additions proprietors with no employees.. 12.Q Plumbing repairs or additions 5.❑1 am a general contractor and I have hired the.sub-contractors listed on the attached sheet 13. . Roof repairs These sub-contractors have employees and have workers'comp.insurance. 6.❑we are a corporation and its officers have exercised their right of exemption per MGL a 14. Other F1,�Q�('�'h�jn 152,§1(4),and we have no employees.(No workers'comp.insurance required.] L *0(2 •Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. 1 V t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors 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: I am an employer that is providing workers'compensation insurance for ray employees. Below is the policy and job site informations Insurance Company Name: �G a In fM CSL Policy#or Self-ins.Lic.#: Raw[,(n 3 3 3 H Q Expiration Date: Job Site Address Ju City/State/Zip: &6+eri.S Attach a copy of the'workers' coiniensdtion policy declaration page(showing the.policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do-hereby certify under the pains and penalties of perjury that the information provided above is true and correct Si ature: Date: 1 11d,q ti Phone#: I Official 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#: f Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Superr•isor License: CS-090293 JASONDSTOOTy-� 120 CHASE ST HYANNIS MA 02601 9141 . Expiration Commissioner 04/28/2016 _``" !��c T nnurranrr crr�/�e,ralrr,Jar1ntc//' _ Office of Consumer Affairs&-Business Regulation e@ ,'_rOME IMPROVEMENT CONTRACTOR egistration: 160360 'Type: s xpiration:,..7/16P1016 DBA E2 SOLAR JASON STOOTS 831 MAIN-ST DENNIS,MA 02638 Undersecretary _ JASON STOOTS President SIDinc Photovoltaic Installations 831 Main Street(Rte 6A) Dennis MA 02638 cell:508 237.3892 office:508.694.7889 fax 508-694.7886 www.e2solarcapecad.com. jason@e2solarcapecod.com 1 use only istration valid for individu to. R License or reg�ration date. If found returnee ulation usiness g " before the exp - office of Consu Suite 5170 r Affairs and B 10 Park Plaza- Boston,Mp 02116. of vali without signature I' THE EXPRESS WARRANTIES CONTAINED HEREIN ARE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY, HABITABILITY, OR•FITNESS FOR A PARTICULAR USE OR PURPOSE. THIS LIMITED WARRANTY EXCLUDES CONSEQUENTIAL AND INCIDENTAL DAMAGES AND LIMITS THE DURATION OF IMPLIED WARRANTIES TO THE FULLEST EXTENT PERMISSIBLE UNDER STATE AND FEDERAL LAW. i 10. ENTIRE AGREEMENT, SEVERABILITY, AND MODIFICATION This Agreement represents and contains the entire agreement between the parties. Prior discussions, verbal representations or written memoranda of any kind by Contractor or l Owner that are not contained or referenced in this Contract are not a, prart of this �I Contract. In the event that any provision of this Contract is at any time held by a Court to be invalid or unenforceable, the parties agree that all other provisions of this Contract f' will remain in full force and effect. Ariy future modification of this Contract must be made in writing and executed by Owner and Contractor in order to be valid and binding upon the parties. The parties have read and understood, and agree to, all the terms and conditions contained in this Agreement. Date Jas9lirt66Wfor M E2 Solar Inc, Contractor ' lil I I I Date Vi toria Goldsr�a Habitat for Humanity Cape Cod i Photovoltaic Contract Page 8 of 8 p E2 Solar Inc.,Contractor p Habitat for Humanity Cape Cod,Owners I/25/16 li i IYYYY) CERTIFICATE OF LIABILITY INSURANCE DATE o1(MM/DD(MMIDD1s 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: Christine Davies DOWLING & O'NEIL INSURANCE AGENCY IPA Ne Ext. (508)775-1620 FAX No: E-MAIL cdavies@doins.com ADDRESS: @ 973 IYANNOUGH RD. INSURE S AFFORDING COVERAGE NAIC# HYANNIS MA 02601 INSURERA: AMGUARD INSURANCE CO 42390 INSURED INSURER B E 2 SOLAR INC INSURERC: INSURER D: 831 MAIN STREET INSURER E: DENNIS MA 02638 INSURER F: COVERAGES CERTIFICATE NUMBER: 27717 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 MMIDD LIMITS TGENL MMERCUIL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ ICY❑PRO ❑LOC PRODUCTS-COMP/OP AGG $ JECTER: $ AUTOMOBILE UABIUTY COMBINEDSINGLELIMIT $ 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 $ EXCESSLUIB CLAIMS-MADE N/A AGGREGATE. $ DED I I RETENTION$ $ WORKERS COMPENSATION /� STATUTE ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBEREXCLUDED? I NIAI N/A N/A R2WC633340 07/19/2015 07/19/2016 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/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/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 Habitat for Humanity Cape Cod ACCORDANCE WITH THE POLICY PROVISIONS. 411 Main Street AUTHORIZED REPRESENTATIVE Yarmouth Port MA 02675 Daniel M.Cro y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Client#: 18348 2E2SO ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 1/29/2016 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: Dowling 8r O'Neil PHN Eoea A/c,i xt:508 775-1620 No): 5087781218 Insurance Agency ADDRESS: 973 lyannough Rd., PO Box 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Acadia Insurance INSURED INSURER B:Union Insurance Company E2 Solar,Inc.Jason Stoots INSURER C 120 Chase Street INSURER D: Hyannis,MA 02601 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 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. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD A GENERALLIABILITY CPA033453215 /22/2015 04122/2016 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMISES ERE.ence s250,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) s5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PROJECT LOC $ B AUTOMOBILE LIABILITY MAA033967115 /22/2015 04/22/201 COMBINED SINGLE LIMIT 1 00O 000 Ea accident � e ANY AUTO ' BODILY INJURY(Per person) $ ALL OWNED Ix SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIREDAUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per acddeM A X UMBRELLA LIAB X OCCUR CUA033453415 /22/2015 04/22/201 EACH OCCURRENCE $5 00O 000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5 000 000 DED I X RETENTION$0 $ WORKERS COMPENSATION WC STATU- F OTH- AND EMPLOYERS'LIABILITY Y/N FR ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? El N I A (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(Attach ACORD 101,Additional Remarks Schedule,ii more space Is required) RE: 1815 and 1825 Old Post Road,Centerville,MA 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 Habitat for Humanity Cape Cod SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ty p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 411 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Yarmouthport,MA 02675 AUTHORIZED REPRESENTATIVE C. ©1988-2.010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S164404/M150568 CBD UTAH OFFICES YECTOR Sandy Layton n G I n E E R S St. George Project Number: U1905-0015-161 January 27,2016 E2 Solar Inc. 831 Main St. Demis,MA 02638 ATTENTION: Jason Stoots REFERENCE: Habitat for Humainty of Cape Cod:1815 and 1825 Old Stage Rd,Barnstable,NM 02668 . Solar Panel Installation Dear Mr.Stoots: Per your request, we have reviewed the attached layout and photos relating to the installation of solar panels at the above-referenced sites. Based upon our review,it is our conclusion that-the installation of solar panels on this existing roofs will not adversely affect the structure of the houses.The design of solar panel supporting members is by the manufacturer and/or installer. The adopted building code in this jurisdiction is the Massachusetts State Residential Code,8th Edition(2009 IRC)and ASCE 7-05. Appropriate design parameters which must be used in the design of the supporting members and connections are listed below: Ground snow load:30 psf per the Massachusetts State Residential Code(verify w/local building department) Design wind speed for risk category II structures: 110 mph(3-sec gust) Wind exposure:Category C Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight related to the solar panels is less than 3 pounds per square foot. In the area of the solar panels,no 20 psf live loads will be present. Regarding snow loads,it.is our conclusion that since the panels are slippery and dark,effective snow loads will likely be reduced in the areas of the panels.Solar panels will be flush-mounted,parallel to and no more than 6"above the roof surface. Thus, it is our conclusion that any additional wind loadings related to the addition of these solar panels is negligible.The attached calculations verify the capacity of the connections against wind,the governing load case.The rails shall be attached at 48"O.C. maximum with adjacent rails attached to alternating rafters using a 5/16"diameter lag screw with a minimum 2 1/2"thread penetration into the rafter or truss top chord. During design and installation,particular attention must be paid to the maximum allowable spacing of attachments and the location of solar panels relative to roof edges. The use of solar panel support span tables provided by the manufacturer is allowed only where the building type, site conditions, and solar panel configuration match the description of the span tables.Attachments to existing roof joist or rafters must be staggered so as not to over load any existing structural member. Waterproofing around the roof penetration is the responsibility of others. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. Vector Structural Engineering assumes no responsibility for improper installation of the solar panels. Our conclusions are based upon our review of the photos and drawings which indicate that all structural roof components and other supporting elements are in good condition and are sized and spaced such that they can resist standard roof loads. Roof framing type,size,and spacing are as indicated in the photos and drawings by E2 Solar Inc. A representative of Vector Structural Engineering has not physically observed the roof framing. Very truly yours, VECTOR STRUCTURAL ENGINEERING,LLC -M OF 1i0t3ER T. A fll#'TI91 -"d ., 'YIVIL �a.4" Roger T.Alworth,P.E. a Principals ,c ! RTA/ajm '� emu 01/27/2016 9138 S. State St., Suite 101 /Sandy, UT 84070 1 T (801) 990-1775/F (801) 990-1776/wn^wmectorse.corn i 4 =C JOB NO.: U1905-0015-161 DESIGNED: AJM TOKDATE: 01/27/16 E In a I IE IR 8 PROJECT: Habitat for Humanity of Cape Cod Residence SUBJECT: PV Panel Calculations Com onents and Cladding Wind Calculations Label: Solar Panel Array Note:Calculations per ASCE7-05 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed[mph]: 110 Notes: Exposure Category: C Used the following effective areas: Importance Factor,1: 1.00 Zone 1: 12 Zone 2: 12 Zone 3: 6 ADDITIONAL INPUT&CALCULATIONS: Height of roof,h[ft]: 15 ' (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7°s 6<_27° Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 6-11C' (enter largest abs.value) Zone 2 GCP: 1.7 (enter largest abs.value) Zone 3 GCP: 2.6 (enter largest abs.value) a: 9.5 Table 6-2 zg[ft]: 900 Table 6-2 Kh: 0.849 Table 6-3 K,: Figure 6-4 (leave blank for negligible topographic effects) K2: Figure 6-4 (leave blank for negligible topographic effects) K3: Figure 6-4 (leave blank for negligible topographic effects) Kn: 1 Equation 6-3 Kd: 0.85 Table 6-4 Velocity Pressure,qh[psf]: 22.35 Equation 6-15 GCP;: 0.18 Figure 6-5 (largest abs.value) OUTPUT: p=q,, GCP — GCP; Zone 1 Pressure,p[psf]: 24.14 psf(1.OW,Interior Zones") Zone 2 Pressure,p[psf]: 42.02 psf(1.OW,End Zones') Zone 3 Pressure,p[psf]: 62.14 psf(1.0W,Comer Zones'within a) ('a=assumed=3') Lag Screw Connection Capacity: Demand: Diameter 5/16 1 Max.Trib. Max. C : .6 Pressure(1.0 Max Attach. Embedment: .5 in Wind)(psf) Spacing'(ft) 2 Area Uplift (ft) Force Capacity: 205 Ibs/in.emb. Zone 1: 24.1 4 12 290 Number of Screws: 1 Zone 2: 42.0 4 12 504 Total Capacity: 820 Ibs Zone 3: 62.1 2 6 373 Demand<Capacity: CONNECTION OKAY 0 GENERAL NOTES: 1 . -PANELS ARE ATTACHED TO EXT'G ROOF o a STRUCTURE WITH A" X 4" SST GRK LAGS 48" OC. TYP. o 2. ALL RAIL AND MOUNTNGS ARE RATED FOR 110 N i o MPH WIND LATERAL LOADS, AS PER ENGINEERS 5 to STAMPED LETTER OF APPROVAL. 3. EXISTING ROOF FRAMINGS CONSIST OF 2"X4" o o Q TOP CHORD TRUSSES 24" OC o a a 4.PLANS ARE DRAWN FOR SOLAR INSTALLATION a co cl ONLY. ALL DETAILS ARE NOT SHOWN. TITLE: DETAILS (18) SOLARWORLD 280 WATT PHOTOVOLTAIC MODULES _ W U -20 O zi . y lD Z CO C 1(1 15' SPAN E EXT'G 2"x4" TOP $ CHORD TRUSSES o 24" OC 6/12 PITCH 2 0 0 ® � n ppmm m 4 tlJd Ci o Date: 01.27.2016 Sheet Aml Sunmodule;//Plus . . SW280 MONO REALVALUE 4eo- TUV Power controlled: TOVRheinland Lowest measuring tolerance in industry 000002N%,�k II Every component is tested to meet 3 times IEC requirements . J FIi Designed to withstand heavy accumulations of snow and ice LAISunmodule Plus: Positive performance tolerance 3, � y ZSR 2S-year linear performance warranty J and 10-year product warranty 1 i Glass with anti-reflective coating -! `�— J World-class quality 0-1md,IEC 61215 +' •Ammons,mebmnce •Sefety tented,IEC 617a6 y tilted Fully-automated production lines and seamless monitoring of the process and mate- pVE :Pededle hspeeden roe^" jd E Po d'c mawl e� 6bwlne Wnd meietant rial ensure the quality that the company sets as its benchmark for its sites worldwide. /^\ SolarWorld Plus-Sorting PERFORMNICE ESEO s�®U" Vf110RhOLTAICPROWR Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules C that have greater than or equal to the nameplate rated power. UL.1703 25-year linear performance guarantee and extension of product warranty to 10 years E SolarWorld guarantees a maximum performance digression of 0.7%p.a.in the course ❑o GS r1 of 25 years, a significant added value compared to the two-phase warranties com- mon in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years.* 'in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty i solarworld.com MADE IN Sunmodule;//Plus . SW280 MONO REALVALUE PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/M2,NOCT,AM 1.5 Maximum power Pma, 280 Wp Maximum power Pma, 209.2 Wp Open circuit voltage V. 39.5 V Open circuit voltage V. 36.1 V Maximum power point voltage V-PP 31.2 V Maximum power point voltage V,,,PP 28.5 V Short circuit current I,c 9.71 A Short circuit current I,c 7.85 A Maximum power point current ImPP 9.07 A Maximum power point current I,,,PP 7.33 A Module efficiency rlm 16.70% Minor reduction in efficiency under partial load conditions at 25°C:at 200 W/m',100% (+/-2%)of the STC efficiency(1000 W/mz)is achieved. 'STC:1000 W/m',25°C,AM 1.5 1)Measuring tolerance(P_,)traceable to TUV Rheinland: 2%(TUV Power Controlled). COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells per module 60 NOCT 46°C Cell type Mono crystalline Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TC TCv 0.30%/°C Front Tempered glass(EN 12150) Frame Clear anodized aluminum TCPm, -0.41%/°C Weight 39.5lbs(17.9 kg) Operating temperature -40°C to 85°C SYSTEM INTEGRATION PARAMETERS lu 1000 W/mz Maximum system voltage SC 11/NEC 1000 V Maximum reverse current 16 A 800 W/m2 Number of bypass diodes 3 113 psf downward 600 W/mr Design Loads' Two rail system 64 psf upward 400 W/ms - Design Loads' Three rail system 170 P fdownward i psf upward a 30 psf downward 2 Design Loads' Edge mounting m 200 W/ 30 psf upward 100 W/m= Please refer to the Sunmodule installation instructions for the details associated with these load cases. Module voltage IV] V. ADDITIONAL DATA Powersorting' -O Wp/+5 Wp �x 4 37.44(951) J-Box IP65 - Module leads PV wire per UL4703 with H4 connectors Module type(UL 1703) 1 11.33(288) Glass Low iron tempered with ARC 0.6 15.3 39.37(1000) VERSION 2.5 FRAME Version Compatible with both"Top-Down" 2.5frame and"Bottom"mounting methods 65.94(1675) bottom N 4GroundingLocations: mounting N 4 corners of the frame holes 4locations along the length of the module in the extended flanges 7.34 34 -L-x4 4.20(107)t 1.22(31) F�39.41(1001)- �1 All units provided are imperial.51 units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6006US 08-2014 tt GreenFasten"GF1 - Product Guide Cut Sheets: Bracket Options-SCL-101-3" 3/8„ 46 SERRATIONS L 1 7/8„ R 1/16 00 ® - 3/4" 1/16" R.005 --� - - R.010 — �tl 2X R.01 60.000 006 0 3/8" .002 �/ 1/8" �i 0 7/8" X 82- DETAIL A SCALE 3:1 877-859-3947 EcoFaslen Solar&All content protected under copyright.All rig hts reserved.8/27/14 3.5 EooFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8.181.398 82 8.166,713 B2 8,146,299 B2 8,209,914 82 8,245,454 B2 8,272,174 B2 8,225,557 82 . GreenFasten'"GF1 — Product Guide Cut Sheets:GF1-812 i �-� :'Ilil.t It ' I5 16 -S/64 f 4! � 5 L DETAIL A SCALE: 2:1 '`4 PL .. Finish Options BLK=Matte Black MLL=Mill Finish _.........._.^_.__..-...._.-._.._ ..------._.__._----_____............. 877-859-3947 EcoFasten Solar°All content protected under copyright.All rights reserved.7/24/2014 3.2 EcoFaslen Solar products are protected by he following U.S.Patents:8.151,522 82 8,153,700 B2 8.181.398 132 8,166.713 132 8.146.299 82 8,209.914 82 8,245.454 B2 8,272,174 82 8.225,557 B2 SunFrame Unirac Code-Compliant Installation Manual ON U N I RAC Table 9.Downforce Point Load Calculation Total Design Load(downforce)(max of case I,2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x It Step 4 Downforce Point Load R Ibs Step 6:Determine the Uplift Point Load,R(Ibs),at each connection based on rail span: You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table 10.Uplift Point Load Calculation Total Design Load(uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x it Step 4 Uplift Point Load R Ibs Table 11.Lag pull-out(withdrawal) capacities (Ibs) in typical roof lumber(ASD) Use Table 11 to select a lag bolt size and embedment depth to Lag screw speaiftcotions satisfy your Uplift Point Load Specific s/6-shy* Force,R(ibs),requirements. gravity per inch thread depth It is the installer's responsibility Douglas Fir,Larch O.SO 266 to verify that the substructure I and attachment method is strong Douglas Fir,South 0.46 235 enough to support the maximum Engelman Spruce,Lodgepole Pine ' point loads calculated according to (MSR 16SO f &higher) 0.46 23S Step 5 and Step 6. Hem,Fir,Redwood(dose grain) 0.43 212 Hem,Fir(North) 0.46 23S Southern Pine 0.55 307 Thread depth Spruce,Pine,Fir 0.42 205 — Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources.American Wood Councl,NDS 2005,7able 11.2A,113.2A Notes(1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bobs must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. 1 f necessary,contact a local engineer to specify lag bolt size with regard to shear forces. (S)Install lag bobs with head and washer hush to surface(no gap).Do not over-torque (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 103.1 in theAmericanWood Council NDS forWood Construction. *Use fiat washers with lag soem. 13 r CL C� a sd 00 0001 'a 00@ i OWNER OF RECORD j HABITAT FOR HUMANITY CAPE COD, INC. Plan Book G57 Page G3 Deed Book 28831 Page 335 Assessors' Map 152 Parcel 3G O o� I HEREBY CERTIFY THAT THE EXISTING FOUNDATION 5HOWN HEREON 15 LOCATED m Q 0`` 0- [0 A5 IT EX15T5 ON THE GROUND. Dq - �?-3C�-%5 1 ::-A P�- qSS o .5. M. O'REILLY -i 9 LOT # I C-) NO,46733 Area= 22,039 517 y/o as! S S Q. Sum i N 2 �0�� Q �X TOP OF FOUNDATION v •Q �k \ BENCHMARK: \ 262? CUCL CATCH BA51N RIM \ EL=58.2± (Assumed datum) \ \ CERTIFIED PLOT PLAN SHOWING FOUNDATION AT 1825 OLD STAGE ROAD, WEST BARN5TABLE, MA PREPARED FOR HABITAT FOR HUMANITY OF CAPE COD, INC. 0 40 80 120 SCALE 1"=40' 5EPTEMBER 30, 2015 G:\AAJob5\Habitat\Habitat 1819 Old Stage Road G4GG\dwg\a5-built5\G4GGFoundation5.dwg Drawn by: KEF JMO-G4GG J.M. OREILLY & ASSOCIATES, INC. 1573 Main Street, P.O. Box 1773 Professional Engineering & Surveying Services Brewster, MA 02631 (508)896-6601 i 9 Town of Barnstable Regulatory Services '� 'ta OF BARNSTABL E Richard V.Scali,Interim Director ,1 r„ 12 Pi '"` ASS. ' Building Division 639. Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us DIVISION Office: 508-862-4038 Fax: 508-790-6230 PERNHT,61 foal FEE: $ SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less j 1825 Old Stage Road West Barnstable Location of shed(address) Village Habitat for Humanity of Cape Cod, Inc. leedara zola-508-2806144 Property owner's name Telephone number 8 x 10 152/036 Size of Shed Map/Parcel# S 5-8-15 Sighature Date n/a Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? n/a If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) 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 Q-forms-shedreg REV:110413 8 x 10 Martha's Vineyard Loft. 10 Pitch Board and Batten Siding w . a, ra, s o co g ✓ 12 x 10 .. c , j STANDARD FEATURES INCLUDED: FOUNDATION:4"Solid Concrete �F j t ( Blocks CDX Plywood Flooring 2 x 6 Pressure Treated Floor . frame 16"on Center ( POSTS:6'-1"Posts t. s 3 t ROOF PITCH: 10/12(40 Degree p angle) This pitch is similar to a Cape Style building. 10'-01, FRONT DOOR:3 ft.Board and Batten WINDOW:(1)Stationary 21"x ( 12 with Shutters True Divided lite tv 10 z ? o WINDOW BOX:(1)26"x 7" x Rough-Sawn Pine f r IT r .a...... 3 SIDING: Board and Batten. 1 ROOFING:25 Year 3-Tab Asphalt j r - s�`jt #tg Via; � Shingles ( ii �� 't VENTILATION:(2)8"x 12" 21 Aluminum Louvers. HARDWARE:6"Heavy Duty"T" Hinge,with Heavy Duty Safety i Hasp. r � TRIM:Full Dimension Rough- 1 sawn Pine 8'-0" F LOFT:48"Deep RAMP:3 ft.Pine Ramp 10'-0" i BolseCascade Single 1-3/4" X 9-112" VERSA-LAMO 2.0 3100 SP door BearmT1301 Dry 1 span I No cantilevers 1 0/12 slope Thursday, March 19, 2015 3C CALCO Design Report �_.-:_ 3uild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd talcs lob Name: 2 Bedroom Ranch Description: stair trimmer kddress: Lot 1 1819 Old Stage Rd Specifier: :ity, State, Zip:West Barnstable, MA Designer: Bill Campbell '.ustomer. Habitat for Humanity Company: Shepley Wood 'ode reports: ESR-104Q Misc: 2 w + s w w _4r 08-10-04 10 B1 TotaGHorizontal Product Length=08-10-04 Zeactlon Summary (Down 1 Uplift) (Ibs) searing Live Dead Snow Wind Roof Live 30 930/0 519/0 31 930/0 519/0 Live Dead Snow Wind Roof Live Trib. -oad Summary "ag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 08-10-04 40 10 05-03-00 ? wall Unf. Lin. (lb/ft) L 00-00-00 08-10-04 0 60 n/a Disclosure :ontrols Summary Value %Allowable Duration Case Location Completeness and accuracy of input must "os. Moment 3,058 ft-lbs 43.8% 100% 1 04-05-02 be verified by-anyone who would rely on, End Shear 1,135 Ibs 35.9% 100% 1 00-11-08 output as evidence of suitability for -otal Load Defl. U630 (0.165") 38.1% n/a 1 04-05-02 particular application.Output here based Jve Load Defl. U999(0.106") n/a n/a 2 04-05-02 on building code-accepted design o properties and analysis methods, /lax Defl, 0.165 16.5/o n/a 1 04-05-02 Installation of BOISE engineered wood ;pan/Depth 10.9 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Searing Supports Dim.(L x w) Value Support Member Material or ask questions,please call (800)232-0788 before installation,\n\nBC 30 Hanger 2"x 1-3/4" 1,449 Ibs n/a 55.2%6 Hanger CALCO,BC FRAMERO,AJS-, 31 Hanger 2"x 1-314" 1,449 Ibs n/a 55.2% Hanger ALLJOISTO,BC RIM BOARD-,BCIS, BOISE GLULAM7m,SIMPLE FRAMING Dotes SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMO, )esign meets Code minimum (U240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUDO are )esign meets Code minimum(U360) Live load deflection criteria. trademarks of Boise Cascade Wood )esign meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. ;alculations assume Member is Fully Braced. )esign based on Dry Service Condition. )eflections less than 1/8"were ignored in the results. OF M.4Ss9�ti � G 0 JAM ES D. J STRADER O STRUCTURAL N NO.36951 "age 1 of 1 J Boise Cascade Single 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1FB02 Egg Dry 1 span I No cantilevers 10/12 slope Thursday, March 19, 2015 3C CALC®Design Report' luild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd calcs lob Name: 2 Bedroom Ranch Description: stair trimmer address: Lot 1 1819 Old Stage Rd Specifier: ;ity, State, Zip:West Barnstable ; MA Designer: Bill Campbell ',ustomer: Habitat for Humanity Company: Shepley Wood ;ode reports: ESR-1040 Misc: 2 w r. 08-10-04 10 B1 Total Horizontal Product Length=08-10-04 teaction Summary(Down/Uplift) (lbs) tearing Live Dead Snow Wind Roof Live l0 236/0 346/0 11 236/0 346/0 Live Dead Snow Wind Roof Live Trib. .oad Summary ag Description Load Type Ref. Start End 100% 90% 115% 160% 126% Standard Load Unf.Area (lb/ft^2) L 00-00-00 08-10-04 40 10 01-04-00 wall Unf. Lin. (lb/ft) L 00-00-00 08-10-04 0 60 n/a Disclosure :ontrols Summary Value %Allowable Duration Case Location Completeness and accuracy of input must 'os. Moment 1,229 ft-Ibs 17.6% 100% 1 04-05-02 be verified by anyone who would rely on nd Shear 456 Ibs 14.4% 100% 1 00-11-08 output as evidence of suitability for 'otal Load Defl. U999 (0,066") n/a n/a 1 04-05-02 particular application.Output here based .ive Load Defl, U999 (0.027") n/a n/a 2 04-05-02 on building code-accepted design properties and analysis methods. flax Defl. 0.066" n/a n/a 1 04-05-02 Installation of BOISE engineered wood ;pan/Depth 10.9 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building.codes.To obtain Installation Guide Searing Supports Dim.(L x W) Value Support Me Hanger mber Material or ask questions,please call 10 Hanger 2"x 1-3/4" 582 Ibs n/a 22.2% Han (800)232-0788 before installation.lnlnBC 9 9 CALC®,BC FRAMER@,AJS 11 Hanger 2"x 1-3/4" 582 Ibs n/a 22.2% Hanger ALLJOISTO,BC RIM BOARDTM,BCIO, BOISE GLULAMT",SIMPLE FRAMING totes SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMOD, )e.sl.gn meets Code minimum (L/240)Total load deflection criteria. VERSA-STRANDS,VERSA-STUD®are ?esign meets Code minimum (L/360) Live load deflection criteria. trademarks of Boise Cascade wood resign meets arbitrary(I")Maximum total load deflection criteria. Products L.L.C. ;alculations assume Member is Fully Braced. resign based on Dry Service Condition. reflections less than 1/8"were ignored in the results. �4{of Rrgs JAMES 0. is O STRADER, c� STRUCTURAL v, NO.38957 O �ss�oty L t L} 'age 1 of 1 Bolas Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamTB03 Dry 11 span I No cantilevers I o/12 slope Thursday, March 19, 2015 IC CALC®Design Report Iuild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd calcs ob Name: 2 Bedroom Ranch Description: stair trimer Adress: Lot 1 1819 Old Stage Rd Specifier: :ity, State, Zip:West Barnstable , MA Designer: Bill Campbell :ustomer: Habitat for Humanity Company: Shepley Wood :ode reports. ESR-1040 Misc: 5 i is-00.10 eo B1 Total Horizontal Product Length=15-00-10 teaction Summary(Down/ Uplift) (lbs) fearing Live Dead Snow Wind Roof Live 10, 3-1/2" 1.728/0 1,142/0 11, 3-1/2" 827/0 435/0 Live Dead Snow Wind Roof Live Trib. ,oad Summary ag Description Load Type Ref. Start End 100% $0% 115% 160% 125% Standard Load Unf'.Area (Ib/ft^2) L. 00-00-00 15-00-10 40 10 01-04-00 wall Unf. Lin. Oblft) L 01-03-04 04-11-04 0 60 n/a stairs Unf. Area (lb/ft^2) L 01-03-04 04-11-04 40 10 04-00-00 F802 Conc. Pt. (lbs) L 01-05-00 01-05-00 236 346 n/a FB01 Conc. Pt. (lbs) L 04-09-08 04-09-08 930 519 n/a ;ontrols Summary Value %Allowable Duration Case Location 'os. Moment 8,647 ft-lbs 62% 100% 1 04-09-08 .nd Shear 2,787lbs 44.1% 100°! 1 01-01-00 otal Load Defl. L/306 (0.573") 78.5% n/a 1 06-10-15 ive Load Defl. L1479 (0.366") 75.2% n/a 2 06-10-15 lax Defl. 0.573" 5.7.3% n/a 1 06--10-15 .pan/Depth 18.4 n/a n/a 0 00-00-00 %Allow %Allow tearing Supports Dim.(L x W) Value Support Member Material ;0 Post 3-1/2"x 3-1/2" 2,870 lbs n/a 31.2% Unspecified 1 Post 3-1/2"x 3-1/2" 1,262 lbs n/a 13.7% Unspecified lotes resign meets Code minimum (L/240)Total load deflection criteria, resign meets Code minimum (L/350) Live load deflection criteria. lesign meets arbitrary(1") Maximum total load deflection.criteria. :alculations assume Member is Fully Braced. resign based on Dry Service Condition. IA OF FS r reflections less than 1/8"were ignored in the results. astener Manufacturer: Simpson Strong-Tie, Inc. o aAMEs o n 0p STRADER 'U STRUCTURAL -O NO.369A c` S�ONA 'age 1 of 2 i Boise Cascade Double 1-314" X 9-1/20" VERSA-LAMO 21.:0 3100 SP Floor Beam1FS03 TTTJ!! Dry 1 span No cantilevers 10112 slope. Thursday, March 19,2015 IC CALC®Design Report luild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd calcs ob Name: 2 Bedroom Ranch Description: stair trimer ,ddress: Lot 1 1819 Old Stage Rd Specifier. :ity, State, Zip: West Barnstable , MA Designer: Bill Campbell, ;ustomer: Habitat for Humanity Company: Shepley Wood ;ode reports: ESR-104.0 Misc: :onnection Diagram A A A i, Disclosure f.. b —a 1A OF Completeness and accuracy of input must _ 3 $ be verified by anyone who would rely on • L• • P output as evidence of suitability for i per' yG particular application.Output here based Z JAMES D. M on building code-accepted design • • o STRADER properties and analysis methods. 0 STRUCTURAL ui Installation of BOISE engineered wood • + • NO,369151 products must be in accordance with a �F 0 current Installation Guide and applicable "' e ��A'. Ig building codes,To obtain Installation Guide S!0 or questions,please call minimum= f-1/2"c= 3-1/4" (800)232-0788 before installation.lnlnBC minimum =4" d = 12" CALC®,BC FRAMERO,AJSTm, e minimum = 1" ` ALLJOISTO,BC�RIM BOARDTM,BCI®, :. BOISE GLULAMT'•s,SIMPLE FRAMING :onnection design assumes point load is top-loaded. ction design of side-loaded SYSTEM®,VERSA-LAM®,VERSA-RIM oint loads, please consult a technical representative or professional of Record. PLUS@,VERSA-RIMY, istall Screws with screw heads in the loaded ply: VERSA-STRANDO,VERSA-STUD®are 4ember has no side loads. trademarks of Boise Cascade.Wood :onnectors are: SDS 114 x 3-1/2 Products L.L.C. 'age 2of2 i Boise Cascade Single 3-1/2" x 9-112" VERSA-LAM® 2.0 3100 SP Floor BeamT1304 ���TT���TT''JJJJJJ Dry 4 spans No cantilevers 1 0/12 slope Thursday, March 19, 2015 3C CALC®Design Report 3uild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd calcs lob Name: 2 Bedroom Ranch Description: main basement girt kddress: Lot 1 1819 Old Stage Rd Specifier: :ity, State, Zip:West Barnstable , MA Designer: Bill Campbell :ustomer: Habitat for Humanity Company: Shepley Wood ;.ode reports: ESR-1040 Misc: Y ai I ! 6 S •► 08-08-00 09-00-00 09-00.00 !/ 08-08.00 t0 B1 B2 83 B4 Total Horizontal Product Length=35-04-00 Waction Summary (Down!Uplift) (lbs) tearing Live Dead Snow Wind Roof Live 30, 3-112" 1,941 /291 439/0 31, 3-1/2" 5,305/0 1,368/0 32, 3-112" 5,908/0 2,185/0 33, 3-112" 6,955/0 2,218/0 34, 3-1/2" 2,425/343 510/0 Live Dead Snow Wind Roof Llve Trib. .oad Summary aq Description Load Type Ref. Start End 100% 90% 116% 160% 125% Standard Load Unf. Area(lb/ft^2) L 00-00-00 16-04-04 40 10 12-00-00 FB03 Conc. Pt.(Ibs) L 16-044j04 16-04-04 1,602 1,071 n/a floor Unf. Area(lb/ft^2) L 16-04-04 17-08-00 40 10 05-00-00 floor Unf. Area(lb/ft"2) L 17-0&00 24-02-04 40 10 08-03-00 FB03 Conc. Pt. (Ibs) L 24-02=04 24-02-04 1,602 1,071 n/a floor Unf. Area (lb/ft^2) L 24-02.04 35-04-00 40 10 15-00-00 :ontrols Summary Value %Allowable Duration Case Location 'os.Moment 5,015 ft-Ibs 35.9% 100% 3 31-05-06 leg. Moment -7,362 It-Ibs 52.7% 100% 6 26-08-00 :nd Shear 2,111 Ibs 33.4% 100% 3 27-07-04 :ont. Shear 4,777 Ibs 75.6% 100% 5 16-08-12 otal Load Defl. U999(0.116") n/a n/a 3 31-01-10 ive Load Defl. L/999(0.105") n/a n/a 9 31-00-06 otal Neg. Deft L/999 (-0.057") n/a n/a 3 21-07-14 liax Defl. 0.116" n/a n/a 3 31-01-10 ,pan/Depth 11.4 n/a n/a 0 00-00-00 %Allow %Allow IVA OF M�\4 fearing Supports Dim.(L x W) Value support Member Material qsS 10 Post 3-1/2"x 3-1/2" 2,380 Ibs n/a 25.9% Unspecified :1 Post 3-1/2"x 3-1/2" 6,674 Ibs n/a 72.6% Unspecified JAMES D. m 12 Post 3-1/2"x 3-1/2" 8,093 Ibs n/a 88.1% Unspecified STRADER l3 Post 3-1/2"x 3-1/2" 9,174 Ibs n/a 99.8% Unspecified ° STRUCTURAL n 14 Post 3-1/2"x 3-1/2" 2,934 Ibs n/a 31.9% Unspecified o NO.36951 z loteS )esign meets Code minimum (L/240)Total load deflection criteria. -y ►esign meets Code minimum (L/360) Live load deflection criteria. )esign meets arbitrary (1") Maximum total load deflection criteria. alculations assume Member is Fully Braced. resign based on Dry Service Condition, ►eflections less than 118"were ignored in the results. age 1 of 2 T)Sotse Cascade Single.3-1/20 X 9-1/2", VERSA-LAM@ 2.0 3.100 SP Floor 13eamXFB04 Dry 14 spans I No cantilevers 1 0/12 slope Thursday, March 19, 2015 ;C CALC®Design Report wild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd calcs ob Name: 2 Bedroom Ranch Description;;main basement girt Adress: Lot 1 1819 Old Stage Rd Specifier: :ity, State, Zip:West Barnstable , MA Designer: Bill Campbell :ustomer: Habitat for Humanity Company: Shepley Wood :ode reports: ESR-1040 Misc: .+ DfzdoSuCe Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application,Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood OF Mqs products,must be in accordance with sq current Installation Guide and applicable cyG building codes.To obtain Installation Guide p or ask questions,please call jAMES,D.. �, (800)232-0788 b6fore installation.lnlnBC o $TRADER -} CALC®,BC FRAMER®,AJST"` 0. STRUCTURAL ALLJOGSTO,BC RIM BOARD- BC*, No.36954 BOISE GLULAMT'",SIMPLE FRAMING �0� SYSTEM@,VERSA-, A{1A®,VERSA-RIM PLUS@,VERSA-RIMY, fON ,O VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C.. I age 2 of 2 Boise Cascade Single 9-1/2" AJS@ 140 Joist1J01 Dry 12 spans I No cantilevers 1 0/12 slope Thursday, March 19, 2015 3C CALCO Design Report 16 OCS I Non-Repetitive Glued &nailed:construction 3uild 3272 file Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd Cates lob Name: 2 Bedroom Ranch Description:Living kitchen joist kddress: Lot 1 1819 Old Stage Rd Specifier: ;ity, State, Zip:West Barnstable , MA Designer: Bill Campbell :ustomer: Habitat for Humanity Company: Shepley Wood :ode reports: ESR-1144 Misc: . .......... 09-00-00 15-00-00 f0 B1 82 Total Horizontal Product Length=24-00-00 teaction Summary (Down!Uplift) (Ibs) Searing Live Dead Snow Wind Roof Live 30, 2-1/2" 223/99 31 /0 31, 3-1/2" 823/0 206/0 32, 2-1/2" 345/ 12 83/0 Live Dead Snow Wind Roof Live Ocs .oad Summary ag Description Load Type Ref. Start End 100% 90% 115% 160% 125% Standard Load Unf.Area (Ib/ft^2) L 00-00-00 24-00-00 40 10 16 Disclosure :ontrols Summary Value %Allowable Duration Caste Location Completeness and accuracy of input must 'os. Moment 1,314 ft-Ibs 53.6% 100% 3 17-07-08 be verified by anyone who would rely on Jeg. Moment -1,323 ft-lbs 64% 100% 1 09-00-00 output as evidence of suitability for -nd Reaction 428 Ibs 40.3% 100% 3 24-00-00 particular application.Output here based nt. Reaction 1,029 Ibs 43,8% 100% 1 09-00-00 on building code-accepted design 0 o properties and analysis methods. 'on Shear 414 Ibs 35.7/0 100/0 3 23-09-08 Installation of BOISE engineered wood ;ont. Shear 574 Ibs 49.5% 100% 1 09-01-12 products must be in accordance with Jplift -68 Ibs n/a 100% 3 00-00-00 current Installation Guide and applicable 'otal Load Deft. L/770 (0.231") 31,2% n/a 3 16-11-00 building codes.To obtain Installation Guide Jve Load Deft. U944 (0.189") 50.8% n/a 6 16-11-00 or ask questions,please call otal Neg. Defl. L/999 (-0.033") n/a n/a 3 05-05-04 (800)232-0788 before installation.lnlnBC Aax Deft. 0.231" 23.1% n/a 3 16-11-00 CALCO,BC FRAMERO,AJSTM, ALLJOIST®,BC RIM BOARD BC10, )pan/Depth 18.8 n/a n/a 0 00-00-00 BOISE GLULAM-,SIMPLE FRAMING SYSTEMO,VERSA-LAM®,VERSA-RIM 0/6 Allow %Allow PLUS®,VERSA-RIM®, 3earing Supports Dim.(L x W) Value support Member Material VERSA-STRAND@,VERSA-STUDS are 30 Wall/Plate 2-1/2"x 2-1/2" 68 Ibs n/a 23.9% Uns ecified trademarks of Boise Cascade Woad p Products L.L.C. 11 Beam 3-1/2"x 2-1/2" 1,029 lbs 15.7% 43,8%o Versa-Lam 1.7 i2 Wall/Plate 2-1/2"x 2-1/2" 4281bs n1a 40.3% Unspecified libration Summary 3ubfloor: 23/32"OSB, Glue+ Nail Gypsum Ceiling: None 'trapping: None Bracing: None ;autions OF ta�s�c ),plift of-68 Ibs found at span 1 - Left. y �N JAMES 0 � dotes O STAAIOER )esign meets Code minimum (L/240)Total load deflection criteria. o sTRucTut y )esign meets User specified (U480) Live load deflection criteria. NO.36951 )esign meets arbitrary(1") Maximum total load deflection criteria. � Fe/s �o 'alculations assume Member is Fully Braced, F 'omposite El value based on 23/32"thick OSB sheathing glued and nailed to member. ).esign based on Dry Service Condition. )eflections less than 1/8"were ignored in the results. 'age 1 of 1 l Boise Cascade Single 9-1!2"' AJSO 140 Joist\J'02 Dry 12 spans I No cantilevers 1 0/12 slope Thursday, March 19, 2015 3C CALC®Design Report 16 OCS I Non-Repetitive Glued &nailed construction 3uild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd caics lob Name: 2 Bedroom Ranch Description: Bedroom bathroom joist \ddress: Lot 1 1819 Old Stage Rd Specifier: 'ity, State, Zip:West Barnstable , MA Designer: Bill Campbell ',ustomer: Habitat for Humanity Company: Shepley Wood .ode reports: ESR-1144 Misc: f I � � I � � s 1 .r i ♦ � Y I � L,�. 1 ► � w � i � r .i i r � .b � i � e i 1 � r � 15-00-00 i 15-00-00 10 B1 B2 Total Horizontal Product Length=30-00-00 leaction Summary (Down / Uplift) (lbs) 3earing Live Dead Snow Wind Roof Live 30, 2-1/2" 356/48 77/0 31, 3-1/2" 984/0 246/0 32, 2-1/2" 356148 7710 Live Dead Snow Wind Roof Live OCS -oad Summary ag Description Load Type Ref. Start End 100% 90% 115% 160% 125% Standard Load Unf. Area (lb/ft"2) L 00-00-00 30-00-00 40 10 16 Disclosure :ontrols Summary value %Allowable Duration Case Location Completeness and accuracy of input must 'os. Moment 1,343 f#-Ibs 54.8% 100% 2 06-06-05 be verified by anyone who would rely on Jeg. Moment -1,780 ft-Ibs 72.7% 100% 1 15-00-00 output as evidence of suitability for :nd Reaction 433 Ibs 40.8% 100% 2 00-00=00 particular application.Output here based nt. Reaction 1,230 Ibs 52.3% 100% 1 15-00-00 on building code-accepted design =nd Shear 419 Ibs 36.1% 100% 2 00-02-08 properties and analysis methods. :ont, Shear 605 Ibs 52.2% 100% 1 14-10-04 Installation of 601S1n engineered wood products must be in accordance with otal Load Defl. U748 (0.238") 32.1% n/a 2 07-01-11 current Installation Guide and applicable Jve Load Defl. L/870 (0.205") 55.2% n/a 6 22-09-12 building codes.To obtain Installation Guide .otal Neg. Defl. U999 (-0.048") n/a n/a 2 19-09-02 or ask questions,please call Aax Defl. 0.238" 23.8% n/a 2 07-01-11 (800)232-0788 before installatio0nInBC CALC®,BC FRAMER®,AJSTM', span/Depth 18.8 n/a n/a 0 00-00-00 ALLJOISTO,BC RIM BOARD-,BC0, BOISE GLULAMT"',SIMPLE FRAMING %Allow %Allow SYSTEM6,VERSA-LAM®,VERSA-RIM Searing Supports Aim.(Lx W) Value Support Member Material PLUS®,VERSA-RIM®, 10 Wall/Plate 2-1/2"x 2-1/2" 433 Ibs n/a 40.8% Unspecified VERSA-STRANQ0,VERSA-STUDS are 0 Beam 3-1/2"x 2-112" 1,230 Ibs 18.7% 52.3% Versa-Lam 1.7 trademarks of Boise Cascade Wood Products L.L.C. i2 Wall/Plate 2-1/2"x 2-112" 433 Ibs n/a 40.8% Unspecified /ibration Summary >ubfloor:23/32"OSB, Glue+ Nail Gypsum Ceiling: None strapping: None Bracing: None Jotes )esign meets Code minimum (L/240)Total load deflection criteria.. OF ).esign meets User specified(L/480) Live load deflection criteria. � K �r� )esign meets arbitrary(1") Maximum total load deflection criteria. :alculations assume Member is Fully Braced DAMES 0. N ;omposite El value based on 23/32"thick OSB sheathing glued and nailed to member. o sTRADER )esign based on Dry Service Condition. 'v STRUCTURAL )eflections less than 1/8"were ignored in the results. NO.36951 FC15T 0 sS/ At 'age 1 of 1l t Bolse Cascade Single 9-1/2" AJS® 140 JoistW03 Dry 11 span I No cantilevers 1 0/12 slope Thursday, March 19,2015 IC CALC®Design Report --- 16 OCS E Non-Repetitive Glued 8 nailed construction luild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd cafcs ob Name: 2 Bedroom Ranch Description: cantilevered joist at stairs address: Lot 1 1819 Old Stage Rd Specifier: :ity, State, Zip:West Barnstable , MA Designer: Bill Campbell :ustomer: Habitat for Humanity Company: Shepley Wood Node reports: ESR-1144 Misc: 14-10-14 to B1 Total Horizontal Product Length=14-10-14 teaction Summary(Down / Uplift) (Ibs) tearing Live Dead Snow _ Wind Roof Live 10,2-1/2" 399/0 100/0 11 396/0 99/0 ,Live Dead Snow Wind Roof Live OCS .oad Summary ag Description Load Type Ref. Start End 100% 90% 115% 160% 125% Standard Load Unf.Area (Ib/ft^2) L 00-00-00 14-10-14 40 10 16 Disclosure ontrols Summary Value %Allowable Duration Case Location Completeness and accuracy of input must 'os. Moment 1,790 ft-Ibs 73.1% 100% 1 07-05-07 be verified by anyone who would rely on :nd Reaction 495 Ibs 49.2% 100% 1' 14-10-14 output as evidence of suitability for :nd Shear 484 Ibs 41.8% 100% 1 00-02-08 particular application.Output here based otal Load Defl. 1_/534 (0.329") 44.9% n/a 1 07-05-07 on building code-accepted design oprties and analysis meods. ive Load Defl. U668 (0.263") 71.9% n/a 2 07-05-07 ns alat on of BOISE engineered wood lax Defl. 0.329" 32.9% n/a 1 07-05-07 products must be in accordance with ;pan/Depth 18.5 n/a n/a 0 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide Allow %Allow or ask questions,please call (800)232-0788 before Installation.lnlnBC 4earj rig Supports Dim.(L x W) Value Support Member Material CALC®,BC FRAMERS,AJS"^, I( Wall/Plate 2-1/2"x 2-1/2" 498 Ibs n/a 46.9% Unspecified ALLJOIST®,BC RIM BOARDT1d,BCI8, 11 Hanger 2"x 2-1/2" 496 Ibs n/a 49.2% Hanger BOISE GLULAMTM,SIMPLE FRAMING SYSTEMS,VERSA-LAMO,VERSA-RIM PLUS®,VERSA-RIMO, ribration Summary VERSA-STRAND®,VERSA-STUD®are ;ubfloor: 23/32"OSB, Glue + Nail Gypsum Ceiling: None trademarks of Boise Cascade Wood ;trapping: None Bracing: None Products L.L.C. lotes ' resign meets Code minimum (L/240)Total load deflection criteria. ►esign meets User specified (1-/480) Live load deflection criteria. resign meets arbitrary (1") Maximum total load deflection criteria. :alculations assume Member is Fully Braced. :omposite El value based on 23/32"thick OSB sheathing glued and nailed to member. )esign based on Dry Service Condition. )eflections less than 1/8"were ignored in the results. i OF htgsS�L+ ✓ i ti Q JAMES D. �U, STRADER V STRUCTURAL c NO:36951 !age g �� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 .5d Parcel 03Jo Application # Health Division Date Issued & Conservation Division Application Fee S u loo Planning Dept. t 20�6��� Permit Fee Date Definitive Plan Approved by Planning Board O� Historic - OKH _ Preservation/ Hyannis Project Street Address jqcjs Village 1� Gd �j' Owner \\ WCA I/1 l AddressrL— Telephone L��tl�Z� 11�1 - !6 Permit Request �l1 (25� CI \ Si -e VVA Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District li�� Flood Plain Groundwater Overlay Project Valuation rJ ® Construction Type lmmo__ ��� tiev�SIV� I Lot Size 2�- 03 Grandfathered: ❑Yes �4 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family 0 Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: )(Full O Crawl 0 Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) q NumberTof Baths: Full: existing new Half: existing new Number of Bedrooms: existing a_new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric Other t1P�'t�QvWf Central Air: Yes 0 No Fireplaces: Existing New Existing wood/coal stove: 0 YesSYNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: 0 existing ❑ new --size_ Attached garage: ❑ existing O new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization �Q Appeal # 5- 0d Recordem X3 Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use - APPLICANT INFORMATION (BUILDER i01 HOMEOWNER) C Nameb� - '�1/�'�'1��� l� p Tele hone Number' Address G1 i License # s ' t03 IMM01 n 1A 4. P 10 Home Improvement Contractor# Email !0 \o q tQ AC C6 Cl zr Worker's Compensation # �A 33 Jb ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ' 2 �� r FOR OFFICIAL USE ONLY APPLICATION# . DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER DATE OF INSPECTION:' FOUNDATIONb Bo o� �12o�►t FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH ' FINAL FINAL BUILDING IF DATE CLOSED OUT ' ASSOCIATION PLAN NO. ' " RoadEngineering Page 1 of 1 llAA\SCAll Logged In As: �O�d SystemThursday, May 7 2015 Frank Schlegel Application Center Road System Reports Road System Search Options Search By [New Parcels by.New,Parcel -r Map Block Lot 1_ 2 036 i `Search' <Prev Next> Page 1 of 1 Ad l.Recora. Parcel Location Village 62036 1825 OLD TAGE ROAD=:LW2 Lot�1 a , `,; W BARNSTABLE ti.1.520.36001 .�� 1815;OLD STAGE D- W BARNSTABLE hop //issgl2/intr`met/propdata/-RoadEngineer ng.aspx 5/7/2015 TempParcelEdit Page 1 of I V11— eYv • F . UACl15TA0LL I !t �►:et�, E'�+dew A�.+= M �,,� '1 r/ Logged In As: Thursday,May 7 2015 Frank Schlegel IN"ew P a rce D Application Center Road System Reports Road System l�,a t�ecord�klas b�era a ded. r- New Parcel Detail New Mapparcel: 152]tali Street Number: 1825 Unit: roe v Lot: Lot 1 Road Name: [OLD STAG.E:ROAD T/R: Sec. Road: _JEJT/R: r 1 vllflage: 02=West Barnstable iC ' Part of M/P: 152-036 Plan Ref: RI:Bk.657 Pg.63 (10-2.0=44A), Date Added: 5/7/2015 3:34:24 PM Updated: 5/7/2015 3:34:24 PM I Update Delete Add Another J http://issgl2/intranet/propdata/TempParcelEdit.aspx?ID=Add 5/7/2015 TempParcelEdit Page 1 of 1 Logged In As: _—�--- Thursday, May 7 2015 Frank Schlegel �eW Pa-r- e� Application Center Road System Reports Road System heFeC rd,has be hra.dd", . New Parcel Detail New Mapparcel: ,152_ 036 -_001 r7 Street Number: T815 Unit: Dev Lot; t Lot 2 Road Name: JOLD STAGET OAQ_��/ T/R; Sec. Road: �(� T/R: 0 villlage: i-02-VVest-Barnstable�` Part of M/P: 152-036 Plan Ref: !P1Bk57-Pg.63 (10-2 0-44A)/ Date Added: 5/7/2015 3:36:03 PM Updated: 5/7/2015 3:36:03 PM Update Delete [Add Another I http://issgl2/intranet/propdata/TempParee1Edit.aspx?ID=Add 5/7/2015 ParedlEdit ems_ Page 1 of 1 �pAH\SfAtlIL�• "'�ga � q�pAr, ll M `` � �.�, I- (✓ y Jy /��/fir f�� {..�� �C - �,fD IAP�,-� _ _ �I/'I�t!!/'Gr/(�'��'t/ Z4•.�•yl, �e+F. �r�� Logged In As: Pa rC�) Thursday, May 7 2015 Frank Schlegel Application Center Road System Reports Road System Parcel Detail I Parcel ID: f 152036 Sewer Acct: I T/R r Update Devel Lot: PCL 36= 1 Owner: JJENKINS, JAMES A '_tom V ' +;fqa '"Pt"�bal7 Co owner; %HABITAT FOR HUMANITY OF CAPE COD INC Street: 1227 PINE ST411 MAIN ST SUITE 6 City: YARMOUTH PORT State. MA Zip, 02675 --------------- Location: 1819 'D OLD STAGE ROAD —71 Village; West Barnstable Road Index: 1174 1 Pri Frontage: 390 To set road,you can also enter road Index and tab out of field. Secondary Road: 1�= Sec Index: 0000 Sec Frontage: 0 1 Visions Location: 11819 OLD STAGE ROAD Last Updated: --------------- No. Bldgs: 0 Account No: 87916 Lot Size(acres): 1.030004591 State Class: 11300 1 Year Added: 0 1 Flre Dist: Deed Date: 7/29/1971 Deed Ref: 1521/168 Land.Value: F1 27700-1 Bldgs Value: - Extra Features: --------------- Condo Complex: 1 Building; Unit; k.Update I http://issgl2/Intranet/propdata/pledit.aspx?ID=PL10556 5/7/2015 4% BARNSTABLE,. _ MA LEGEND' C5t .CONCRETE BOUND . } rNO POUND 'Os .Un TTY POIE qq '® CATCH BASIN b, LCB■ CONCRETE BOUND 'Kil ��. g� DH DRILL HOLE I NET OLD STAGE ROAD 5• .3 KCNNERt t NANLY THIBEA 15 n DUD BOOK PARCEL PAGE 2 t MAP 152 PARER 95-002 � 1 / m N PLAN NOT TO SCALE / rwo w le9 SCALE 1.-4a KEY MAP '/ j � C�gR .wa FOR.REGI5TRY U5E ONLY E�ygd't o' l I CERTIFY THAT THIS PLAN WAS PREPARED- �. ►.�� IN ACCORDANCE WITH THE RULES AND REFERENCE5: /a pyl/ g O: REGULATIONS OF THE REGISTRARS OF 1.)PtAN BOOK WS rAGE 67 132 PARER 96 t DEEDS EFFECTIVE JANUARY I, 197G AND MAP - \ ,5►� t.P / V \ f, 9 AMENDED JANUARY 7, 1988. 2J OWNPJR: •� O LOT N I' t0 ` DATE ` Mea-t22.039 3J?OTAL AREA 44.611 S.F.= ` Lam„ A t1 P.L.S. 4.) - 2ommG ClA951FlCA710N 6 JUDY5 LANE i ZONE KENDCNTIAL 6tr) .. LEONARD I RRr'TWC LIARIC ` -'nD 6Ugyft� AQUIFER PROTECTION DISTRICT(AP) 'DEED BOOK SS99 PACE 231 s .70 RESOURCE PROTECDON.OVERLAY DISTRICT(RPOO) MAP 152 PARER 35-003 Z�,yT ` �.® S O 1"q MINIMUM LOT SIZE 87.1205rm: FFRONT Y RD 9Ere K l30 FEET rfCT "� s1De AND REARYARD SETBACK 15 FEET MA%IMIAA BUILDING MEIG"T .90!FR OR 2.9 STORIES LOT/}Z \ LOT 5HAPe FACTOR 22 7s Srx �I81 t iOW�P r.. 398 w00091DC ROAD LEONARD 2 KRISTINE CIARK N 78b1 1 fOIM1.•AodAms 0'1'�'let? .OECD BOOK 3662 PAGE 136 MAP 152 PARCEL IA % 2rW 28),y8, \ ^Ot�wr71.INN� JMTL�ALV 1785 OLD STAGE ROAD Reuws sBL PP LZ SuY Pv o G TOWN Or BARNSTAt(CONSERVATION) Asserts—J,olFcs, MAP 152 PARER 002 ��Nw25.176 _ Gy.sY qo. rse Fyo P 'TSr)I aManfey Ra P4.v,.AWAp / ) 43•. /J PksmKAru v,40 Ys ofrs j SHAPE FACTOR 1 PLAN Of—LAND s i, irma(tom rrRA ulns+ro^z t WE5T BARN5TABLEN MA55ACMU5ETf5 / ¢: THE PURPOSE Or THIS PLAN 6TO SUM DE :/ IDT"PL` a m AS SURVEYED AND PREPARED FOR PARCEL 36.AS SHOWN ON PLAN iiiTTT 62o.eoz y. BOOK 635.PAGE 67•INTO TWO LOTS BATS 1 t 2) yw o. 2zA39 e.r.r��'ze.z HABITAT FOR HUMANITY APPROVAL UNDER THE SUBDIVISION CONTROL LAW tot zz OF CAPE COD, INC. 0 IS NOT REQUIRED. yoTAtIUA¢cEK11).cm-2 BARNSTABL E 20NING BOARD OF APPEALS tm AUA ■1LID 0 40 80 120 5z4—SX.z 22.M S.P. SCALE V-401 MARCH 9.2015 ^/ 0 20 40 1 DATE. -BOTH LOTS UaFVCD WAVERS FROM THE ZONING 7M0F9)R18TA3E _ BOARD Or APPEALS FOR LOT SHAPE 4 LOT SIZE. UPWTJ1IDLSIRLIDN 5CALC I•-12.192'METERS METRIC SCALE RECENED J. CIREILLY ASSOCIATES, INC. 1573 MAIN STREET.P.O.BOX 1773 O APPROVAL SUBJECT TO COMPREHENSIVE PERMIT 0ECI910N BREW5TER.MASSACHUSETTS. 02631 DATED PURSUANT AO MGL CH.406,S-20-23 PHONE:(508)896-000I ' RECORDED A THE BARNSTABIP COUNTY REGISTRY OF DEEDS IN BOOK_PAGE WIWW.JOREILLYASSCX.COM a GJAAJoMVl2oe MUI,tot 1819 Old Stage Road 6466WWo164GGANRdrg BY.KEP JMO-G466 ahh-o 2-oi `MV ssade , Page 1 of 4 Schlegel, Frank From: Podlesney, Tony Sent: Thursday, May 07,2015 8:31.AM To: Leedara Zola rCc: Schlegel;,_Frank Subject: RE: Habitat, another Barnstable Build Leedara, Sorry for the delayed reply— I was out of the office yesterday. Yes, t�ho ewilhbe'th'e'parcel_ un tuber"s'] Regards, Tony From: Leedara Zola [mailto:lzola@habitatcapecod.org] Sent: Wednesday, May 06, 2015 11:50 AM To: Podlesney,Tony; Schlegel, Frank Subject: FW: Habitat, another Barnstable Build Hi Tony and Frank=huge thanks again to both of you for all your help with Habitat's odd little projects. I spoke with Frank on the phone this morning,and I believe we are almost there. The only piece Frank is looking for is more certainty on the proposed map/parcel numbers.Tony has written hat the lots will "more than likely" be assigned map/parcel numbers as copied below, t As I understand it, Frank can assign us street numbers based on "future" map/parcel numbers, but needs to know that these will indeed be the final numbers when the.appropriate date is reached. Tony,can you provide that certainty?We realize the lots cannot actually HAVE these numbers until your assessment date(is'it Jan 1 orJuly 1?) but so long as we know the numbers that WILL be assigned,we can keep moving. Lot l ' 5 4=fit,53 0 6�00�1 Thanks for your help, Leedara have once again signed up for the"Last,Gasp"-a.62 miles Sandwich to PT own bike ride,.to support Habitat., If you have already sponsored me;THANKY.OUI III If you would like to spons"or me,please go to www_capecodcKia itablefurf aisers.coin/donate. if you are interested in riding with_Team Habitat,we'd love you to join please give us a call(62 miles Isn't as hard as it sounds)IIII Habitat for Humanity of Cape Cod:Building Horries, Hope, Lives and Community 5/7/2015 i AC RO a CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 103/18/2015 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: Lockton Affinity, LLC Lockton Affinity, LLC AHCNNo Ext:888-553-9002 A/C No:913-652-3967 P. O. Box 873401 E-MAIL ADDRESS: Kansas City, MO 64187-3401 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Ace American Insurance Co. 22667 INSURED Habitat for Humanity of Cape Cod, Inc. INSURER B:Ace Property and Casualty 20699 INSURER C: 411 Main Street, Suite 6 INSURER D: Yarmouth Port, MA 02675 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. 1�7R TYPE OF INSURANCE I DL S B POLICY NUMBER MM/DDIYYYLICY F MMID YYYI LIMITS A X COMMERCIAL GENERAL LIABILITY GL1064953-15 04/01/2015 04/01/2016 EACH OCCURRENCE $1,000,000 CLAIMS-MADE a OCCUR PREMISES Ea occurrence $1,000,000 MED EXP(Any one person) $0 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY❑JPE O- LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ — AUTOS Per accident $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION C47338736 04/01/2015 04/01/2016 PER OTH- AND EMPLOYERS'LIABILITY Y/N X STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? NIA A E.L.EACH ACCIDENT $1,000,000 ❑ (Mandatory In If yes,describe under E.L.DISEASE-EA EMPLOYEE $1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1 000 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Proof of Coverage CERTIFICATE HOLDER CANCELLATION Proof of Coverage SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE, WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTOO REP ENTATIVE -2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 15919408 1064953 i B k 28831 P9 335 JWL18478 i 04-29-2015 01 12=52P j 4 ' l QUITCLAIM DEED i JAMES A. JENKINS and SUSAN L. JENKINS,We* ba(is-&k,Wk as a gift and.for no monetary consideration, grant to Habitat for Humanity of Cape Cod, Inc., a Massachusetts non-profit corporation, with a principal place of business at 411 Main Street, Suite 6, Yarmouthport, MA 02675, i with quitclaim covenants, i all our right, title and interest in the land with the buildings thereon located in West Barnstable, Barnstable County, Commonwealth of Massachusetts, commonly known and numbered 1819 Old Stage Road, and known as the homestead formerly owned by Martha J. Jenkins, described as follows: the land shown as Parcel No. 36 on-a plan of land entitled "Plan of Land Prepared for James A. Jenkins Assessors Map 136 Parcel 36 1819 Old Stage Road Barnstable, MA", dated July 8, 2010, by John Doyle, PLS, recorded with the Barnstable County Registry of Deeds in Plan Book 635, Page 67. Said premises are conveyed subject to the following covenants, conditions and restrictions: j i i 1. The premises shall be subject in perpetuity to an Affordable Housing Restriction ("AHR") in substantially the same form and substance as the Affordable Housing Restriction attached hereto as Exhibit A, which is incorporated herein by reference. PROPERTY ADDRESS: 1819 OLD STAGE ROAD, WEST BARNSTABLE, MA (a I i 2. Habitat and its successors in title shall convey each lot subject to a perpetual AHR qualifying under M.G.L. c. 184 §§ 31 -and 32, substantially in the same form and substance as the Affordable Housing Restriction attached hereto as Exhibit A, which AHR shall be enforceable by the Town of Barnstable and/or the i Massachusetts Department of Housing and Community Development. f 3. The Affordable Housing Restriction shall also be deemed to be an "other j restriction" held by a governmental body, as that term is used in M.G.L. c. 184' §26, such that the restrictions contained therein shall be enforceable for its full term and not be limited in duration by any contrary rule or operation of law. For title, see Deed from James A. Jenkins dated May 9, 1989, and recorded with the Barnstable County Registry of Deeds, Book 6731, Page 323. See also Release Deed from the West Barnstable Deer Club, Inc. dated July 7, 2014 and recorded with said i Deeds in Book 28307, Page 252. Said premises are conveyed subject to rights, takings, rights of way, easements, agreements, restrictions, reservations and all other matters of record, if any, insofar as now in force and applicable. The grantors hereby certify under the pains and penalties of perjury that the premises are not their primary residence and they are not entitled to any rights of Homestead under M.G.L. c. .188 in the premises conveyed by this deed. [Signature page follows.] i Executed as a sealed instrument this 0��1� day of April 2015. OLA14� 7 i i Ja s Jenkins 7 Susan L. Jenks i COMMONWEALTH OF MASSACHUSETTS j Barnstable County On this day of April 2015, before me, the undersigned notary public, personally appeared James A. Jenkins and Susan L. Jenkins, proved to me through satisfactory evidence of identification, which was D�,sDNr� NDJ , to be the persons whose names are signed on the preceding o attached document, and acknowledged to me that they signed it voluntarily for its stated purpose. 4u, i �,o jy:,.,`'': `,4Atiy:,.;%`r: Notary Public My Commission Expires: f Mitchell -r. .•: s. �... Kate NOTARY PUBLIC ! pwrww"Itlt of MUS69hUM" Jam A 2022 .,43 .,� t ;,1 ".s; my Gp"WMssim E iras '�aCfdLiegtjtSi,. .. ' . , i 7 i • i ' I l � { j I:\DeedRiderSAR-Mamch=tts(Universal) 5/3016 LOCAL INITIATIVE PROGRAM AFFORDABLE HOUSING DEED RIDER For Projects in Which i Affordability Restrictions Survive Foreclosure made part of that certain deed(the"Deed")of certain property(the"Pro a ')from ("Grantor")to . ("OwnerOlr dated ,200 .The Property is located in the City ,o'n of (the"Municipality"). RECITALS WHEREAS,the Grantor is conveying that certain real property,more particularly described in the Deed to the Owner at a consideration which is ld�s than t ie fair market value of s the Property;and WHEREAS,the Property is part of a project whig), ass: [check all that are applicable] (i) ❑ granted a ComprehensA.Pgmnit under Massachusetts General Laws Chapter 40B,Sections 203 from the Board of Appeals of the Municipality or the Holaslin-Npeals Committee and recorded/filed with the k�A.0 iity Registry of Deeds/Registry District of Land Court(the"Re is „" lr Book ,Page /Document No. �*JgComprehensive Permit"); (ii) ❑ subget`to-aF Regulatory Agreement among (the "Dey l per' , ]Massachusetts Housing Finance Agency i (`.` a S—TRTousin '), [ ]the Massachusetts Department of Housing and v`Co nmunity Development]("DHCD") [ ]the Municipality; and [ ] dated and recorded/filed Z with the Registry in Book ,Page /as Document No. N (the"Re ug latory Agreement"); and �� (iii) V subsidized by the federal or state government under the Local ` Initiative Program,a program to assist construction of low or moderate income housing the"Pro am");and i WHEREAS,pursuant to the Program,eligible purchasers such as the Owner are given the opportunity to purchase residential property at less than its fair market value if the purchaser agrees to certain use and transfer restrictions, including an agreement to occupy the property as a j principal residence and to convey the property for an amount not greater than a maximum resale price,all as more fully provided herein;and I i . i i i . I i WHEREAS,DHCD(singly,or if more than one entity is listed,collectively,the "Monitoring Agent)is obligated by the Program or has been retained to monitor compliance with and to enforce the terms of this Deed Rider,and eligible purchasers such as the Owner may be required to pay to the Monitoring Agent,or its successor,a small percentage of the resale price upon the Owner's conveyance of the Property,as set out in the Regulatory Agreement and as more fully provided herein;and WHEREAS,the rights and restrictions granted herein to the Monitoring Agefffind,,ht d Municipality serve the public's interest in the creation and retention of affordable>housin.for persons and households of low and moderate income and in the restricting of - e "I" rice of property in order to assure its affordability by future low and moderate income, urr-chasers. NOW,THEREFORE,as further consideration for the conveyance of Property at less than fair market value,the Grantor and the Owner, including his/her/th tot heirs,successors and assigns,hereby agree that the Property shall be subject to the folfb� ng fights and restrictions which are imposed for the benefit of,and shall be enforceable bey,thIVluntcipality and the Monitoring Agent,and, if DHCD is a party to the Regulato,TAgreement and is not the Monitoring Agent,by DHCD. ` . 1. Definitions.In this Deed Rider,in add do t to the terms defined above,the following words and phrases shall have the foll��g meanings: f Affordable Housing Fund means a fund estab�A ed by the Municipality forthe purpose of reducing the cost of housing for Eligib,l,e,� , sers or for the purpose of encouraging,creating, or subsidizing the construction or re ab�i:li ation of housing for Eligible Purchasers or,if no such fund exists,a fund established by thu icipality pursuant to Massachusetts General Laws Chapter 44 Section 53A,et seq,. ARPlicable Foreclosure Pnicerss all have the meaning set forth in Section 7(b)hereof. I Annropriate Size House meana household containing a number of members equal to the- number of bedrooms in t fie Property plus one. I Approved capital-mprovements means the documented commercially reasonable cost of j extraord nary�apital improvements made to the Property by the Owner;provided that the Monttori g�Agent shall have given written authorization for incurring such b cost prior to the cost eirn �inctrred and that the original cost of such improvements shall be discounted over the course of their useful life. Area means the Primary Metropolitan Statistical Area or non-metropolitan area that includes the I Municipality,as detemuned by HUD,which in this case is i I 2 i i i Area Median Income means the most recently published median income for the Area adjusted i for household size as determined by HUD. If HUD discontinues publication of Area Median Income,the income statistics used by MassHousing for its low and moderate income housing j programs shall apply. i Base Income Number means the Area Median Income for a four(4)-person household.. Chief Executive Officer shall mean the Mayor in a city or the Board of Selectmen in a to unless some other municipal office is designated to be the chief executive officer unl]r thd� provisions of a.local charter. Closing shall have the meaning set forth in Section 5(b)hereof. Compliance Certificate shall have the meaning set forth in Section 6(a)here'' Conveyance Notice shall have-the meaning set forth in Section o£ ea Eli.Rible Purchaser means an individual or household earning—m_ ore than eighty percent(80%) of Area Median Income(or,if checked Pe "ent %)of Area Median Income,as required by the Program)and owning assetsN in excess of the limit set forth in the Program Guidelines. To be considered an Eligible Pu rrdhaser,the individual or household must intend to occupy and thereafter must occupy the operty as his,her or their principal residence and must.provide to the Monitoring Agent sucheceifications as to income,assets and residency �•:.v . as the Monitoring Agent may require to detr " ie eligibility as an Eligible Purchaser. An Eligible Purchaser shall be a First-Time if required by the Program and as specified I in the Regulatory Agreement. "k, First-Time Homebuyer means b d'vidual or household,of which no household member has had an ownership interest in�a�priiieipal residence at any time during the three(3)-year period prior to the date of qualifiealwais an Eligible Purchaser,except that(i)any individual who is a displaced homemaker.(a&maybe defined by DHCD)(ii)and any individual age 55 or over (applying for age 55 er o er housing)shall not be excluded from consideration as a First-Time Homebuyer undsq r is�definition on the basis that the individual,owned a home or had an ownership interesifin a principal residence at any time during the three(3)-year period. Foreclosure N'o�ce shall have the meaning set forth in Section 7(a)hereof. I°f`(J AMs the United States Department of Housing and Urban Development. Ineligible Purchaser means an individual or household not.meeting the requirements to be eligible as an Eligible Purchaser. Maximum Resale Price means the sum of(i)the Base Income Number(at the time of resale) i multiplied by the Resale Price Multiplier,plus(ii)the Resale Fee and any necessary marketing 3 i ' f i I . i expenses(including broker's fees)as may have been approved by the Monitoring Agent,plus (iii)Approved Capital Improvements,if any(the original cost of which shall have been discounted over time,as calculated by the Monitoring Agent);provided that in no event shall the Maximum Resale Price be greater than the purchase price for which a credit-worthy Eligible Purchaser earning seventy percent(70%)of the Area Median Income(or,if checked[] percent(^%)of Area Median Income,as required by the Program)for an I Appropriate Size Household could obtain mortgage financing(as such purchase price is��,,` determined by the Monitoring Agent using the same methodology then used by DHCDq-or i Local Initiative Program or similar comprehensive permit program);and further provi'WeAhA the Maximum Resale Price shall not be less than the purchase price paid for the P%6.errty by the Owner unless the Owner agrees to accept a lesser price. a;j Monitoring Services Agreement e�ment means any Monitoring Services Agreem't onitoring and enforcement of this Deed Rider among some or all of the Developer,thq,M' oring Agent,the Municipality,MassHousing and DHCD. `� i Mortgage Satisfaction Amount shall have the meaning set forth Sn"%_dtion 7(b)hereof. IMortgagee shall-have the meaning set forth in Section 7(a) rao Program Guidelines means the regulations and/or gulddelknes issued for the applicable Program j and controlling its operations,as amended from{`i�l'�me to'fine. Resale Fee means a fee of 2%of the Ba.% : cam Number(at the time of resale)multiplied by the Resale Price Multiplier,to be paid t 6 onitoring Agent as compensation for monitoring and enforcing compliance with the tensDeed Rider,including the'supervision of the resale process. �� i Resale Price Certificate mea s" he�ceztificate issued as may be specified in the Regulatory ' Agreement and recorded . '�,t first deed of the Property from the Developer,or the subsequent certificate 'fan sued as may be specified in the Regulatory Agreement,which sets forth the Resale P;icdMultiplier to be applied on the Owner's sale of the Property,as provided hereinfq�so long as the restrictions set forth herein continue. In the absence of contrary s ecagn in the Regulatory Agreement the Monitoring Agent shall issue the certificate ReAlecr�ce Multiplier means the number calculated by dividing the Property's initial sale price by be Base Income Number at the time of the initial sale from the Developer to the first Eligible Purchaser.The Resale Price Multiplier will be multiplied by the Base Income Number at the time of the Owner's resale of the Property to determine the Maximum Resale Price on such conveyance subject to adjustment for the Resale Fee,marketing expenses and Approved Capital i Improvements. In the event that the purchase price paid for the Property by the Owner includes such an adjustment a new Resale Price Multiplier will be recalculated by the Monitoring Agent ; by dividing the purchase price so paid by the Base Income Number at the time of such purchase, i 4 I i . I and a new Resale Price Certificate will be issued and recorded reflecting the new Resale Price Multiplier. A Resale Price Multiplier of is hereby assigned to-the Property. I Term means in perpetuity;unless earlier terminated by(i)the termination of the tern of affordability set forth in the Regulatory Agreement or Comprehensive Permit,whichever is longer;or(ii)the recording of a Compliance Certificate and a new Deed Rider executed by the purchaser in form and substance substantially identical to this Deed Rider establishing a new. term. 4 2. Owner-Occupancy/Principal Residence. The Property shall be occu' and used by the Owner's household exclusively as his,her or their'principal residence. 0 se of the Property or activity thereon which is inconsistent with such exclusive resden �u�se s expressly prohibited. 3. Restrictions Aizainst Leasing,Refinancing and Junior Bnembrances. The Property shall not be leased,rented,refinanced,encumbered (vokie6t ily- or otherwise)or mortgaged without the prior written consent of the Monitoring Agent provided that this j provision shall not apply to a first mortgage granted on theCdatteNereof in connection with this conveyance from Grantor to Owner securing indebtedness�n"t&greater than one hundred percent 100% of the purchase rice. An rents,profits,or r ceeds^from an transaction described in ( ) P P � Y P � Y i the preceding sentence which transaction has not receive- the requisite written consent of the Monitoring Agent shall be paid upon demand by wndf to the Municipality for deposit to its Affordable Housing Fund. The Monitoring Agent�Qr Municipality may institute proceedings to ; recover such rents,profits or proceeds,and b sus:o�collection,including attorneys' fees. Upon recovery,after payment of costs,the bal,� sb'all be paid to the Municipality for deposit to its Affordable Housing Fund. In the eZe t at t}ie Monitoring Agent consents for good cause to any such lease,refinancing,encubar�ce or mortgage,it shall be a condition to such consent i that all rents,profits or proceed,, such transaction,which exceed the actual carrying costs of the Property as determined bp�the nitoring Agent,shall be paid to the Municipality for deposit to its Affordable Housing, . 4. Options t:b- drehase. (a)When the Owner or any successor in title to the Owner shall desire to s P-,dispb of or otherwise convey the Property,or any portion thereof,the Owner shall notitlae Monitoring Agent and the Municipality in writing of the Owner's c nvey the Property(the "Conveyance Notice"). Upon receipt of the Conveyance intention toMO Notice, ;he Nloitoring Agent shall(i)calculate the Maximum Resale Price which the Owner mgf re 't on the sale of the Property based upon the Base Income Number in effect as of the date'of the Conveyance Notice and the Resale Price Multiplier set forth in the most recently recorded Resale Price Certificate together with permissible adjustments for the Resale Fee, marketing expenses and Approved Capital Improvements(as discounted), and(ii)promptly begin marketing efforts. The Owner shall fully cooperate with the Monitoring Agent's efforts to locate an Eligible Purchaser and,if so requested by the Monitoring Agent,shall hire a broker selected by the Monitoring Agent to assist in locating an Eligible Purchaser ready,willing and able to purchase the Property at the Maximum Resale Price after entering a purchase and sale E 5 l i 4 i I agreement. Pursuant to such agreement, sale to the Eligible Purchaser at the Maximum Resale Price shall occur within ninety(90)days after the Monitoring Agent receives the Conveyance ! Notice or such further time as reasonably requested to arrange for details of closing. If the Owner fails to cooperate in such resale efforts, including a failure to agree to reasonable terms in i the purchase and sale agreement,the Monitoring Agent may extend the 90-day period for a period commensurate with the time the lack of cooperation continues,as determined by the Monitoring Agent in its reasonable discretion.In such event,the Monitoring Agent shall giXg Owner written notice of the lack of cooperation and the length of the extension added to the day period. (b)The Monitoring Agent shall ensure that diligent marketing efforts are mad,�e-6 locate an Eligible Purchaser ready,willing and able to purchase the Property at tle Ivmum Resale Price within the time period provided in subsection(a)above and to entere4he regizisrte purchase and sale agreement. If more than one Eligible Purchaser is located,the Ion'Ang Agent shall conduct a'lottery or other like procedure to determine which Eligible,Puechaser shall be entitled to enter a purchase and sale agreement with Owner and to purchase��gg,,P perty. Preference shall be given to Appropriate Size Households.The procedure€or m$rfceting and selecting an Eligible Purchaser shall be approved as provided in the Regglq4y Agreement and any applicable Program Guidelines.If an EIigible Purchaser is i oeated;within ninety(90)days after receipt of the Conveyance Notice,but such Eligible Purchasr proves unable to secure mortgage financing so as to be able to complete the purchase ofitRlProperty pursuant to the purchase and sale agreement,following written notice to Own�wit`M the 90-day period the Monitoring Agent shall have an additional sixty(60)days too.Io�te another Eligible Purchaser who will enter a purchase and sale agreement and purcha�dithl�-r erty by the end of such sixty(60)-day period or such further time as reasonablyi> eted to carry out the purchase and sale agreement. I (c)In lieu of sale to an Eligib Purchaser,the Monitoring Agent or the Municipality or designee shall also have the rig�.` o rchase the Property at the Maximum Resale Price, in which event the.purchase and4al6'agreement shall be entered,and the purchase shall occur within ninety(90)days afte�eceipt of the Conveyance Notice or,within the additional sixty (60)-day period specifed ►subsection(b)above,or such.further time as reasonably requested to carry out the purchas ,an'' sale agreement.Any lack of cooperation by Owner in measures j reasonably necessary to effect the sale shall extend the 90-day period by the length of the delay caused by suc lac 'of cooperation. The Monitoring Agent shall promptly give Owner written '• notice of th- acl:of cooperation and the length of the extension added to the 90-day period. In the event of suC a sale to the Monitoring Agent or Municipality or designee,the Property shall remains ub ect to this Deed Rider and shall thereafter be sold or rented to an Eligible Purchaser a's�may a more particularly set forth in the Regulatory Agreement. (d)If an EIigible Purchaser fails to purchase the Property within the 90-day period (or such further time determined as provided herein)after receipt of the Conveyance Notice,and the Monitoring Agent or Municipality or designee does not purchase the Property during said period, then the Owner may convey the Property to an Ineligible Purchaser no earlier than thirty(30) days after the end of said period at the Maximum Resale Price,but subject to all rights and 6' S i i . III • f { . I i I restrictions contained herein;provided that the Property shall be conveyed subject to a Deed Rider identical in form and substance to this Deed Rider which the Owner agrees to execute,to secure execution by the Ineligible Purchaser and to record with the Deed;and further provided that,if more than one Ineligible Purchaser is ready,willing and able to purchase the Property the Owner will give preference and enter a purchase and sale agreement with any individuals or households identified by the Monitoring Agent as an Appropriate Size Household earning more than eighty percent(80%)but less than one hundred twenty percent(120%)of the Area eiiian Income. I (e)The priority for exercising the options to purchase contained in this Seed 4 all be as follows: (i)an Eligible Purchaser located and selected by the Monitoring Ag'�een,��t; provided in subsection(b)above, (ii)the Municipality or its designee,as provided'iwgub�'etion(c)above, ey and(iii)an Ineligible Purchaser,as provided in subsection(d)above. (f) Nothing in this Deed Rider or the Regulatory Agreement constitutes a,promise, commitment or.guarantee by DHCD,MassHousing,the Municip �ty`othe Monitoring Agent I that upon resale the Owner shall actually receive the Maximu Resa)e Price for the Property or any other price for the Property. r � { (g)The holder of a mortgage on the Property is. tc t obligated to forbear from exercising the rights and remedies under its mortgage,at law orn=•wn equity,after delivery of the Conveyance. Notice. 5. Delivery of Deed.(a)In co - eon with any conveyance pursuant to an option to purchase as set forth in Section 4 above ter perty shall be conveyed by the Owner to the selected purchaser by a good and sff19 Un,quitclaim deed conveying a good and-clear record and marketable title to the Proper�trm all encumbrances except(i)such taxes for the then { current year as.are not due and�p�a as e on the date of delivery of the deed,,(ii)any lien•for municipal betterments assessed;a'Rer''he date of the Conveyance Notice,(iii)provisions of local building and zoning laws. easements,restrictions,covenants and agreements of record specified in the deed frog tl�e Owner to the selected purchaser, (v) such additional easements, restrictions,covenants and agreements of record as the selected purchaser consents to, such consent not to be- reasonably withheld or delayed,(vi)the Regulatory Agreement,and(vii), except as othe ,lse'rovided in the Compliance Certificate,a Deed Rider identical in form and substance to'thii eed Rider which the Owner hereby agrees to execute,to secure execution by the selected purchaser,and to record with the deed. Said deed shall clearly state that it is made sul ect to the Deed Rider which is made part of the deed.Failure to comply with the piec'edirig sentence shall not affect the validity of the conveyance from the Owner to the selected purch ser.or the enforceability of the restrictions herein. I I I (b) Said deed,including the approved Deed Rider,shall be delivered and the purchase rice paid the"Closin " at the Registry,or at the option of the selected purchaser,exercised b written notice to the Owner at least five(5)days prior to the delivery of the deed,at such other place as the selected purchaser may designate in said notice. The Closing shall occur at such I { i time and on such date as shall be specified in a written notice from the selected purchaser to the Owner,which date shall be at least five(5)days after the date on which such notice is given,and no later than the end of the time period specified in Section 4(a)above. (c)To enable Owner to make conveyance as herein provided, Owner may, if Owner so desires at the time of delivery of the deed,use the purchase money or any portion thereof to clear the title of any or all encumbrances or interests,all instruments with respect thereto to beomz� recorded simultaneously with the delivery of said deed.Nothing contained herein as tote q , NN Owner's obligation to remove defects in title or to make conveyance or to deliver po ssessiond6f i the Property in accordance with the terms hereof,as to use of proceeds to clear title or asAo the election of the selected purchaser to take title,nor anything else in this Deed)�der.51}a11"be deemed to waive, impair or otherwise affect the priority of the rights herei�ntoveratters i appearing of record,or occurring,at.any time after the recording of this ID'eed Rider,all such matters so appearing or occurring being subject and subordinate in all events�to�the-rights herein. (d)Water and sewer charges and taxes for the then currerit er}od shall be apportioned and fuel value shall be adjusted as of the date of Clo0 and the net amount thereof shall be added to or deducted from,as the case may be,the, u,Aase price payable by the selected purchaser. ry (e)Full possession of the Property free from ill occupants is to be delivered at the time of the Closing,the Property to be then in the same�cdfflon'as it is in on the date of the execution s of the purchase and sale agreement,reasonable q and tear only excepted. (f)If Owner shall be unable to g V84,pt'le9or to make conveyance as above required,or if any change of condition in the ProPe�; .nit me uded in the above exception shall occur,then Owner shall be given a reasonable tit to exceed thirty(30)days after the date on which the Closing was to have occurred ikw�hic to remove any defect in title or to restore the Property to the condition herein required 4 kz,. er shall use best efforts to remove any such defects in the title,whether voluntary or:involuntary,and to restore the Property to the extent permitted by insurance proceeds or 9 ddeinnation award. The Closing shall occur fifteen(15)days after notice by Owner thadalf-Eave uc,, efect has been cured or that the Property has been so restored. The C selected purchaser�s the election,at either the original or any extended time for performance,to accept such title as the Owner can deliver to the Property in its then condition and to pay"`t1efo the purchase price without deduction,in which case the Owner shall convey such title-exce'"p that in the event of such conveyance in.accordance with the provisions of this clause,%Fihe Property shall have been damaged by fire or casualty insured against or if a portion or h"eperty shall have been taken by a public authority,then the Owner shall,unless the Ownerhas previously restored the Property to its former condition,either: C (A) pay over or assign to the selected purchaser,on delivery of the deed,all amounts recovered or recoverable on account of such insurance or condemnation award less any amounts reasonably expended by the Owner for any partial I restoration,or 1 . 8 I - - C i i (B) if a holder of a mortgage on the Property shall not permit the insurance proceeds or the condemnation award or part thereof to be used to restore the Property to.its former condition or to be so paid over or assigned,give to the selected purchaser a credit against the purchase price,on delivery of the deed, equal to said amounts so retained by the holder of the said mortgage less any j amounts reasonably expended by the Owner for any partial restoration. i 6. Resale and Transfer Restrictions. (a)Except as otherwise provided herdih thm Property or any interest therein shall not at any time be sold by the Owner,or the 0,fin6r W successors and assigns,and no attempted sale shall be valid,unless the aggregat value of all consideration and payments of every kind given or paid by the selected purchaser�rtNaximum ieProperty for and in connection with the transfer of such Property, is equal to or less ilaau nth Resale Price for the Property,and unless a certificate(the"Compliance Chtificatet')is obtained j and recorded,signed and acknowledged by the Monitoring Agent which Co JIlance Certificate refers to the Property,the Owner,the selected purchaser thereof,and4bZj aximum Resale Price therefor,and states that the proposed conveyance,sale or transfer(( e Ptoperty to the selected purchaser is in compliance with.the rights,restrictions,covenants and agreements contained in this Deed Rider,and unless there is also recorded a new D' d:�,der executed by the selected purchaser,which new Deed Rider is identical inform and ,pan a to this Deed Rider. (b)The Owner,any good faith purchaser of the Property,any lender or other party taking a security interest in such Property and-any othe ird party may rely upon a Compliance Certificate as conclusive evidence that the prop`k� e&conveyanee,sale or transfer of the Property i to the selected purchaser is in compliancy,,yv�thghe rights,restrictions,covenants and agreements i contained in this Deed Rider,and may recod` �Ych Compliance Certificate in connection with the conveyance of the Property. (c)Within ten(10)days o' closing of the conveyance of the Property from the Owner to the selected purchas''er,,�fhf e'�Owner shall deliver to the Monitoring Agent a copy of the of Deed of the Property, inc]ud' g the deed rider,together with recording information. Failure of .the Owner,or Owner'; ccdssors or assigns to comply with the preceding sentence shall not affect the validity of slick3conveyance or the enforceability of the restrictions herein. 7. " Val of Restrictions Upon Exercise of Remedies by Mortgagees. (a)The holder of re Q�061any mortgage on the Property(each,a Mortgagee )shall notify the Monitoring Agent, the Municipality and any senior Mortgagee(s)in the event of any default for ; which t e Mortgagee intends to commence foreclosure proceedings or similar remedial action pursuant diJits mortgage(the"Foreclosure Notice'),which notice shall be sent to the Monitoring Agent"and the Municipality as set forth in this Deed Rider,and to the senior Mortgagee(s)as set forth in such senior Mortgagee's mortgage,not less than one hundred twenty(120)days prior to the foreclosure sale or the acceptance of a deed in lieu of foreclosure.The Owner expressly agrees to the delivery of the Foreclosure Notice and any other communications and disclosures made by the Mortgagee pursuant to this Deed Rider. 9 ' I I i i (b)The Owner grants to the Municipality or its designee the right and option to purchase the Property upon receipt by the Municipality of the Foreclosure Notice. In the event that the Municipality intends to exercise its option,the Municipality or its designee shall purchase the Property within one hundred twenty(120)days of receipt of such notice, at a price equal to the greater of(i)the sum of the outstanding principal balance of the note secured by such foreclosing Mortgagee's mortgage,together with the outstanding principal balance(s)of any note(s)secured by mortgage(s)senior in priority to such mortgage(but in no event shall the aggregate amot thereof be greater than one hundred percent(100%)of the Maximum Resale Price calc ate gat the time of the granting of the mortgage)plus all future advances,accrued interest and all reasonable costs and expenses which the foreclosing Mortgagee and any senior oetgagee(s)are entitled to recover pursuant to the terms of such mortgages(the"Mortgage Satisfac i.on'�is Amount"),and(ii)the Maximum Resale Price(which for this purpose ma�`l q.Asss than the purchase price paid for the Property by the Owner)(the greater of(i)and t1i�.abo',ve herein referred to as the"Applicable Foreclosure Price").-The Property shall be sol'�"iand conveyed in its then-current"as is,where is"condition,without representation or warrasn of any kind;direct or I indirect,express or implied,and with the benefit of and subject tdial`�rig #s,rights of way, restrictions,easements,covenants,liens,improvements,housing code?vicLtions,public ' assessments,any and all unpaid federal or state taxes(subjectQaany rights of redemption for anceunpaid federal taxes),municipal liens and any other encumbb ss of record then in force and applicable to the Property yhavingPriorin over such f ore`c' sing Mortgagee's mortgage,and further subject to a Deed Rider identical in form andu bsance fi to this Deed Rider which the ! Owner hereby agrees to execute,to secure execute n 157'the Municipality or its designee,and to record with the deed,except that(i)during the i'e 4f ownership of the Property by the µ I Municipality or its designee the owner-occup. `ql'requirements of Section 2 hereof shall not apply(unless the designee is an 1✓ligible 'uhaser),and(ii)the Maximum Resale Price shall be recalculated based on the price paid o #heTrope rty by the Municipality or its designee,but not greater than the Applicable Foreclosice. Said deed shall clearly state that it is made subiect to the Deed Rider whic>.`=is�made part of the deed. Failure to comply with the preceding sentence shall not4iffect✓tlie validity of the conveyance from the Owner to the Municipality or its designeQ%t-he enforceability of the restrictions herein. (c)Not earlieftn one hundred twenty(120)days following the delivery of the Foreclosure Notice.to the Monitoring Agent,the Municipality and any senior Mortgagee(s) pursuant to sutZs�eEtion(a)above,the foreclosing Mortgagee may conduct the foreclosure sale or accept a deem ieu of foreclosure.The Property shall be sold and conveyed in its then-current "as is,were i?�'condition,without representation or warranty of any kind,direct or indirect, exp€'es. or implied,and with the benefit of and subject to all rights,rights of way,restrictions, j 1,i� I easements,covenants,liens,improvements,housing code violations,public assessments,any and all unpaid federal or state taxes(subject to any rights of redemption for unpaid federal taxes), municipal liens and any other encumbrances of record then in force and applicable to the Property having priority over the foreclosing Mortgagee's mortgage,and further subject to a - Deed Rider,as set forth below. ; i ' I I 10 i (d)In the event that the foreclosing Mortgagee conducts a foreclosure sale or other proceeding enforcing its rights under its mortgage and the Property is sold for a price in excess of the greater of the Maximum Resale Price and the Mortgage Satisfaction Amount,such excess shall be paid to the Municipality for its Affordable Housing Fund after(i)a final judicial determination,or(ii)a written agreement of all parties who, as of such date hold(or have been duly authorized to act for other parties who hold)a record interest in the Property,that the j Municipality is entitled to such excess.The legal costs-of obtaining any such judicial I determination or agreement shall lie deducted from the excess prior to payment to they j Municipality.To the extent that the Owner possesses any interest in any amount wh 6h wAc3 ohJ' otherwise be payable to the Municipality under this paragraph,to the fullest extent pe remissible by law,the Owner hereby assigns its interest in such amount to the Mortgagee �fpayment to the e4o Municipality. I (e)If any Mortgagee shall acquire the Property by reason of foreclosi5te'or upon conveyance of the Property in lieu of foreclosure,then the rights and resf�ictions contained herein shall apply to such Mortgagee upon such acquisition of thVtroper �, and to any purchaser of the Property from such Mortgagee,and the Property shall b-con#,e ed subject to a Deed Rider identical in form and substance to this Deed Rider,Wi� ch� a Mortgagee that has so acquired the Property agrees to annex to the deed and to�ec �, b v3 th the deed,except that(i) during the term of ownership of the Property by sue agee the owner-occupancy requirements of Section 2 hereof shall not apply and-.((iiii) Maximum Resale Price shall be recalculated based on the rice aid for the Pro b such Mortgagee at the foreclosure sale, P P P„c�;Y Yui but not greater than the Applicable Foreclosuree ic.. Said deed shall cleaely state that it is made subiect to the Deed Rider whichpis m art of the deed. Failure to comply with the preceding sentence shall not affect the !aid�� of the conveyance to the Mortgagee or the enforceability of the restrictions here !f< (f)If any party other th a, ortgagee shall acquire the Property by reason of foreclosure or upon conveyance of the)fbpprty in lieu.of foreclosure,the Property shall be conveyed subject ' to a Deed Rider identicaorm and substance to this Deed Rider,which the foreclosing Mortgagee agrees to W6,x I the deed and to record with the,deed,except that(i)if the purchaser at such foreclosure sale or assignee of a deed in lieu of foreclosure is an Ineligible Purchaser,then durrngA'`h'e term of ownership of the Property by such Ineligible Purchaser,the owner-occup c ei&e uirements of Section 2 hereof shall not apply,and (ii)the Maximum Resale Price shall%ie reca culated based on the price paid for the Property by such third party purchaser at the for, sale,but not greater than the Applicable Foreclosure Price. Said deed shall clearlAte that it is made subiect to the Deed Rider which is made part of the deed. F9iltre tocomply with the preceding sentence shall not affect the validity of the conveyance to ' such third party purchaser or the enforceability of the restrictions herein. (g)Upon satisfaction of the requirements contained in this Section 7,the Monitoring Agent shall issue a Compliance Certificate to the foreclosing Mortgagee which,upon recording in the Registry,may be relied upon as provided in Section 6(b)hereof as conclusive evidence i I • i I that the conveyance of the Property pursuant to this Section 7 is in compliance with the rights, restrictions,covenants and agreements contained in this Deed Rider. (h)The Owner understands and agrees that nothing in this Deed Rider or the Regulatory Agreement(i) in any way constitutes a promise or guarantee by MassHousing,DHCD,the Municipality or the Monitoring Agent that the Mortgagee shall actually receive the Mortgage Satisfaction Amount,the Maximum Resale Price for the Property or any other price for then; i Property,or(ii)impairs the rights and remedies of the Mortgagee in the event of a defidieen y- l 9j (i)If a Foreclosure Notice is delivered after the delivery of a Conveyance . otice's i �N", - provided in Section 4(a)hereof,the procedures set forth in this Section 7 shall super�ecK the 1 provisions of Section 4 hereof. , Nin 8. Covenants to Run With the Property. (a)This Deed Riderc�tliding all I restrictions,rights and covenants contained herein,is an affordable housing restriction as that term is defined in Section 31 of Chapter 184 of the Massachuset&,Geriera` }Laws,having the' benefit of Section 32 of such Chapter 184,and is enforceable a suc h'is Deed Rider has been approved by the Director of DHCD.. 1 hi I (b)In confirmation thereof the Grantor and.th .Ow�neT intend,declare and covenant (i) ' that this Deed Rider,including all restrictions,rights-�an, venants contained herein,shall be m and are covenants running with the land,encu rin ' e Property for the Term,and are binding upon the Owner and the Owner's successors jg--.ttle�'and assigns,(ii)are not merely personal covenants of the Owner,and(iii)shall eq;-td t e benefit of and be enforceable by the. ! Municipality,the Monitoring Agent and,.b and their successors and assigns,for the Term. Owner hereby agrees that any and ev re.,itements of the laws of the Commonwealth of Massachusetts have been satisfied ' d r for the provisions of this Deed Rider to constitute restrictions and covenants runi�;w . yth the land and that any requirements of privity of estate have been satisfied in full. �4 ` 9. Notice. A-hyngUotices,demands or requests that may be given under this Deed Rider shall.be sufficintl sefved if given in writing and delivered by hand or mailed by certified or registered mail Postaga prepaid,return receipt requested,to the followingentities and parties ` in interest at the4asd' esses set forth below,or.such other addresses as'may be specified by any party(or its so ess6r)by such notice. A Uniciyality: i Grantor: i • i I Owner: 12 i I i. i I i j i Monitoring A eg ntfsl I (1) Director,Local Initiative Program DHCD 100 Cambridge Street Suite 300 V Boston,MA 02114 Others: 0 4. a � Any such notice,demand or request shall be dee�rlged o Have been given on the day it is hand delivered or mailed. 10. Further Assurances. The't,)'. grees from time to time,as may be reasonably required by the Monitoring Agent,to fifi=nish-the Monitoring Agent upon its request with a written statement,signed and,if requeNd;Packnowledged,setting forth the condition and occupancy of the Property,inforrx afi� concerning the resale of the Property and other material information pertaining to the Rsope�. and the Owner's conformance with the requirements of the Comprehensive Permit,Program' "Program Guidelines,as applicable. 11. Enforcen nt a)The rights hereby granted shall include the right of the Municipality and the _ o9itoring Agent to enforce this Deed Rider independently by appropriate ` legal proceedings.aand o0obtain injunctive and other appropriate relief on account of any j violations includngiwithout limitation relief requiring restoration of the Property to the contion,aorda di hity or occupancy which existed prior to the violation impacting such condition,affordability or occupancy (it being agreed that there shall be no adequate remedy at lawFfo violation),and shall be in addition to,and not in limitation of,any other rights and remedies available to the Municipality and the Monitoring Agent. Ik' I (b)Without limitation of any other:rights or remedies of the Municipality and the Monitoring Agent,or their successors and assigns,in the event of any sale,conveyance or other transfer or occupancy of the Property in violation of the provisions of this Deed Rider,the Municipality and Monitoring Agent shall be entitled to the following remedies,which shall be cumulative and not mutually exclusive: 13 , I i (i) specific performance of the provisions of this Deed Rider; (ii) money damages for charges in excess of the Maximum Resale Price, if i applicable; ! (iii) if the violation is a sale of the Property to an Ineligible Purchaser except I as permitted herein,the Monitoring Agent and the Municipality shall have the option to locate an Eligible Purchaser to purchase or itself purchase the opeT from the Ineligible Purchaser on the terms and conditions provided 4 min e purchase price shall be a price which complies with the provisions,o �this Yeed Rider;specific performance of the requirement that an'Ineligibl4e P}}r. aser shall sell,as herein provided,may be judicially ordered. , (iv) the right to void any contract for sale or any sale,conveyance or other transfer of the Property in violation of the provisions of i%is Deed Rider in the absence of a Compliance Certificate,by an action uuYly�to enforce this Deed Rider;and (v) money damages for the cost of creating ors btaining a comparable dwelling unit for an Eligible Purchaser. `' * (c)In addition to the foregoing,the Owner hegg. agrees and shall be obligated to pay all fees and expenses(including legal fees)of th v,onitoring Agent and/or the Municipality in the event successful enforcement action is take�'z=against the Owner or Owner's successors or i assigns.The Owner hereby grants to the Mori ling Agent and the Municipality alien on the Property;junior to the lien of any instional>hholder of a first mortgage on the Property,to i secure payment of such fees and ex�e�nses�'�hn any successful enforcement action. The Monitoring j Agent and the Municipality shal e'bnt+itled to seek recovery of fees and expenses incurred in a 1 successful enforcement action_o 'steed Rider against the Owner and to assert such a lien on the Property to secure pal t* he"Owner of such fees and expenses.Notwithstanding anything herein to the co�fraly in the event that the Monitoring Agent and/or Municipality fails I to enforce this Deed deY;.as'provided in this Section,DHCD, if it is not named as Monitoring E Agent, shall have the`saWe rights and standing to enforce this Deed Rider as the Municipality I and Monitoring,$Egnt. (d)Th .Owner for himself,herself or themselves and his,her or their successors and I assigns keleb "grants to the Monitoring Agent and the Municipality the right to take all actions w th re§Zed to the Property which the Monitoring Agent or Municipality may determine to be neAsaary or appropriate pursuant to applicable law,court order,or the consent of the Owner to j prevent,remedy or abate any violation of this Deed Rider. 12. Monitoring Agent Services;Fees. The Monitoring Agent shall monitor i compliance of the Project and enforce the requirements of this Deed Rider. As partial compensation for providing these services,a Resale Fee[A shall [ ]shall not be payable to the Monitoring Agent on the sale of the Property to an Eligible Purchaser or any other purchaser in 14 i i i i accordance with the terms of this Deed Rider. This fee if imposed,shall be aid b the Owner P P Y herein as a closing cost at the time of Closing, and payment of the fee to the Monitoring Agent shall be a condition to delivery and recording of its certificate,failing which the Monitoring Agent shall have a claim against the new purchaser,his,her or their successors or assigns,for which the Monitoring Agent may bring an action and may seek an attachment against the Property. i 13. Actions by Municipality. Any action required or allowed to be taken by 'e Municipality hereunder shall be taken by the Municipality's Chief Executive Officet'd'or di✓ gnee. 14. Severability. If any provisions hereof or the application thereo to ar< `person or circumstance are judicially determined,to any extent,to be invalid or unenoa`b�le;the remainder hereof,or the application of such provision to the persons or cirtc%umstances other than `I those as to which it is held invalid or unenforceable,shall not be affected th yeby. 15. Independent Counsel. THE OWNER ACKNOWL�T�,I)Q THAT HE, SHE,OR I THEY HAVE READ THIS DOCUMENT IN ITS ENTIRETY Ar HAD THE s OPPORTUNITY TO CONSULT LEGAL AND FINANCIALtDV)'SORS OF HIS,HER OR THEIR CHOOSING REGARDING THE EXECUTION, RY AND PERFORMANCE OF THE OBLIGATIONS HEREUNDER. s ': 16. Binding Agreement. This Deed Rider'sh' 1 bind and inure to the benefit of the persons,entities and parties named'herein and ek successors or assigns as are permitted by this Deed Rider. '01b �Gp 17. Amendment. This Deed;Aer may not be rescinded,modified or amended, in J whole or in part,without the writtencosent of the Monitoring Agent,the Municipality and the . �� holder of any mortgage or other c5iwq instrument encumbering all or any portion of the Property,which written consenb e recorded with the Registry. Executed as a sealed instnft' t this day of ,200_. Grantor: Owner: By By i s 15 ? i i i . I COMMONWEALTH OF MASSACHUSETTS ' County,ss. ' On this day �of ,200 before me,the undersigned notary public, personally appeared ,the of r in its capacity as the of ;pro ed to me through satisfactory evidence of identification,which was [a current driver's MU'n' Ah a current U.S.passport] [my personal knowledge],to be the person whose name is si pee n the zV preceding instrument and acknowledged the foregoing instrument to be his or,herg a act and deed and the free act and deed of as of I Notary Public � My commission=,ex,Tres: r 1 1. COMMONWEALT i QF�IASSACHUSETTS County,ss. � F erg SOn this day of .``'�, ,200�before me,the undersigned notary public, personally appeared ,�: ._; ;the of in itsQcapacity as the of ,proved f tome through satisfactory yence of identification,which was [a current driver's license] [a current U.S.passport],[my�personal knowledge],to be the person whose name is signed on the preceding instrumentkpn lacknowledged the foregoing instrument to be his or her free act and deed and the freGt an%deed of as of I I Notary Public i My commission expires: f I 16 i BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register i i f ° o .9tffidavit of Substantial Financial Interest s 1,Victoria Goldsmith,Executive Director of Habitat for Humanity of Cape Cod,Inc. , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the perty located at Map 52 , Parcel 036&036/001 . The address of the property is Old Stage Road 2. 1 have 100 %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 May 6,2015 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 James A.Jenkins and Susan L.Jenkins 227 Pine Street,West Barnstable,MA 02668 4. Within the last twelve months,from today's date,which is May 6,2015 , I have had a 1%or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map[Parcel Address please see attached letter 5. Within this calendar year, I have submitted 7 building permit applications.for property in which I have a 1%or greater legal or equitable interest. 6. Within the last ten days, I have submitted 1 . building permit applications for property in which I have a.1%or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which) have a 1%legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1%legal or equitable interest. Signed under the pains and penalties of perjury,this. 6 day of May,2015 ,200_. 2001-0050/aifin �1 O/LOTTERY/AFFIDAVrr i • • • Habitat for Humanity of Cape Cod 1 411 Main Street Suite 6 • Yarmouthport, MA 02675 • 508-362-3559 www.habitatcapecod.org Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street Hyannis, MA 02601 May 6, 2015 Dear Mr. Perry Within the last twelve months, from today's date, which is May 6, 2015, 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: 7A-7F Virginia Street, Yarmouth, MA—36/66.1, 36/66.2, 36/66.3, 36/66.4, 36/66.5, 36/66.6, 36/66.7 2 Rabbit Run, Eastham MA- 15/96L Main Street, Chatham, MA—9E-6-2B 1092 Oak Street Harwich, MA—92/E1-1, 92/E1-2, 92/E1-3, 92/E1-4, 92/E1-5, 92/E1-6, 92/E1-7, 92/E1-8 28 and 29 Sesame Street, Barnstable, MA— 173/007/001 and 173/007/002 6 Park Place, Mashpee, MA—33/112-3 55a & 55b Glenwood Ave, Falmouth, MA—47A08-010-000 72 Ginger Lane, Barnstable, MA—247/148 10,12,14,16, 18 & 19 Bevan Way, Orleans, MA 25/100 Sinc ly, Victoria Gold ith Executive Director • • • Habitat for Humanity of Cape Cod 411 Main Street Suite 6 • Yarmouthport, MA 02675 • 508-362-3559 www.habitatcapecod.org Town of Barnsntable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street Hyannis, MA 02601 April 29, 2015 Dear Mr. Perry Robert M. Ryley, CS# 3268, is the Director of Construction for Habitat for Humanity of Cape Cod, Inc. He is a full time employee of Habitat, and is authorized to pull Building Permits for Habitat's affordable housing builds. Specifically, he is authorized to pull permits for our upcoming Barnstable projects at 1819 Old Stage Road, Marstons Mills. If you have any questions, please feel free to call. Si y, VGold rt Executive Director VE Town of Barnstable Regulatory Services _R hard V.Scab,bigrnn Dn-ector .e IkEding Division Tam Perry,Dmldimg Commissioner 200 Main Sheet;Hymds,MA 02601 www.tnwahahaslablema h>s Office: 508-862- 038 Fag: 508-790-6230 Property Owner Must Complete,and Sign This Section' If Using A Builder Victoria Goldsmith,Executive Director Habitat for Humanity of Cape Cod,Inc. as Owner of the subject pmpetty htteby snthoriza Robert M.Ryley,Director of Construction,HabitattD art on my bebal i a aIl math Moktive to wank aahohized by this building permit. 1825 Old Stage Road,West Barnstable,MA (Address of Job) Pool fences and alarms are the responsibDity of the applicant Pools are not to be filed or utr7ized before fence is installed and aU ftnal inspections are petfort ed and accepted. same as owner Signature of Owner Sigma ofApphc=t Victoria Goldsmith PrintName PtrtNzue 5-8-15 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supenisor License: CS-003268 ROBERT M RYLEY` S , 462 HARWICH RD Brewster MA 0201 v� ri I'A Expiration Commissioner 03/08/2017 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Dome Improvement Contractor Registration - - Registration: 112143 Type: DBA RYLEY CON _ _ ~ ' Expiration: 12/16/2015 Tr# 246109 STRUCTION �' `' - 'ROBERT RYLEY 462 HARWICH RD BREWSTER, VIA 02631 ;';x Update Address and return card.Mark reason for change. CA 1 C; 2OM-05/11 ❑ Address R Renewal Employment Lost Card �ie tpomzii��oazccsecr�L�i a�Ci�acccLeccoeL� . Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR' before the expiration date. If found return to: istration: '` 9 1:129,43 Type: Office of Consumer Affairs and Business Regulation 1Exp➢rat➢on: � 12i1 0 k5, DBA 10 Park Plaza-Suite 5170 �- — , Boston,MA 02116 YLEY CO NSTRUCTIOfiI'.:� ;F` DBERT RYLEY , ;2 HARWICH RD �� ZEWSTER,MA 02631 H 3Jndersecretary Not valid without sigwt—tu Bk 28832 P91 -21F 18479 04—•29-2015 a 12=S2P Town of Barnstable Zoning Board of Appeals, Decision and Notice Comprehensive Permit 2015-006—Habitat for Humanity of Cape Cod, Inc. 1 Old Stage Road Community Housing-MGL Chapter 40B Decision: Granted with Conditions I -BRR1,S;►�F�c �wtiw CLE-K Applicant: Habitat for Humanity of Cape Cod, Inc.(as purchaser) i 411 Route 6A,Yarmouth Port, MA j "01'� Subject Property: 1819 Old Stage Road,West Barnstable, MA Assessor's Map/Parcel: 152/036 i I iProperty Owner: James&Susan Jenkins,227 Pine Street,West Barnstable, MA Zoning: Residence F, Resource Protection Overlay District Hearing Date: January 28,2014 1 x Recording Information: Deed: Book: Page: (Grantors Title:Book 6731,Page 323) Plan Book 365 Page 67(Parcel No.36) Summary: Development of two affordable single-family dwellings,each on an i approximately half acre lot;division of lot; both units deed restricted affordable in perpetuity Background Habitat for Humanity is a non-profit organization dedicated to building pimple,decent homes in partnership with families in need. Habitat builds new homes for first-time homebuyers through donated land, materials, labor and funding as well as other special financing strategies.The organization has 22 build sites in Barnstable,including 16 units through its Danvers Way project; all are currently included in the Town's ISubsidized Housing Inventory. The subject property is a 1.03 acre vacant lot with 350 feet of frontage on Old Stage Road. The lot appears to be a remnant of a larger Jenkins homestead and is not shown on any land plan. It is located,across the street I from the West Barnstable Deer Club. Property to the north is under single-family residential use and the I abutting parcel to the south is Town of Barnstable conservation land. l helparcel consists entirely of upland. j There is no public sewer or water available at this location. i Applicant's Request Habitat for Humanity of Cape Cod, Inc.is seeking a Comprehensive Permit to construct two affordable,two- bedroom dwelling units,each on a lot sized approximately a%acre. The two units will be one-story,900 sq.ft, 2-bedroom, 1 bathroom units with full basements. The dwellings are proposed in conformance with all setback requirements. Each lot will be served by a private on-site wastewater disposal system and a private i well. A 10'x12'shed is proposed for each unit. An on-site parking/driveway area is provided on each lot. The dwellings are sited for solar access to accommodate solar panels on the roof. Habitat is proposing to offer the units for sale at a price affordable to households at or below 65%of th area median income. Procedural and Hearing Summary In October 2014,application was made to the Department of Housing&Community Development(DHCD)for a Project Eligibility letter for the development of two single family dwe Rings on Old Stage Road in West Barnstable. The application was submitted under the Local Initiative Pr gram. On December 22,2014,DHCD issued a Project Eligibility letter. i I Town of Barnstable—Zoning Board of Appeals Comprehensive Permit 2015-W6—Habitat for Humanity—Old Stage Road Community Housing On December 29 2014 the Habitat for Humanity filed an application for a Comprehensive Permit to develop the Old Stage Road project: The application was filed at the BarnstablelTown Clerk's Office and at the Zoning Board of Appeals Office. On January 5,2015,project notification and review request letters were sent to local boards,agencies and officials in accordance with CMR 760,Section 56.05(3). The Board received comments from the Conservation Commission (01-07-2015), Department of Public Works(01/16/2015),and Cape Cod Commission (01-20-2015)and appeared before the Board of jiealth on January 13,2015. A public hearing before the Zoning Board of Appeals was duly adveruseid in the Barnstable Patriot on January 9,2014 and January 16,2014 and notices were sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened January 28t',at which time the Board found to gra t the permit with conditions. Board Members deciding this appeal were Craig Larson,Alex Rodolakis,George Zevitas,David Hirsch and Herbert Bodensiek. jLeedara Zola represented Habitat for Humanity of Cape Cod before the Board;she appeared in her capacity as Project Manager and consultant to Habitat. She provided background on the land donation,noting the gift was in memory of Don Dickenson. She discussed the process,stating tl�iat the application was a LIP 40B endorsed by the Housing Committee,Town Manager and CPC. She rev ewed the findings relative to standing and consistency with local needs. Ms.Zola provided an overview of they project,specifying that the homes meet LIP guidelines. She discussed the potential for solar panels and efforts for energy efficiency. She reviewed the property,its topography and utility availability. Ms.Zola}stated there would be a two-bedroom deed restriction on the lots. She discussed the project in context of the other 88 habitat projects on the Cape. The Board discussed the possibility and process for potential increases In square footage of the homes in the I future. The Applicant clarified that the homes would be available to citizens or permanent legal residents making 65%of the AMI with a local preference. In response to public cpmment,Kris Clark and Ken Thiebeault presented concerns with the proposed septic systems and well proximity. The Board noted a four bedroom II home could be built on the property,which would impacts equal to two,two-bedroom homes. Findings of Fact:Standing Motion: The Board moves the make the following findings regarding the Applicant's standing to apply for a Comprehensive Permit under MGL Chapter 40B,in accordance with C R 760 Section 56.04: 1. A Project Eligibility letter was issued by the Department of Housing and Community Development(DHCD) on December 22,2014. The letter confirms that the Applicant and he project meet all minimum requirements of 760 CMR 56.04 Project Eligibility. Said letter includes findings by DHCD that:the project is generally eligible under the Local Initiative Program;the site is appropriate for residential development; the conceptual plan is appropriate for the project location;the project appears financially feasible in the I context of the Barnstable housing market;the initial pro forma appears financially feasible and consistent with the cost examination and limitations on profits and distributions on the basis of estimated development costs. 2. The above-referenced letter confirms the project sponsor and development team meet the general eligibility standards of the Local Initiative Program. Habitat for Humanity of Cape Cod,Inc is a non-profit organization. A letter from the Internal Revenue Service clarifies that the organization is exempt under I §501(c)(3)of the tax code based on a ruling issued to Habitat for Humanity International. ' 3. - The Applicant submitted a signed Purchase and Sale Agreement da led October 28,2014.The seller is gifting the property to Habitat for no monetary consideration. Vote:Based upon the evidence submitted and testimony provided,the Applicant has satisfied all of the requirements for standing pursuant to MGL Chapter 40B and 760 CMR Section 56.04. AYE: Craig Larson,Alex Rodolakis,George Zevitas,David Hirsch, Herbert Bodensiek NAY: None I 2 1 i Tbwn of Barnstable—Zoning Board of Appeals Comprehensive Permit 2015-006—Habitat for Humanity—Old Stage Road Community Housing i Findings of Fact:Consistency with Local Needs j Motion: The Board moves to make the following findings regarding consistency with local needs: 1. Pursuant to Massachusetts General Law Chapter 40B, Habitat for H manity of Cape Cod,Inc.seeks to divide a 1.03 acre vacant lot at 1819 Old Stage Road,West Barnstable into two%acre lots and construct an affordable single-family dwelling unit on each.The Applicant is proposes two units to promote development in keeping with the character of the neighborhood. 2. In accordance with the ZBA Rules and Regulations for review of Comprehensive Permits,Habitat for Humanity submitted an application,preliminary site development and utility plans, a review of the conditions in the surrounding area,preliminary architectural drawl i gs,a tabulation of proposed buildings, a preliminary plan for division of the land,and a list of requested waivers. 3. The subject property consists of one,44,811 sq.ft triangle-shaped vacant parcel with approximately 350 feet of frontage on Old Stage Road.The property is zoned Residence F and is located in the Resource iProtection Overlay District. 4. The Applicant is proposing a division of the subject property. The property is proposed to be divided into two building lots,each containing approximately%acre. ! 5. The proposed division of the lot does not constitute a subdivision. he proposed lots have frontage meeting the minimum requirements of the RF District on Old Stage Road,a public way; however,the resulting lots do not meet the minimum lot area requirements oft the RF District or Resource Protection Overlay District. Access to the lots can be provided from Old Stage Road. The division can be endorsed as an Approval Not Required Plan. ' 6. The Massachusetts Division of Fisheries and Wildlife(Mass Wildlife) Natural Heritage and Endangered Species Program (NHESP) reviewed a preliminary site plan and concluded that the proposed project will i not result in a prohibited "take"of any state-listed endangered species. Review of final site development plans by Mass Wildlife will be required. i 7. Each dwelling will be a two-bedroom, 1 bath unit with 900 square r eet of floor area and a full basement. On-site parking will be provided on each lot. The dwellings will be nergy efficient,and Habitat strives to meet LEED standards,although for budgetary reasons does not apply for formal certification. Habitat proposes to include solar panels as part of their build,dependent on site conditions and funding availability. ` i 8. 'The dwellings will be served by on-site septic systems and private wells in compliance with Title V and local Board of Health regulations,except as waived herein. 9. Both,of the dwelling units will be affordable units in perpetuity for qualified individuals and households with an income that does not exceed 80%of the annual median in}tome of the Barnstable Metropolitan i Statistical Area (MSA). 10. The units will be available and will be marketed on a fair and open basis via DHCD approved Affirmative I Fair Housing Marketing. Habitat for Humanity will act as its own lottery agent. 11. The statutory requirement of MGL Chapter 403 is to provide 10%4.the housing stock as affordable housing units;this goal is also reflected in Bamstable's Comprehensve Plan and the Regional Policy Plan. According to the Department of Housing and Community Development Subsidized Housing Inventory as of December 5,2014,the Town of Barnstable has 1,373 affordable units,comprising 6.7%of the total housing stock. The Town has not been granted a certification of compliance with the plan by DHCD and j has not shown recent progress towards achieving its Statutory Min ma. The project is not a large project i as defined by 760 CMR 56 and this application has not been previously received. t 3 i 1 I 1 _ ' Town of Barnstable—Zoning Board of Appeals Comprehensive Permit 2015-006—Habitat for Humanity—Old Stage Road Co unity Housing 12. The Applicant has requested waivers and variances from the Zoning Ordinance and Board of Health Regulations,Chapter 397 Wells. In review of the relief requested and the proposed plan for the development,the Board finds that the certain requested waivers may be granted without adversely affecting the public health and safety of occupants in the developrrlent,the surrounding neighborhood, and the residents of the Town of Barnstable,provided the conditioi is hereafter to be imposed in this permit are strictly followed and adhered to. Vote:Based upon the evidence submitted and testimony provided,the Board moves to approve these i findings with respect to the project's consistency with local needs. AYE: Craig Larson,Alex Rodolakis,George Zevitas, David Hirsch, Herbert Bodensiek I NAY: None Decision Motion: Based upon the findings of fact,the Board moves to grant Comprehensive Permit No.2015-006 in accordance with MGL Chapter 40B§§20-23 for the development proposed by Habitat for Humanity of Cape Cod,Inc.,subject to conformance to the following conditions,terms,and restrictions: 1. Development of the site shall be in substantial conformance with she preliminary plans entitled, "Habitat for Humanity of Cape Cod—Zoning Board of Appeals Sketch Plan" dated 12-22-2014 drawn and stamped by JM O'Reilly&Associates, Inc. Recognizing that the plans prese i ted are preliminary,the location of structures,drives and private utilities on the lot may be altered; however,buildings shall remain in conformance with setback requirements and development shall cQ�mply with all Town rules and regulations except those specifically waived herein. 2. The dwelling units shall be constructed in substantial conformance with the elevations and floor plans entitled"Proposed 2 Bedroom Ranch for Habitat for Humanity of Cape Cod",dated May 7,2014,drawn by David F Alten,five sheets. The units shall be two-bedroom,single-family dwellings. The homes shall include full basements. 3. The applicant shall prepare detailed development and constructioP plans consistent with this decision,all applicable town standards and recommendations except those waived by this decision,all engineering standards and all applicable building and fire codes. Prior to issuance of building permits or any construction,all plans shall be reviewed and approved for consistebncy with this decision by appropriate Town agencies and departments and with final review of this Boaid. The review of the plans shall be done as an administrative review and it shall not require a public Clearing or notice of the plan review. 4. The lots shall be divided as shown on the preliminary plan referenced in Condition No.1. As provided by Finding No.5 herein,the Board endorses an Approval Not Require Plan for division of the lots. a. An Approval Not Required plan shall be prepared based up�n the preliminary plan. The plan shall be prepared in substantial conformity with the preliminary plan and in accordance with Chapter I 801 Subdivision Regulations,Article IV Approval Not RequrrTd Plans. b. The plan shall incorporate a reference to this Comprehensive Permit and a notation that the lots ( are subject to compliance with all conditions of this permit) c. The ANR plan shall be submitted to the Zoning Board of Appeals for signature and recorded at the jRegistry of Deeds. The Zoning Board shall endorse such plain upon finding it is consistent with this decision. d. Copies of the recorded ANR plan and this decision shall be submitted to the Zoning Board of tAppeal's file prior to issuance of building permits. i 5. Thereafter,shall be no further division or reconfiguration of the lots without approval from this Board. I 4 i i Town of Barnstable—Zoning Board of Appeals Comprehensive Permit 2015-006—Habitat for Humanity—Old Stage Road Community Housing 6. The dwellings shall be served by on-site septic systems and privat�wells in compliance with Title V and local Board of Health regulations,except as waived herein,and subject to the following: i a. Separate private well construction permits are required ford each lot. Each well shall be sampled for the following chemical and bacteriological standards:toltal coliform,nitrate-nitrogen, pH, conductivity,sodium,iron,and EPA methods 502.1/503 or 02,2 or 524.1 or 524.2.These tests i include analyses for purgeable halocarbons and purgeable aromatics,as well as analyses for petroleum hydrocarbons or pesticides. b. Separate disposal works construction permits are required Ifor each individual lot. Detailed engineering plans shall be provided for each of the proposed septic systems. c. No more than two(2) bedrooms are authorized on each pakel. Floor plans shall be submitted to the Health Division prior to the approval of building permits and prior to the issuance of disposal works construction permits. d. The applicant shall record a properly worded deed restriction,signed by the owner of the property,at the Barnstable County Registry of Deeds restricting each lot to two bedrooms maximum. Copies of the recorded deed restrictions shall be submitted to the Health Agent prior to obtaining disposal works construction permits. i 7. All stormwater runoff shall be retained on-site. 8. The Applicant shall work with the Town Engineer,Town Surveyor and Tree Warden to clear any obstruction of sight distance in right-of-way prior to issuance of arjy Certificate of Occupancy. 9. The Applicant shall not damage or alter the grade of the existing multi-use path along Old Stage Road during construction. The Applicant shall,if necessary, repair any damage to the path at their own expense prior to issuance of Certificates of Occupancy. I10. Prior to issuance of Certificates of Occupancy,the Applicant shall landscape the property using drought- tolerant plants and,at a minimum, loam and seed any disturbed a eas of the site. 11. The units shall be for single-family use only and shall be owner occupied. The units shall not be rented. i 12. The two units shall be dedicated in perpetuity as affordable units zs that term is currently defined by Massachusetts Department of Housing and Community Development. The sale and resale price of the affordable dwellings shall be calculated based upon a formula under which monthly housing costs, including mortgage payments,taxes,insurance,and association fees shall not exceed 30%of 80%of the Area Median Income (AMI)of the Barnstable Metropolitan Statistical Area (MSA)and marketed and sold only to income qualified individuals and households with an income that does not exceed 80%of the annual median income of the Barnstable MSA. All of the dwelling shall be made available on a fair and open basis. 13. The Applicant shall record a deed restriction,in form and content approved by the Town Attorney, assuring that the affordable units will remain affordable in perpet ity and that they are protected in the event of a foreclosure from loss of their affordable status. 14. The project shall comply with all Local Initiative Program require ents and any conditions the State may insert upon the grant of this permit,to the extent that they are of inconsistent with this decision. 15. A Regulatory Agreement pursuant to the Local Initiative Program and consistent with the terms of this Comprehensive Permit,inform and content approved by the Tow Attorney,shall be executed by the Subsidizing Agency,the Town of Barnstable by its Town Manager,and the Applicant. Said Agreement i shall be recorded at the Barnstable County Registry of Deeds prior to the issuance of any building permits. 5 i Town of Barnstable—Zoning Board of Appeals i Comprehensive Permit 2015-006—Habitat for Humanity—Old Stage Road Community Housing 16. A monitoring agent,approved by the Town Attorney's Office,shall be retained by the applicant. All costs associated with monitoring for consistency with the Regulatory Agreement shall be borne by the Applicant. 17. The Applicant shall prepare an Affirmative Fair Housing Marketing Plan(AFHMP),prepared in accordance Mwith Section 111 of the 40B Guidelines and approved by the Depart ent of Housing and Community Development priorto the issuance of a building permit. i 18. This Comprehensive Permit is issued to the applicant Habitat for humanity of Cape Cod Inc. It shall not be transferable without the prior written approval of this Board. 19. All required state permits and approvals including,but not limited to,Title V wastewater disposal permits and National Heritage and Endangered Species approval shall be submitted to the Board's file prior to issuance of a building permit. io. Prior to the issuance of any permits for the development,this Comprehensive Permit shall be recorded at the Barnstable Registry of Deeds. A copy of the recorded document shall be submitted to the Zoning Board of Appeals file. { Vote: The Board votes to approve the-Comprehensive Permit with conditions: AYE: Craig Larson,Alex Rodolakis, George Zevitas, David Hirsch,Her ert Bodensiek NAY: None I Request for Waivers and Variances Motion: With respect to the Applicant's request for relief from local rules and regulations,the Board finds that certain requested variances and waivers may be granted without{adversely affecting the public health j and safety of occupants in the development,the surrounding neighborhood,and the residents of the Town of Barnstable,provided the conditions imposed in this permit are strictly followed and adhered to. The following relief is granted to Habitat for Humanity of Cape Cod,Inc for the development of the Old'Stage Road Community Housing project: lVariances are granted from the following zoning ordinance provisions to allow the creation of two lots l containing 22,039 sq.ft and 22,773 square feet, respectively: 1. §240-7 Application of district regulation: (B)Variance from the requirement of conformance to district regulations,and (D)Variance from lot shape requirements. 2. §240-14 RF Residential Districts:(E)Variance from Bulk Regulations, Minimum Lot Area,43,560 sq.ft. j 3. §240-36-D Resource Protection Overlay District regulations:Variance from the requirement of I conformance to minimum lot area requirement of 87,120 square feet. j Waivers are granted from Chapter 397 Wells to allow less than 150 fee of separation between the private water supply and private sewage disposal system: 4. §397-2—Building Prohibited;location restrictions:Waiver from the,requirement for the installation of a i private water supply and a private sewage disposal system on a lot containingan area less than 40,000 square feet of buildable land is prohibited,and in no case shall a private water supply and a private sewage disposal system be located within 150 feet of each other. S. §397-8(E)(1)(f)—Well location:Waiver from the minimum 150 fool oo distance required between a well and septic leaching facility. Vote:The Board votes to grant the requested variances and waivers. AYE: Craig Larson,Alex Rodolakis,George Zevitas, David Hirsch,Herbert Bodensiek NAY: None 6 1 i Town of Barnstable—Zoning Board of Appeals Comprehensive Permit 2015-006—Habitat for Humanity—OId Stage Road Co unity Housing Ordered i Comprehensive Permit No.2015-006 has been granted with conditions This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within three years. Appeals of this decision,if any,shall be made to the Barnstable Superior Court pursuant to M.G.L. Chapter 40A,Section 17,within twenty days after the date of the filing�Of this decision in the office of the Town Clerk. The Applicant has the right to appeal this decision as outlined in M.G.L.Chapter 40B,Section 22. Cr ' rson,Chair Date S gned I I,Ann Quirk,Clerk of the.Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty (20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this �� day of , under the pains and p6nalties of perjury6. = 1 Ann Quirk,To n derk 1 i I 1 _ 1 7 i AbutterReport Page 1 of 1 i Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '152036' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. f I Total Count: 14 Its Close i Mailing Map&Parcel Owners Owner2 Addressi Address 2 CItySWteZip Country Deed 152002W00 BARNSTABLE, CONSERVATION 200 MAIN STREET i HYANNIS,MA NONE TOWN OF(CON) COMMISSION I 02601 W WEST EST BARNSTABLE 152003001 PO BOX 522 i BARNSTABLE, 904/48 DEER CLUB INC MA 02668 STORY CHARLES W CHARLES W STORY 1770 OLD STAGE WEST t 152004001 ' REV TRUST ROAD BAARN26 ABLE, 23720/40 I WEST WOOD GARY A& 1754 OLD STAGE 1 152004002 CAROLYN RD BARNSTABLE, 5385/282 MA 02668 i CLARK,LEONARD F WEST I 152018 &KRISTINE M 398 WOODSIDE RD j BARNSTABLE, 3882/136 MA 02668 CROWLEY,STEPHEN 376 WOODSIDE WEST 152019 &AMBER S ROAD BARNSTABLE, 8606/213 MA 02668 /152032 IVANOV,MILEN I& 389 WOODSIDE BA NR STABLE, 24131/172 ZHELEVA,ELENA D ROAD MA 02668 152033002 LAPINE,]OHN C& 1135 SERVICE I WEST BARNSTABLE, 27055/259 CHRYSTAL A ROAD I MA 02668 INGRAHAM,DAVID 1855 OLD STAGE WEST 152035001 BARNSTABLE, 26369/1 A&NANETTE M ROAD I MA 02668 I THIBEAULT, 1845 OLD STAGE WEST `152035002 KENNETH A& j BARNSTABLE, 18664/158 NANCY M RD j MA 02668 i WEST ' &KRIS TINE CLARK,LEONARO F 398 WOODSIDE RD I BARNSTABLE, 9596/231 TINE MA 02668 WEST 152036 IENKINS,JAMES A 227 PINE ST BARNSTABLE, 1521/168 MA 02668 152038 BARNSTABLE, CONSERVATION 200 MAIN STREET HYANNIS,MA NONE TOWN OF(CON) COMMISSION 02601 CROFT,EVAN C& 1753 OLD STAGE I WEST 152039 LOAN C RD ! BARNSTABLE, 100D7/209 I MA 02668 t `I This list by Itself does NOT constitute a certified list of abutters and is provided only as an aid to the determinatlon of abutters.If a certified list of abutters Is required,contact the Assessing Division to have this list certified.The owner rand address data on this list Is from the Town of Barnstable Assessor's database as of 1120120114. I j i i I http://66.203.95.236/arcims/appgeoapp/A`butterReport.aspx?type=ZBA 12/29/2014 I Town of Barnstable Geographic Information System January 6;2015 8 129013 01061 1 so 153 #161 163037 #1126ON 162015�W 0227 128030 126038 :... ...•.;::;.r•:; • : r G►: F� • #130 w c;152093002 K. #141 162033001 `;*1195 •. �`<i .�• r,�r�''A #260 128004MB 128004010 • 162033003 ... ... ,:f/�., fr.�/, ?•,r,;.:ai,/�/ i��:�.:�:::'.;�:.• / 128031 '! 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It Is not adequate for legal Map:152 Parcel:036 Zoning Board of Appeals(ZBA) Selected Parcel boundary determination or regulatory Interpretation. Enlargements beyond a scale of Abutter List Type-Parties of interest are those directly opposite subject lot on , 1'=100'may not meet established map accuracy standards. The parcel Ilnes en this map :.;.., w F •ere only graphic representations of Assessors tax parcols.They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. f,�,j/ such as building location. Buffer f i r .. � 7 I LEGAL NOTICE �, .. ,y„� eta•, . !i ,. d- I l" r: a Town oe sdi ' ig::�;j:'!::a':)TOWNOF.'BARNSTA9CE,.:II�.E;.Tj•�4 �',`�•T��SyiZONfNGBOAfW.,OF„A?•,�. t•S-fr'�'"!�!l: . 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I AWE'Guide to Wood Construction in.high Wind Areas: 110 niph Find Zone Massachusetts Ch ecllist for cC®MPfia nCe (780 CMX 5301.2.1.1)x 0 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph a/ WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ I stories 5 2 stories B/ RoofPitch ..........................................................................(Fig 2) ........................................... & !-12:12 i d MeanRoof Height ..............................................................(Fig 2).................................................lb ft <_33' 1� Building Width,W:..............................................................(Fig 3)................................................ �ft :5 80' ✓ BuildingLength, L ..............................................................(Fig 3).................................................�ft 5 80' Building Aspect Ratio(UW) ...............................................(Fig 4).................................................J,� 53:1 t/ Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ j�,1 -`6'8" ✓ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ ✓ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................... ................................................................ of 2.2 ANCHORAGE TO FOUNDATION''' 5/8'Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general..........................................(Table 4)............................:.................. -1 in. Bolt Spacing from end1joint of plate ............................(Fig 5)....................................._ 0 in._<6"-12" �r Bolt Embedment-concrete..........................................(Fig 5)................................................. 9 in.>_7" Bolt Embedment-masonry........................................ (Fig 5)............................................ /Win.>-15" a-- PlateWasher...............................................................(Fig 5)...............................................?3"x 3"x W �- 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................i® ft<-12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).....................................................414 ft 5 d Maximum Canfilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................Oft 5 d Is- FloorBracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)......................... . .. Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... 114 in. Floor Sheathing Fastening..................................................(Table 2):. o d nails at_j�p in edge//62 in field ✓'� 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft 510'. Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... o ft <-20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................16, in.<-24"o.c. �•- Wall Story Offsets .................................:......................(Figs 7&8)............................................OP ft _<d tom' 4.2 EXTER16R WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x ft in. L— Non-Loadbearing walls................................................(Table 5)...............................2x 4 -Z ft in. ur- Gable End Wall Bracing 1 Full Height Endwall Studs............................................(Fig 10).................................................................. _�✓ WSP Attic Floor Length................................................(Fig 11).............................................3L-ft>_W/3 0/ Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft?0.9W - 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. ..(Fig 11)............................................................ ✓ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)......................................&_ft a/ Splice Connection(no.of 16d common nails)..............(Table 6)..........................................................� �A A WC Guide to Wood Construction in.high Wind Areas: 110 mph Wind Zone Massachusetts Checklist for (COMP lianCe (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral (no.of endnailed 16d common nails)..............(Table 7)........................................................t2 t_ Non-Loadbearing Wall Connections Lateral (no.of endnailed 16d common nails)...............(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................... ft.0 in.<_11' t� Sill Plate Spans ........................................................(Table 9)..................................�ft D in.<_11' r� Full Height Studs (no.of studs)...................................(Table 9)........................................................ a Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. ft® in.5 12' -� Sill Plate Spans...........................................................(Table 9).................................. ® ft ® in.:5 12" �~ Full Height Studs(no.of studs)....................................(Table 9)........................................................ ✓". Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W t Nominal Height of Tallest Opening2 .............................................................................. <6,8. SheathingType..............................................(note 4).............................................I........ 05 ►l Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ l� in. r.� Field Nail Spacing able 10 ................................................. in. os Shear Connection(no. of 16d common nails)(Table 10)........................................................ 5v Percent Full-Height Sheathing ......... able 10 ...................................................3 1 % a� 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)......:.............. Maximum Building Dimension, L t gZ........................................................................ i'S<g 8 Nominal Height of Tallest Openin SheathingType..............................................(note 4)...................................................... 10S15 Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ [o in. - Field Nail Spacing..........................................(Table 11)................................................. in. Shear Connection(no. of 16d common nails)(Table 11)...........................................I............3�¢ Percent Full-Height Sheathing .... Table 11 ........................... ... .................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ v 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) ✓ Roof Overhang ................................................... (Figure 19)............../ft:5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=554plf Lateral.............................................(Table 12).............................................L= f%4 plf L= Shear...............................................(Table 12)............................................S= & plf �" Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)..............................T= /A plf as Gable Rake Outlooker.........................................(Figure 20).............. U ft:5 smaller of 2'or U2 L Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=,3QIb. Lateral(no.of 16d common nails)...(Table 14).......................................L=�Ib. �- Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and/5�9).................. or-` Roof Sheathing Thickness........................................... .............................................�� in.>_7116"WSP Roof Sheathing Fastening Table 2 .......................................................... Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 1 Sa 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness.pressure treated#2-grade. i I J • AWC Guide to Wood Construction in High WindAYeas: I1O mph Wind Zone Massachusetts Checklist fog° COMP -anC e (780 CMR 5301.2.1.1)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment I I C r' tt� e 1 _ li .. a _e om __ _ o_ v _ �_ e_ oe we �-,i U � � � � ��ov_amme=vmm_meee�_e__�_d�_e__=_e_e_r;�.-��=ti J W� ❑ � Ct} fim I I y �• � Oe MUM ® FI 'a O � V M'!u J AWC Guide to food. Conshwetion in High Wind Areas: XI®mph Wind.Zone Massachusetts Checklist list for Compliance (,78o CWR 5301.2.1.1)1 � m + i FRAMING MEMBERS i SEDGE MEMEMTE MW e � � u I I I � ° mo�oe S'TAGGEF ED P AA4 7 ML PATTERN PANEL M EWE V DOUBLE MNL ESE SPAONG D—Ei'AIL Detail Vertioal and Horizontal Nailing for Panel Attachment vi. Registry ID Home Energy Rating Certificate Rating Number Certified Energy Rater Bruce Torrey Old Stage Lot 1 Rating Date 03/11/2015 West Barnstable,MA 02668 Rating Ordered For Habitat for Humanity Cape cod i Estimated AnnuaKfiergy Co§t ., Use MMBtu Percent 5 Stars Plus Projected Rating Heating 8.4 30% HERS Index:64 Cooling 1.2 4% Hot Water 4.2 15% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 14.2 51% Gener`at Information,; 7 :,> Photovoltaics -0.0 -0% Conditioned Area 972 sq.ft. House Type Single-family detached Service Charges 0% Conditioned Volume 7773 cubic ft. Foundation Unconditioned basement Total 28.0 100% Bedrooms 2 3" `Crlterla S Mechanical Systein`s Features �, g a This home meets or exceeds the minimum criteria for the following: Air-source heat pump: Electric,Htg:10.3 HSPF.Clg:20.2 SEER. 2012 International Energy Conservation Code Water Heating: Heat pump,Electric,2.35 EF,50.0 Gat. Duct Leakage to Outside 38.00 CFM25. Ventilation System Exhaust Only:32 cfm,6.0 watts. Programmable Thermostat Heat=No;Cool=No Building SFiell Features r' ' . , .'_. Ceiling Flat R-60.0 Slab None Sealed Attic NA Exposed Floor R-30.0 t% Vaulted Ceiling NA Window Type U-Value:0.300,SHGC:0.290 Above Grade Walls R-25.0 Infiltration Rate Htg:3.00 Clg:3.00 ACH50 Energy Raters of Massachusettes Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Lights and"Appliance Features 'c �.t Sagamore Beach MA 02562 h r,'„ f x ; 508.833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Electric info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan(cfm/Watt) 0.00 REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings.®1985-2014 Architectural Energy Corporation,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 780 CMR: STATE BOARD OF BUILDING RE iI.JUNTIO S Alin.STANDARDS 1101.2 and NI 101.2.1 Replace as fol.lotvs: NJ 101.2 Compliance. Climate zone 5A shall be used far municipalities in.M. Compliance to this chapter shall be demonstrated by,cithcT: 1. Mccting the requircmrnts ofthc l)trernarinnat f.'neW Caizrerwstion Code 200.9 or, 2. (;ompliancewithSections\1]01,\1]02.4,NI102.5,N1103.1,NliO3?.2,P:t]03.2.3, and;;1103.3 to N 1103.9 and cithcr: a. Sections!I102.'l through\1102.3,\]103.2.]wW T 1104.1 or b. Section 405 of the 7ntemati6nal FaetRv Cansem afior.Curie 20119 and these. Trssa- chuscas amendments: 405.6.2.1.Add subsection: 405.6.3.1 Approved Calculation,Sott%vare Tools. Sof2warc tools s+ccting the requircracnts of Subsection 405.6 are: 1. R&Scheck:found.atlullZtl !z'< 'sQ.t zd a I 405.7 Add subsrcticmns: I 405.7 Approved Alternative Enerp•Performance 14cthods.In addition tothe IECC perfomtance eomplimcc path dctailed in subsections 405.1 to 405.5 the follo;idng rating threshold criteria of this section are sufficient to demonstrate energy code compliance under section 405 without calculation of a standard rckrence design. f. RESNET Approved Software for the Home Energy Rating System (HERS). Wherethr-RERS raterverified indexontlizbuildingis15orfewer points for the finished building.tog aher with a cotnplacd.and HEELS rater verified .t;l ERGY STAR.nomal bnctosure Chocklist- The orandalwy provisions of subsection 401.2 apply. 2. PasslVe Elousc Institute"LDS (PRI S)Approved Sofhsart,. Passive House Planning Package(PHPP). Where theSpecific Space Heat Demand as modeled in. Passive House Planning Packagc (?HPP) by a t crtiticd t'assivc House Consultant is less than or equal to 20 Uluisq Wycu. The nlrrrid atoty prowsforrs of'subsevion 401.2 apply. 405.7.1 Docum;entutfon. The follm ing docurnentation is required for enciff code eomplimize undff subsection 405.7: f. For IERS complialacc,a compli owe report whieb includes a proposed. Ei alt:S Me,%or 75 cT lower,a description ofthe building's energy features, and a statement that the rating index is"based on plans' will be required.for issuance of a building p mil. A cop}of the final certificate indicating that the HERS eager verified index is 75 or lc-ss.for the finished building togctkr ,,A ith a compiciLvJ TIERS mtex lrcrifled ENERGY ST AR Thermal Enclosure Checklist is to be su)3mittcd to the building oficial before:the certificate of occur4ncy is i.%ucd.. 2. For Passive House Planning Package (PHPP) verified compliancc, a comphance features,and,a statainzat that aht:estim ted Specific:Space Hcat Demand is"based on plans" will be required for issuance of a building perxi t. A copy ofthc final PHPP rcpoTt indicating the finished building acbimvs a Unified Passive House Consultant-v rificd.Specific Spacc Heat Demand of less than or equal to 20 KM!uslsq Wyearshall.be,submitted to the buitding a Iciai before the rcrtificate otoccupancy is issued. I i A PA Fire Protection of Floors (FP-04)for Compliance with 2012 IRC Section 501.3 and 2015 IRC Section R302.13 Fire Protection:Mineral Wool Insulation The following fire resistance design is an attemative to the 2-by-10 dimensional lumber prescribed in 2012 IRC Section R501.3 and 2015 IRC Section R302.13 Exception 4,with demonstrated equivalent fire performance All BCIO Joists;All AJS®Joists Mineral Wool Insulation(0) --.--__._._...Floor sheathing 0-..----—� i -- --1-joist 0---- Mineral wool insulation 0 Crawl Space Exception(`) In accordance with Exception 2 of the 2012 IRC Section R501.3 and 2015 IRC Section R302.13,floor assemblies located drectly over a crawl space not intended for storage or fuel-fired appliances do not require mineral wool insulation for fire protection. Floor sheathing 0--- 1-joist 0 .._.. .. . RM Automatic Sprinkler Exception') In accordance with Exception 1 of the 2012 IRC Section R501.3 and 2015 IRC Section R302.13,floor assemblies located directly over a space protected by an automatic sprinkler system do not require mineral wool insulation for fire protection. Floor sheathing I-joist 0--- Automatic sprinkler system O (A) Floor sheathing:Materials andinstallation in accordance with 2012 and 2015 IRC Section R503. (B) I4oist Installation in accordance with Section 4.0 of this report Maximum 24 inches on center spacing. Minimum flange size of 1-118 inches thick x I-X4 inches wide. Minimum web thickness of 318 inch. Adhesives used shall be as described in the quality manual approved by APA- (C) Mineral wool insulation:Minimum 2.5 IbW(nominal)and 3 inches thick mineral wool insulation installed as shown with insulation supports,spaced no more than 24 inches apart and no more than 4 inches from ends of batts. Minimum 2.5 I (nominal)and 2 inches thick mineral wool insulation shag be permitted if the Foists are spaced no more than 16 inches on center. Use min.15.25 inches,18.5 inches,and 23 inches wide baits when Foist spacing is 16 inches,19-2 inches,and 24 inches on center,respectively. (D) Automatic sprinkler system System in accordance with Section P2904 of the 2012 and 2015 IRC,NFPA 13D,or other equivalent sprinkler systems- Notes: (a) In accordance with Exception 3 of 2012 IRC Section R501.3 and 2015 IRC Section R302-13,portions of floor assembly can be unprotected when complying with the following: 1) The aggregate area of the unprotected portions shall not exceed 80 square feet 2) Fire blocking in accordance with 2012 and 2015 IRC Section R302.11.1 shag be installed along the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly- (b) Thicker insulation may be required for energy code compliance purposes. Check with the local building official for specific juristictional requirements. (c) Insulation may be required for energy code compliance purposes. Check with the local building official for specific jurisdictional requirements. REPRESENTING THE ENGINEERED WOOD INDUSTRY 7011 South 19th Street•Tacoma,Washington 98466-5333•Phone:(253)565-6600•Fax:(253)565-7265• www.apawood.org Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. r` MiTek e MiTek USA, Inc. RE: 42424 - Lot#1 - 1819 Old Stage Rd 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 314-434-1200 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: IRC2012/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [IWimdt$i4N1: 130 mph Design Method: MWFRS (Envelope)ASCE 7-10 [Low Rise] Roof Load: 50.0 psf Floor Load: N/A psf Mean Roof Height: 25 No. Seal# Job ID# Truss Namel Date 1 1123839002 142424 IT01 3/19/015 12 1123839003 142424 IT01GE 13/19/015 13 112 38 39004 142424 I T02 13/19/015 14 1123839005 142424 IT02GE 13/19/015 �P\IZAOF44,q The truss drawing(s)referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters XUEGANG N Provided by Quick Build. o LIU 3 STRUCTURAL cn Truss Design Engineer's Name: Liu, Xuegang No.43283 My license renewal date for the state of Massachusetts is June 30, 2016. Ago 9FciST,rP�� �SS�ONAL E NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSIITPI-2002 Chapter 2. March 19,2015 Liu, Xuegang Job Truss Truss Type Qty Ply Lot#1-1819 Old Stage Rd 14 , , 123839002 42424 T01 COMMON 8 1 Job Reference(optional) hQuick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 1.9 10:51:11 2015 Page 1 I D:sMV8MYCLkykOn9D76T_vDPyD 118-DJYpQ7gCYEheJOmW_gOL2emgZXoRV3t612UROzZOYE 7-7-12 } 15-0-0 22AA 30-0-0 31-4 1-0-0 7-7-12 7-0-4 7AA 7-7-12 1-M 4x6= Scale:3/16"=1' E 6.00 12 P Q 4x6 i 46 D F US i O R 3x6 C G 5x8 I I 5x8 I I B H I , I4 IN N S T M U L V K W X J 5x6= 4x4= 46= 4x4 = 5x6 = i 10-1.3 19-10-13 30-0-0 ' 10-1-3 9-9-11 10-1-3 Plate Offsets(X.Y)— IB:0-3-15.Edge] [H:O-3-15 0-0-0].[J:Edoe.0-2-12] [N:Edge.G-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.32 K-M >999 240 MT20 1971144 (Roof Snow=30. Lumber DOL 1.15 BC 0.63 Vert(TL) -0.48 J-K >744 180 TCDL 10.0 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.08 J n/a n/a B DL 10.0 Code IBC2009/TP12007 (Matrix) Weight:135 lb FT=1% LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E*Except* TOP CHORD A-C,G-I:2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc, Except: BOT CHORD 2x4 SPF 210OF 1.8E 15-0-0 oc:A-B,H-I. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals. BOT CHORD Installation 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-N,F-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) N=1802/0-5-8,J=1802/0-5-8 Max Horz N=-240(LC 5) Max UpliftN=-466(LC 7),J=-466(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=357/292,C-0=-207/295,D-0=123/313,D-P=-2119/534,E-P=-1973/569, E-Q=-1973/569,F-Q=-2119/534,F-R=-123/313,G-R=-207/295,G-H=-357/292, B-N=-476/394,H-J=476/394 BOT CHORD N-S=-299/1858,S-T=-299/1858,M-T=299/1858,M-U=-75/1436,L-U=-75/1436, L-V=-75/1436,K-V=-75/1436,K-W=-244/1858,W-X=-244/1858,J-X=-244/1858 WEBS 19 28fi F-K=-316/323,E-M=-190/792,D-M=-316/323,D-N=-2051/286, SN OF MgS F-J= Sy�y NOTES- �� XUEGANG l 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever LIU left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1:60 0STRUCTURAL v 2)TCLL:ASCE 7-05;Pf= TUR 30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 N0.4TUR 3)Unbalanced snow loads have been considered for this design. 3283 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs A9p 9FG/STEP�o non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F`SS�ONAL LNG 6)'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 between the bottom chord and any other members,with BCDL=10.Opsf. 7)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)N and J.This connection is for uplift only and does not consider lateral forces. Wo 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. For Sttl bill p gerying,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0.ntin March 19,2015 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.OT/16/201 5 BEFORE USE. Design valid for use only with MTek connectors.This design Is based only upon parameters shown,and is for an individual building component. q Appricabili fy 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 responsibillity of the MiTek' 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 ANSI/IPII Quality Criteria,DSB-89 and SCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Lot#1-1819 Old Stage Rd 123839002 42424 T01 COMMON 8 1 Job Reference(optional) (Quick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:51:11 2015 Page 2 I D:sMV8MYCLkykOn9D76T_vDPyD 118-DJYpQ7gCYEheJOmW_gOL2emgZXoRV3t612U ROzZOYE NOTES- 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. y WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. Design valid for use any with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. 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 any.Additional temporary bracing to insure stability during construction is the responsibilGty,of the M iTek` 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 ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Lot#1-1819 Old Stage Rd • 123839003 42424 T01 GE COMMON SUPPORTED GAB 1 1 Job Reference(optional) (Quick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:51:12 2015 Page 1 ID:sMV8MYCLkykOn9D76T_vDPyD l l8-hV6BdTrgJYpVwXLh3iLFtFA4jy_hA5tl LPn2zSzZOYD 1-0-� 15-0-0 30-0-0 31.0 �1-0-0 15-0-0 15-0-0 1-0-0 4x4= Scale=1:65.9 K 6.00 1-2 J L M AO AP H N G 0 AN AO 3 F P 3x5 x5 I I E 0 3x5 3x5 II D R S A S C T U �1 I� AM AL AK AJ At AH AG AF AE AD AC AS AA Z Y X W V 3x5 II 3x5= 3x5 II 30-0-0 30-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.01 U n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.14 Vert(TL) -0.01 U n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 V n/a n/a BCLL 0.0 ' Code IBC2009/TPI2007 BCDL 10.0 (Matrix) Weight:1681b FT=1% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 15-0-0(max)oc, Except: WEBS 2x4 SPF No.2 94-8 oc:B-C,C-E,F-G,H-I,M-N,O-P,Q-S,S-T. OTHERS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt K-AD,J-AF,L-AC MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 30-0-0. (lb)- Max Horz AM=-240(LC 5) Max Uplift All uplift 100 lb or less at joint(s)AF,AG,AH,Al,AC,AB,AA,Z except AM=-314(LC 5),V=-280(LC 6),AJ=-105(LC 7),AK=-104(LC 7), AL=-304(LC 6),Y=-105(LC 8),X=-104(LC 8),W=-274(LC 5) Max Grav All reactions 250 lb or less at joint(s)V,AH,Al,AJ,AK,AL,AA,Z,Y, X,W except AM=262(LC 6),AD=310(LC 8),AF=291(LC 2),AG=267(LC 2),AC=291(LC 3),AB=267(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD G-H=-30/268,H-AO=-35/306,I-AO=0/316,I-J=46/367,J-K=-54/409,K-L=-54/409, L-M=-46/367,M-AP=0/316,N-AP=-35/309,N-0=-30/268 WEBS K-AD=-286/0,J-AF=-251171,L-AC=-251/71 OF NOTES- 1��P��N Mgssgo 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever y left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 XUEGANG U, 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Z LIU m1 Gable End Details as applicable,or consult qualified building designer as per ANSI[TPI 1. 0 �i 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct= STRUCTURAL v 1.1 NO.4TU R 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs A9p 9F0/STEP�O non-concurrent with other live loads. �a 6)All plates are 1.5x4 MT20 unless otherwise indicated. GISTS ECG 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any other live loads. [/�A 11)'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 Continued on pagelottom chord and any other members. March 19,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111.7473 rev.0271612015 BEFORE USE. Design valid for use any with MTek connectors.This design a based only upon parameters shown,and is for an individual building component. � 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 responsibilrity of the MiTek'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 ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 r Job Truss Truss Type Qty Ply Lot#1-1819 Old Stage Rd - 123839003 42424 T01GE COMMON SUPPORTED GAB 1 1 Job Reference(option 1 (Quick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:51:12 2015 Page 2 ID:sMV8MYCLkykOn9D76T_vDPyD118-hV6BdTrgJYpVwXLh3iLFtFA4jy_hA5tl LPn2zSzZOYD NOTES- 12)N/A 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 14)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02116/2015 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for on Individual building component. 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 responsibilGly of the MiTek' 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 ANSI/TPII Quality Criterla,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite 0300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Lot#1-1819 Old Stage Rd ' 123839004 42424 T02 COMMON 9 1 Job Reference(optional) $uick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:51:13 2015 Page 1 I D:sMV8MYCLkykOn9D76T_vDPyD 118-9hgagpsT4rxMYhwtdPsUQTj7EMD3vNiAa3XbVvzZOYC 7-54 I 15-0-0 22-6-12 I 30-0.0 31-0-0 1-0-0 754 7b-12 75-12 75-4 1-0-0 4x6 = Scale:3/16"=1' E 6.00 12 R S 4x4% 04 3x5 i D F O T 3x5 C G 5x6 i 7x6 A B H I I f4Vl �N 1 P O M U N L V W K J 1 34 II 4x6 _ 3x5= 4x8 — 3x5= 44= 1.5x4 II 711 7-6-12 8-9-4 0--12 6-" Plate Offsets(X.Y)— [B:0-3-0.0-1-12).(H:0-3-0.0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.11 K-M >999 240 MT20 197/144 (Roof Snow--30.0) Lumber DOL 1.15 BC 0.58 Vert(TL) -0.27 K-M >999 180 TCDL 10.0 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.02 K n/a n/a B DL 0 0 Code IBC2009/TP12007 (Matrix) Weight:136 lb FT=1% LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E*Except* TOP CHORD A-C,G-1:2x4 SPF No.2 Installation 1 Stabilizer(s)at 15-0-0(max)oc, Except: BOT CHORD 2x4 SPF No.2 9-4-8 oc:B-D,D-E,E-F. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals. BOTCHORD Installation 1 Stabilizer(s)at 15-0-0(max)oc, Except: 9-4-8 oc:K-M. Permanent Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:K-M. WEBS 1 Row at midpt D-M,E-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation oue REACTIONS. (lb/size) P=1240/0-5-8,K=2096/0-5-8 Max Horz P=240(LC 5) Max UpliftP=-382(LC 7),K=-816(LC 8) Max Grav P=1309(LC 2),K=2096(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-1519/337,C-Q=-1309/341,D-Q=-1284/358,D-R=-949/267,E-R=-765/303, E-S=-713/301,F-S=-851/264,F-T=-332/642,G-T=-345/581,G-H=-367/498, B-P=-1244/419 �IH OF M S BOT CHORD O-U=-179/1260,N-U=-179/1260,M-N=-179/1260,L-M=-107/381,L-V=-107/381, O��F,P A S9�yG V-W=-107/381,K-W=-107/381 WEBS D-M=-708/302,F-M=-151/842,F-K=-1729/641,B-0=-38/1170,H-K=-575/640 XUEGANG (P g LIU a, NOTES- 0STRUCTURAL v�i 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever NO.4TUR left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 0 3283 2)TOLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 9G 9Fa/STEp�O �k•Q 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs sS�ONAL ECG non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'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 between the bottom chord and any other members,with BCDL=10.0psf. �im 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)K=816. Continued on page 2 March 19,2015 WARNING-Verily design peremefers end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.02/16/2015 BEFORE USE Design valid for use only with Mi connectors.This design is based only upon parameters shown,and is for an individual building component.* 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 responsibillity of the MiTek' 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 ANSI/TP11 Quality CrBedo,DSB-89 and SCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 r Job Truss Truss Type Qty Ply Lot#1-1819 Old Stage Rd 1 , 123839004 42424 T02 COMMON 9 1 Job Reference(optional) Puick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:51:13 2015 Page 2 I D:sMV8MYCLkykbn9D76T_vDPyD118-9hgagpsT4rxMYhwtdPsUOTj7 EMD3vNiAa3XbVvzZOYC NOTES- 8)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)P.This connection is for uplift only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. r r ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II.7473 rev.02/16/2015 BEFORE USE. Design volid for use only with MTek connectors.This design is based only upon parameters shown,and is for on individual building component. 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 responsibilfity,of the MiTek' 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 ANSI/TPII Quality Crtteda,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 r Job Truss Truss Type Qty Ply Lot#1-1819 Old Stage Rd • 123839005 42424 T02GE� COMMON SUPPORTED GAB 1 1 Job Reference(optional) Puick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:51:14 2015 Page 1 ID:sMVBMYCLkykOn9D76T_vDPyDl l8-duEy28t5r93DArV3A7 NjygGOjmeGev_KpjG92LzZOYB i1-0-0 15-0-0 30.0-0 �� t-0-0 15-0-0 15-0-0 1-0-0 4x4= Scale=1:65.0 K 6.00 12 J L I M AP AO H N 4x4 AO G O AR 4x4 F P 4x4 4x4 3x5 II E Q 3x5 3x5 It D R S B C T U 3x5 II 4x4 = 24 II Y X W V AN AM AL AK AJ At AH AG AF AE AD AC AB AA Z 4x4— 3x5 — 3x5 = I -4 0--12 6-M Plate Offsets(X.Y)— 17:0-2-0.0-1-121 [V:Edge 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.00 AN >999 240 MT20 197/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.26 Vert(TL) -O.00AA-AB >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.01 Z n/a n/a BCLL 0.0 ' Code IBC2009ITP12007 (Matrix) Weight:183lb FT=1% B DL 10 0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabiliier(s)at 15-0-0(max)oc. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 10-0-0 oc purlins, except OTHERS 2x4 SPF No.2 end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt K-AE,J-AG,L-AD MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-0-0. (lb)- Max Horz AN=-240(LC 5) Max Uplift All uplift 100 lb or less at joint(s)AG,AH,At,AJ,AL,AD,AC except AN=-247(LC 3),AK=-106(LC 7),AM=-310(LC 8),AB=-725(LC 1),AA=-776(LC 8), Z=-566(LC 8) Max Grav All reactions 250 lb or less atjoint(s)Al,AJ,AK,AL,AC except AN=265(LC 6),AE=297(LC 1),AG=294(LC 2),AH=266(LC 2),AM=392(LC 1), AD=300(LC 3),AB=666(LC 8),AA=1113(LC 3),Z=651(LC 3),Z=649(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD H-AP=0/269,I-AP=0/275,I-J=0/326,J-K=0/369,K-L=0/369,L-M=0/326,M-AQ=0/277, N-AQ=0/267,O-AR=-259/581,P-AR=-264/516,P-Q=-224/469 BOT CHORD AA-AB=-492/519,Z-AA=-492/519,Y-Z=-405/442 WEBS K-AE=-258/0,J-AG=-254/77,L-AD=-259/78,O-AA=-1294/973,Q-X=-251/247, �\H OF Mq S S P-Z=-299/267,O-AB=-807/1043,Q-Y=-491/478 ycy NOTES- �� XUEGANG (.P 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever Z LIU a left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 STRUCTURAL v 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry No.43283 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 A9 9F G/ P 4)Unbalanced snow loads have been considered for this design. D,c� STE 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs F`S`S�ONAL ENG non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. bI� 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). t 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads. Continued on page 2 March 19,2015 WARNING-veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II-7473 rev.03/16/2015 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. �• 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 responsibilrity of the MiTek' 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 ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 14.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,NO 63017 Job Truss Truss Type Oty Ply Lot#1-1819 Old Stage Rd 123839005 42424 T02GE COMMON SUPPORTED GAB 1 1 Job Reference(optional) uick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 1910:51:14 2015 Page 2�l ID:sMV8MYCLkykOn9D76T_vDPyDt 18-duEy28t5r93DArV3A7NjygGOjmeGev_KpjG92LzZOYB NOTES- 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 between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)AB=725,AA=776,Z=566. 12)N/A 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 14)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.024812015 BEFORE USE. Design valid for use only with fvulek connectors.This design is based only upon parameters shown,and is for on Individual building component. q Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown di is for lateral support of individual web members only.Additional temporary bracing to insure stability dudng construction is the responsibilrity of the MiTek` 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite 9300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS x-bracing,diagonal or g g,is always required. See BCSI. , 1 �� C1-2 C2a 2. Truss bracing must be designed by an engineer.For 0'/16 4 wide truss spacing,individual lateral braces themselves 0 WXZ czq may require bracing,or alternative Tor I T O ,� p brocing should be considered. = a b O 3. Never exceed the design loading shown and never � U stack materials on inadequately braced trusses. CL 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 c6-7 c5.6 H designer,erection supervisor,property owner and plates 0-'n6' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND-WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-131 1, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or specified. by text in the bracing section of the 13.Top chords must be sheathed or purlins provided at output. Use T Or I bracing spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTekOO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. � 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component SafetyI/ Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing &Bracing of Metal Plate MiTek Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.02/16/2015 I d TempParcelEdit Page 1 of 1 ` of 1Hi-ro� e6e Y YOQ ��SS9 1�/ � • _ - A Logged In As: New Parcel Thursday,May 7 2015 Frank Schlegel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 152 036 Street Number: 1825 Unit: F-77 Dev Lot: ILot 1 Road Name: OLD STAGE ROAD _ !_ T/R: I-J Sec. Road: T/R: v011age: I 02-West Barnstable • Part of M/P: 152-036 Plan Ref: PI.Bk.657 P9.63 (10-2 0-44A) Date Added: 5/7/2015 3:34:24 PM Updated: 5/7/2015 3:34:24 PM Up.date Delete Add Another- http://issql2/iiltranet/propdata/TempParcelEdit.aspx?ID=Add 5n12015 5 RoadEhgineering Page 1 of 1 GARNSTAIILE 7 "'1 �'Y 9 c pa•w(MQk.a4... �_ IaaI 1ASS, Logged In As: Thursday, May 7 2015 Frank Schlegel Road System, Applicatlon Center Road System Reports Road System Search Options Ilk Search By New Parcels by New`.ParcelRMF Map Block Lot 152 036 <Prev Next> Page 1 of 1 in Add Record Parcel Location Village 152036 1825 OLD STAGE ROAD---' Lot 1 V1l BARNSTABLE 152036001 1:815-OLD STAGE ROAD:---Lot 2 W BARNSTABLE http://issgl2/inti anet/ptopdata/RoadEngineering.agpx 5/7/2015 ParcelEdit Page 1 of 1 BAR 5T y� MASS. u.j ��,� r � QED M r•V"� MAW',i _ .. 'V,' ��\/i•��{{i`C.�.av+c. Logged In As: Thursday, May 7 2015 Frank Schlegel Pa rce Application Center Road System Reports Road System Parcel Detail Parcel ID; 15203E Sewer Acct; T R / Devel Lot: JPCL 36 Owner; 14EN.KlNS, JAMES A Co Owner: %HABITAT FOR HUMANITY OF CAPE COD INC Street; 227 PINE ST411 MAIN ST SUITE 6 City; YA.RMOUTH_PORT _ State; MA Zip; 02675 --------------- Location;. 1819 OLD STAGE ROAD _ = Vnlage: West_Barnstable E, Road Index; 1174 PH Frontage: 390 To set road,you can also enter.road Index and tab out of field. Secondary Road: -- SecIndex; ro-0-00-7 Sec Frontage: 0 —� Visions Location; 11819 OLD STAGE ROAD Last Updated: --------------- No. Bldgs: 0 Account No: 8791.E — Lot Size(acres); 11.03000459 State Class; 1300 _ Year Added: 0 —�_— Fire Dist: Deed Date: 7/29/1971 1 Deed Ref: 15 11/168 Land Value: 127700 _ Bldgs Value: JO Extra Features: --------------- Condo Complex; Bullding:r—� Unit:r—___7 http://issgl2/intranet/propdata/pledit.aspx?ID=PL 10556 5/7/2015 lL�.` ►k, G S'! ' ' 1. /0 Z O -�1 y� j ll�? BARNSTABLE, MA LEGEND C9■ .CONcRm BOUND fN0 POUND a p M. UT11l1Y.POlE ` Q ® CAM"5a51w J b LOB■ CONCRETE BOUND 1 LOCT15' IN DrwuHolt N I a45 OLD STAGE ROAD LA°YI.OtOc[N Ilia 7;. 3 KENNETH a NANCYTHIBEAULr / v DEED BOOK I 6G64 FAK 156 w I "N'152 PARCEL 35,= / I / N N w� PLAN NOT TO SCALE / m rw (9' 5CA E.1'-40' KEY MAP / n w f �gA C15cM FOR REG15TRY U5E ONLY hhj '.+ 13 yhSf0' i I CERTIFY THAT THL5 PLAN WAS PREPARED REFERENCES: C I ACCORDANCE REGULAATIIO 5 OF THE REGISTRARS OF I.)PLAN BOOK 635 PAGE 67 ,/ iy� DEEDS EFFECTIVE JANUARY 1. 197G AND MAP 152 PARCEL \ *9• AMENDED JANUARY 7, 1988.. 2.)OWNER: LOT#I - O ` DATE \/ 9h A--U,039 5P_ S+ t 3J TOTALAMA 44.0115.F.= (IA.6 A 4.) ' ZONING CLA 5(nCk ION 6 JUDY5lM1E 1 V z IEONARD t KRISTINE CIARK - 20NL RGSIDENTIAI IRPI N c1 N AQUIFER PROTECTION DISTRRT(Ar) 'DEED BOOK AR P 5-031 ,q _£0 s L RESOURCE PROTECTION OVERUY DISTRICT MPOO) AW:152 PAfI(ZT 3S003 ZG2?? p01 ® +4 MINIMUM LOT SIZE 67:120 SFF S'JT"3 0�1 Q' `ie N MINIMUM(ROMAGE 150 PEST g bA 7 \4 PRONE\'ARD SCfBAOC 30 FEET M LS '\� i 1� SLDEAND REAR YANG SETBACK 15 I= kirM,LUA BUILDING HEIGHT 30 FEET OR 25 STORIES LOT'#2 r I LC T 5W !ACTOR 22 Aro-22,773 5PS '� I ue w,ox'." � /yam: TL�fgasv /vWna6we0 .. 96 ROAD IEONARD f KlunNA ?W `I . ,7 ��LQQ D® 38821E136 N7Cro'2�s2 PAR 8 287.y0, L I �'iw.•TW wq.u1!iT�W.I 3/ 170.50 STAGC.ROAD f�T.a"os s�PPl++o p+y TOWN oP BARNfpZ(CONSERVATION). p � ^�r UAP')52 PARCEL 002. ........ .`�`w�zslac .IPr at�,saiS. T S�+M>it / / 49•> ay olum 1u✓tw r7MAA� 5HAPE FACTOR I PLAN Oe LANo ,. / LOL KI I' IN / WMT BARN5TABLE:MA55ACHU5ET7-5 'rto1At rvAe>acMruTro'z ..�m THE PURPOSE OF 7"5 PLAN IS To SUBDIVIDE �/ LOT�' AS SURVEYED AND PREPARED FOR PARCEL'9G,AS SHOWN ON PW! i�z C>Dm>Sf.a ICO-ME EQ%.G35.PAGE 67;INTO TWO LOT5.(IOTS,I 42) wOH Z2.039 HABITAT FOR HUMANITY APPROVAL UNDER THE 5UBDIVLSION CONTROL LAW Lor Pz OF CAPE.COD, INC. LS.NOT REQUIRED. rtona rvucmciD+�cTro^x 0 BARNSTAf5l.F.70NING BOARD APPEAL-5 OF APPEA 1100 0 40 80 1 20 1 xz:ns B.r.l SCALE I'=4D MARCH 9.2015. ^, DATE I •_�� -'BOTH LOTS RECEIVED WANEIM.FROM THE ZONING 0 20 40 1" 10K110FEM1STAlIE BQARDOP APPEALS FOR LOT SHAPE 1'LOT SIZE. OPWTpBAiA4110N SIJLLE 1:-12.19T MCTCRS METRIC SCALE MK i T G16 MADE BY O. c••y RECEIVED J-M. CI REILLY*.ASSOCIATES, INC. /(�/J/�.. 1573 MAIN STREET,P.O.BOX 1773 APPROVALSUBJECT UA TTOM GLCH.4(7 PERMRDECISION , BREW5TER MASSACHUSETTS 02631 DATED' PURSUANT TOMGL,CH.40ECASPY OF PhONE1(508)B9"GOI RECORDED AT THE BARPLSTABIE COUNTY REGISTRY OP DEEDS IN I BOOK_ PAGE ,WN WJOREILLYA550C.CON4 1 GJAAlobaVl ffljb¢t I619 ON St�3c R°ad 6466N.g\6466ANR:dwg BY.KPP. JMO-6466 V p✓h�i-O 2-O/ Massage , Page 1 of 4 Schlegel, Frank From: Podlesney;.Tony Sent: Thursday, May 0.7,.2015 8:31 AM To: Leedara Zola Cc: Schlegel, Frank Subject: RE: Habitat, another Barnstable Build Leedara, Sorry for the delayed reply— I was out of the office yesterday. Yes, those will be the parcel numbers. Regards, Tony From: Leedara Zola [mailto:lzola@habitatcapecod.org] Sent: Wednesday, May 06, 2015 11:50 AM To: Podlesney, Tony',Schlegel, Frank Subject: FW: Habitat, another Barnstable Build Hi Tony and Frank—huge thanks again to both of you for all your help with Habitat's odd little projects. I spoke with Frank on the phone this morning, and I believe we are almost there. The only piece Frank is looking for is more certainty on the proposed map/parcel numbers.Tony has written hat the lots will "more than likely" be assigned map/parcel numbers as copied below. 3 As I understand it, Frank can assign us street numbers based on "future" map/parcel numbers, but needs to know that these will indeed be the final numbers when the appropriate date is reached. Tony, can you provide that certainty?We realize the lots cannot actually HAVE these numbers until your assessment date (is it Jan 1 or July 17) but so long as we know the numbers that WILL be assigned,we can keep moving. Lot 1: 152/036 Lot 2: 152/036/001 Thanks for your help, Leedara I have once again signed up for the "Last Gasp"—a 62 miles Sandwich to PTown.bike ride,to support Habitat. If you have already sponsored me,THANK YOUllll If you would like to sponsor me, please go to www.capecadcharitablefunralsers.com/donate . If you are interested in riding with Team Habitat,we'd.love you to join—please give us a call (62 miles isn't as hard as it sounds)I111 Habitat for Humanity of Cape Cod:Building Homes, Hope, Lives and Community 5/7/2015 -4.6'_PR°P09ED.� 0. _F'000 o90 p � -g��'°"_"s=omooS oS�'gte•�o=2, gp V8 F �95 OUa z' fi>3 �� � ^h"66Q� 3(. � — g j 4s A8 Cs c n�s, o8�6E^F A O A- L No Grn�fZD7T1 os ' F9s� -A3 F �A Agog �� off . p ^ 0 8; 8p >a o���^ 5 n zo^ (� qA 9 e$ Z NsA�. � o�" b�� u F" �. g�a �� $0�3�'^g°Aq �� 0 -14 M f"fl G 83 mp°- i o '"� n fYn$^F 8 �'•°o° ^O F£u$ 8 A ^ o A nos. o� S o o� �o $� a o= SN �"� =g 0�N og � _ �o "� a op� nR > p R Ag a _ 8� rn rn 3 n�S �oxi ff go ~o m Deb Nfis°� _ � a ggF 3 g g �>h (1) �8 U 7 = • 8^ €r^ _ "o=Fag' R°^R5p b 8 Ro O 33 gF to OF �£ o o°0 3sgy g �3� o d �aa" n=s R `z 8s po " �k Ap z R 5 n��^""_°^ " o Fag Ai8s` " A 3� Y in Ga R� O � A g o=� i $oa FF�"�^ A.- 8^ off = o n� 9E.'°n rRS gR� gFf rn A g� 71 9 " n 9� ^> I o" g q O o� n Po ^no B ,�, =s f>.°o p�= �8 3� �,"'. 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LEGEND J' a� MA hq, CB11 CONCRETE BOUND FND FOUND :ECEIVEO �cs •w UTILITYPOLE o IB CATCH MIN 281S A98 2(1 I P I2 45 5 LCB• CONCRETE BOUND �, fND FOUND ;,_"" / i s LOCUS __..._ . .. on DRILL HOLE / COFND �$ + 1845 OID STAGE ROAD LT DEEDNBOOK 8664 PAGE 158 / \ MAP 152 PAKU 35-002 PLAN NOT TO SCALE / C°m w SCALE 1•-4a . KEY Lo�Dc co FOR REGISTRY U5E ONLY MAP // �a L, tUP129.136��;�%G '. ! y'�j1'O� 'i I CERTIFY THAT THIS PLAN WA5 PREPARED ��,' � t '• 0 IN ACCORDANCE MTM THE RULES AND REFERENCES: REGULATIONS OF THE REGISTRARS OF 1.)PLAN BOOK 635 PAGE 67 / \ DEEDS EFFECTIVE JANUARY 1. 197G AND MAP 152 PARCEL 36 \ / P°j m, \ AMENDED JANUARY 7. 1988. 2JOWNER: ` LOT#I r 1 DATE Art4-22.039 SF± l 3.)TOTAL AREA 44.811 S.F.3 O� \ P.L S. �,7 4.) ZONING CLASSIFICATION 6 JUDY5 LANE m 0 Z ZONE RESIDENTIAL.(Rf) LEONARD t KRISTW E CLAM � N �� 1� qH0 S AQUIFER PROTECTION DISTRICT(AP) DEED BOOK 9596 PAGE 231 a \� RESOURCE PROTECTION OVERLAY DISTRICT(RPOD) MAP 152 PARCEL 35-003 6227 �p ts O MINIMUM LOT SIZE 87,120 SPA y92 O N MINIMUM FRONTAGE 150 FEET y 6 I M FRONT YARD SETBACK 30 FEET a _ l SIOE AND REAP,YARD SETBACK 15 FEET MAXIMUM BUILDING 1TEIGKT 30 FEET OR 2.5 STORIES LOT#2 LOT SHAPE FACTOR 22 ` Mp=22,773 SFS LC5FNO s 398 WOODSIDE ROAD / LEONARD t KRISTINE CLARK \ OEEOM BOOK P 152 882PAR PAGE EL 8 3G / N 7 8 O!22•w 287 98 \ 1785 OLD 5TAGE ROAD TOWN Of BARNSTAB(F(CONSERVATION) UPA29.136 MAP 152 PARCEL 002 _...... i ,� SHAPE FACTOR 1 PLAN OF LAND \ IN / 10t" WE5T 5ARN5TABLE.MA55ACHU5ETTS 00TALruweTfRLf m"-2 X 100 1 THE PURPOSE OF THIS PLAN 15 TO SUBDIVIDE / 1OT AM AS SURVEYED AND PREPARED FOR PARCEL$6.AS SHOWN ON PLAN i MAW sr.c5fu X 100 2A2 BOOK 635.PAGE 67.INTO TWO LOTS(LOTS 1 t 2) %wo"° 22.0395 P. HABITAT FOR HUMANITY APPROVAL UNDER THE 5UBDIVISION CONTROL LAW 1.0192 OF CAPE COD, INC. 15 NOT REQUIRED. (TOTALPI1tD2fTH w4IM1"2. LOTAVA x 1oo 0 40 80 120 BARN5TABLE ZONING BOARD OF APPEALS 52&427 s.P. 22.7>3 s.P.x 100-zs t SCALE I•m4a MARCH 9, 2015 0 20 40 DATE 'BOTH LOTS RC•CEIVED WAIVERS FROM THE ZONING BOARD OF APPEALS FOR LOT SHAPE t LOT SUE. SCALE V-12.19Z METERS METRIC SCALP MADE(3Y J.M. O'REILLY*- ASSOCIATES, INC. APPROVAL SUBJECT TO A COMPREHEN5IVE PERMIT DECISION 1573 W5 MAIN STREET,P.O.BOX 1773 DATED PURSUANT TO MGL CH.40B.S.20-23 BRE WSTER,MASSACHU5ETT5 02631 RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS IN PHONE:(508)89G-G601 BOOK PAGE WWW.JORfJLLYA55 .COM GJAA)obsftbaatVIabltat 1619 0415tago Road 64GGW"%4GGANR dvjg 6)':KEF JMO-6466 4 i BOOK 45 t-PAGE -'w BAM57ABLE. S.• MA LEGEND CONCRETECBM ] POD BOUND *ljw FND FOUND ;ECEIVED;,N';:;:G...:_� k86 1W UTILITYPOLE 0 ® CATCH BASIN INS APR 291 P 12 4S i LCB• CONCRETE BOUND s LOCUS �, fN0 FOUND DH DRILL HOLE / `corw 1845 OLD STAGE ROAD KENNETH 4 NANCY TtABEAULT / \ DEED BOOK 18664 PAGE 158 MAP 152 PARCEL 35-002 / 1 / PLAN NOT TO SCALP / C9 FXD o SCALE 1'-4(7 corw FOR REGISTRY USE ONLY KEY MAP / � VPne-i��'E��' h�1'O• CERTIFY THAT THIS PLAN WAS PREPARED a�;'%� i. ': �g 1 IN ACCORDANCE WITH THE RULES AND REFERENCES: /d eo 0 \ REGULATION5 OF THE REGt5TRARS OF .)PLAN BOOK 635 PAGE 67 DEEDS EFFECTIVE JANUARY 1. 1976 AND MAP 152 PARCEL 36 \ / o°' m, 1 AMENDED JANUARY 7. 1988. � 2.)OWNER: ` DATE \/ LOT#i O �h Area=22.039 5F± 3.)TOTAL AREA 44.811 S.F._ Nna zJ 4.) ZONING CLASSIFICATION 6 JUDYS LANE LEONARD 4 KRISTNE CLAM SIygV�`- 20NEM(RO DEED BOOK 9596 PAGE 231 i�g n AQUIFER PROTECTION DISTRICT(AP) MAP 152 PARCEL 35-003 Z1 S O \� RESOURCE PROTECTION OVERLAY DISTRICT(RPOD) - �2g2• � � s \� MINIMUM LOT SIZE 87.120 SP bAy9g3 Q MINIMUM FRONTAGE 150 FEET y FRONT YARD SETBACK 30 FEET SIDE AND REAR YARD SETBACK 15 FEET MAXIMUM BUILDING HEIGHT 30 fEET OR 2.5 STORIES LOT#2 ; LOT SHAPE FACTOR 22 ` Y Area=22.773 SF, 398 WOODSIDE ROAD LEONARD a KRISTINE-CLARK / \ 1�.3 Im DEED MAP 115 BOOK 2PAARCEL 18 / N?8°0i 2r xr 1785 OLD STAGE ROAD TOWN Of BARNSTABLE(CONSERVATION) (4 p/ MAP 152 PARCEL002 ...... g / B4Dl'�2•e 67 03 V 1 m = / _ SHAPE FACTOR PLAN OF LAND / (fOTAt Pl'77.YtTFR LfHGTIp^2 x l� WEST BARN5TABLE.MA55ACHU5ETT5 THE PURPOSE OF THIS PLAN 6 TO SUBDIVIDE / 1OT A1°A AS SURVEYED AND PREPARED FOR PARCEL 36.AS SHOWN ON PLAN z 62O")2 5f x 100 E+OOK635.PAGE G7.INTO TWO LOTS(LOTS 142) boo„° 22•o S.P. HABITAT FOR HUMANITY APPROVAL UNDER THE SUBDIVISION CONTROL LAW LOT/2 OF CAPE COD, INC. 15 NOT REQUIRED. TrornLn mlefmw=lu^z WTAM - x 100 O 40 80 120 BARN5TABLE ZONING BOARD OF APPEAL5 52&427S.F. 2Z.773 s.P.x 100-2az SCALE 1•-4a MARCH 9. 2015 p 20 40 DATE •BOTH LOTS RECEIVED WAIVERS FROM THE ZONING BOARD Of APPEALS FOR LOT SHAPE♦LOT SIZE. SCALE 1•-12.19Z METERS MEMC SCALP MADE BY •��a•.�a• J.M. OREILLY f- ASSOCIATES, INC. APPROVAL SUBJECT'TO A COMPREHENSIVE PERMNIT DECISION 1 MAIN STREET.P.O.BOX 1773 DATED PURSUANT TO MGL CH.405.5.20-23 BREWSW5TER.MA55ACHUSETTS 02631 RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEE05 IN PHONE:(508)896-000I BOOK PAGE WWW.JOPMLLYA550C.COM GJAAA bsVlabltatVtabltat 1819 Old Stage Road CAGG%d"'64GGAN"mj 8Y:KEP JMO-6466 o SMOKE DETECT O REVIEWED BARNSTABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING r. o — C0 In- 111HIll Li Li Li 1J'f m 18'-0" 18'-0" FRONT ELEVATION 1/4" = 1 ' PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: West Barnstable 118"= 1'ORNOTED DAVIDFALTEN ON: 1825 Old Stage Road DATE PRINTED: SHEET# r 0410212015 E TTTTTT 8'-5" 5'-0" 22'-7" REAR ELEVATION 11111 III fill I I Fr 6'-0" 24'0" -6'-4" 6'-4" 30'-0" RIGHT ELEVATION LEFT ELEVATION PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY.• West Barnstable 1/8"= l'ORNOTED DAVIDFALTEN ON: DATE PRINTED: SHEET# 2 1825 Old Stage Road 0410212015 WINDOW SCHEDULE 36'-0" NUMBER QTY CODE MANUFACTURER COMMENTS W01 7 244DH2449 ANDERSEN U.30 S.29 7'-10" 8'-9 3/4" 4'-8 1/4" 10'-3" 4'-5" W02 1 A21 ANDERSEN U.28 S.31 0 04 WO W03 2 AN41 ANDERSEN U.28 S.31 W04 1 CN235 ANDERSEN U.28 S.31 DOOR SCHEDULE 4'-6 1/2" 5'-4" 8' 10 1/2" NUMBER QTY WIDTH 1HEIGHTICODE lCOMMENTS 13'-8" 2'-1" J' D01 1 32 " 80 " IS210 1-1.16 CP D02 1 36 " 801, IS262 1-1.28 CO D03 1 36 " 80 IS296 JU.17 io 0o N CV 03 Bedroom w 160 sq ft o 32" \ 0 lk in CY) in 11'-7 1/2" 9'-0" 15'-4 1/2" 7'-7 1/4"� 21068 4-0 4'-0 X 8'-0 DO o WOOD STOOP r o 10o r N D N m co co m co Ch O rn O I CM - N CD O 00 m 0 0 V-7" I, -ZE7'jl 0" N 3'-7"— I 7'-6 1/2" 14'-2 1/2" EO 22'X30"SCt� b ) LIV14g9 sq fthen l T468 5 6 0 in 21068 S r Cl) N CD CD 2'-3 1/2" `0 5'-0" 7'-5" 2'-1" C) 03 N 03 M Bedroom 00 N WO 0 d1 CD 165 Sq ft C w 2'-0" 5'-7" 6'-10" 3'-7" - 0 Porch 108 sq ft NON STRUCTURAL POST O CONTINUOUS STEP QE 18'-0" 36'-0" PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD FIRST FLOOR PLAN IN: SCALE: DRAWN BY. West Banstable 1/8"= l'ORNOTED DAV/D FAL-TEN ON: DATE PRINTED: SHEET# 3 1825 Old Stage Road 0410212015 I DROP BULKHEAD TOP 8" 36'-0" 7'-10" 14'-9" I I 5'-0" I 8'-5" L - -� BASE WIN I CP I I ZI z w \, 8"X 7'9"CONC. FND. U) 8"X 16" RIBBON FTG. m cwn " 2'-6"X 2'6"X 1'-0"COL. FTG. m 3.5" LALLY COLUMNS 3.5" BASE FLOOR 4 BASE WINDOWS I I O a 1 V-7 1/2" 9'-0" 15'-4 1/2" I co l a l S I I T (combo) N 3.5"X 9.5"VERSA-LAM GIRT I — UP , 9.5 AJS 140 1 JOIST SEE ENG. PLANE . y. V CO o I 4"X8"GIRT POCKET 4"X8"GIRT POCKET i a 9'-0" 9'-0" 9'-0" 9'-0" l o 0 °> I I , @. I - - - 10"SONO TUBS MIN.48" BELOW GRADE m I I q SET ON UNDISTURBED SOIL o I I I I TOP HEIGHT SET IN FIELD 9 5'-10"— 5'-10" BASE WIN �- - - - - -- - -- - - - - - - -� — — o p o. o L- - - -- - -- - - - - - - - -� 9'-0" 9'-01, 18'-0" r� 36'-0" PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: 1�4 _ West Barnstable 118"= I'ORNOTED DAVIDFALTEN ON: DATE PRINTED: SHEET# 1825 Old Stage Road 0410212015 6"DECKING 3/4 FACE DRIP EDGE 2X8 PT TIES 17 3/4" 5/8" PLY SHEATHING ASPHALT SINGLES 1"FREEZE BLOCKS 2X8 PT FELT UNDER 6 IN 12 PITCH ° RAFTER TIES ' TRUSSES(SEE TRUSS PLAN) 5/8 ANCHOR BOLT 3/8"STONE v p'> o p TRUSSES 10"SONO TUBE SUPPORTED ON MIN 48"BELOW GRADE OUTSIDE WALL ° 1X8FASCIA nnnn nnn nnnN,rNnnnn 5'-0" 1X6 SOFFIT 22" R-60 BLOWN IN FORMALDEHYDE FREE FIBERGLASS GUTTER FREEZE o0 D zxiz zxiz 1X3 STRAPPING 16"0C 2/2X6 TOP PLATE 2/2X12 HEADER INS. BETWEEN 1/2"DRYWALL 1/2" DRYWALL 2X6X92 5/8"STUDS 16"Oc 1/2"SHEATHING PORCH DECK DETAIL T° WHITE CEDAR SIDING 7 1/2" = 1' FELT UNDER W.C. `o 00 cp 2X6 PT SILL R-10 RIGID INS PLUS 3/4"SUBFLOOR R13 FRICTION FIT BATTS =WALLS @ R23 FINISH FLOOR 2X6 PLATE 1111111111111111111 MUM9.5" 1 JOIST R-30 INSUALTION 3/4"SUBFLOOR 2x8 PT is°oC 9.5"I JOIST 16"OC 2X6 PT SILL 3.5"X9.5 VERSA-LAM GIRT 5/8"AB 3.5"LALLY COLUMN DAMPROOF �- 8"X7'=9" FND a' 30"X30"X12"COL. PAD 8"X16" FTG r 3.5"CONC. FLOOR I 5'-0" I CROSS SECTION DETAIL 1/4 " = if � PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: West Barnstable 1/8"= 1'ORNOTED DAVIDFALTEN ON: DATE PRINTED: SHEET# 5 1825 Old Stage Road 0410212015 - - BARNSTABLE GENERAL NOTES : 501L TEST LOGS : 5Y5TEM DE51GN CALCULATIONS : �,a MA ' A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM TEST HOLE I : EL=57.0± SEWAGE DESIGN FLOW: r�'° SF F UNLE55 H-20 COMPONENTS ARE USED. DEPTH FROM SOIL SOIL SOIL SOIL OTHER 2 BEDROOM DWELLING @ i I 0 GPD = 220 GPD SURFACE HORIZON TEXTURE COLOR MOTTLING LEACHING CAPACITY REQUIRED: 15.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- (INCHES) (USDA) (MUN5ELL) BEDROOMS (MAX.) @ 110 GPD = 220 GPD REQUIRED LE55 CONSTRUCTED AS SHOWN, ANY CHANGES SHALL BE APPROVED IN WRITING. 0-6" O A LOAMY SAND I CYR NONE DEED RESTRICTION WILL BE REQUIRED ��,�•�, ' 6-25" LOAM FINE SAND I CYR NONE C.) CONTRACTOR 5 1r HALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SEPTIC TANK CAPACITY REQUIRED: UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK 25-1 2 1" C I LOAMY FINE SAND I CYR NONE ITIGHT IN PLACE. PE?'C 70" DAILY FLOW = 220 GPD @ 20097b = 440 GAL, REQUIRED TEST HOLE 2; EL=57,0± SEPTIC TANK CAPACITY PROVIDED: 'A Focus to CON 5TRU CT I O N NOTES : DEPTH FROM 501L 501L 501L SOIL OTHER 1 500 GALLON SEPTIC TANK(MIN. LLOWED) -� SURFACE HORIZON TEXTURE COLOR MOTTLING (INCHES) (USDA) (MUN5ELL) LEACHING CAPACITY PROVIDED, I ,) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE 0-6" O A LOAMY SAND I OY N NE (ONE 25' 12.8 20' LEACHING CHAMBER CAN LEACH: Vt=[(25 X 12.83) + (25 X 2.0)2 + (12.83 X 2.0)21 X 0,56 GPD/5F=264.36 GPD A TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH EXCEPT FOR G-25" B LOAMY FINE SAND I OYR NONE 264 GPD 220 GPD REQUIRED any THOSE REQUIREMENTS WAIVED BY THE ZONING BOARD OF APPEALS. -1 2 1" C I LOAMY EINE SAND I CYR NONE TIGHT IN PLACE EKC7 " NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN, i 2.) SEPTIC TANK(S), GREASE TRAP(5), D051NG CHAMBER(S)AND DISTRIBUTION _ NOTE: 125 WELL SETBACK GRANTED 5Y THE ZONING BOARD O� APPEALS TEST HOLE 3; EL=57.0± INSTALL: BOX(E5)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY N� E(1) - 1 500 GALLON SEPTIC TANK A5 PART OF THE 405 COMPREHEN5IVE PERMIT APPROVAL 4� COMPACTED, OR ON A G INCH CRUSHED STONE BASE, DEPTH FROM 501E 501E COIL 501E OTHER SURFACE HORIZON TEXTURE COLOR MOTTLING ONE (1) - 3 OUTLET DISTRIBUTION BOX(H-20 Rated) (INCHES) (USDA) (MUN5ELL) TWO (2)- 500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALL AROUND 3•)SEPTIC TANK(5) SHALL MEET ASTM STANDARD C 1 1 27-93 AND SHALL HAVE FIVE (5) -COVERS AND RISERS BUILT UP AS SHOWN ON THE FLOW PROFILE - AT LEAST THREE 20" DIAMETER MANHOLES, THE MINIMUM DEPTH FROM THE BOT- 0-6" A LOAMY AND I OYR NONE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48 G-32" LOAMY FINE SAND I OY NONE NOT TO SCALE 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" 32-132" C I LOAMY FINE SAND I OYR NONE TIGHT IN PLA PROPOSED DWELLING LOT#I PROPOSED DRIVEWAY LOT#I ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE TEST HOLE 4: EL=57,0± LEG E N D CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE, DEPTH FROM SOIL SOIL SOIL SOIL OTHER 5,) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST SURFACE HORIZON TEXTURE COLOR MOTTLING - 32 EXISTING CONTOUR (INCHES) (USDA) (MUN5ELL) CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"OF 6"0- A LOAMY SAND ICY NONE "32 PROPOSED CONTOUR `` FINISH GRADE, OR A5 APPROVED BY THE LOCAL BOARD OF HEALTH AGENT, / 2`�>x 8 58x6 X X 12.34 EXISTING SPOT GRADE G.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL 6-32" LOAMY INE SAN CYR NONE x 59,1 32-132" C I LOAM FINE SANDI CYR NONE TIGHT IN PLACE `� ` ' / O 24x5 PROPOSED SPOT GRADE BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED)SHALL BE DATE OF TESTING: 1 1/25/14 58x6 O -`- w- WATER SERVICE LINE PERCOLATION RATE; 15 MIN/INCH IN "C2" LAYERS; 5 � OVERHEAD UTILITY SERVICE 4 DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT• LINE SHALL BE CAPPED WITNE55ED BY: KEITH E. FERNANDES, PE, J,M, OREILLY 4 ASSOCIATES, INC, cn I / pRQ' b \ ---U- UNDERGROUND UTILITY SERVICE AT END OR A5 NOTED, DONNA MIORANDI,AGENT, BARNSTABLE HEALTH DEPARTMENT �^ i I' 6' pOM O 8,) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST NO WATER ENCOUNTERED 6 U DY S LANE __ g3 q P � oR 4 n 6'O - TP GAS SERVICE LINE 2' BEFORE PITCHING TO 501L ABSORPTION SYSTEM. WATER TEST DISTRIBUTION USE A LOADING RATE OF 0,56 � --- '- "I+G pj/�LUN x q 57,9 �..- TEST HOLE/ BORING LOCATION BOX TO ASSURE EVEN DISTRIBUTION, VACANT ,. Certification: x 54,e ti kF rtOF= 23 ST SEPTIC TANK 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW 2�2 p DB DISTRIBUTION BOX THE OUTLET INVERT. I certifythat on 10/24/05 I (Keith E.Fernandes passed the examination �x QO PROPOSED )p - --- SAS SOIL ABSORPTION SYSTEM approved b the Department of Environmental Protection and that the above PROPOSED -- - -- . .__ - k PLO 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T OF 314'TO pp y p I G,,3- u�„, ..s 58x�' - ^� analysis was performed by me consistent with the required training,expertise HED � � s WELL Reserve RESERVED FOR TUTU RE 1-1/2 DOUBLE WASHED STONE FREE OF IRON, PINES AND DUST AND 5HALL BE x 54.,P I and experience described in 310 CNM 15.017.; I / gx6 ""� UTILITY POLE INSTALLED BELOW THE CROWN OP THE DISTRIBUTION LINE TO THE BOTTOM OF THE 5 SOIL ABSORPTION SYSTEM, BASE AGGREGATE SHALL BE COVERED WITH A 2" x,59, S�,r � (� ED CATCH BASIN LAYER OF 1/8"TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. .�boil ( 3/S`x __ A cPN �� FIRE HYDRANT 1 1.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; NAME DATE: 7 �k WELL S WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, tp d r ® DRAINAGE MANHOLE TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE D05ED, x 55,0 2.)BOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF x 55,2 2� x 5 1 1 CONCRETE BOUND, FOUND CLEAN MEDIUM SAND (EXCLUDING TOPSOIL), PROPOSED 501E REMOVAL , B ZCo x 58S ., / TOP OF BANK (SEE NOTE#I G) �.�3, °` 13,) FINISH GRADE SHALL BE A MAXIMUM OF 36"OVER THE TOP OF ALL SYSTEM / x - 59 x LIMIT OF WORK COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER rn#1&2 N . LEACHING FENCE AND 501L ABSORPTION SYSTEM, SEPTIC TANKS SHALL HAVE A MINIMUM COVER ;, DB 5 v„ § x 59,2 6� l / CATCH BA51N r� ^- EDGE OF CLEARING OF 9", x 55,6 ',"J �� �' �',�'� ,,��� " � ��` ; � � LEACHING PIT 14,) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL PROPOSED SEPTIC x 58,6 'cs RECEIPT OF A CERTIFICATE OF COMPLIANCE,THE PERIMETER OF THE 501E ABSORP- 5TCNE " d SYSTEM LOT#I �k x 57,9 \ 58 --� q TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH .. TP#3&4 AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. 15,)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION �, 'Ii T (CHAM ER °� x 56.5 BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- k N �t ` ` x 8,7 QUIRES A VARIANCE) AND MAY REQUIRE SUCH PER50N TO CERTIFY IN WRITING x THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE 576 �*� 6k �r PROP,©5E / ©g , .tII I '� Y 13 rrt �- �� / PERMIT AND APPROVED PLANS, 48 HOURS ADVANCE NOTICE 15 REQUESTED. � " � " �x•a� � � ° '� " +L;�r�� . �� x 57.7 X� � 58 DRIV�WA,( � ; "K G.) OWNER/CONTRACTOR SHALL REVIEW HOUSE* DRIVEWAY LOCATION, GRADING, 58 7 AND DRIVEWAY MATERIAL PRIOR TO EXCAVATION, �� r8x2 x 5, 5, 17.) CONTRACTOR SHALL VERIFY BUILDING SETBACKS, BUILDING HEIGHT, AND BUILDING C� q� 58 P 58x2 x $6.9 x 57, COVERAGE; COMPLIANCE WITH ZONING SETBACKS IS NOT EXPRESSED OR IMPLIED HEREON• 4 8S 8,5 4 ��Q �O •, x 57 d • ' CONTRACTOR SHALL NOT DISTURB �L 0EXISTING SIDEWALK. DRIVEWAY SMALL BE 25' �� �\Ox 57J / 58,3 x 57.3 2I. � O x 57,8 9 �:8,7 i y PAVED UP TO EXISTING SIDEWALK X 58,4 X se,� 9 "5" 5""S' r 1bp h w k"�' / SAS DETAI L: W D LLiNG \ NOT TO SCALE x 5e!1 ftft o x 0 13 l ,2'± 56.8 58x2 \ 1 X 58 RBSERVB Tp �c2 58x2 PROPOSED x 55,9 BENCHMARK: �"....... 'IYl I 5,5 7,1 \ v Top of Land Court Bound "��..� �.- 56,10 ' WELL 2 y,'7'= EL=58,2± (Assumed datum) x 59,6 59.2 x 59.6 \ GJr° l <V I LOT #2 7, PROPOSED Area=22,773 SF± 59,2 ` \ 8 7,58 SHED �6" x 55,� 1 x 54,6 � � •,,..,.-- FLOOR PLAN Sa NOT TO SCALE UP#29-1 36 9,4 x 515 x 58,8" ' . •• "� 58,4 , .5. 9 59,7 BED LIVING op � ` BATH DINING 1 785 OLD STAGE LOAD BED KITCHEN VACANT y FLOW PROF I LE: NOT To SCALE 5 COVERS TOTALI 24" DIAMETER CONCRETE COVERS PROPOSED RA15ED TO WITHIN G"OF FINISH TOP OF FOUNDATION GRADE (OR AS NOTED) r.;;•.. EL=59,0± (SEE NOTE#5) Proposed EL-57,5± Pro o5ed EL=57.2± Proposed EL=57,2± �( F 35" Propo5ed +I 55,8+ (9" Min - 3G" Max) 54.3± HABITAT FOR HUMANITY OF CAPE COD, INC. J� 2" LAYER OF 1/8"- 1/2"STONE OR FILTER FABRIC THE LAYOUT AND DIMENSIONS OF THE 55.0± 54.60 IO 14 1 54• 5 7 3/4 - 1-1/2 STONE % % PROPOSED DWELLING HAVE BEEN TAKEN 41 1 Main Street, 5ulte G, Yarmouthport, MA 02G75 5s,55 " ;'� ,.OF. , TAKEN FROM THE PLAN DATED 2 26 2015, 3" � 5 .0 - 18 N � � F1�H OF�A_5���� / / 4 C T ?�� p`c� PREPARED BY DAVI D F. ALTEN 2 DROP ��, c`� LOT#2 - 51TE SEWAGE D15P05AL SYSTEM PLANS GAS BAFFLE 51,55 INSPECTION NOTE: �;`, �� o �EITH E. �n� JENKINS PROPERTY - 18 19 OLD STAGE ROAD, BARNSTABLE, MA es M. r'i � s R=�s1DES K' a USE(2)5HOREY PRECAST PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM S O'F ILLY 0 � , . J.M.500 GALLON LEACH CHAMBERS 5.5± NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS, `" r~' �°a R J TEILLY & ASSOCIATES INC. Longest Run WITH 4'OF STONE AROUND 0. aa72 ` • .a ti �< Professional Engineering & an I ± �---14± 15± � _; �sr 0 20 40 GO Surveying 1500 GALLON (END VIEW) � a;,,•c�G�t �' . "�o� �' rm��,� Land Services DB-3 EL=46± BOTTOM OF TEST PIT#3 � SEPTIC TANK D-80X LEACHING; CHAMBER 25'x 12.83'x 2.0' 1673 Main Street .- Route aA SCALE I -20 P.O. Bog 1773 FM--2 (508)898-8801 Office Brewster, MA 02631 (508)896-8802 Fag 0 DATE; SCALE; BY: CHECK: JOB NUMBER: G:\AAJobs\Habitat\Habitat 181.9 OId Stage Road 6466\dwg\G4GG5itetSd5(both lots).dwg 3/9/20 1 5 A5 Noted KEF JMO JMO-G4GG