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0044 POINT OF PINES AVENUE
:, , ,. �. ;�. K� 1 � h e ` - � c � � ... c» '�r \ . v. � �, p � _ .,.� _ ti .,'' ,,. .. .t� ......... .:::.� ,f �, ry o �� ` .: , � _ ,'�' - c� f . .. 'e! �� _ - .� � _ '... ;' `{ - ii { � - � .. ,. �. ,�� c � �� i ,. -.. ,: � <:� ,I _.... - .. #! � - .,� - �,-I 1I .. ,� it - - �I, .. �. '� # .. _ .. _ ,..ter_: _ Town of Barnstable Building .r++».wn�aw..c+.+P".}Xr+...rlero3S.-*"*.Ae'. Pos N le From he Street Approved:Plans,Must be Retained on Job and this Card Must be Kept t This Card So That it i s Visib yy n fur n ro i J u'rt t`r,. a x -`:€ , M" Posted Until Final Inspection Has-Been Made 039. _.. - _ e. -. -, . s w y Permit Where a Certificate of Occupancy is Required,such'B�uilding shall Not beOccupied'uritil a Final nspection has;been.made Permit NO. 9-18-494 Applicant Name: Approvals Date Issued: 03/01/2018 Current Use: Structure Permit Type: Building-Shed-Residential--200 sf and under Expiration Date: 09/01/2018 Foundation: Location: 44 POINT OF PINES AVENUE,CENTERVILLE Map/Lot: 210-104-002 Zoning District: RD-1 Sheathing: Owner on Record: KULHAWIK,EDWARD V JR&SHEPARD- Contractor Name* Framing: 1 Address: 44 POINT OF PINES AVENUE �� Contractor License 2 " Est Pro ect Cost: $0.00 - v. CENTERVILLE, MA 02632 :S Chimney: Description: 1O X12 SHED t: Permit Fee: $35.00 i Insulation I Fee Paid: $35.00 Project Review Req: Date 3/1/2018 Final: y- Plumbing/Gas Rough Plumbing: Building Official ' Final Plumbing: This.permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after„issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the�approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures,shall be in compliance with the local zoning by laws and codes. Final 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. ,x� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided orithis permit. Service: Minimum of Five Cell Inspections Required for All Construction Work: _- y 1.Foundation or Footing s� -y Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed.until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). . Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ; ., 'Town of Barnstable Building Department Services . Brian Florence,CBO • RAWMnsIX • Building Commissioner16, 16iN�� 200 Main Street, Hyannis,MA 02601 . www.town.barnstable.ma.us : Office: 508-8624038 -� �i�'�C►iJ Fax: 5vtS 790-6230 PERMIT# FEE. $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less _ 0 at. . .. G' Location of shed(address) Village ' b 3 Property owner's name,' Telephone number - �l l Size of Shed Map/Parcel# E-Mail : . U Sign a a Date Hyannis Main Street.Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? _ .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 REVM/6/17 . COMMONWEALTH OP MASSACHUSETTS (L9561(S-11 PERMITIpz JUN 08 2015 SHEET METAL PERMIT TOWN OF BARNSTABLE Date: lU/�/I Permit 70 Estimated Job Cost: $ 1 o,Doo'00 Permit Fee: $ 33,00 Plans Submitted: YES NO Plans Reviewed: YES_ NO_ Business License#: �. Applicant License# 1 Business Information: Property Owner-Job Location Information Name: T-Q q G �5,ZNC Name: U 611I 7�1 to vx CX?r�S Street: 110. ('a r-e e d() kill Street: L4 V i-y t- � f ,- ` 5 City/Town: �'Y1 I- ,, � City/Town: C P'r y I �� Telephone: 827— Telephone: -7:7 y— g No` 5z�3 Photo I.D.Required-Copy of Photo I.D.Attached:, YES NO. Staff Initial J-1/ l Unrestricted License J-2/lid-2 - Restricted to Dwellings 3-Stories or less and Commercial up to 10, 000 sq. ft. -2- Stories or less Residential: 1-2 Family Multi-family Condo-Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: Under 10,000 sq.ft.X Over 10,000 sq.ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC_ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: 11 CL_VV3 - 11 (�� �C�k -ro Cgs ;7i (ej fu (rccc e w(' t�i 31579-n IVC To SPrvi ce W, io/e koU5 e W�` h V cutin anj Coo /r : 2 2011e.5 OVER INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.CH..112 YES NO ❑ If you have checked YES,indicate the type of coverage by checking the appropriate box below: A Liability Insurance Policy- Other type of Indemnity❑ 'Bond❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only: Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this bo><[�, I hereby certify that all of the details and information I have submitted (or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. DUCT INSPECTION REQUIRED PRIOR TO INSULATION INSTALLATION: YES ❑ NO PROGRESS INSPECTIONS DATE COMMENTS FINAL INSPECTION DATE COMMENTS TYPE OF LICENSE: Master ❑ Master-Restricted B ` ❑ Journeyperson Title ❑ Journeyperson-Restricted City/Town_ ❑ Permit# Fee: $ Inspector Signature of Permit Approval SiAwirre o Licensee License Number Town f Barnstable Regulatory Serv"ces - YKA RI: Thomas F.Geiler;Director w Budding Division Tom:Nrry;:Buiiln w Commissroner: 200 Ivfain Street,Hyannis, i 02601, www.town.barnstab1 ma.us f Office; 508=862403 Fax 508-790-423:0 Property Owner must CompIete and Sign Thus Seettoh. If Using A.:Builder We Ifi-n�to-)i ;as Owner of the Subject ro �. ... P PAY x �r� 4 hereb. authontze:. q �fds /�C .�P o,act.:on my.behalf, in allattersrelatr?e.to wo&authonzed..`bp this building permit (Address of Job): Pool fences and alarms are the responsibility of the applicant;,Pools; are.not to:be filled before fence is installed and-pools are not:to be utilized:until all final inspections are performed:and accepted. :SipatuU of.0kner. Sipature.ofApplicant We/tin 6h (09r�e5 le e)rq a Pnnt:.Natri Pz nt_Name �- a �s Date _ R Q FOR1vfS:OVVNFRPERM[SWINPOO S i t T#e Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www,mass gov/dia Workers' Compensation'Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A M licant Information Please Print Legibly Name(Business/Organi.zation/kWividuall): 1ca Q r®5• �i�/� Address: 1 t''P e d c5 h 1S City/State/Zip: HYq 6 o� . C� � Phone#: `� Are y u an employer?theck�nt:appropriate box: 1. am a employer with 4. ❑ I am a general contractor and 1 Type of project(required): 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 subcontractors have g• ❑Demolition working for me in any capacity, employees and have workers' n [No workers'comp.insurance comp.insurances 9 ❑Building addition required.] 5. ❑ We are a corporation and its 10-❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I-❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 1211 Roof repairs insurance required.]t C. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that cheers box it l must also fill out the section below showing their workers'compensation policy information. 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 scot those entities have employees. If;he sub-contractors have employees,they must provide their workers'comp-Policy li number. I am an employer that is providing,workers'compensation insurance for my employees. Below is the policy and job site information. Li / e v� (./�(/ I Insurance Company Name: C,1 Policy#.or Self-ins.Lic,M Expiration Date: Job Site Address: City/State/Zip: 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 o€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 violaior. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance.c v . ge ification. . X do hereby certify under 1l: alti of perjury that the information provided ab ve is true and correct _one#: 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 Realth 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector b.Other Contact Person• Phone#: r I CERTIFICATE" OF LIABILITY INSURANCE DATE(MMMO)YYYY) F04/0/nis 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(les) 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: JAMS,R HINDMAN SCHLEGEL INSURANCE BROKERS INC A/CN. .Ext6 508-771-8381 Ne)b08-771-0663 34 MAIN STREET it MAli. ADOREss: SCHLEGELINSURANCE@GMAIL.COM WEST YARMOUTH, MA 02673 INSURER(S)AFFORDING COVERAGE NAICB INSURERA;NGM INSURANCE CMOMPANY 1478E INSURED Braga Bros Inc INSURER a:LIBERTY MUTUAL ; . INSURER C> 110 BREEDS HILL ROAD i INSURER D.: UNIT 5 INSURERE: - HYANNIS MA 02061 INSURERF: 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 I,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 - AUUL 41.113H I - .POLICY EFF POLICY FJ(P LTR TYPE OF INSURANCE INSR INVD. POLICY NUMBER (MMIDOIYYYYI (POLICY EXP) LIMITS A GENERAL LIABILITY MP0343.9T I 02/17/201502/17/2016.EACH OCCURRENCE S 2,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) _ S 5.00P000 CLAIMS-MADE Fx_1 OCCUR M (An ED UP y one person) S 10,000 I PERSONAL B ADV INJURY s 2,000,006 GENERAL AGGREGATE S 4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 4,000/006 POLICY PRO- JECT El LOC 5 AUTOMOBILE LIABILITY - r COMBINRTMRMTTMIT- (Ea.accident) S ANY AUTO - I - BODILY INJURY(Per person) S ALL OWNED SCHEDULED I AUTOS AUTOS BODILY INJURY(Per accident) S NON-OWNED I PROPERTYD S HIRED AUTOS AUTOS 1 (Per accident) S UMBRELLA LIAR i - ' OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE AGGREGATE S DED RETENTION S S _ B WORKERS COMPENSATION, WC5-315-376462-024 06/14/201406/14/2015 CS A. DER AND EMPLOYERS'LIABILITY YIN _TORY LIMITS. ER ANY PROPRIETORIPARTNERIEXECUTIVE. E. EACH ACCIDENT S 100�000 OFFICER/MEMBER kXCLUDED? X❑ NIA - - - - :Mandatoryln.NH) E.L.DISEASE-FA EMPLOYEE .S 1004000 If yes,describe under - - DESCRIPTION.OF OPERATIONS below _ E.L.DISEASE-POLICY LIMIT $ 5OO,OOO . I I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101.Additional Rol arks Schedule,i1 more space is required) ALEX BRAGA HAS ELECTED NOT TO BE COVERED UNDER HIS CURRENT WORKERS COMPENSATION POLICY i i CERTIFICATE HOLDER ` CANCELLATION TOWN OF BARNSTABLE BUILDING'DEPARTMENT - SHOULD ANY OF THE.ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOO MAIN STREET I ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS MA 02601 AUTHORIZED REPRESENTATIV - EMAILED i 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/06) The ACORD name and logo are registered marks A RD i Please visit our web site at http://www.mass.gov Please visit our web .site at http://Www.ma! ALEX B BRAGA ALEX B BRAGA (SM) BRAGA BROS INC (SI 2 MOUNTWOOD RD 2 MOUNTWOOD RD MARSTONS MILLS MA 02648-2111 MARSTONS MILLS MA `02648 Fold,Then Detach Along All Perforations ��� �� ,��� ,�, .��•� .• ¢-� Fold,Then Detach Along All Perforations � �AA0�IIL`� 9O,F ► 51115 �'� �� r .> ®MONW �LTH aOF f� S � �5� �'+` .; �1 .r•..s "?fj€^' p� 7.?.e•"^RS-++T> u � �.�� �.S H E,,< ��M�C�T,�A L �O,R E �` �� ,�� �� '���,F�.�� � `� �S HsE�E��•� E T A L W`�R�K�E�'RS ��r A S.:T :RAE: WN �f�R�:E:._rf T�.`;:r Ei:s:D,� li I•.:;$ � m�� � � -•' ��, : >:`o�.�5(»�a.7.Y:.�.e•f`:•�}a"="'�"�:�fl•.'-•�-',•:-^*G.,!•� - oQc 3 s B�B,R�AGA u rggx �4 a�- ky ,$a �W:a• c s :K g" n[ {&S F r y`,� ii $• AGABRO 4 �+g'° r:y � 1 .�� 4#`FNd •7, ' 3 .. 'nv1Rs3. g ,} T+. y45�..,i,.,`.•,.,�'a •.�1. ` t N-fit f t' 'tit - S• W �f' 2MOUPJt00bRD �z ,s� s�a•� ;�� 'cr � 2MOUN UODRD a Wes. ; �.' ?�„ G s'?, `&a ,.i,,,�,-�.,-Y r• '. '... ,, t chi_,,,:+..� �R"�+u: ., .:,.,�ssrsg •a "ram„- ' .ys y�`� 1�� e �'�C rs„. '��1- ��i"' z,,,.,'�.�..�•�,r�C' rf' d�{�-".�•'�{, n'�"�"�." Yr, d,�^,�� ..:� .,+�lc -�'� tb"-':H^j �,. n J-x? ;'3� ����,��.; ✓;i —.,i :�.,..'=Y�a .''z�,'�',�„k�-�a�: ,':::� 'i� x 3a.. :-1.: _ } r '� '�x_ h'�i -'1:+:<:;- ;i.; ^i' � t•::z�::xx�'F-s'�:..r '�.--- •..,,r.:."'�%'+,.��.� � +-� '.s�;i '�+^.'s,. �a>;•:..:7.;.:�':�:s?::. �c�K� :�� - r :'a"�''" (vxe���r''��� �s��'st � s '..�.;,...$ .�� ..0�'�''s�MV.`r�y� �": ag3�"G•�1„�`� Rai�r L�34 r2��'�`n:: �'�-�,,� e*- �1'4 �4 } 3 - _ � - - 44a 08e Ar t��� ��E�♦Ory d NUM,�El2 �J� � E��� _ t� Ruble �1ti2A M0UN7W00D ROArD�s�� a INAIS.T,OFiS MILL'S!''MA'02'8 2111�.._ J _ f� �_ Page 1 Residential Heat Loss and Heat Gain Calculation 6/2/2015 In accordance with ACCA Manual J Report Prepared By: Braga Bros. Plumbing&Heating Air Conditioning For. Wellington Soares 44 Point of pines ave. centerville,MA 02632 Design Conditions: Cape Cod Indoor. Outdoor. Summer temperature: 65 Summer temperature: 105 Winter temperature: 80 Winter temperature: -25 Relative humidity: 55 Summer grains of moisture: 100 Daily temperature range: High Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 2,575 sq.ft. 29,460 10,606 39,966 78,162 (3.5 tons) M Bed Zone 10,906 2,217 13,123 27,832 All Rooms 1,350 sq.ft. 10,906 2,217 13,123 27,832 Infiltration 1,435 2,217 3,652 6,591 -Tightness:Avg.;Winter ACH: .7;Summer ACH: .4 Duct 519 0 519 2,530 -Supply above 120; Exposed to outdoor ambient; R-8 Floor 1,350 sq.ft. 0 0 0 0 -Over conditioned space N Wall 589.4 sq.ft. 1,365 0 1,365 3,713 -Wood frame,with sheathing,siding or brick; R-19 5 1/2 in.;none Window 11.3 sq.ft. - 350 0 350 654 -Double pane;Wood frame;Clear glass -No inside shading;Coating: None(clear glass); No outside shading. Window(2) 11.3 sq.ft. 350 0 350 654 -Double pane;Wood frame;Clear glass -No inside shading;Coating:None(clear glass); No outside shading. E Wall 261 sq.ft. 604 0 604 1,644 -Wood frame,with sheathing,siding or brick; R-19 5 1/2 in.;none Page 2 Wellington Soares 6/2/2015 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Window 9 sq.ft. 720 0 720 521 -Double pane;Wood frame; Clear glass -No inside shading;Coating: None(clear glass); No outside shading. S Wall 600.7 sq.ft. 1,391 0 1,391 3,784 -Wood frame,with sheathing,siding or brick; R-19 5 1/2 in.;none Window 11.3 sq.ft. 520 0 520 654 -Double pane;Wood frame;Clear glass -No inside shading;Coating:None(clear glass); No outside shading. W Wall 270 sq.ft. 625 0 625 1,701 -Wood frame,with sheathing,siding or brick; R-19 5 1/2 in.;none Ceiling 1,350 sq.ft. 3,027 0 3,027 5,386_ -Under ventilated attic; R-26(7.5 inch);Dark Main floor 18,486 8,183 26,669 50,016 All Rooms 1,225 sq.ft. 18,486 8,183 26,669 50,016 Infiltration 5,295 8,183 13,478 24,323 -Tightness:Avg.;Winter ACH: .7; Summer ACH: .4 Duct 880 0 880 4,547 -Supply above 120;Exposed to outdoor ambient; R-8 Floor 1,225 sq.ft. 0 0 0 0 -Over conditioned space N Wall 248.2 sq.ft. 575 0 575 1,564 -Wood frame,with sheathing, siding or brick; R-19 5 1/2 in.;none Window 11.3 sq.ft. 350 0 350 654 -Double pane;Wood frame;Clear glass -No inside shading;Coating: None(clear glass); No outside shading. Window(2) 13.5 sq.ft. 418 0 418 781 -Double pane;Wood frame;Clear glass -No inside shading;Coating: None(clear glass); No outside shading. Glassdoor 42 sq.ft. 1,302 0 1,302 2,430 -Sliding glass door; Double pane;Wood or vinyl frame;Clear glass -No inside shading;Coating:None(clear glass); No outside shading. E Wall 315 sq.ft. 730 0 730 1,984 -Wood frame,with sheathing,siding or brick; R-19 5 1/2 in.;none S Wall ' 258.7 sq.ft. 599 0 599 1,630 -Wood frame,with sheathing,siding or brick;R-19 5 1/2 in.;none Window 11.3 sq.ft. 520 0 520 654 -Double pane;Wood frame;Clear glass -No inside shading;Coating:None(clear glass); No outside shading. Page 3 Wellington Soares 6/2/2015 Building Component Sensible Latant Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Window(2) 13,5 sq.ft. 621 0 621 781 -Double pane;Wood frame;Clear glass -No inside shading;Coating: None(clear glass);No outside shading. Window(3) 13.5 sq.ft. 621 0 621 781 -Double pane;Wood frame;Clear glass -No inside shading;Coating: None(clear glass); No outside shading. Door 18 sq.ft. 466 0 466 1,266 -Wood; Panel;No storm W Wall 281.1 sq.ft. 651 0 651 1,771 -Wood frame,with sheathing,siding or brick; R-19 5 1/2 in.;none Window 11.3 sq.ft. 904 0 904 654 -Double pane;Wood frame;Clear glass -No inside shading;Coating: None(clear glass); No outside shading. Window(2) 11.3 sq.ft. 904 0 904 654 -Double pane;Wood frame;Clear glass -No inside shading; Coating: None(clear glass);No outside shading. - Window(3) 11.3 sq.ft. 904 0 904 654 -Double pane;Wood frame;Clear glass -No inside shading;Coating:None(clear glass); No outside shading. Ceiling 1 1,225 sq.ft. 2,746 0 2,746 4,888 -Under ventilated attic; R-26(7.5 inch); Dark Whole House 2,575 sqA 29,460 10,506 39,966 78,162 (3.5 tons) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. } Wed& 'Co-1, mavLS q4 U'm ave . I i IA 6gy C- ` y 1411 � f_�� =� 1 3i5c�` _ • IV F 10 13. vxo Cc- C 8o 1k bfv) {t, t 4 3.5 f o c( (%on Cm,.l �. �.S �o� Gm.�ode h k r 13�..e..e r. •`� � Coo 343A5 P9 "' 5 0 7 it 7: r •2>> 10.2' LOT 3 w 20,0031 SF Q; 10.2' N 10.1' TF = 45.5' 54.3 CONCRETE FOUNDATION N N �C, of �. PJ 3�36 Vy Qtit o` P'Qp� FOUNDATION PLOT PLAN DCE #14-264 LOCATION 44 POINT OF PINES AVENUE PREPARED FOR:CENTERVILLE, MASS. WELLINGTON SOARES SCALE : 1" = 30' DATE : MARCH 19, 2015 REFERENCE ASSESS. MAP 210 PCL 104-002 N OF 444Ss9C 1 HEREBY CERTIFY THAT THE STRUCTURE �o� . DANIEL yes SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. A OJALA N �` off 508-362-4Ml q N0.40980 (ow 508 362-9860 I ss� down cope engineering, inc. R'14 Cl WL ENGINEERS LAND SURVEYORS YJ9 Main Street — YARMOUTHPORT, MASS DATE REG. LAND SURVEYOR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map nL 1 O Parcel 1 106lo�L��r Application ot�:W r?16 27 73 Health Division Date Issued Conservation Division � `"� Application Fee d Planning Dept. Permit Fee O Date Definitive Plan Approved by Planning Board /t/o �26p,� ► , Historic - OKH _ Preservation/ Hyannis Project Street Address ` o�� "vIC.S Ldr 3 Village OwnerGr� Address Telephone 1 Permit Request ��u�- `�v�vc.� ��e.�J �&a � Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size SCoC7 Grandfathered: T21 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 'i Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes �11[No Basement Type: JX Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) A 1 7� Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing Inew Total Room Count (not including baths): existing new 7 First Floor Room Count Heat Type and Fuel: lY Gas ❑ Oil ❑ Electric ❑ Other Central Air: YYes ❑ 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 ;4new siz7 a Shed: ❑ existing ❑ new size _ Other: A Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # Current Use Proposed Use - APPLICANT.INFORMATION y =' Z°T`Yd fb : L74 ! - _ (BUILDER OR HOMEOWNER) T Name 60�6\w\AA \ f, Telephone Number �3t9 CQ9 q3 3 Address tl �` lh, '��. License# � ( Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOri,t �. T� s' SIGNATURE O ��'? d�� id DATE C '10/ i FOR OFFICIAL USE ONLY ' APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER f DATE OF INSPECTION: �FOUNDATIWN ;P 3�IS�1� RASE 3�Z��Is . .'FRAME SNe sG 1 l v 121M -.,INSULATION WALA�-i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDIN i I ' DATE CLOSED OUT ASSOCIATION PLAN NO. x -- J Town of Barnstable Building Department - 200 Main Street RARNST"LE * Hyannis MA 02601 9 MASS Fo:9. a• (5O8 �) 862-4038 MA'S Certificate of Occupancy r Application Number: 201407473 CO Number: 20150195 Parcel ID: 2tO104002 CO Issue Date: 09/15/15" Location: 44 POINT OF PINES AVENUE Zoning Classification: RESIDENCE D-1 DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: CENTERVILLE Gen Contractor: LIIMATAINEN, WILLIAM Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: _ Vild ng epartment Signature Date Signed f f TOWN OF BARNSTABLE Bunu i n g 201407473 BARNSTABLE, *` Issue Date: 12/08/14 Rermit 9 MASS. Applicant: LIIMATAINEN,WILLIAM Permit Number: B 20143330 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 06/07/15. Location 44 POINT OF PINES AVENUE Zoning District RD-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 210104002 Permit Fee$ 1,115.80 Contractor LIIMATAINEN,WILLIAM Village CENTERVILLE App Fee$ 100.00 License Num 001414 Est Construction Cost$ 60,750 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A NEW 4 BEDROOM 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: CRONES,JACQUELYN I TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 14990 VISTA VIEW WAY#105 INSPECTION HAS BEEN MADE. FORT MYERS,FL 33919-8495 Application Entered by: JL Building Permit Issued By: '19- ,THIS PERMrf.CONVEYS NO R]GHT TO OCCUPY ANY STREET ALLEY OR SIDEWALK OR ANY PART THEREOF EITHER ORA,RII,YR E Y ENCROACHMENTS ON:PUBLIC PROPERTY NO a< SPEClFICALLY,PERMiTTED UNDER=THE BUILDING CODE MUST BE APPROVED BY THE JIl$,SDICTION'STREET ORAL EY GRADES-AS'WELL;AS DEPTH AND�LOCATION OF PUBLIC SEWERS MAYBE i _ OBTAINED FROM THE DEPARTMENT'OF PUBLICiWORKS..THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE'CONDTIIONS 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). `I 5l n" r "an x. _ r goal I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 .- �7iTh�en ► 2 a' i 2 2�ir� 3 OtIl 5-11 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health 60M A tr A�ol Cis PROJEC T* NAME: �e ice. l�rca-,j2_: ADDRESS: PERMIT# PERMIT DATE:' _2 AIR: LARGE ROLLED PLANS ARE IN: BOX SO Data entered iri MAPS program on. Z 22 t :.:q/wpf les/£ozms/aichive. =TME, , flown of Barnstable ° regulatory Services Building Division Thomas Pexry, C30,Building Conixnissioncr 200 Maio Street, Hyannis,MA.02601 " • ... wA'w.toWn..barnstab)e.ma.us ' Oific: 508-862,-:4038 Fax: 508-790-6230- ' _ .l' ANVZE Y Owner: Map/Parcel:: I 0 /Oy 00 2 Project -Address Po. �-r o� DES Balder•: Av - The fallowing items :sere boted on reviawi-ng: � M wsT• Conn�P L-� l,� � 2�0 I� � - �C� F `T�euss�-s AT r2r1� O ALL eiO G3::tJEr 2E0. PnD L(LTS .1 X Li— m�T l.✓ ��/� ' ��L M�.IJS�D�S V� Bib(Zr SF-vex) r EF--r B 775�) F AT -.R6ow. . Aff ovE VSE X-bEN'rx-FK6b Lts c Reviewed by. Town of Barnstable � E Regulatory Services o Richard V. Scali,Director ,,,�,,� Building Division BARNSTABL,E waxsrw�•�rtmltiF:conirt•xrxxnis - wMASS. x:Rnaxs nws-asmvw[•msr araxsuatE 9c� 1639. ,�� Thomas Perry, CBO 1639-2014 FDN1°�� Building Commissioner �Dg 200 Main Street, Hyannis, MA 02601 wwwaown.barnstable.ma.us, Office: 508-862-4038 Fax: 508-790-6230 December 3, 2014 William Liimatainen 541 Flint St. Marstons Mills, MA. 02648 RE: 44 Point of Pines Ave.;Centerville, Map: 210 Parcel: 104002 Dear Mr.,Liimatainen, This letter is in response to application number 201407473 submitted to obtain a building permit for the above referenced address.Unfortunately,the application can not be approved at this time because of the following: 1) Incomplete construction documents. Specifically,.engineering for all engineered products. 2) Construction documents do-not demonstrate compliance with 780 CMR. Specifically, insufficient space for bedroom and hall as submitted. 3) Compliance with 2012 IECC-not demonstrated as submitted: Please do not hesitate to contact this office with any questions. - . Respectfully, WVZuz—on Local In L . jeffrey.lauzon@town.bamstable.ma.us (508) 862-4034 A TVC°isutde to FVocd Can strucdigrr irk High Find Areas: 110 arph Wr-nd Zone Massachusetft Checl&t fOt COMPRaace(790 CfWR530l_Z l_r)l Loadbawirig Wall ConnecODns - Lateral(na.of 15d O conunon nails -----(Tables • la C. Non4--oadbearing Wall-CDnnectbns Lateral(no_of 16d common Load Bearing Wall-Openings(record largest opening but check all openings fDr cDmpGance in Table 9) Header Spans -AP•" (Table ft al ¢r._<1 V sill Plate Spans, --------:_—...—___,__ —.-•__- (Table 9)--_—�_ _-•----___--• ft�in _<11` Fun Height Studs (no.of sti5ds)------"_.__-.,.__.(Table Nan-Lied Bearu)g Wan Openings(record largest opening birt check all openings for compliance to Table 9) Header Spans------__ Sin Plate Spans._-•---_---_---_�_—_ _—(Table 9}-� ---- _.__-._ft_in <12' Fun Height Studs(no.of _c 1 datlor Wail Sheathing to Resist Uprdt and Shear Simulfaneausly Kiinimum Building Dimension,W 0 Nominal Height of Tartest Dpenine ----------_•'=---__ Sfieathing Type---_ _—.___.__—_.(note 4)__^-------_.__------_--___---� A O -Edge flail Spacing---.------ —,.---(Table 10 or note.4 if in- Field Mail Spacing.-__..___—, :- -----(Table 1 D)--_-- ------_—.�� Shear CDnnecfiDn(nD.of 16d common nails)(Table 1D):____— Peizant FufpHei hi 5tieatfiin:_._— - 5%Additional.Sheathing for Wall with Dpening>6'r(Design Concepts)_—_.--•-__-- Mwdmum Building Dimension, L •71 s . Nominal Height of Tallest Dpeningz----------------------------•-•----•---•----•--------------•-•------ 6'B" Sheathing Type_-- —-------- --_(note 4) -- -- --- ------ d�G� Edge Nail Spacing 11 or note 4 if less)-- --�--�rn• Field Nail Spacing.-----___—_--..__..___:.(fable 1i)-- _-------- --------- 10,in_ Shear CDnnecf7Dn(no. Df 16d common nails)(Table 11)--------- ------------------:_ 3 PercentFuIf Height Sheathing_-- (Table 11) 5%Addrbanat Sheathing for Wall wrlh'apening}6'8`(Design Concepts)--_--_ Wall Cladding Rated for Wind Speed?—._------------___-- — _—— — __---- ' 5.1 RD®FS gspans7,rc,3SoS (� Roof framing member checked..-._--___—. r Ratters use AWC Span TDDl,see BBR5 Websila) RDDf Overhang .�__--:-;..-------- (Fgur�19}.---:—_-- d _<smaller of 2'or L13 Truss or Rafter Connections at 1-Dadbeadng Walls Proprietary Connecbrs Uprrft —__:-_ - —-- (Table 1Z)------- ---_-------U=4 pf Lateral...._ _ —L=/�plf 'shear------------------.------(Table 12)--------------_..—_--..5= R pit_ Mdge Strap Gormecfions,if mflarties not used per page 21_-:(Table 73}--_---.------•--------T= J�1 plf Gable Rake -------------- 20)------------$/Afismallerof2'ofUZ ' Truss,Dr Rafter—Connerfians at Non-Lnadbeadng Walls Proprietary CDnnecfnrs`' Uprdt (Table 14) — —__—_---_—U= VA ib. 4 lateral(DD-Df 16d common mails)--(Table l4)------------------ - -L 1b_ Roof Sheathing Type=_-.--.:--- -- (pet-TBD.C:MR Chapters SS and, ) Roof Sheathing Thickness .__.___ n ?7t1E !'ASP Roof Sheathing FastEning__--_----_.—___ — (i ahle 2)_— --______-------•---..__.�o III 1, ;This cheddisf shall be met in Fes entirefy,excluding the specffic.ex�pSDD noted in 2, tD comply with the nequine�nents Df 7BD Cl/R.53012 1.1 Item 1. ff the cherld'rst is met in its enmity then the fanDWing metal straps and hold dorms are not requirad per the WFCM 11D mph Guide: a. Steel Straps per Figure'S 6. 2b Gage Shags per Figure 11 t~ Uplift Straps per Figure 14 An Straps per Figure 17 e_ Comer Stud Hold Dooms per Figure 18a and Figure IRb. Exception:Dpening heights of up to B fL shall be permitted when 55A is added to the percent full-height sheathing - requhwa erft sh6m in Tables 10 and 11, t _ The bottom sill plate in exterror walls shall be a mfnlmum 2 in.nDmM thir.3riess ptT--sure try#24-eda_ ; _ ' . ..3 ' - - .• G 1, `tj�W� ��- ���j �;; - • AWC.Guide to Wood Co,7s&uctiorr L7 f{lg-fr Wf-fzd.4reas:JMnph Wnd Zone' Massachusetts Checkligt for COMP janCe(7Bo cnrp,s3ot2,r.' - E�I cI,x - CDmpl&n=. 1.1 .SCOPE � - Wind Speed(3-se¢gust)-.-_-- Wind Exp°sure Caiegory - s Wind Exposure Category................Engineering R--q!1 d For Erdim PrDject----------------- ----------------- 1-2 APRUCA.BILITT Number of Stories(a rD.Df which exceeds 8 In 12 slDpe shad bwmnsidered a story)�_stories 5 2 stories Roof Pitx#� ' Mean Raaf Height'----- --- ---- ___ --(F►9 2)-.--------------- - - - tt _<33. Building Widfh,W-__-.__ ._-_ __--__-_-------(Fig 3) -- ---- - - f <SD' Building Length,L --------___..-_•--._____�__;(Fig 3}-----------:_-•- -- -- 71 ft s BD` Building Aspect Ratio(LW} (Frg 4) -_L 03`3:1 Nominal Height of Tallest DpeningZ .------_-_--- ---(F9 4)-----------------_ __ (a �1 <GB` 13 FRAMING CONNEC-nONS General compIiancewfth framing CED-nnectiDas......-----•(Table2)------------_-------------• ---------_---_-. 2.1 FOUNDA-FIDH . Founda5on YYalis meeting regtrirement3 of 780 CAR 54D4.1 C-C>n - - --.._... - _:_... - ---------------------•---•------ -----'--•-------•---=-- .-•--- Cancret�Masonry...--•---- -- -- -_---- -- ------- -=----------_- _-.-----_.: 22 A-NCHORAGE TD FDUNDAb6N',3 _ 5/8`Anchor Bob4mbedded or 51B`Proprietary Mechanical-Anchors as an altemative in concrete only ' SaftSparing-general._.._._......................... ---:.(Table4}_�___._ _--------- -__ C406 in. Boft Sp3Cirig from en�oint of plate-_.____..� . _----____------------- 14" Bolt Embedment-concrete__.-_-_-..- Bolt Embedment-masonry----•-_•---- •-__-_.�--_---(Fig 5)-�_- _.:_--__ nl X} in _>15- Plate Washer.._- -._(Hg 5)-___ __-._/------'-3`x 3`x Y." II FL-DDRS a� y�f��.�fre.N. Ltalb . ��/�/ L Carl. � Flowt arning member spans checked :----- _.-�°--.(per 7BD CMR Chapter 55) Maximum F DrDpening'Dimension__-.-------_--_---(Fig 6)__-___�-_-----_-�.._ 7 . FuU Height Wall Sleds at Floor Dperzings less Phan Z from Exterior Waq(Fig 6)_----- -_._!� •----.- Mtodrnum.RDDr Joist Setbacks Suppoi•[ing I-Dadbearing Waifs or ShearY al(�._--_(Fig 7).-_ -- O fit s d Maximum Canfilevered FiDDrJDists T . SZrppgrbt Loadbearing Walls'Dr 5hearxall.__.--..-_(Figfig B __^ _ O ft s d FIoorBrar-ing of Endv�afEsy_-___-.--__-_-_ _ r 9)_._ _ aC- Floor Sheathing Type '.:_----____.._.___._ _ _-(per 7BD CMR•Cl`apfer 55)__C b - Flaor Sheathing Thidmess FIDDr Sheathing Fastarirng_-.__ __.___..__. - =_(Table 2)__d nails at in edga l 1%LIn Ilem 4.1 WALLS- Wall Height �y lid» Loadbearing walls:�._--_-__-- -._ (Fig 10 and Table 5)__---_ ft <1 tr ID and Table Wall-Surd Spacing ----__�___.._. -__ __--(Fig 1D and Table 5) -___:___ in.s 2-,a_r: Wall Story Offsets- --_(Hgs 7 8?—w?" �-__�_ 1 ft s d 4-2 E�OR•WXLLS' Wood Studs LDadbearing vmk;�.----. __.__..------------ --.(Tal?le --=------------___.2x - $_in. NDn_Laad6ebring•walls Gable End Wag Bracing' Futt Height Endwatl Studs__._-__._ ___._.__..-.(Fg ID) .---•�__r- WSP-Attic FIDor Gypsum Cesftng L�(if WSP not used)_.- ___ Q911).-0�1{� F 8_'----L_ _gig�D.9W and 2 x 4 Gonfinuous Lateral Brace @ B fL❑_c_(Fig 11�t:.............�___._.,a_.�_-�_' tDr 1 x 3 cta7mg furring slips @ 16*spacing min.vth 2 x 4 bIDdng @ 4 fL spacing in and joist or truss bays Daubie Tap Plat Splice Length 13 and Table 6)_,---__------------ z ft Splice Connec§Dh (no.of 16d CmrnmDn rrrZs)...-. -(T-abie 6)--_--__.__ DocuSign Envelope ID:41DB19F7-006A-4042-AE8D-52C4320CAD77 TIME EXTENSION AGREEMENT BAr�������� The undersigned,parties to an ;° Offer to Purchase Real Estate(the"Offer") ' } .. Purchase and Sale Agreement(the"Contract") with respect to the property known and numbered as ��l'Oav1"O�we, low%'VjAe' Massachusetts, hereby agree.as follows: a The date by which the Offer is to be accepted pursuant to Paragraph.2 thereof is extended to r*� The date by which a purchase and sale agreement is.to be executed pursuant to Paragraph 3 of the Offer is extended to The date by which any inspection provided for'in a contingency:addendum attached to the Offer or the Contract is to be completed is extended to and the date by which the Buyer must give notice of the exercise of the Buyer's option.to revoke the Offer or terminate the Contract based on the results of such inspection is extended to The'daie by which the Buyer must submit a complete loan application conforming to the provisions of the mortgage contingency addendum attached to the Offer or the mortga9e contingency clause contained in the Contract is extended'to `` ,and the date by which the Buyer must give notice of the exerciseof the Buyer's option to revoke the Offer or terminate the Contract if a mortgage'loan comm��itttppeenteannotbe obtained pursuant to said:addendum or clause is extended to /eZ,/!e�//y The date by which the conditions set forth in the sewage disposal system contingency ' addendum attached to the Offer orthe'Contract(including the furnishing-of an inspection certificate)are expected to be met is extended to and the'date by which the Buyer must,pursuant to said adderidurn,give notice of the exercise of the Buyer's option to revoke the Offer or terminate the Contract is extended to.. The date by which the Seller ust furnish copies of certain documents to the Buyer pursuant to the condominium d mocuments addendum attached to the Offer is extended Jo and the date by which the Buyer must give notice of the exercise of the Buyer's option to revoke the Offer if the Buyei•is not satisfied with the contents of any such materials Is extended to _ The time for�performanmofthe Vontract'is extended'to' 3 o'clocWP M. on the /gV day of #44fiaAd/ 20 Time remains of the essence of the Offer and/or Contract,which is ratified and confirmed as herein amended This: agreement,exec, counterparts,is intended to take effect as a sealed instrument; laf�a�t(r'In I (vntn.rs r ML-EI i SELLER(or spouse) - BUYER V BUYER ; Date: ' Broker(s) COPYRIGHT 0 2000 All Rig his Reserved. This form may not be copied GREATER BOSTON REAL'ESTATE BOARD or reproduced in whole or in part in any manner Form ID:RA158 EpUAI.HOUSING whatsoever without the prior express written consent ' a, - p OPPORTUNITY of the Greater Boston Real Estate-Board. This form was created by.'Tom Mahedy using e-FoRMs. a-FORMS is copyright protected and:may not be used by any other party. fiat 14 10 Bdrm 23 32 g O O 19 7 bath i lCt _ O o Dinin® , M Bdrm 14 M Bath 10 Bdrrry 10'10" f 4 - , 31 - 2 Powder rm 1 4 stairs o Mud 13 Closet'- 12 Great Room 9 4 . ' stairs ' Bdrm office ` 10 8 ! 5 _ l Porch Y I- - -- - I-- - -- - - - 1 l_. } 23 r _. I:. I " i I Bonus Room I 30 I I I 24 _ 38. REBA Title Standard: Any matter orpractice arising under or relating,to this agreement, which is the subject of a title standard or.apractice standard of the Real.Estate Bar Association practice or. title standard at the time for delivery of the deed shall be covered by said title standard or practice standard to the extent applicable. 39. Limited Power of Attorney: By executing this Agreement,the BUYER and SELLER hereby grant to their attorneys the actual.authority to bind them for the sole limited purpose of allowing them to grant extensions and-sign amendments to this Agreement,and the SELLER and BUYER shall be able to rely upon the signatures of said attorneys as binding unless they have actual.knowledge that the principals have disclaimed the authority herein to bind them. 40. Facsimile: Faxed signatures and signatures on documents scanned and sent'electronically on this Agreement and on.any amendments hereto shall be legally binding.and treated the same as original signatures. 41. The Seller hereby represent to the Buyer that; there are no leases, licenses or occupancy agreements in force and effect covering the use and:occupancy of the premises. 42. Subject to Seller credit to..Buyer in the amount of$2,500.00 for closing costs and prepaids. 43. Subject to Buyer obtaining building permit for a four(4)bedroom home-by October 22,2014.. BUYERS: SELLERS- . Wellington R. Sa a Jacquelyn 1. Crones Trustee Affidavit of Substantial Financial Interest 1, 00g��1o��, ���yl,� ,�0e,A of t,,A6V`, on oath depose and state as follows: 1. 1 'am an applicant for a building permit for the property located at Map , Parcel )oq .1oo The address.of the property is c�cl A vve. 4v_ 2. 1 have C) % 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 9-0 aGT , 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 • S o�C���,Et-�v� .!. C,c��nc� lv- .�a��,�l,`1v��'i C�.n� ��9SrT'•r- •. I C{aa\0 V\4A VAe-td t a 4. Within the last twelve months, from today's date, which is oc` ty , 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 5. Within this calendar year, I have submitted 0 building permit applications-for property in which I have a 1% or greater legal or equitable interest. . 6. Within the last ten days, l have submitted _.`C�. 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 .1 have a 1%legal or equitable interest. 8. Within this month, I have received C) building permits for property in which I have a 1% legal or equitable interest. Signed.under the pains and penalties of perjury,.this-�;Loday of P64 , 200q 2001-0050/af5n 1 O/LOTFERY/AFFIDAVIT r Town of Barnstable Regulatory Services t 5', Yf _ t RIRNCTA�Y f :Richard V.Sea%Iuterim Director Building Division Tom Perry,Building Commissioner 200 Main Street Hynnis,MA 02601 www.town.barnstablema.us Office: 508-862-403 8 Fax: 508-790-6230 . Property Owner Must Complete.and Sign This Section If Using A Builder as Owner of the subject ptopetty heteb authorize y / I LGc yt/0 �r 1 t M o"kQ V1 J0 to act on my b eb 11 in all matters telattve to work authotized by this building petmit --- qq I bNTof -PI REs WMVIIIE (Address of Job) Pool fences and alarms ate the responsibility,of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Si e of et Signatute of Applicant WE1119aN K -SOA47, At1Ae� Print Name Print Natae _ Dar 1 V YY II V l JLJ al ALO LLL All V _ Regulatory Services Richard Y.Scali,Interim Director. .: 13uBding.Division : - ssr�, Tom Perry;$wilding Commissioner - p�,o,�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma ns Office: 508-862-4038 -" Fax 508-790-6250 11014MOWNEx LICENM XDCa ON Please Print DATE: JOB.LOCATION: tuber street v�Iage "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityftown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less.and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. . DEFINMON OFHOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm stractures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on.a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building pg_ (Section 109.1.1) The undersigned"homeownef'assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned`Homeowner"certifies that he/she understands the Town of Barnstable Building Deparimeut minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Sigpatum of Hnmcowncr Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control- The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rnles&Regulations for Licensing Construction Supervisors,Section 215).Th4. ack of awareness often results in serious problems,.parficnlarly when the homeowner hires unlicensed persons.. In this ease;our Board cannot the unlicensed person as it would with a licensed Supervisor.'The homeowner acting as Supervisor is proceed against r 1?. ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part-of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page ntl used b several towns. You may care t amend and adopt such a form/certification for use in of this issue is a.farm curre y y y our comet Q:IWPFILESIFORMslbmldmgpezmkfuslEXPRF.sS.doc • J Quote Page 1 of 4 Agility#:- Quote#: 663430 Customer:MAOS00-BOTELLO LUMBER-ENAP 0131 Job Name: WELLINGTON 20 Ponaerleau St. 26 BOWDOIN ROAD CENTERVILLE,MA Biddeford,Me 04005 MASHPEE,MA02649 Boise Cascade' Building\'l whal5 Tel:877.291-5276 Contact: MIKE HOLZMAN Distribution; Fax:877-782.0999 Email: me sdullms Phone: (508)-4773132 Fax: (508)-4774279 - Prepared By: Date Quoted: Delivery Date: Last Revised: Price Protected Until: JORDAN FACT 2757 10/15/2014 10/22/2014. ROOF TRUSSES Designed per:IRC2009/TP12007 Code. OVRALL LOADING OTY LGTH PITCH OVERHANG C CANTILEVER BRG SIZE NET n�TDB s��-BDL PROFILE LBL TYPE. SPC U PLY WEIGHT SPAN TOP BOT LEFT RIGHT T Heel Heigh Left LEFT RIGHT LEFT RIGHT RiaM 2 31-00-00 30-10-0-10 31-00-00 00-00-00 001 - 31-00-00 6.00 0.00 GESI 24 00-00-00 01-00-00 P RoofSrrow=30 00-00-00 00-00-00 A663430-0001 1 1271bs 00-04-03 00-0403 BRG#: 1 21 31-00-00 30-10-0-10 00-05-08 00-05-08 002 31-00-00 6.00 0.00 COMMON 24 00-00-00 01-00-00 P Roof Sno�3 00-00-00 00-00-00 A663430-0002 1 103lbs 00-04-03 00-04-03 BRG#: 2 13 . 36-00-00 30-10-010 00-03-08 00-05-08 003 ' 36-00-00 6.00 3.00 CATHEDRAL 24 01-00-00 01-00-00 P Roof Snow=30 00-00-00 00-00-00 �� 1 1281bs 00-04-03 00-04-03 BRG#: 3 A663435 31-00-00 30-10-0-10 00-05-08 00-05-08 004 31-00-00 6.00 0.00 COMMON 24 01-00-00 01-00-00 P Roof Snow=-30 00-00-00 00-00-00 A663430-0004 1 105Ibs 00-04-03 00.04-03 BRG#: 2 - 1 14-00-00 30-10-0.10 14-00-00 00-00-00 , 005 14-00-00 6.00 0.00 GESI 24 01-00-00 01-00-00 P Roof Snowy--30 00-00-00 00-00-00 A663430-0005 1 431bs 00-04-03 00-13 3 BRG#' 1 4 14-00-00 30-10-0-10 00-05-08 00-05-08 006 14-00-00 6.00 0.00 COMMON 24 01-00-00 01-00-00 P Roof Snowy-30 00-00-00 00-00-00 A663430-0006.:... 1 36 Ibs W-04-03 00-04-03 BRG#: •2 30-10-0-10 00-05-08 00-05-08 007 1 14-00-00 14-00-00 6.00 0.00 COMMON 24 00-00-00 00-00-00 P Roof Srrow=30 00-00-0000-00-00 A6634300007 1. 1 341bs 00-04-03 00-04 BRG#: 2 Report Datefrime: 10/15/2014 11:44:49 AM Quote Page 2 of 4 Agility#: Quote#: 663430 Customer:MAOS00-BOTELLO LUMBER-ENAP 0131 Job Name: WELLINGTON 20 Pomerleau St. 26 BOWDOIN ROAD Biddeford, Me 04005 MASHPEE,MA02649 CENTERVILLE,MA Bosse Cascade, Building'-Nbteaiahs Tel:877-291-5276 Contact: MIKE HOLZMAN , Distribution Fax:877-782-0999 Email: Bpi$emu Salukm Phone: (508)-4773132 Fax: (508)-4774279 Prepared By: Date Quoted: Delivery Date: Last Revised: Price-Protected Until: JORDAN EXT 2757 10/15/2014 10/2212014 1 09-08-03 30-10.0.10 09-08-03 00-00-00 - 401 09-08-03 6.00 0.00 VALLEY 24 00-00.00 00-00-00 P Roof Srww=30 00-00-00 00-00-M - A663430-0401 1 20lbs 00-00-04 00-00.04 BRG#: .1 1 05-08-03 30-10 0 10 05.08.03 00-00-00 402 05-08-03 6.00 0.00 VALLEY 24 00-00-00 00-00-00 P Roof Sraw=30 00-00� 00-00� A663430 0402 1 10 Ibs 00-00-04 00-00.04 BRG#: 1 Total Weight: 4857 Ibs - Report Date/Time: 10/15/2014 11:44:49 AM Air Leakage Property Organization HERS - Milene R. Soares Home Energy Raters LLC. Confirmed 44 Point of Pines Ave. 888-503-2233 09/14/2015 Centerville, MA 02632 Andrew Popielarski Rating No:18847 RaterID:5363711 Weather:Barnstable,MA Builder Point of Pines 44 Milene R. Soares Point of Pines 44 C.blg Whole House Infiltration Blower Door Test Heating Cooling NdCural ACH «p U a4 0.-12 0.10 t . Y - 'vs ACHAC 50 Pascals s , 2.68 42M' CFM @ 25^Pascals 1b 594,, ' ' =594 CFM C�,50`P,ascals ,, w 932, we ;932� [Eff.16akage AreaJsq in) 5penfi Leakage Area 5 0 00016 0 Oj016 a. „. „ t .�/100 sf sheU"(sq �n) 0.,67 - 0.67 r Duct Leakage Leakage,to"Qutside tJmts CFA 25 Pascals 53 " CFM25/CFN1fan s, p. "0.0314 :a . iUM25'/CFA fi 0 0233 k } lCFM per Std 152 -:N/A „ CFM per Std 152/"CFA" N/A p e raw �e CF,M 50 Rascals r 83 , �. " Eff. Leak age Area- sq in) s a4 57 � .. r � Thermal Efficiency;, 7-1 vlON/A � � � t Total Duct leakage tJmts ti CFM25/CFA - - Total Duct Leakage ` .r 0.f)233 r Ventilation Mechanics y =_ Exhaust'Only Rate (cfmi` , 75 Hours/Qay � ff 200 -i - r " g Fah Watts � - �,15,0 Cooling at one', "'Natural\/entilation 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 60 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 121 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. 01985-2014 Architectural Energy Corporation, Boulder, Colorado: stry ID Home Energy Rating Certificate Regiumber 18847 341 Rating Number 18847 Certified Energy Rater Andrew Popielarski 44 Point of Pines Ave. Rating Date 09/14/2015 Centerville, MA 02632 Rating Ordered For Milene R. Soares EstirnatedAnnuah Energy.Cos �, . Use MMBtu Cost Percent 5 Stars Plus Confirmed Heating 49.9 $527 27% HERS Index• 60 Cooling 3.0 $176 9% Efficient Home Comparison: 40% Better Hot Water 15.5 $108 6%' Lights/Appliances 24.9 $1088 56% �""' .. Photovoltaics -0:0 $-0 -0% General'Info��ation . k lr.. Conditioned Area 2279 sq. ft. House Type Single-family detached Service Charges $37 2% 'Conditioned Volume 20830 cubic ft. Foundation Unconditioned basement Total 93.4 $1938 100% Bedrooms 4 i Criteria t Mechanical°S stems Feature'sa ' - R y� `�" This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.5 AFUE. 2009 International Energy Conservation Code 2012 International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 53.00 CFM25. Ventilation System Exhaust Only: 75 cfm,_15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes [Building.tShell�Features Ceiling Flat, R-50.4 Slab None Sealed Attic- NA Exposed Floor R 30.0 lip Ka`tt Vaulted Ceiling NA Window Type . U-Value: 0.300, SHGC: 0.280 Certified HERS Rating Company Above Grade Walls R-21.0Infiltration gate Htg. 932 Clg:'9 2 FM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper L'ihts and Appilance Features 88ga503 2 Beach, Ma. =' x ' i ... e°t� pm + d�, ,t�� '' . 8_ _ Home Enery�RaMre is Percent Interior Lighting 90.00 Range/Oven Fuel Natural gas Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Natural gas Refrigerator (kWh/yr) 715.00 Clothes Dryer EF 2.67 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 5363711 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. HOME PERFORMANCE HEIRSO Index ore Energy ENERGY 150 WITH MASS NEW 140 Existing i3o RATING Homes 120 HOMES REBATE Standard 11 00 CERTIFICATE New Home g0 80 70 50 This Home d 60 60 i 40 30, Raew Energy Raters uc. - - _ .. Zero Energy _ 10 Home Less Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption 2000= . _.... 1.;93,8_ ., 100.0 - 93.0 -`- i 80.0 — 1000 r--- ..i G0.0, �.._ 3 25.0 500 - 20 _ - - m 40 0 @ f0 — .0 A. t ___L0.01 on on on c N on on on a c c c n on — c c c n U Q y o i dj - U - 0 J LA J a Address 44 Point of Pines Ave. Annual Estimates* Certified HERS Rating Company Centerville, MA 02632 1 Electric(kWh): 7033 Energy Raters of Mass House Type . Single-family detached Natural gas(Therms): 694 180 State Road Suite 2 upper Cond. Area 2279 sg. ft. CO2 emissions(Tons): 8 Certified Rater Andrew Popielarski Rating No. 18847 Annual Savings**: $1470 Rater ID 5363711 Issue Date September 14, 2015 Registry ID 021806341 Certification Verified * Based on standard operating conditions Rating Date 09/14/2015 ** Based on a HERS 130 Index Home 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. (40 r r My File,=•Edim Took He r� � .. ` ,g r.'d`»�"wI."..- t i. .., ' se:�,. yd, t .. ., - - u.. 1V rs 5 F s� s :` — j 4 4 s 1 Type Requested Scheduled � r in spec r d formed °Resu1 s 3 a ,-. Seheddle Con#ractcar field.Sheet � A. • App'Prc�rle " ! CHUM .6 s'Snisa'd EFINAL t1 J J S_VAMA I� ERQLIGH 1 VVAMA 77, . E{ ESRW&MTR� - j ShVAMA 03(i9/ZQ1;5 PASS r s 0 :.. 1 WAMA INSP 4 x ETEMP r n 3 r TRENCH _._� � F = a ( _-.' �ff.: �' � e� � " �:,,..,-.,...-.,_-,-�,�. -- --"---.,.ram �xt�� ��a.•`�`"�'�,�,,�.a � 1: M,h �4 ear S,chiedulew ..63�.5 Pain SystEiri Menu-TC5 ..sr�Him pt�rn Ettjrt ,>� *' c`�5 psi �� '`BIKE r Town, of Barnstable Regulatory Services BARNSfABLE. MASS t6�q. Building Division prfD MA'S� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location L&fZ-5 Permit Number Owner 'S n6�&64 Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: a h�IZ07j rWz,- 7�67-10AX9 A/ Y Please call: 508-8627-405t-for re-inspectio r Inspected by Date '" t f 5 s Town of Barnstable • BAR`1STABLE. • Regulatory Services MASS Fo 39.61 Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Lueat - Permit Number L/ 7-3 Owner �� Builder :50x s One notice to remain on job site,one notice on file in Building Department. The following items need correcting: f ; edW S-rle V c 77 UN/ /y C ��o� /ya�Yl �aR/SJr£uG?miU�J A `- hit- W: G (S 19oi'v�, Qa2�W t36 A� hi -g)VY �;-71414 Please call: 508-862-4t3' - n. Inspected by Date �Job. , Truss Truss Type Qty Ply BO7ELL0 3-31-15 BC 663430 003 CATHEDRAL �1�. 1 job Reference(opt ona014 11:40:53 AM Boise Cascade,Biddeford,ME 04005 - Run:7.610 is Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Tue Mar 24 15:45:07 2015 Page 1 I D`9R3TD9r3LSvkRP_6ndYX9TyVDj9-L6paXPdOSg n3Nwg2DOzy8m584NwzQaUUx9um W5zXhew 1-0- 5-5-8 11-8-12 18-0-0 23-9-6 29-6-11 36-0-0 7-0- -0- 5-5 8 6-3-4 6-3-4 5-9-6 5-9-6 6-5-5 -0 Scale=1:61.6 '5x8= 6.00 12 6 ` 20 21 4x4 4x4 :3x6 5 19 7. 4 3x6 J 8 5x8 18 W _ 6 221.5x4 i 9 3 , 14 A �. `. 5x9 17 W2 13 8 23 rnJ 2 15 3x8 MIT20HS 12 10 0' .4 B1 4x6; 4x4� 11 jo � o 5x6= 16 3.00 12 'Qa 5x8 7x10 MT18HS 52-12 5-�-8 8-12, 20-6-0 27-11-1." 36-0-6 5-2-12 0_1�12 6-11-3-4 8-94 7-51 8-0-15 Plate Offsets(X,Y)-- [2:0-3-4 0-0-1]_[10:0-3-7 Edge];[14:0-3-8,0-3-8]_[15:0-2-4,0-1-8},[16.0-7-0,0-0-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES * GRIP TCLL 30.0 Plate Grip DOL � 1.15 TC 0.76 Vert(LL) -i 12-14 ->999 240 MT20 169/123 (Roof Snow=30.0) Lumber DOL 1.15 BC. 0.85 Vert(TL) I. -0.66 12-14 >552 180 MT20HS 148/108 TCDL 10.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.36 10 1 1 MT18HS 169/123 BCLL 0.0 * Code IRC2009/TP12007 (Matrix) Weight: 132 lb FT=0% BCDL 10.0 LUMBER- BRACING TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins. BOT CHORD 2x4 SPF 165OF 1.5E*Except* "., BOT CHORD Rigid ceiling directly applied or 4-8-4 oc bracing. 61:2x6 SPF 1650E 1.5E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SPF-S No.2 be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2=-715/0-3-8 (min.0-1-8),.16=3041/0-5-8 (min.0-4-12), 10=1426/0-5-8 (min.0-2-3) Max Horz2=219(LC 7) Max Uplift2=-844(LC 3), 16=-1027(LC 8),'10=-694(LC 9) Max Grav2=161(LC 9), 16=3041(LC 1),111445(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=-813/2179,3-17=-788/2287,3-18=-1138/485,4-18=-1031/499,4-5=-931/516, 5-19=-1791/848, 19-20=1773/863,1677/882,6-21=-2364/1 113,7-21=-2525/1093, 7-8=-3742/1671,8-22=-3825/1654,9-22=-3922/1642,9-23=-4203/1801, 10-23=-4311/1780 BOT CHORD 2-16=-1946/882, 15-16=-2152/980,•14-15=-174/972,13-14=-864/2965, 12-13=-883/2946, 10-12=-1443/3844 WEBS 3-16=-2364/1074,3-15=-1044/2881,5-15=-1053/535,544=-121/1004,6-14=-472/1471, 7-14=-919/542,7-12=-484/843,9-12 379/435 NOTES- (13) 1)Wind:ASCE 7-05; 1201 TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and, C-C Exterior(2)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 14,+13;Exterior(2)14-4-13 to 18-0-0,Interior(1)21-7-3 to 33-4-13 zone;cantilever left and right exposed;C-C for members and forces MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow),Category II;Exp C,Partially Exp.;Ct=1.1. « 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. ;* 5)All plates are MT20 plates unless otherwise indicated. 6)Plate(s)at joint(s)6 checked for a plus or minus 3 degree rotation about its center:, - 7)Plate(s)at joint(s)8 checked for a plus or minus 5 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*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. 10)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 1 capacity of bearing surface. < 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=844, 16=1027, 10=694. 12)This truss is designed in accordance'with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard. DQ��y- Y o r JoZ7 �, Truss Truss Type —cty Ply BOTELLO3-31 663430 �_ 402 VALLEY I1 1 ID MGMT_E125993_10l15/201411:41:02 AM ' 1 I 1 Job Reference(optional) Boise Cascade,Biddeford,ME 040053v. Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Tue Mar 24 15:45:09 2015 Page 1 ,,�r ID:9R3TD9r3LSvkRP_6ndYX9TyVDj9-HUxKy4fezHlndD_QLp0CDBBd59mZujl3rriOTNtazzXheu 2-10-10 5-9-3 2-10-10 2-10-9 •r IF - +h- ' Scale=1:11.7 3x6= s• 6.00 12•_ r ' 5 8-3 3 B1 Q =o 0 0 2x4 i. 2x4 5-8-11 013 i Plate Offsets(X,Y)- [2:0-3-O,Edge] 5-8-11 0- 8 LOADING(psf) SPACING 2-2-0 .. CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=30 Lumber DOL • 1.15 - BC 0.20 Vert(TL) n/a n/a 999 TCDL 10.0 I Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL _ 0.0 ' ` BCDL T0.0 Code IRC2009/TPI2007 , (Matrix) Weight: 12 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E � ; .TOP CHORD 2-0-0 oc purlins BOT CHORD 2x4 SPF 1650F 1.5E (Switched from sheeted:Spacing>2-0-0). ,BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing r�r REACTIONS. (lb/size) 1=244/5-8-3 (min.0-1-8),3=244/5-8-3;,(min.0-1-8) Max Horz 1=-31(LC 6) t Max Upliftl=-135(LC 8),3=-135(LC 8) ' FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. , TOP CHORD 1-2=-252/290,2-3=-252/290 ' NOTES- (10) 1)Wind:ASCE 7-05; 120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;GC for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60' t '� -k , 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category ll;Exp C;Partially Exp:;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ' 4)Gable requires continuous bottom chord bearing. 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 lb uplift at joint-1 and 135 lb uplift at joint 3. i 8)This truss is designed in accordance with the 2009 International Residential'Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. 9)Graphical purlin representation does not depict the size or.the orientation of the purlin along the top and/or bottom chord. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard p t Ilk rn x. Job Truss ru Type Oty Ply BOTELLO 3-31-15 BC 663430 001 TG�ESIS 2 1 A_MGE_E125993_10/15/201411:40:43AM _ Job Reference(optional) Boise Cascade,Biddeford,ME 04005 : Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Tue Mar 24 15*45,06 2015 Page 1 I D:9R3TD9 r3LSvkRP_6ndYX9TyVDj9-tvGCK3d hMeCmmF rghSjbZZ5hzl8hJXKiV9D_fzxhex 15-6-0 31-0-0 $2-0-Q 15-6-0 15-6-0 1-0-0 Scale=1:53.2 4x6 6.00 F12 6 10. 3x6 34 35 7 11; 6 36 5x6 5 12 4 13 oc 33 37 3 14 2 T 4 sr 0 15 S 1 38 32 S 2 1 S 3 1 16 17 IT O o 4x4= 31 30 29 28 27 26 ' 2524 23 22 21 20 19' 18 4x4= 3x6 31-0-0 31-0-0 Plate Offsets_(X Y)-- [12:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) ;0.01 17 n/r 180 MT20 169/123 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.19 Vert(TL) 0.00 16 n/r 120 BCDL 10.0 Rep Stress Incr YES °WB 0.25 Horz(TL) 0.01 16 n/a n/a BCLL 0.0 ' Code IRC2009/TP12007 BCDL 10.0 (Matrix) Weight:125 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing: OTHERS 2x4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 31-0-0. (lb)- Max Horz 1=-212(LC 6) Max Uplift All uplift 100 lb or less at joint(s)1,26,27,28,30,23,21,20 except 29= 103(LC 8),31=-274(LC 8),22=-102(LC 9), 19==11O(LC 9), 18=-237(LC 9), 16=-136(LC 9) Max Grav All reactions 250 lb or less at joint(s)1,24,28,29,30,21,20,19, 16 except 26=284(LC 2), 27=273(LC 2),31=357(LC 1),23=279(LC 3),22=274(1_C 3), 18=333(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown: TOP CHORD 5-6=-58/282,6-7=-18/291,7-34=-70/396,8-34 18/402,8-9=-74/539,9-10=-72/539,' 10-35=-18/403,11-35=-68/397, 11-36=-17/289, 12-36=-57/283 BOT CHORD 1-31=0/334,30-31=0/334,29-30=0/334;28-29=0/334,27-28=0/334,26-27=0/334, 25-26=0/334,24-25=0/334,23-24=0/334,22-23=0/334,21-22=0/334,20-21=0/329, ; 19-20=0/329, 18-19=0/329, 16-18=0/329 WEBS 8-26=-244/282,2-31=-257/422, 10-23=-239/281,15-18=-247/339 } NOTES- (14) 1)Wind:ASCE 7-05; 120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Corner(3)0-0-0 to 3-1-3,Exterior(2)3-1-3 to 12-4-13,Corner(3)12-4-13 to 15-6-0,Exterior(2)18-7-3 to 28-10-13 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 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 11;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other,live loads. s 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)1,.26,27,28,30, ' 23,21,20 except at=lb)29=103,31=274,22=102, 19=110, 18=237, 16=136. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. Continued on page 2 .. r I t y Job Truss Truss ype - QtyPly - BOTELLO 3-31-15 BC 663430 005GESI, �1� 1 Reference(optional) ')14 11:41:01 AM Job Boise Cascade,Biddeford,ME 04005 Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Tue Mar 2415:45:08 2015 Page 1 I D:9 R 3TD 9 r3 L SvkR P_6 ndY X 9TyV Dj9-pl NykleO Dzvw?3 P E n 6 V Bg_eTI nTo9 F mdA peK2XzX hev -1-0-0 7-0-0 14-0-0 1-0-0 ' 7-0-0 7-0-0 1-0-0 Scale=1:25.5 4x4 5 17 18 0 6.00 12 4 6 1 16 19 3 .7 T1 T T T 15 T2 20 T T . 2 8 c� 61 1 9 I, 1400 14-0-0 , LOADING(psf) SPACING- •2-0-0 CSI. DEFL. in (loc) _ I/defl Ud •PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 9 n/r 180 MT20 . 169/123•- (Roof Snow=30.0) Lumber DOL 1A5 BC 0.05 Vert(TL) -0.00 9 n/r 120 BCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 8 n/a n/a BCLL 0.0 BCDL 1.0.0 Code IRC2009/TPl2007 (Matrix) Weight:47 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-0-0. + (lb)- Max Horz2=105(LC 8) Max Uplift All uplift 100 lb or less at joint(s)except 2=-160(LC 8),8=-179(LC 9), 13=-125(LC 8)1 14=-198(LC 8), 11=-124(LC 9), 10=-198(LC 9) Max Grav All reactions 250 lb or less at joint(s)2,8, 12, 13, 11 except 14=284(LC 2), 10=284(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown: TOP CHORD 4-17=-66/314,5-17=-21/320;5-18=-21/320,6-18=-66/314 WEBS 4-13=-186/278,3-14=-217/331,6-11=-186/278,7-10=-217/331 , NOTES- (13) 1)Wind:ASCE 7-05; 120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.Il;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 4-0-0,Corner(3)4-0-0 to 7-0-0,Exterior(2)10-0-0 to 12-0-0 zone,cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 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 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas'where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 lb uplift at joint 2, 179 lb uplift at joint 8, 125 lb uplift at joint 13, 198 lb uplift at joint 14, 124 lb uplift at joint 11 and 198 lb uplift at joint 10. 12)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1: 13)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard ,f i L2.fCQ I Job- Truss Truss Type Qty Ply BOTELLO 3-31-15 BC 663430 006 COMMON 4 1 C_PMTE125993 10/15/201411:40:56AM I Job ROerence{optionap Boise Cascade,Biddeford,ME 04005 Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Tue Mar 24 15,45*08 2015 Page 1 ID:9R3TD9r3LSvkRP_6ndYX9TyVDj9-plNykleODzvw?3PEn6VBg_eKAnOp9FSdAp6K2XzXhev -1-0-0 7-0-0 0 14-0-0' 15- -0 1-0-0 ' 7-0-0 7-0-0 Scale=1:25.5 5x6= 3 9 10 - 6.00 12 8 11 h T1 W1 _ T2 7 12 2 : 4 B1 5 lIT 0 6 - 4x6 1.5x4 11 4x6= 7-0-0 14-0-0 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC -0.67 Vert(LL) 0.07 2-6 >999 240 MT20 169/123 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.15 2-6 >999 180„ TCDL 10.0 Rep Stress lncr YES WB 0.10 Horz(TL) 0.02 4 n/a n/a BCLL 0.0 'BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:40 lb FT=0% - LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD- Structural wood sheathing directly applied or 5-8-7 oc purlirfs. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF-S No.2 , x ;MiTek recommends that Stabilizers and required cross bracing „ be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=775/0-5-8 (min.0-1-8),4=775/0-5-8 (min.0-1-8) Max Horz2=104(LC 9) Max Uplift2=-440(LC 9),4=-440(LC 10) t FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-950/480,7-8=-828/491,8-9=-808/492,3-9=-724/508,3-10=-724/508, 10-11=-808/492,11-12=-828/491,4-12=-950/480 BOT CHORD 2-6=-221/734,4-6=-221/734 WEBS 3-6=0/329 >, NOTES- (11) 1)Wind:ASCE 7-05; 120mph,TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.Il;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-0-0,Exterior(2)4-0-0 to 7-0-0,Interior(1)10-0-0 to 12-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30,0 psf(flat roof snow);Category II;Exp C,Partially Exp.;'Ct=1.1 ' 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof,load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :- 7)'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. ` 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 440 lb uplift at joint 2 and 440 Ib uplift at joint 4. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. , il 10)-"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Drawing prepared exclusively for.manufacturing by Boise Structural Solutions # r LOAD CASE(S) Standard LU .0 CID cm ' rfE r i Job TfuSS TfuSS Type ' + �QRY71PIY, BOTELL0 3-31-15 BC C663430 �007 COMMON 1 �{1 C_MOHC El25993 10/15/2014 11:40:59 AM Job Reference(optional) Boise Cascade,Biddeford,ME 04005 - - Run:7.610 s Jan 29 2015 Print:7,610 s Jan 29 2015 MiTek Industries,Inc. Tue Mar 24 15:45:09 2015 Page 1 ID:9R3TD9r3LSvkRP_6ndYX9TyVDj9-HUxKy4fezHl ndD_QLpOQDBBVTBkFuihmOTNtazzXheu 7-0-0 14-0-0 7-0-0 s 7-0-0 ° 4x8= Scale:1/2"=1' 4 9 8 6.00 12 7 10 6 11 5 12 T1 T2 wi 1 3 - I" Bl 4. 4x4= 1.5x4 II 4x4= 7-0-0 14-0-0 7-0-0 7-0-0 Plate Offsets(X,Y)-- [1:0-1-8,Edge],[3:0-1-8 EdgLOADe] TCLL (psf) SPACING-SPACING- 2-0-0 CSI. DEFL. in, (loc) I/deft L/d PLATES GRIP. ` y (Roof Snow=30.0). Plate Grip DOL 1.15 TC 0.70 Vert(LL) 0.07 "174 >999 240 " MT20 1619/123 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(TL) -0.15 .'1-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 HOrz(TL) 0.02 3 n/a n/a , .I BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:37 Ib FT=0% LUMBER- T BRACING- TOP CHORD 2x4 SPF 1650F 1.5E .TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing it ' be installed during truss erection,in accordance with.Stabilizer Installation uide. REACTIONS. (Ib/size) 1=677/0-5-8 (min.0-1-8),3=677/0-5-8 (min.0-1-8) . Max Horz 1=89(LC 7) ' Max Upliftl=-314(LC 8),3=-314(LC 9) s - FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-5=-968/563,5-6=-852/564,6-7=-829/567,7-8=-808/570,2-8=-742/584,2-9=-742/584, 9-10=-808/570,10-11=-829/567, 11-12=-852/564,3-12=-968/563 ' BOT CHORD 1-4=-350/755,3-4=-350/755 ' WEBS 2-4=0/333 NOTES- (9) 1)Wind:ASCE 7-05; 120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 4-0-0,Exterior(2)4-0-0 to 7-0-0,Interior(1)10-0-0 to 10-9-4 zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 X 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow),Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. m 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads,: ; 5)'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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 314 lb uplift at^joint 1 and 314 lb uplift at joint 3. 7)This truss is designed in accordance with the 2009 International.Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. •8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions , i _ r , ,LOAD CASE(S) Standard t. 1 i LLJ a rrl S y ' J6 Truss Tfuss Type �Qty Ply BOTELLO 3-31-15 BC �663430 401 VALLEY 1 1 D_PMT_E125993_10/15/2014 11:41:02 AM Job Reference(optional) Boise Cascade,Biddeford,ME 04005 Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Tue Mar 24 15:45:09 2015 Page 1 ID:9R3TD9r3LSvkRP_6ndYX9TyV Dj9-HUxKy4fezH 1 nd D_QLpOQDBBb5BnJui umOTNtazzXheu 4-10-10 9-9-3 4-10-10 4-10-9 Scale=1:17.9 5x6= . 2 y. 6.00 12 5 6 ST1 3 v Bt LI Q o o d 4 2.5x6 1.5x4 I I t 2.5x6 9-8-11 9- 3 9-8-11 0 8 LOADING (psf) SPACING- 2-2-0 CSI. DEFL. in. (loc)Y I/defl Ud PLATES. GRIP TCLL 30.0 Plate Grip DOL 1.15 TC' 0.28 Vert(LL) n/a n/a 999 MT20 169/123 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.16 Vert(TL) n/a n/a 999 TCDL 10.0 Rep Stress Incr NO WB' 0.08 Horz(TL) 0.00 3 n/a. n/a BCLL 0.0 ' Code IRC20091TPI2007 (Matrix) w Weight:24 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD - 2-0-0 oc purlins(6-0-0 max.) BOT CHORD 2x4 SPF 1650F 1.5E (Switched from sheeted:Spacing>2-0-0). OTHERS 2x4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=202/9-8-3 (min.0-1-8),3=202/9-8-3 (min.0-1-8),4=517/9-8-3 (min.0-1-8). Max Horz 1=-58(LC 6) Max Upliftl=-120(LC 8),3=-127(LC 9),4=-237(LC 8) Max Grav 1=209(LC 2),3=209(LC,3),4=517(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-'All forces 250(lb)or less except when shown. WEBS 2-4=-363/370 NOTES- (10) 4 _ 1)Wind:ASCE 7-05; 120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. . 4)Gable requires continuous bottom chord bearing. 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. V. �. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 lb uplift at joint 1, 127 lb uplift at joint , 3 and 237 lb uplift at joint 4. a 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2'and referenced standard ANSlfTPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard r L 1 #. Job Truss - TFu—ssType QTy Ply BOTELLO 3-31-15 BC663430 �004 OMMON �5 1 A_MOHC_E125993_10/1512014 11:40:50 AM Job Reference(optional) Boise Cascade,Biddeford,ME 04005 - Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Tue Mar 24 15:45:1 2015 Page 1 ID:9R3TD9r3LSvkRP_6ndYX9TyVDj9-plNykleODzvw?3PEn6VBg_eGUnHW961dA..... Xhev r1-0 Q 8-0-4 15-6-0 22-11-12 31-0-0 $2-0-Q 1-0-0 8-0-4 7-5-12 7-5-12 8-0-4 1-0 0 Scale=1:55.7 5x6= .6.00 12 5 3x6 16 17 3x6 J 4 6 1.5x4 1.5x4 3 t 7 15 2. 18 14 4 19 M 2 8 M 1 9 [a o d 13 12 20 21 11 10 - 4x6= .4x4= 3x6= 3x6= 4x4 t, 4x6= 10-6-3 20-5-13 31-0-0 10-6-3 9-11-11 10-6-3 . LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.44 10-13 ?838 240 MT20 169/123 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.77. Vert(TL) -0.80=2-13 >460 • 180 TC 10.0 Rep Stress Incr YES W 0.70 Horz(TL) 0.11 8 n/a n/a BCLL L 0.0 ' B BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:104 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. T1,T4:2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. BOT CHORD 2x4 SPF 1650E 1.5E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SPF-S No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1625/0-5-8 (min.0-2-9),8=1625/0-5-8 (min.0-2-9) Max Horz 2=-187(LC 7) .; Max Uplift2=-729(LC 9),8=-729(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=-2696/1195, 14-15=-2577/1204;3-15=-2440/1228,3-4=-2354/1182,4-16=-2201/1201, 5-16=-2194/1218,5-17=-2194/1218,6-17=-2201/1201,6-7=-2354/1182,7-18=-2440/1228, 18-19=-2577/1204,8-19=-2696/1195 BOT CHORD 2-13=-868/2287, 12-13=-402/1508, 12-20=-402/1508,20-21=-402/1508, 11-21=-402/1508, , 10-11=-402/1508,8-10=-868/2287 WEBS 5-10=-360/941,7-10=-675/504,5-13=-360/941,3-13=-675/504 NOTES- (11) 1)Wind:ASCE 7-05; 120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C,enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-1-0-0 to 2-1-3,Interior(1)2-1-3 to 12-4-13,Exterior(2)12-4-13 to 15-6-0,Interior(1)18-7-3 to 28-10-13 zone; cantilever left and right exposed;C-C,for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. ) - 5)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7).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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 2=729,8=729. 9)This truss is designed in accordance with the 2009.International.Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. - . 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard - LLJAxe -. ca C` AIN %W BOIW Cascaft Single 14" AJS@ 20 JOISN01 Dry 1 span I No cantilevers 1 0/12 slope Wednesday,December 03,2014 BC CALC®Design Report 16 OCS Non-Repetitive Glued&nailed construction Build 3272 File Name: BC CALC Project Job Name: Uimataine Description:floor joists Address: 541 Flint St Specifier: City,State,Zip:Marstons Mills,MA Designer: Customer: Company: Code reports: ESR-1144 Misc: 4 5 2 - 3 I I i 24-00-00 BO B1 Total Horizontal Product Length=24-00-00 Reaction Summary(Down/Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live BO,2-1/2" 640/0 497/0 460/0 B1,2-1/2" 640/0 497/0 460/0 Live Dead Snow Wind Roof Live, ocS Load Summary Tag Description Load Type Ref. Start End 1000/0 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 24-00-00 40 10 16 2 wall Conc.Lin. (lb/ft) L 01-00-00 01-00-00 0 80 16 3 wall Conn Lin. (lb/ft) - R 01-00-00 01-00-00 0 80 16 4 roof Conc. Lin.(lb/ft) L' 01-00-00 01-00-00 173 345 16 5 roof Conc. Lin. (lb/ft) R 01-00-00 01-00-00 173- 345 16 Controls Summary Value %Allowable Duration Case Location Pos. Moment 4,972 ft-Ibs 93.9% 1000/0 1 12-00-60 End Reaction 4,322 Ibs 73.7% 115% 3 00-00-00, End Shear 1,31'1 Ibs 63.6% 115% 3 00-02-08 Total Load Defl. U359(0.793") 66.99/. n/a 1 12-00-00 Live Load Defl. U481 (0.591") 99.80/0 n/a 4 12-00-00 Max Defl. 1 0.793" 79.3% n/a 1 12-00-00 Span/Depth 20.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 2-1/2"x 2-1/2" '1,322 Ibs n/a 73.7% Unspecified B1 Wall/Plate 2-1/2"x 2-1/2" 1,322 Ibs n/a 73.7% Unspecified Vibration Summary Subfloor:23/32"OSB,Glue+Nail Gypsum Ceiling:5/8 , Strapping:None Bracing:None Cautions Web stiffeners required at bearing BO. Web stiffeners required at bearing B1. Notes Page 1 of 2 Single 14" AJS®20 JOISN01 Dry 1 span I No cantilevers 1 0/12 slope Wednesday,December 03,2014 BC CALCO Design Report 16 OCS Non-Repetitive Glued&nailed construction Build 3272 File Name: BC CALC Project Job Name: Uimataine Description:floor joists Address: 541 Flint St Specifier: City,State,Zip:Marstons Mills,MA Designer: Customer: Company: Code reports: ESR-1144 Misc: Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(U480) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume Member is Fully Braced. output as evidence of suitability for ComComposite El value based on 23/32"thick OSB sheathing glued and nailed to member. particular application.output here based P 9 9 on building code-accepted design Design based on Dry Service Condition. properties and analysis methods. Deflections less than 1/8"were ignored in the results. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation.\n\nBC CALCO,BC FRAMER®,AJS rm, ALLJOISTO,BC RIM BOARDT" BCl®, BOISE GLULAMT'",SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. r Page 2 of 2 y REScheck Software Version 4.6.0 Compliance Certificate Project Wellington Soares - Energy Code: 2012 IECC Location: Centerville(Barnstable), Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,851 ft2 Glazing Area 10% Climate Zone: 5 (6137 HDD) y Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 44 Point of Pines Ave Wellington Soares William Liimatainen Centerville,MA 02632 02632 William Liimatainen,Builder 541 Flint St. Marstons Mills,MA 02648 508 428-9303 willy101@comcast.net I Compliance: 1.8%Better Than Code Maximum ILIA: 387 Your UA: 380 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1:Flat Ceiling or Scissor Truss 2,851 38.0 0.0 0.030 86 Wall 1:Wood Frame, 16"o.c. 2,553 20.0 0.0 0.059 134 Window 1:Vinyl Frame:Double Pane with Low-E 206 0.300 62 Door 1:Solid 35 0.350 12 Door 2:Glass 41 0.300 12 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,851 38.0 0.0 0.026 74 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date .0 Project Title: Wellington Soares Report date: 1.1/24/14 Data filename: C:\Users\Bill\Documents\REScheck\Wellington.rck Page 1 0f 8 REScheck Software Version 4.6.0 x Inspection theckiist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software y Text in the"Comments/Assumptions"column is provided'by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separatetable, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? . Comments/Assumptions & Re .ID 103.1, ;Construction drawings and ❑Complies= 103.2 documentation demonstrate § ❑Does Not [PR1]1 :energy code compliance for the ( :building envelope. ❑Not Observable IEJNot Applicable 103.1, ;Construction drawings and ❑Complies ; 103.2, :documentation demonstrate' ❑Does Not 403.7 :energy code compliance for [PR3]1 :lighting and mechanical systems. ❑Not Observable 4 ;Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. 302.1, Heating and cooling equipment is; Heating:. ; Heating: ;❑Complies ; 403.6 sized per ACCA Manual S based : Btu/hr 1 Btu/hr :❑ 1 r [PR2]2 on loads calculated per ACCA Does Not . Manual j or other methods Cooling: r.. ; Cooling:' ❑Not Observable :Btu/hr ; Btu/hr 1❑Not Applicable 1 approved by the code official . , , . , . Additional Comments/Assumptions; r Y^ a ^e a .fit. •� -� .q. i t t °�.e * , F , y }_ High Impact(Tier 1) ` : 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3)°1 - Project Title: Wellington Soares Report date:' 11/24/14 Data filename: C:\Users\Bill\Documents\REScheck\Wellington.rck Page'2 of 8 2012 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies ; [FO11]2 protect exposed exterior insulation ;0Does Not and extends a minimum of 6 in.below: grade. ;❑Not Observable ❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. :❑Does Not ' ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Wellington Soares Report date: 11/24/14 Data filename: C:\Users\Bill\Documents\REScheck\Wellington.rck Page 3,of 8 Section Plans Verified Field Verified # Framing!Rough-in Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, :Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 EDoes Not ;table for values. [FRl]1 ;[]Not Observable ❑Not Applicable 40211, ;Glazingupactor(area-weighted U- U- ;❑Complie"s ;See the EnvelopeAssemblie_s 403.3.1, average). IODoes Not ;table for values. - - -- 462.3.3, I 402.3.6; ,ONot Observable ; 4025`"` 1QN6t Applicable [FR2]1 303.1.3 ;U-factors of fenestration products r " ❑Complies ; [FR4]1 :are determined in accordance ODoes Not :with the NFRC test procedure or - `— taken from the default table. ❑Not Observable ❑Not Applicable ---- ----------- --- - 402.4.1.1 ;Air barrier and thermal barrier - Comp es [FR23]1 :installed per manufacturer's ❑Does Not instructions. ❑Not Observable , ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ; [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA MDMA/CSA 1011I.S.2/A440 ;or has infiltration rates per NFRG nNot Observable 400 that do not exceed code '� ❑Not Applicable 402.4.4 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm 7 I leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 ;Supply ducts in attics are ; R- ; R- ;❑Complies ; [FR12]1 ;insulated to zR 8.All other ducts R- R- ;❑Does Not in unconditioned spaces or I I :outside the building envelope are I ❑Not Observable :insulated to 2zR-6. ; ,;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 :air handlers,and filter boxes are ❑Does Not '. :sealed. ❑Not Observable ; ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 $ducts or plenums.. ❑Does Not ❑Not Observable } IE]Not Applicable -R=- - -' - - ;❑Complies ; 403.3 HVAC piping conveying fluids R- ' ffRll]2-- above 105'F or chilled fluids I UDoes Not below 5- 5°F are insulated to zlk- ❑Not Observable. -- � � �❑Not Apphca6le- - — — --- —on - —p - 403.3-T--;Protection of insulation-on `"` � '_ � _ ❑Com lies`-'- [FR24]1 ;piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes_ are insulated to R- R- ;❑Complies [FR18]2 zR-3. :❑Does Not 8j ❑Not Observable I l ;0Not Applicable 1 High Impact(Tier 1) 2 Medlum Impact(Tler2) 3 Low Impact(Tier 3) Project Title: Wellington Soares Report,date: 11/24114 Data filename: C:\Users\Bill\Documents\REScheck\Wellington.rck Page 4 of 8 Section # Framing/Rough-in Inspection Plans Verified v - Complies? Comments/Assumption &Req.ID Value Value Field Verified s 403.5 Automatic or gravity dampers are ❑Complies' [FR19]2 installed on all outdoor air s ❑Does Not intakes and exhausts. ❑Not Observable 4 P ❑Not Applicable Additional Comments/Assumptions; 9' 44 I' _ • .i r 3 �t',' 1. y s Ya! Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & RegJD 303.1 JAII installed insulation is labeled ❑Complies [IN13]2 orthe installed R-values cc ❑Does Not provided. _ " ❑Not Observable 4 ❑Not Applicable 402.1.1. ;,Floor insulation R-value. R- R- ;❑Complies ;see the Envelope Assemblies 402.2.6 El Wood ❑ Wood :❑Does Not table for values. [IN1]1 ; � ❑ Steel �❑ Steel ;❑Not Observable ❑Not Applicable 303.2, :Floor insulation installed per ❑Complies ; 402.2.7 ;manufacturer's instructions,and ❑Does Not [IN2]1 :in substantial contact with the ❑Not Observable underside of the subfloor. ❑Not Applicable 402.1.1, 1Wall insulation R-value.If this is a l R- R- ;❑Complies (See the Envelope Assemblres— 402.2.5, :mass wall with at least Y2 of the ❑ Wood ;❑ Wood :❑Does Not table for values. 4021A :wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exteriof,the exterior insulation ; _- ; ;requirement applies(FR10). ❑ Steel ;❑ Steel ❑Not Applicable. ; 303.2 ;Wall insulation is installed per , ❑Complies [IN4]1 :manufacturer's instructions. - ,'s ❑Does Not _ ❑Not Observable ❑Not Applicable Additional Comments/Assum,ptions: - y - • , . i III `- 1. High Impact(Tier 1) T2TMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Wellington Soares Report date: 11/24/14 Data filename: C:\Users\Bill\Documents\REScheck\Wellington.rck Page 6 of 8 section. Verified Field Verified # Final Inspection ProvisionsTipla_ns Complies? Comments/Assumptions &Req.ID Value, Value 402.1.1, :Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑'Wood' ❑ Wood ❑Does Not ;table for values. 402.2.2, 402.2.E ` ❑ Steel +'❑ Steel ❑Not Observable [FI1]1 ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ,;' , ❑Complies `. 303.2 :manufacturer's instructions. R ❑Does Not [FI2]1 :Blown insulation marked every 300 ft2. y ," ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable _ ❑Complies ; [FI22]z insulation include baffle adjacent " x ❑Does Not- to soffit and eave vents that extends over insulation. ,_•.a g; []Not Observable r - ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Com lies [FI311 insulation zR-value of the '' ❑Does Not! :adjacent assembly. ; + ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa.<=5 ACH 50 ACH 50 jElComplies [F117]1 :ach`in Climate Zones 1-2,and I :❑Does Not <=3 ach in Climate Zones 3-8. L ❑Not Observable ❑Not Applicable 403.2.2 = , ;Duct tightness test result of< 4 .cfm/100 cfm/100 ;❑Complies , [F14]1 ;cfm/100 ft2 across the system or ft2 -ft2 ❑Does Not <=3 cfm/100 ft2 without air { handler @ 25 Pa.For rough-in - '„ ❑Not Observable ;tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 1 "• 403.2.2.1 ;Air handler leakage designated ��" �. ' ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable ' : . mm ❑Not Applicable 4 403.1.1 Programmable thermostats ❑Complies [F19]2 installed on forced air furnaces. ❑Does Not W... , []Not Observable u t _g ❑ .� . •$: -.°. Not Applicable •� ., 403.1.2.' Heat pump thermostat installed N . ❑Complies ,. [Fl10]2 on heat pumps. T ❑Does Not , ❑Not Observable,., w ° ❑Not Applicable 403.4.1 Circulating service hot water - " ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ' b ❑Not Observable*:, ❑Not Applicable 403.5.1 All mechanical ventilation system •' , 7°g ❑Complies m��. [F125]2 fans not part of tested and listed t ,- ❑Does Not HVAC equipment meet efficacy ` and air flow limits. "� hk`., t_ ❑Not Observable ; c ❑Not Applicable 404.1 ;75%of lamps in permanent..` , a ❑Complies + [1`16]1 Mixtures or 75%of permanent A-4 a s ❑Does Not -Mixtures have high efficacy lamps ' l� �.�.� .� u4 ° ❑Not Observable-I. ;Does not apply to low-voltage PP ❑Not Applicable ,. ;lighting. i e 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project'Title:Wellington Soarer � _ `fieport-date- 1//24114 , Data filename: C:\Users\Bill\Documents\REScheck\Wellington.rck ', Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 Fuel gas lighting systems have ❑Complies ]FI23]3 no continuous pilot light. `4 ❑Does Not s•= _ a ❑Not Observable - ❑Not Applicable 401.3 Compliance certificate posted. _ ❑Complies 1(1`I7]2 ❑Does Not []Not Observable ; ❑Not Applicable 303.3 !manufacturer manuals for JE]Complies ]FI18]3 (mechanical and water heating ,: ❑Does Not � systems have been provided.� []Not Observable ; • ❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Wellington Soares Report date: 11/24/14 Data filename: C:\Users\Bill\Documents\REScheck\Wellington.rck Page 8 of 8 2012 iEcc. Energy Efficiency certificate a Above-Grade Wall 20.00 Below-Grade Wall 0.00' Floor 38.00 Ceiling/Roof 38.00 ; Ductwork(unconditioned spaces): Window 0.30 •3 Door 0 - Heating System: Cooling System: a. Water Heater: w Name: Date: Comments 1 � f NOTES c s, �. ,;SYSTEM (RiROFIL'E; 1!DAIULOIa IBASmMON:wEODA NEF iLAKEi DATUM; T.O.F.AT EL.'43 IACC65'COVER'TO WIIHDPaf OF RN.:GRADE L(NOrm BONA! t!47'INSPECTION IPORTFT0'GRADE) I AOCESIT Ri(WATERIImmn ' MAGNE'IK::TAPE OVER A4.MCOMPONENI"' L2!'WNIOPAl IWA1ER II9;AVAILABLE 43J0' I WITHIN IaTOF'RN-'GRADE: ) I!s!MINRTUMIPIPEIRICHITO'.BEIIf IPFR:'FOOT! VIIa1fUM!:79'�OF:iarvEN OVER PRECAST I'/ � _ F .21TISLOPE'f�000IED OVER ISNi1FM f IY NOTE MIN.WAlL R111CIO1E55.3• IU UNITS ITDI E WASHO(H+ALU'PRDDO�:IPRELAST I�( i / I I•.r: {[ Y ANN,APE ILFTL `:3.DOUBLE WASHED PFASIONE I1NR51.1018E AA910!N.1Ci I 41 39' I [ FOR! 1' ! PROPOSED ,cn �� I' 41 Di, I.S!NPEt DINTS TORBE,MADBIWATERTIOHVI /t7� 1 �I I' FG.WLN SEPTIC @40118' ( ), 6 CONSTRUCTIONIDE4NLS MIBE1w.ACCORDANfEE 41.13' TANK 1 " 111 j' WLTN13101CMR Ta DDO(ITITE)6.) (H-�-) I�' 40.77 14060' 4058 170.TNIS'.PLJW!IS IFT7it PROPOSED)WDRK.ONLYOAND 2 t COMPACTION.( ()) I i112 YIN:tD1T.'OW; ': ) 40'�D, 1NOT1'TOIaE��DaED!FOR 190T'WIEIBTANMGIQt1ANY 6•MIN.SYMPI U' I (-1<SIOPA B'CRUSHED STONE OR MECNAN�' a' IOTWERF PURPOSE. ON. 19.221 3 ( q'. } ) IB'PIPE'FOR 9EPTC 9Y9T�1'TO16p1:Y4p:.4'fPVC. DERTIIIOF'FLOW i�q SLOPE) I TEE EIZEs: 3 4""T0.'T:/2"DOUBLEB:WASHED!STONE q I9!00MRONENTSIIHOPT019B1BACICFOIEDiCH 110T. L( t '� ICONCEALEDIIMIHOUITIINSPECTION IBY BOARD OF 11 I I IINLETI OEPTN _ !. IOONCEI IANO PERYISSWIOBTAINED!FlTOM IBOAIAI OUTLET IDEPTH.. 74• :OF WEALTH1'1 r 1410.I CONTRACTOR)SMALL)BEI RESPON98LI F'ORI ( M I S I I)pEACHIMG:i 5Y0. ILOWa-D'!MAP 1F,OUNDAiION-113" =.SEPTIC TANK- 1t D'I:BOX `S'3 ,cACWNCIDwsAFE'.'.gases 7t4r72171u1D I'.. LIFACILITY{ I.VERIPANG THE TIONIOFUALCI RGROUND14 aINOT!TO.SCALE: f " ' fc IOVEPolEAD UDUDESIPRMRITDfO*WMCE1@NT:OF . P1010C nASSESSDRSIMAP..''21GRARCEL.104'002 - (I IAV ANYIUKSNTABL'EIMATERIAU:E"COU TERE01 p�± . HIGHESFWATER LAKE.`EL:35.O' !'SMUPtBEREMOVED;V!SEWATNI'AND!AROUNUITHE' f'Z.!II�IIIfIl71 S.l1AVIM°,4F3Y I PROPOSED LFAOIINOIFACLLITY. ! _ I)�• iro1 NMr IUI O JSr'AT TIME ZONING::D751RICT:1' -1"iffiSIDENRIAL`i DISTRICT .. �I „ r. '. !CO T�SIIALLROF INA�CW,. Y; iMIN,LOTISIZE L'431560ISY.. LEGEND � �,_ � ��� ,. )LAIN'l07 FRONTAGE' 620 1 "COIOIFD710N51 9APPROIRO ` eMIN LOTIWIDTHI [125' . -99- msnNe`cOrrcouR .. Pi I' . - iMIN'FPONT SETBACIC 130, - X r I E1esr.esror'ncv. n 1p t_ - AQN:.SIDE SETBACK; I.10' -(99]- PROPOSED` I COMRDUR' II ....:..' )MAX.EAR;iE HEIGHT C30, 3Y 1 4\ LROCK WALL/ TTMrm m 4] va9s 'sPot ELI'. (� r (39]- T I ' �.. µ SStTEAS9L30CATEDIIyNTMINIES7EIARINEI ' tEsr NokE S'PROTECTION I OVERLIAYI DISTRICT' SLOPE OFtMDUNO _ 1 CQi UOUTYIBOLE ) I' .!-SEPTIC DESIGN yCARSAGEMISPOSEROIA NOT ALILOWEDI MEM9RAM rmD lm Na snoTla raVwrDw w PwwYO L' 1 I,.r'j O DESIGN FLOW.1 a 4,i BEDROOMS l('UMGPD)•'=.�.440,GPD - II20.D031S S. 'S ') - � �• I)4 /� ' (BSE4A'.44D1 PO DESIGN:FlAWL _ 1 � III :SEPTI�TANK:!440'GP.DII( ! 2 )Ie(8801 TEST,HOLE I LOGS ( 1 (O rO�i ( I I) GARAGE.' t I I DSEitA`U0L GALLONiSEPTIC(TANK I M.S. FARIA,SE: ENGINEER: I� ,( 116EACNG: r !iN/AED BARRY ISIDES;lWITNESS: amN151 ra);? .- 444 DATE: 10/22/89 BOTTOM: I<SiMIN/NCH 600PERC. RATE L SF I�4 GPD' P��s'9572i 1 USE-124ROWS OF 9 STANDARD'-0UICK1141INFILTRAT ORS?.EA CH WIC CLASS SOILS' 3 STONE ATi 5DES 3:3`?:BETWEENi'ROWS",ANDg;2i01+A7 ,:�� ' i ENDS{ , T L'OTSI1/2 15j - (� (6) ELEV. gg10,. ' 4L:L': g f I 0' / `.- ,: ! " `.. •. $ 3 ;I., ✓ Oo„ '.{� II'. I THt� �.i r 0/A ` �. /A Y.� �' II I Ij FI II. TFI :.FHA g• 10YRL 4/1 g (tOYR 4 1 A ( APPROVED DATE (BOARD COF#IE'/J. T, - P Ti4 'ILIE.i 5,eil�1fE.BIF�L1R1N1. F IB (IIIIOYR IS/8 •.••,.•�,1. Lyl r - B B 1 10YR 4/8 r LS � I i_I I -,I, •...",�`; " � IC��N6TfEtr�l1�/II.LE4�; (�V.IAII LS I 24' 39.5' 24 . POINT ECOF-I'IIDIINES, AN {p MS \ I ii ( r 80 !r•2:5Y 6/3 p PROPOSED"4;BEDROOMI7 +I PRERAtiEDiFOR . C C2 !SEPTC SYSTEM DESIGN'. PER PLAN DATED[ ! I I wv I I. y Y. .',) . ® MED/cos It MED/cos 5/231081 BY DOWN) a I:;0,• 7:. VI✓ELLIN�G I pN 1Y WS.@U#I EsIS MED 5 6 2.5Y5 6 F CARE ENGINEERING,'INC. ' 2.5 / 96T` / I BENCHMARK) ( r.•` IELA DANAIEeI' ..DATE:;1 OCT013ER 114.1 20141 IOYR 5 8 1HYDRANT TAG . t nNLA MEDCOS i BOLT#616 8 I• '` � 'AL +1etdv Ni 5s098aO Psg6aaCstO=-4a9-e4mDt izas ORAEL %rI ELEV 481 120• OS 31.5i , t 2.5Y 6/3 � k �Q11!D'ill!! raarMl�linlr: ' 150• 29.0; 168t' 30_0' 1S-1.1'a 20' 1 r FI`L- 1.. I !q/!`d SK19VB /3 -IINO WATER I � - 44 8S9 tAI0/n Seneet(;(Rte Il16A DCE #14- 264' 0 3C ;D c e7 2ET DATE: DANIEL A.!OJALA;I P..E,IPiC1S_ KAR6IOUTNP.ORTd AMA; IO2B73 I t40264CSOARES.DWG: BoteHo Lumber .26 Bowdoin Rd Mashpee,MA 02649 BOLO® 508477 3132 III��I�II�III�III0111111�IIIII�1�11�11�11810�I�1 Fax:508 4774279 LUMBER COMPANY ` QUOTE 1410-139179 PAGE 1 OF 1 SOLD TO JOB ADDRESS ACCOUNT JOB LIIMATAINEN,WILLIAM ROOF AND FLOOR JOIST 16405 0 541 FLINT STREET 026480000 CREATED ON 10/16/2014 MARSTONS MILLS MA 02648 428-9303 EXPIRES ON 11/16/201.4 BRANCH 1000 CUSTOMER PO# STATION CS12 CASHIER -MVP SALESPERSON RD -ORDER'ENTRY MVP MODIFIED BY Item Description Quantity UAW Price Per Amount SPL ROOF TRUSS PACKAGE 1r'EACH 7260.5000 EACH C07400.50 SLF AJS20 2-1/2'X14"FLOOR JOIST ' 322 LNFT 2,3000 LNFT .60 23-14' � SLF 1-1/8°X14"RIMJOIST, 108-y6NFf .. 2 3500 LNFT 253:80 CC)) t'(B Subtotal 8,254.90 MA 6.25% Sales Tax 515.93 Total 8,770.83 Signature Apco Extruders, Inc. Edison, N-J, SPEC SHEET FOR CONSTU'CTION SHEETING Thickness/MILS. Dart Impact. wVTR PERMS' METRIC PERMS 1. 40. 1.40 .76. 50, 2 85 .70 .38' 25 3- 125 47 .25 .17 1 . 4 165- .35 .19 .12 5 205 28 .15. - 10 6 260 .23 .13 ..084 -:f f Apco Extruders, I_ c. 180 National Rd. Edison, NJ 08817 Phone# 732-287-3000 / Fax# 732-287-1421 Specifications for. various size construction film Material: High impact, Low Density Polyethylene Size: Available in widths ranging from 2 ft. -= 35 ft Available in all lengths. Colors: Clear, black, fire retardant natural, white Gauge: Available gauges from .001----0020 mil. Certification: All Polyethylene sheeting ,manufactured for use in agricultural and construction applications. Material is manufactured to meet the minimum physical: property requirements AI- sl required by, ASTM standards; D4397, E154-88 with; reference and including ASTM: C1689 1)8289 E84, E96 and E241 M.S.D:S. on lour.resins available upon request. A.pco Extruders, Inc. 180 National Rd, Edison,.NJ 08817 - Phone# 732 287-30001 Fax# 732=287-1421' Specifications for various size construction film: Material:,:.High impact, ow Density Polyethylene Size: Available in widths ranging from:- 2 ft. -- 35 ft Available in all lengths. _ Colors.: Clear, black, fre retardant,natural, white Gauge: Available gauges,from .001--. -.020 mil ~Certification: All Polyethylene sheeting manufactured for use in agricultural and construction applications. F Material is manufactured to,meet the minimum physical` property requirements, as required by,ASTM standards:` D4397, E154-88 with reference and including ASTM: C1681 D8281, E841, E96 and E241. ` M.S.D.S. on our resins available upon request. ; ,r 03/1.2/2009, 12:39 7322871421 APCO:EXTRUDERS PAGE 03/16 - - Material Safety Data Sheet PRODUCT NAME: Quantum Chemical Corporation US1 D(vi.'0on POLYETHYLENE 11500 Northlake Drive;Cincinnati, OH 45249 /� r� n informailon.Rlione:(513)530-6500 Ext. 69 (CAS '��o2^8i3'4) C1IEMTR'EC: ( t7 000)424.9300 This product is hol considered hazardous under the following laws and legislation:OSHA•s Sub Pall Z list;ACOW 1984•005.TLV list; NiP Third Annual flepotl; [ARC Monographs Supplement d. The information on'this Sheet is 1whished as a customer service.to aid in the safe.handling,of 1116 product.Quantum Chenlical Corporation, USI Division recommends that the following inlormalion ve made available-to any and all parties who play collie in contact with the product. 1. Health Polyelhylene resins constitute no.significant health hazard.in,normal commercial use. For "Regulated" uses,such as,FDA. your Ouantuni Chemical Corporation, VSI Division sale representative can obtain compliance letters for specific resins Good housekeeping practices should be followed to c.ntfol or eliminate dust accumulation at all ainiea _ Wbf"fs should be.0citected from fhe possibility of skin or eye contact with mollen polymer.Safety glasses and appropiiale p/oiectivo clothing are suggested as a.minimal precaution to,prevent possible mechanical or thermal injury, Vapors may bo emilled lion)polymer during mollen operations. Ventilation should be provided to . reduce of eliminate exposure to lumes.generaled during processing. 2. Combustibility Product will burn if heat souices arepreseO with air supply. Burning material will produce gases' and vapors that are hazardous. 3. Fire Precautions = Use dry chemical or water fog extinguishing,media.for fires involving this material,do not enter any closed or confined space without proper plolecGvo equipment, including self-contained breathing apparatus.. tn'f:e Dust ,Explosion: :.. Normal commercial handling of resins may result in the generation of dust and fine particulate, . matter which has the potential for dust explosion.Thereloie,good housekeeping and dust control is recommended ai'all_times, 5.. -Disposal Methods Dispose of according to local,stale, and federal regulations: lho.in►otmation on this sheet is.to out best knowledge,true and accurate.llty mi.since conditions of use ate beyond Out cantiol.all recommendations or suggeseons ate presented without guarantee or responsibility on our pail.We - - disclaim all liability in connoclion with the use of.information contained herein of otherwise.Ail tisks of such use are _ assumed by the user.Furthermore,nothing contained horein ahall be construed as an inducement or recommendation to use:any process or to manuracluro a use any ptodud In conlikt with exi ming of future patenis. 03/12/2009 12:39 7322871421 APCO EXTRUDERS' PAGE 04416 oupoH1am - wr, DuPont Polymers POL001 Revised 14-SEP 1998 Printed 17-MAR-2006 DUPONT PQLNT CHEMICAL PRODUCT/COMPANY IDENTIFICATION Material Identification Corporate MSDS Number OU008.125 �. Tradenames and Synonyms POLNT POLNT-MB N Company Identification MANUFACTURER/DISTRIBUTOR DUPONT PACKAGING & INDUSTRIAL POLYMERS 1007 MARKET STREET _ WILMING' DE 19888 PHONE NUMBERS Product Information 1-(800)44.1-7515 Transport Emergency 1-(800)424-9300 Medical Emergency 1-(800)441-3637 COMPOSITION/INFORMATION ON INGREDIENTS components Material CAS, Number % ETHYLENE-VINYL ACETATE POLYMER >99. *VINYL ACETATE 108-05-4 <0.3 METHACRYLIC ACID 79-41-4 <0.3 Loisclosure as a toxic 4nenical is required under Section 313 of Title III of the.Superf unit andments.and Reauthorization Act of 1988 and 40 CFB part 372, - - -- HAZARDS IDENTIFICATION. Potential Health Effects ADDITIONAL HEALTH EFFECTS ACUTE OR IMMEDIATE' EFFECTS : ROUTES OF ENTRY AND SYMPTOMS (Continued) 03/12/2009, 12:39 7322871421 APCO EXTRUDERS PAGE 05/16 HAZARDS Ji? NTMCATION(conunuea)•. INGESTION The oral LD=50 in rats using one type of; Ethylene-Vinyl-Acetate Polymer is in excess of 1000 milligramyer kilogram of body weight. Two week metabolic tests with dogs .and rats showed that no significant :amount of 'polymer was retained by the animals, 90-day feeding studies in rats showed that Ethylene-Vinyl Acetate resins have low toxicity. Slight liver effects were seen in animals fed diets containing 10% Ethylene-Vinyl Acetate; ,no effects were seen with diets containing 5% Ethylene-vinyl Acetate_ Overall, no. .important body systems. or organ dysfunction occurred at either dose level. SKIN No data are available. However, based on experience with. handling these polymers, contact.with resin may cause. mild irritation of skin. Molten polymer contacting the skin will cause thermal burns. " EYE -Contact: with processing vapors may cause severe eye irritation. INHALATION Polymer is not respirable As marketed. At processing temperatures above 200 C (392 F), fumes irritating to the eye; nose, and throat may be.produced. Exposure may result in redness, tearing, and Itching. in the eyes together with .soreness in the nose and throat with coughing. MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE None. 'known. Carcinogenicity Information The followng. components are listed by LARC, NTP, OSHA.or ACGI'H as carcinogens_ Material IAAC NTP OSHA ACGIN VINYL ACETATE 28 FIRST AID MEA.SUI2FS ' First Aid INHALATION No specific intervention is 'indicated as the compound is not likely to be hazardous by inhalation. Consult a physician if necessary. If exposed to fumes from overheating or combustion, move to fresh air. Consult a physician if symptoms persist. SKIN CONTACT The compound is not likely to be hazardous by skin .contact, but cleansing the skin after use is advisable. If molten polymer gets on skin, cool rapidly with. cold water, Do not attempt to peel polymer from skin. Obtain medical treatment for thermal burn_. EYE CONTACT In case of contact, immediately flush eyes with plenty of water (Continued) 03/12/2089 .12:39 7322871,421 APCo EXTRUDERS PAGE 06/16 FIRST AID I&EASURES(Condnued) for at leash 15 minutes. Call a physician. INGESTION No specific intervention is indicated as compound 'is not likely to be hazardous by ingestion• Consult a physician if necessary.= FIRE FIGHTING MEASURES Flammable Properties 260 G (500 F) Cleveland Flash Point Method open Fire and Explosion Hazards:. The solid polymer can be combusted only with difficulty; Hazardous gases/vapors produced in fire are aldehydes,, acetc:- acid, and, carbon monoxide. Extinguishing Media Water, Foam, Dry Chemical; CO2, Fire Fighting Instructions Wear protective clothing and use self-contained breathing equipment to protect from fumes.. ACCIDENTAL RELEASE MEASURES Safeguards (Personnel) - ° . FIGHTING:MEASURES arid -HANDLING (PERSQNN,Et) NOTE: Review FIRE sections before proceeding with clean-up. Use appropriate PERSONAL PROTECTIVE EQUIPMENT during clean'-vp- . " Spill Glean Up Sweep op to avoid.slipping hazard. RANDLING AND STORAGE Handling (Personnel) See FIRST AID and PERSONAL PROTECTIVE EQUIPMENT. SECTIONS. Storage Store in a cool, dry place. Keep container closed to prevent contamination. P—"I 83/12/2009-32:39 7322871421 APCO EXTRUDERS PAGE 07/16 E7GPOSURE CONTROLS/PERSONAL PROTECTION Engineering Controls Use. sufficient ventilation to keep employee exposure below recommended limits. - P.ersanal Protective. Equipment ' EYE/FACE PROTECTION Wear "safety glasses. Wear .coverall chemical splash goggles and face shield when possibility exists for eye and face contact due to splashing or spraying of molten material. A full face mask respirator.. P provides protection,from eye :irritation. - -RESPIRATORS - = A NiOSH/M A. approved:air purifying respirator with an,organic vapor cartridge with 'a dust/mist filter maybe permissible under certain circumstances where airborne concentrations are expected to exceed exposure limits., Protection' provided by air purifying. respirators is limited. Use a positive P. ressure air -supplied respirafior if there is any ,potential for an uncontrolled release exposure levels are not known, or any other circumstances, where air purifying respirators may ,not provide adequate protection. PROTECTIVE CLOTHING If there is potential contact with hot/molten material, wear. heat ,resistant clothing and footwear. Exposure Guidelines Exposure Limits DUPONT POLN7 PEL (OSHA) Particulates (Not Otherwise Regulated) 15 mgg/m3, 8 Hr. TWA., total dust 5"mg/m3, 8, Hr TWA, respirable dust Other Applicable Exposure Limits VINYL ACETATE PEL (OSHA) None Established TLV' (ACG1H) 10 .pppm, 35 mg/m3, 8' Hr. TWA_A3 STEL 15 ppm, 53 mg/m3, A3 AEL - (DuPont); 10 ppm, 8 8 12 Hr. TWA METHACRYLIC ACD PEL (OSHA) None Established TLV (ACGIH) 20 ppm, 70 mg/m3, 8 Hr. TWA AEL * (DuPont) 10 PPm; 8 $ 12 Hr. TWA AEL Is DuPont's Acceptable Exposure omit.,:Where governmentally imposed occupational.exposure: limits which are lower than the AEL are in.effect, Sven limits.shall take precedence: (Continued), .. - POL001 n 03112/2009 11:39 7322871421 APOO EXTRUDERS PAGE 08/16 PHYSICAL,AND CHUWCAL PROPMl1'ff5 Physical Data Melting Point NA % Volatiles Negligible Solubility in Water Negligible Odor Mild ester-like Form Pellets Specific Gravity 093-0;97 STABILITY AND REACTIVITY Chemical' staWity Stable at normal temperatures and storage, conditions. Condition's to Avoid Temperatures above 230 degrees C for short residence times.: Temperatures above 200 degrees C for long residence tames. Incompatibility with Other MAaorial§ Incompatible or can react with strong acids, and, oxidizng-agents. Polymerization Polymerization will not occur. TOXICOLOGICAL INFORMATION # Animal Data VINYL ACETATE Inhalation 4 hour Ld50:- .4000 ppm in rats Skin absorption; L050: 2336 mg/kg in rabbits Oral LD50: 2920 mg/kg in rats Vinyl Acetate is a slight skin and a severe eye irritant, and, a _ weak skin sensitizer in animals_ No effects from repeated - exposure to vinyl Acetate by inhalation were observed at 100 ppm in rats_ Exposure to higher concentrations of Vinyl Acetate by inhalation caused eye irritation and lacrimation; reduced weight gain, and irritation of the respiratorytract with breathing difficulty. The effects observed in rats and mice exposed by inhalation to 200 and 600 ppm for two years include reduced body weight; :and pathological changes in the nose and respiratory . tract. Nasal cavity tumors were observed in rats but not inL mice. Research on the mechanism of nasal tumor induction in rats suggests that levels at which humans are likely to be exposed are below the threshold for effects that contribute t:o- tumor formation. Vinyl Acetate is not a developmental toxin in animals. The effect of Vinyl Acetate on reproduction in animals is not considered significant.. Genetic damage was produced in some types of cell cultures and in animals, but was negative. in other studies. No tests for heritable genetic damage were available. (continued) - - Pnr nni Paw 03/12/2009 1,.2:39 7322671421 APM EXTRUDERS PAGE 09/16 ECOLOGICAL INFORMATION Ecotoxico logical Information AQUATIC TOXICITYi No information is available. Toxicity is expected to be low based on insolubility in water.. DISPOSAL CONSIDERATIONS - Waste Disposal Preferred options for disposal are (1) recycling, (2j incin- eration with energy recovery; and (3) landfill. The high fuel. value of this product •makes option 2 very desirable for material r that cannot be recycled, Treatment, storage, transportation, and disposal must be in accordance with applicable federal, state/provincial, and.local regulations < TRANSPORTATION.INFORMATION' ShDping Information OT Hazard Class Not. regulated REGULATORY INFORMATION H U;S. Federal. Regulations TSCA Inventory Status. In compliance with TSCA Inventory requirements f:or commercial purposes.. State Regulations (u.S.) STATE RIGHT-TO-KNOW No substances on the state hazardous substances list for the states indicated below, are used in the. manufaeture of products on this Material Safety Data Sheet, with the exceptions indicated.: SUBSTANCES ON THE PENNSYLVANIA HAZARDOUS SUBSTANCES LIST PRESENT AT A CONCENTRATION OF 1 OR MORE (0.01% FOR SPECIAL HAZARDOUS SUBSTANCES)- None known-. WARNING - SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO-CAUSE CANCER, BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM- None known. SUBSTANCES ON THE NEW JERSEY WORKPLACE HAZARDOUS SUBSTANCE LIST PRESENT AT A CONCENTRATION OF 1 OR MORE (0.1 FOR SUBSTANCES IDENTIFIED AS CARCINOGENS, MUTAGENS OR TERATOGENS).- Vinyl acetate. :(Continued) .;. POL001 03/12/200,9 12.39 7322871421. APCO EXTRUDERS PAGE 10/16 on=INFORMATION Additional Information MEDICAL USE: CAUTION: Do not Use -in medical application's involving permanent, implantation in the human body. For other medical applications see DuPont CAUTION Bulletin No. H-50.102. ... " The data in this Material Safety Data Sheet relates only.to the specific material. designated herein and .does not relate to Use in combination with any other material or in any process. Responsibility for MSDS T. E. SCHROER Address DUPONT PACKAGING & INDUSTRIAL POLYMERS CHESTNUT RUN 'PLAZA 713 WILMINGTON DE 19880-071.3 Telephone 302-909-4664 P.:indicates:UPdat00 sagti0P: - y End of MSDS •03/12/2009 12:39 7322871421 APOD 04RUDERS PAGE 11/16 A.Schulman Ine 1-80¢54-Resin "it takes the.beat" FlameRetirdontTharmoplasticCompounds Technical Data, POLYFLAMO RCP 500C An.economical:flame-retardant concentrate based in l near4ow-densitypolyethylene that features exCellent dispersion and processing stability up to 5501F. `RCP 500C is recommended for use in low,linear,and Ngh-density polyethylene-It can be used with equal success in extrusion,blow molding,structural foam,and film . applications. *When RCP 500C is;let down at 8%d in LOPE,a 4-8-mil film will meet flammability criteria according to BFD IX-1 and NFPA 701. PROPERTY TEST METHOD VALUE. SPECIFIC GRAVITY ASTM D 792 116 gtcc MELT FLOW RATE ASTM D-1238 4-8 g/10 min. 'As produced and tested by ASI labs;:actual ratios are dependent on processing, thickness,dispersion,and let down resin.. Note:Wftila Cre itftnnation Herein is yefigved to bereliable and coreot nothing herein is iniewea aitd should not be tbnabued:aa a repntsertavon of - x2nanh.'-pr. or impliap,as taJeauns ob:amed or to be obUinad by&.here oily may make usa of ttis informat7on ar..4th.espacy to the ahse„co - - ,• - exmence or we laity of patent rights.if any.or others in-44ng anycornposrion or pnxeas herein reteead to or an bMVCernent or recommendation fo,r . the.4t ration at any ita:h patent riams:ana few nablitY and IiZWi ty tnerabre is disclaimed. - p GG � sm ° "c C - 7 't.a ��.{ VFW N i T. �n:v HE 4 d7cy y� n i 2 3 wng! WPM a� � �'� �.o.,_ � �'' V � •a � '.^» rip.Li C tV40 F s N, 03/1212009 12:39 7322871421 .APCO EXTRUDERS PAGE 13/16 PR R.SCHULMAN 1NC.. C5sc TO 91-7MZ2We1oa1 r.bl/yr - - 1002327.-Polyflam RCP-770C Natural Fag&i'ot 3 A. SCHULMAN INC. MATERIAL SAFETY DATA SHEET SECTION] PRODUCT AND MANUFACTURING 10ENTIFICATION Product Name: Polyflem RGP-7700 Natural Description: Custom Compounded Plastics .Item Number: 1002327., Revision Data: November 29,2000 Contact for Information/Manufacturer Identification: A.Schulman Inc. 1183 Home Ave' Akron,OH 44310 Em4ronmental,Affairs:1-800-532-7786 -GustomerService;1-800-54-RESIN SECTION<11 HAZARDOUS.INGREDIENT$ GAS NUMBER CHEMICAL NAME PEL TV1IA. Max°,b (m M3) (m /M3) by Wt 32536-52-0 8rominated Diphen l Ether 5:01 3.0 37.75 7440-36-0 Antimony Compounds 0.5 0.5 27.75 Does this product require reporting under SARA Title III?Yes Do the components of this product comply with TSCA regulations?Yes Special:characteristics or information:. Physical State of Product If this product exists as a pellet,the:above hazardous ingredients are.encapsulaied and: pose no significanfthreat to human Health or the environment.In any other physical state, potential for exposure exists.Grinding and chipping will change the physical state of the product. ' SECTIOR III HAZARDS IDENTIFICATION. Primary routes of entry are Ingestion of pellets and Inhalation of dust Ingestion is a low health risk because any potentially hazardous components are encapsulated-Inhalation of dust is a,possibility in a regrind area.Potential for exposure exceeding the PEL exists: If adequate ventilation is not available in grinding areas respiratory protection is recommended for,hazardous and/or nuisance dust. SECTION IV FIRST AID MEASURES The most probable injury associated with this product is thermal burns during processing Hot plastic can stick to skin.This can.aggravate burns,If a burn occurs cool the area as rapidly as Possible_Use cool water,not ice.If plastic is stuck to skin,do not remove it. SEEK MEDICAL ATTENTION..If dust should get in eyes use available eye wash and get medical attention,If excess dust is inhaled ge t medical gatte 'ration.If pellets are ingested, Bested. , fde://G:1QMSIMSDS Project\Firiishcd Good3W...11002327_;Polyflam_RCP.770C_Natural.ht 4/9/03 03/'1V,2009 12:39 7322071.421 APCO EXTRUDERS: PAGE 14/16 FR n.SCHULMHN INC. CSSC TO 91?321971421 r.bsirr, tw23ari.-x v,yiiiuu n+..r-„ui,rvawrnr — rugc�vi do not induce vomiting.SEEK MEDICAL.HELP. SECTION V FIRE FIGHTING MEASURES, The Hash point of.the material is over 400°F.If a fire should occur;toxic fumes and gases May be emitted.Wear self-contained breathing apparatus when fighting a fire>Carbon monoxide and other toxic substances may be in the air.Fire or explosion can occur from dust build-up.Use proper grounding and bonding techniques where dust concentrations are possible,Fight fires with water,CO2,.or dry chemical. SECTION VI ACCIDENTAL RELEASE MEASURES This product,as it is shipped to customers,is non-hazardous.if a spill should occur; sweep the material into proper containers and reuse or dispose of according to federal. state;and local regulations,if product Is spilled In open environment it can float into waterways,fish and other wildlife may mistake it for food. SECTION.VII HANDLING.AND STORAGE This product is normally shipped in gaylord boxes,These boxes should be not be stored more than three(3)high:The boxes and plastic materials will bum in the,preisence of open flame. Do not weld or use open flame where.product is stored without proper fire. fighting prevention procedures. SECTION Vlll' EXPOSURE CONTROLS&PROTECTIVE EQUIPMENT Reference Sections III,IV,.and V. SECTION VIX PHYSICAL AND CHEMICAL PROPERTIES This product is a solid pellet with a VOC content of less than 5 parts permillion.Density Will vary depending.on color and components from 0.5 to 1.5.Therefore,the product can sink or float in water depending on the properties.The product Is not soluble,in water and is odorless at ambient temperature.During heating a characteristic plastic odor will be present.Localized ventilation is recommended. SECTION X STABILITY AND REACTIVITY This'product is stable and non-reactive-Hazardous;decomposition of products can occur if overheated orignited. SECTION XI iOXICOLQGtCAL INFORMATION The following chemicals are listed as known or suspected carcinogens per the National Toxicology Program(NTP), Intemational Agency for Cancer Research(IARC),or California Proposition 65: Antimony Trioxide(Antimony compounds) Arse nic(inorganic), Cadmium compounds Carbon Black Chromium compounds Di(Ethylhexyl)Phthalate Lead Compounds Nickel compounds Crystalline Silica - If any of these chemicals are present in reportable weights,within the product;they will be, file://G:1QMS\MSDS Project\F•inished Goods\M.:.U002327 -Polyftam_RCP-77W-..Naft1W.hT 4/9/03 83/12/2009 1.2:39 7322871421 APCO EXTRUDERS PAGE 15/16 FP P.S0kXMPN INC. CSSC T0 917322871421. P.04607 - - - - fisted:on.Page 1,Section II. SECTION XII, ECOLOGICAL INFORMATION Refer to Section VI: SECTION Xlli DISPOSAL MEASURES This Product is-non-hazardous as it arrives,if grinding occurs,some of the encapsulated components may present an environmental disposal problem.Refer.to applicable federal, ~ - - state,and iocai regulations. - - - - - -. - SECTION,XtV TRANSPORTATION INFORMATION This product is not:a regulated substance under Department of Transportation(DOT), regulations.All hazardous components,if any,are encapsulated; SECTION XV REGULATORY INFORMATION Reference Section It. SECTION XVt OTHER Definitions: CAS="ChemicatAbstract Number OSHA=Occupational Safety and Health Act PEL=Permissible Exposure Limit TSCA=Toxic Substance Control Act TWA=Time Weighted Average SARA-Superfund Amendments and Reclamation Act VOC=.Volatile Organic Chemical' N/E_Not Established ' - - Prep—d Ey.§mf fle:[/G;1 MSIMSD • Q S Pro•ec tlFitlishe d GoodslM...11.002327_: P61yflam_RCP-770C_Naniral.ht 419103 - 03/.12/2W3 12.39 7322871421 APCO EXTRUDERS PAGE 16/16 .A.Schuh - fn!pnru�r lirndarycr•lr•s 11/10/08 Apeo Extruders 180 National Rd. Edison,NJ 088I8 Subieci:Poiyflam(RCP 500070,1 Tiatural ASTM E-84 Testing - To wham it may concern, - The 11olyflamO RCP 506C-01 Natural material has been tested in the past in our customs?s films and have. altained the class A recognition for ASTM t-84.This would test to 0-25 on flame spread and less than 450 on the-smoke developed index. Our experience shows that using the RCP concentrate at.18722%.in a neat resin,at a typical film thickness of 6-12 mil& would attain the above test results,but the only positive way would be to ran films with -varying percentages and submit it for testing. Because we cannot control what each customer may or may not use for the let down resin,we can' recommend a loading level but there is a chance that this level may need to be increased to,pass the.test- If you have any,questions nr would like to know a laboratory for testing please contact me at 330-630- 129. Thank'You; Alan Bvcrs Business Operations Coordinator Polyfortand Polyflanl :g4r ua.!tiFrhCt�rrecr.ikmn 46ih•+3ii.t 1;v,A.•{'hood j+a.htut.+?5 r>N.s 3�U.66A�3Gt JOHN W. KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1550 FALMOUTH ROAD CENTERVILLE, MASSACHUSETTS 02632 TELEPHONE 771-9300 FAX NO. 775-6029 AREA CODE 508 e-mail:john@jwkesq.com October 23, 2014 Thomas Perry, Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, Massachusetts 02601 Re: Determination of Buildability of Undersized Lot Lot 3 on Plan Book 325, Page 33 44 Point of Pines Avenue Centerville, MA 02632 Assessors Map 210, Parcel 104-2 Dear Mr. Perry: I have been asked to render an opinion whether the lot shown as Lot 3 on the plan recorded in the Barnstable County Registry of Deeds in Plan Book 325, Page 33 constitutes a buildable lot for zoning purposes. In response to the request, I have caused the records at the Barnstable County Registry of Deeds to be researched. I have also reviewed the Town of Barnstable Zoning Ordinance. Based upon my review of the results of the search of the records at the Barnstable County Registry of Deeds and the Zoning Ordinance it is my opinion that Lot 3 on Plan Book 325, Page 33 constitutes a buildable lot for zoning purposes. This opinion is based upon the following: I . 1. Lot 3 was originally established on a plan of land dated June 14, 1978. The plan is recorded in the Barnstable County Registry of Deeds in Plan Book 325, Page 33. According to the plan, Lot 3 contains 20,062 square feet and has a width of 129.12 feet. A copy of the plan is attached hereto for your review. Also attached for your review is the Town of Barnstable Assessor's Map 210. Lot 3 is shown on the Assessor's Map as Parcel 104-002. 2. The zoning history in this area is as follows: 1958 Article 49 of the Town Meeting changed the zoning in this area to RD-1. The RD-1 District required a minimum lot area of 20,000 square feet with a minimum width of 125 feet. John W. Kenney Attorney At Law Thomas Perry, Building Commissioner October 24, 2014 Page 2 1985 Article 1 of the Town Meeting held on February 28, 1985 increased the minimum lot size in the RD-1 zoning district to 43,560 square feet. 2000 Resource Protection Overlay District increased minimum lot area to 87,120 square feet 3. When Lot 3 was created in 1978 it met the minimum requirements of the RD-1 zoning district in effect at that time. 4. The 1985 zoning change made Lot 3 nonconforming. 5. At the time of the zoning change in 1985, Lot 3 was owned in common by Frances I. Crones with abutting Lots 1 and 2 as shown on the plan recorded in Plan Book 325, Page 33. Lot 3 6. Lot 3 was conveyed on July 5, 1989 from Frances I. Crones to Jacqueline Crones. This deed is recorded in Book 6809, Page 154. Lot 3 was conveyed into ownership separate from any other adjoining lots before the expiration of the 5 year protection period provided by Section 240-91 B of the Barnstable Zoning Ordinance (Zoning Changed 2/28/85; Lot conveyed 7/5/89). It has remained in separate ownership since July 5, 1989. 7. Lot 3 was again conveyed on September 8th, 1995 from Jacquelyn I. Crones (a/k/a Jacquelyn Crones and Jacqueline Crones) to Jacquelyn I. Crones, Trustee of the Jacquelyn I. Crones Trust u/d/t dated September 8, 1995, the current owner. This deed is recorded in Book 9855, Page 007. Abutting Lots 1 and 2 8. Lot 1 was conveyed on March 26, 1990 from Frances I. Crones to Charles G. Crones, Jr. This deed is recorded in Book 7105, Page 342. John W. Kenney Attorney At Law Thomas Perry, Building Commissioner October 24, 2014 Page 3 9. Lot 2 was conveyed on July 5, 1989 from Frances I. Crones to Charles G. Crones, Jr. This deed is recorded in Book 6809, Page 155. 10.Per a note on the subdivision plan, Lot 1 is not a legal building lot. Lot 1 is to be combined with Lot 2. 11.Lots 1 and 2 were conveyed on June 18, 2002 from Charles G. Crones to Hurst M. Tasha. This deed is recorded in Book 15315, Page 126. 12.Lots 1 and 2 were conveyed on July 18, 2001 by Hurst M. Tasha to Hurst M. Tasha and Cheryl K. Tasha, the current owners. This deed is recorded in Book 25577, Page 31. Abutting Lot 4 13.Lot 4 was conveyed on December 23, 1980 (prior to the zoning change in 1985 and during the plan protection period) from Frances I. Crones to Charles G. Crones, Jr., Trustee of the Crones Family Realty Trust, the current owner. This deed is recorded in Book 3216, Page 161. Abutting Lots 100 and 101 on Assessor's Map 210 14. The abutting lots located at 52 Hayes Road (shown on Assessor's Map 210 as Parcel 100) and 28 Hayes Road (shown on Assessor's Map 210 as Parcel 101) come out of a different chain of title than the Crones property on Point of Pines Avenue. No one in the Crones family owned an interest in either of these two lots during the timeframe relevant to this opinion letter. Enclosed are copies of my rundown sheets showing the deeds to these lots from the 1970's to the present which establish that the Crones family never held title to either lot during said timeframe. Copies of each of the deeds referenced in this opinion letter are available for your review upon request. John W. Kenney Attorney At Law Thomas Perry, Building Commissioner October 24, 2014 Page 4 Based on the foregoing, it is my opinion that Lot 3 as shown on the plan recorded in Plan Book 325, Page 33 is a legally "grandfathered" lot and may be built upon for residential purposes. The lot is grandfathered because it has been held in separate ownership from all abutting lots since it was conveyed on July 5, 1989 and it meets the requirements of Section 240-91 B of the Zoning Ordinance. No opinion is rendered on the effects of Board of Health regulations and/or Conservation Commission regulations on Lot 3. Very truly yours, hn W. Kenne , Esq. JWK/bp Enclosures cc: Jacquelyn I. Crones - -- ----- __.............__.-_..-_...- ._.— r!_ci.nJ: Fct :Q_a .c _ �uf..iced- prsUr�a.C_. .s�c ¢n .._ _s_ ..,._��< ---------- _._. _o_Cffi-------_...._._ .-------------- ...... .._. ..... -- .__.._-.... .... .........._. ar/zm. ;li .r_.(ocJ rt Alma C.' iu-jvw �� .4o W�'r ._..........__.._._.__... __. _crolclS -rL .-A_ -- _. ._ ......__............ - _------. ,r __.._..___-__-._..-----__-------------------- ---------------- -- - ______._..___._/Q..S�Z_-./_a_.�l_._..-----...__-�_�._ ��--�r�uC.tc#a(r--Lh_L._�....�_+_r►�n�._face._d�--------�.___.._._r-----_.._��_-tf�_Y�—_____ (-_got 4:l r_...Q_r�s�_..1-5_Q-___�e__.t ._. ��.C. �Gl--_ r..t� ............. _.___._. -------------------- ---- ---.._. _._ - - ------------------- - (e.... -- - ..i./LZi h FP a Cra85�;-tl[707 95-09-2S 1 l :23 #049044 DEED I, Jacquelyn I. Crones, of Miami, Florida, also known as to Jacquelyn Crones and as Jacqueline Crones, for 01.00 consideration paid, grant WITH QUITCLAIM COVENANTS to myself, Jacquelyn I. Crones, as Trustee of Th Jacqu�,lyn I. Crones 1995 Trust, a declaration of trust dated ! , 1995 and recorded herewith, the land in Centerville, Barnsta le County, Commonwealth of Massachusetts shown as Lots 3, 5, 6, 7 and 9 on the "Plan of Land in Centerville, Barnstable, Mass. , prepared bfor Frances I. Crones dated June 14, 1978, CMS Associates, Inc. , recorded with Barnstable County Registry of Deeds in Book 325, Page 33.11 For my title to Lots 3 'and 9 on said Plan, see deed from Frances I. Crones dated July 5, 1989,. recorded with Barnstable y Deeds, Book 6809, Page 154; for my title to Lot 5 on said Plan, see deed to me from Frances I. Crones dated March 26, 1990, recorded with Barnstable Deeds, Book 7105, Page 343; for my title to Lots 6 and 7 on said Plan, see deed to me from Frances I. Crones dated November 1, 1979 recorded with Barnstable Deeds, Book 3034, Page 276. d Address of Granted Premisest Lot Si 66 Point of Pines Avenue, Centerville, )KA 02632; Bach of the other lots granted by v m this deed, being vacant land,- have no postal address other than their lot number, Centerville, MA 02632. aranteels Address: 7722 Camino Real, Apt. I8217, Miami, FL 33143 Witness my, hand and seal this day of 1995. , o v, p o a OidqueWn I. Crones 4► a ' via STATE OF FLORIDA o Dade County, ss. s `"_ 1995 Then personally appeared before me, the undersigned notary public authorized to administer oaths in the State of Florida, . Jacquelyn I. Crones, known to me or satisfactorily proven to me to be the person who signed the foregoing instrument, who a acknowledged to me that she executed the same as her free act and deed. [NOTARY TO IMPRINT NOTARIAL SEAL] AL JA C OWBN , Notary Public N JANICEOWEN A M mmission Expires: y. BARNSTABLE COUNT r NARY PUBLIC STATE OF FLORIDA REGISTRY OF DEED, C�MMISSIbN NO.CC35/691 A��TR��UE COPY,ATTES Yc� 9l P,M 101998 6ARNSTABLE REGISTRY OF DEEDS .1r)WK1 C AACAM, ----- - ---0— JOHN W. RENNEY ATTORNEY.AT LAW I` 12 CENTER PLACE �✓ 1550 ROUTE 29 CENTERVUY_MASSACHUSETTS 02632 !TELEPHONE 771-9300 - FAX NO.775-6029 AREA CODE SOB November 24, -1997 Mr. Ralph N. Crosson Building Commissioner Town of Barnstable 367 Main Street Hyannis, MA 02601. RE: Request For .Determination of Buildability of Undersized Lots Locus: Lots 1 & 2, 3, 4, •5, 6 & 7, , 8, and 9 Plan .Book 325, Page" 33 Point of' Pines Avenue, .CenterviTle, MA Parcel ID and Land Area: LOT MAP PARCEL LAND AREA 1 210. 104-4 .25 acres 2 210 104-3 .46 acres X. _e3 'fia 21D � 104-2 .46 acres Li 4 210 104-1 :50 acres 5 210 107-1 1.17 acres 6 210 -107-2 .77 acres 7. 210 107-3 ..7:0 acres 8' 210 • 108-4 .46 acres 9 210 .108-3 .46 acres Dear Mr. Crosson: ; I am writing to request a determination. from you that for zoning purposes, the following are "non-conforming lots" exempted from the -current .mi*nimum. lot size provisions of the Barnstable Zoning ordinance and are buildable lots: �dA� Lots 1 & 2 (Merged into One Lot) C/ Lot 3 � Lot 4 Lots 6 & 7 (Merged into One -Lot) " Lot .8 Lot 9 The facts regarding these lots are as follows: 1.. The lots were established on a plan of land dated June 14 , 1978 . . The plan is recorded in the Barnstable County Registry JOHN W..RENNEY 'ATTORNEY AT LAW 12 CENTER PLACE 1 SSO ROUTE 28 CENTERVILLE,MASSACHUSETTS 02632 TELEPHONE 771-9300 FAX NO.775-6029 AREA CODE SOS - - - December 12, 1997. Charles Crones Jacqueline Crones 66 Point of Pines 11140 Caravel Circle, . #310 Centerville, MA 02632 Ft. Myers, FL 33908 RE: Opinion Letter/Undersized Lot Point of Pines, Centerville, MA Dear Charlie and. Jacqueline: Enclosed herewith please find a copy of page 4 of my letter to Ralph Crossen dated November '24, 1.997 which was signed by Mr. Crossen. He has agreed with my opinion rendered in said letter that the lots as listed on page 4 of the letter are buildable. . If you have. any questions please do not hes ' to to-cal me - 1 ' e t y yo. r , Jo n W. Kenney JWK/wlj Enclosure Mr. Ralph N. 'Crossen November 24, 1997 Page 4 14 . The only land owned by' the Crones family in this area- is the land that was subdivided to, create Lots'1-11 shown on the plan recorded in Plan Book 325; Page 33. ' I have enclosed copies of my rundown sheets and the deeds to all of the abutting lots to establish that the Crones family never held title to these lots. . Based on the foregoing it is my opinion that the following lots are "grandfathered" and' may be built upon for residential purposes because the lots conform with Section 4-4.2 (2) or. Section 4-4 .2(4) of _the Zoning ordinance: Lot # -Status Grandfathering Provision of Zoning Ordinance 1 & 2 Combined Make One Section 4-4.2 (2) Buildable Lot 3, Buildable Lot Section 4-4.2(2) ' 4 Buildable Lot Section 4-4.2 (4) . 5 Buildable Lot Meets Current Zoning/Already Built Upon 6 & 7 Combined Make One Section. 4-4.2 (2) . Buildable. Lot 8 Buildable Lot .Section 4=4.2 (2) 9 Buildable Lot Section 4-4.2(2) Please inform me by signing a copy of .this letter *and mailing it back to me as to whether or not in your opinion thes lots may be built upon for residential purposes. Thank you for your .attention. John. W. Kenney JWK/wwl - Enclosure I agree that as of the date of this letter the' foregoing lots on plan recorded in :Plan Book 325, Page 33 located on Point of , Pines Avenue in Centerville, MA, for zoning purposes, buildable lots. / Ralph N. Crossen, Building. Commissioner Town of Barnstable Mr. Ralph N. Crossen November 24, 1997 Page 2 ` of Deeds in Plan Book 325, Page 33. The subject lots all have adequate frontage on an approved way (a copy of the plan is enclosed for .your records) . 2 . On February 28, . 1985, by Article 1 of the Town .Meeting of the Town of Barnstable, the minimum lot size for the subject area was increased to 43,560 square feet,. 3. Lot 1 was conveyed on March 26, . 1990 from Frances I. Crones .to Charles G. Crones, Jr. , the current owner. This deed is recorded- in Book 7105, Page 34-2. A copy of this deed is attached for -your reference. 4. Lot 2 was conveyed on July 5, 1989 from Frances I,, Crones to Charles G. Crones, Jr.., the current owner. This deed is recorded in Book 6809, Page 155. A copy of this deed is attached for your reference. • 5 . Per a note on the subdivision plan, Lot 1 is not a legal building lot hot 1. is to be combined with Lot 2. Lot 2 was conveyed into ownership separate from any other adjoining lots before the expiration of the 5-year protection period provided by Section 4-4 .2(2) of the Barnstable Zoning Ordinance (Zoning Changed 2/28/85; Lot 2 conveyed 7/5/89) . . It has remained in separate ownership since. July 5, 1989. 6 . Lot 3 was conveyed on July 5, 1989, from Frances I. . Crones to Jacqueline Crones, the current owner. This deed is recorded. in Book 6809, Page 154. A copy of this deed is attached for your. reference. Lot 3 was conveyed into ownership separate from any other adjoining lots before. the expiration of the 5- ye ar protection period provided by Section 4-4.2 (2). ' of the Barnstable Zoning Ordinance (Zoning Changed 2/28/85; Lot 3 conveyed 7/5/89) . It has remained in separate ownership since July 5, 1989. 7 . Lot 4 was conveyed on December 23, 1980 from. Frances I. Crones to Charles G. Crones, Jr.,, Trustee of .the Crones Family Realty Trust, the 'current owner. This deed is recorded in.Book 3216, Page 161. A copy of this deed is attached for your reference. Lot 4 was. , conveyed into separate ownership within the "plan protection period" provided by M.G:L., Chapter 40A, ,Section 6 and Section 4-4.2 (4) of the Town of Barnstable Zoning Ordinance. Neither Charles G.. Crones, Jr. , his mother Frances . I. Crones,- or his sister Jacqueline Crones is a beneficiary' of the Crones. Family Realty Trust. Mr. Ralph N.. Crossen . November 24, "-1997 Page 3 8. Lot 5 was conveyed on March 26, 1990 from Frances I. Crones to Jacqueline Crones, the current owner. This deed is recorded in Book 7105, Page 343. A copy of this deed is attached for your reference. At the time of creation of the subdivision plan, Lot 5 had-a house on it which remains to this day. Said Lot 5 also contains in excess of one acre of land and -is a separate buildable lot. 9 .• Lots 6 and 7 were conveyed on November 1, 1979 from Frances I. Crones to Jacqueline Crones, the current owner of. both lots . This deed is recorded in Book 3034, Page 276. A copy of this deed is attached for your reference.. Since Lots 6 and 7 are undersized lots owned in common ownership more than five years after the zoning change which impacted this area, they must be combined -into one building lot. 10. Lot 8 was conveyed on July 51, 1989 from Frances I. Crones to Charles G. Crones, Jr. , the . current owner.. This deed is' recorded in Book 6809, Page 155. A copy of this deed is attached for your reference. Lot 8 was conveyed into ownership .separate from any other adjoining lots before the expiration of the 5-year protection period provided by Section 4-4 .2(2) of the Barnstable Zoning Ordinance (Zoning Changed 2/28/85; Lot 8 conveyed 7/5/89) . It has remained in separate ownership since .July 5, 1989. 11. Lot 9 was conveyed on July 5, 1989 from Frances I. Crones to Jacqueline Crones, the current owner. This deed is recorded in Book 6809, Page 154. A copy of this deed is attached for your reference. Lot 9 was conveyed into ownership separate from any other adjoining lots before the expiration of the 5- year protection period provided by Section 4-4 .2(2) of the Barnstable Zoning Ordinance '(Zoning. Changed , 2/28/85; Lot 3 conveyed 7/5189) . It has remained in separate 'ownership since July 5, 1989. 12 . Lot 10 was conveyed on July 13, 1982 from Frances I: Crones `to Vincent'F. Kirsch and Margaret W. Kirsch, the current owners'. This deed is, recorded in Book• 3517, Page 188. A copy_ of this deed is attached for your reference. This lot is already built upon. No . opinion is sought on the status of this lot. 13. Lot .11 was conveyed on January 4, 1983 from Frances. 'I. Crones to Edward O'Toole and' Dorothy O'Toole, the . current owners.. This deed is recorded. in Book 3654, Page 180 . A copy of 'this deed ,is' attached for your, reference. This lot is already ' built upon. No opinion is sought on the status of this lot. Mr. Ralph N. Crossen lj. November 24, 1997 Page 4 14 . The. only land owned by the Crones family in this area is the land_that was subdivided to create Lots 1-11 shown on the plan recorded in Plan Book 325, Page 33. I have enclosed copies of my rundown sheets and the deeds to all of the abutting lots to establish that the Crones family never held title to -these lots. Based on the foregoing it is my opinion that the following lots are "grandfathered" .and may be built upon for residential, purposes because the lots conform with Section 4-4 .2(2) or Section 4-4.2 (4) of the Zoning Ordinance: Lot # Status Grandfathering Provision . of Zoning Ordinance 1 & 2 Combined Make One Section 4-4.2(2) - Buildable Lot 3 Buildable Lot Section 4-4.2 (2) 4 Buildable Lot Section 4-4.2(4) 5 Buildable Lot Meets Current Zoning/Already Built Upon . f - 6 & 7 Combined Make, One : Section 4-4.2(2) Buildable Lot 8 Buildable Lot Section 4-4.2 (2) 9 Buildable Lot Section 4-4:2 (2) Please inform me by signing :a copy of this letter and mailing it back to me as to whether or not in your opinion thes lots may be built upon for residential purposes.. Thank you for your attention.: Very truly yours, John W. Kenney JWK/wwl Enclosure I agree that as of the date of this letter the foregoing lots on plan recorded in Plan Book 325, Page 33 located on Point of Pines Avenue in . Centerville, MA, are, for zoning purposes, buildable dots. Ralph N., Crossen, Building Commissioner Town of Barnstable T.D.F. AT EL. 435' SYSTEM PROFIL TEST. HOLE LOGS ACCESS COVER TO WITHIN 6"OF FIN.GRADE (ROT TO SCALE) 4"INSPECTION PORT TO GRADE ACCESS COVER WATERTIGHT TO MAGNETIC TAPE OVER ALL COMPONENTS M.S.'FARIA, SE' / �43.0'MINIMUM.75'OF COVER OVER PRECAST (WATERTIGHT) ENGINEER:WONIN 6*OF FIN.GRACE f ED BARRY . 2><SLOPE flEOUIflED OVER SYSTEM WITNESS: I ' RUN PIPE LEVEL 2'DOUBLE WASHED PEASTONE DATE: 10/22/99 1 41.33' /-FOR IT z' PERC. RATE _ <5 MIN/INCH. g PROPOSED 1500 / 41.0' GALLON SEPTIC 40.88• // I 41.13 TANK(H- 10) �� � 1 GLASS SOILS P�J 9572 _ aAFFLE 40.77' 40.60' Rg���y�40.$B" = VARIES j (-Z%SLOPE) G'CRUSHED STONE OR MECHANICAL `•"�� o29 40.0 - "' LOTS 1/2 (5) T'aCni MMy,'aOnO 4, COMPACTION.(15.221 [21) (6) ELEV. DEPTH OF FLOW (-1 Z SLOPE) - Q 4]� -Q" 44.0' c TEE SIZE - - - J/4' TO 1 1/2" DOUBLE WASHED STONE., O/A 0/A INLET DEPTH 10 - - SL SL HO scAlE 14" - 1OYR 4 1 t0YR.4 LOCATION MAP ' OUTLET DEPTH 8" / 8" /1 - FOUNDATION 10' -SEPTIC TANK- 11 D' BOX 3' LEACHING 5.0' LS' - LS FACILITY - 10YR 4/6 I - -'ASSESSORS MAP 210 PCL 104-002 _ 39.5' 24" 10YR 5/8 -1 42.0 ZONING DISTRICT:RD-1 _ . - - - Cl ..YARD SETBACKS: . HIGHEST WATER LAKE EL. 35.0' MS FRONT 30' .60,. 2.5 SIDE. ='10' - C C2 C2. REAR = 10' ® MED/COS ® .MED/COS PLAN REF. - 36.06 - ASSESSORS MAP 210 PCL 104-001 - _ 2.5Y 5/6 .9fi. 2.5Y5/6 - FLOOD ZONE: C q48 IOYR.5/8. AP OVERLAY DISTRICT 209 GRAVEL- C3. - - _ 120" 055.WATER 31.5' MED/COS . J +39 49. - 2.5Y 6/3 . .1 LOT 3 a 150" 29.0' 168" L 30.0' 20,0031 SF au NO.WATER NOTES: ASSESSORS MAP 210 CL 104-002 +. ry SEPTIC DESIGN: 'IOARBAGE DISPOSER IS NOT ALLOWED ). 1. DATUM IS BASED ON WEOUAOUET LAKE DATUM SYSTEM +3&49 ry +l9.1D DESIGN FLOW: 4 BEDROOMS 110 GPD) =440 GPD AVAILABLE _ - j ( ) 2. MUNICIPAL WATER IS ry m 0, ' USE A�440 GPD DESIGN.FLOW' 3.MINIMUM PIPE PITCH TO BE 1/8".PER FOOT. 439�� SEPTIC TANKI 440_GPD.('?) = B80 4. DESIGN LOADING FOR ALL PRECAST UNITS,TO BE AASHO H-10 , 5. PIPE JOINTS TO BE MADE WATERTIGHT. +sa.z6 \oE` 41\ j +AOIT USE A 1500 - - ', 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS - LEPCHING�- GALLON SEPTIC TANK _ ENVIRONMENTAL CODE TITLE V. - 35.1, - N/A 7. THIS PLAN IS FOR PROPOSED'WORK ONLY AND NOT TO BE 1 .. SIDES: USED FOR.LOT LINE STAKING. .1 40 x 15 (.74) = 444 . #qq BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. PROP.4 BR A, TOTAL: 600 S.F. 444 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT \ \ DWELLING .135.5, 1 / USE 2 ROWS OF 9 STANDARD QUICK 4 INFILTRATORS EACH WITH INSPECTION BY BOARD OF HEALTH AND PERMISSION.OBTAINED _ TF 43.5' - FROM BOARD OF HEALTH.., _ iv S STONE AT SIDES, 3.3' BETWEEN ROWS AND 2.0'AT 1 a - -16. ENGINEER TO CONFIRM SOILS AT TIME OF INSTALLATION. +30.61- m 5'REMOVAL OF UNSUITABLE SOIL ENDS - 39.9 4 j MAY BE REQUIRED AROUND '1 PERIMETER OF SYSTEM IN AREA SHOWN.REPLACE WITH CLEAN MED. 41 OD ;� e' ; BAND.ENGNEFH TO INSPECT _ LEGEND 84 - REMOVAL. GINEER TO INSPECT . ,F, SUITABNTTbF SOILS A2 ME OF ®. SITE AND SEWAGE PLAN INSTALLATION,24 HOAR OPCE REWIRED 1-508-3 2-4541 100.0 PROPOSED SPOT ELEVATION - OF - \�o ERt / ��\' 13 1DoxD Exlsnnlc SPOT ELEVATION - LOT 3, #44 POINT OF PINES AV.. INSPEPORT ,00 RDN °+ IN THE TOWN OF: . Fi'. , _ PRoao$ED;CONTOUR (CENTERVILLE) BARN STABLE ' +4191 •3s. L. \\�(jS 100=EXISTING CONTOUR -PREPARED FOR;. CRONES 43.D9 P 20 0 20 40 - 60 Feel 0. BOARD of HEALTH ASSESSORS MAP 210 PCL 104-003 - ' PO APPROVED DATE MA SCALE 1" = 20' DATE: NOVEMBER 13, 1999 p32 .o0 9ENCIIMARI -}45.52 W MAIN - - REV. 5/23/08(TH NOTE).: �% HYDRANT S/0 IT SOa-Joi-4� p`�' TAG BOLT/616 - a41 .. - ' ��,Ig .•4 Q ELEv-4a16' - i..Sm Jo:-oaa9 - �°� cape engineering, Inc. oANIELA DANAIEL +e4.e9 _ A CNIL .4096 V . V CIVIL ENGINEERS Ha.eso2 'N. Na4°ee° O OAT LAND SURVEYORS � 9.Rae,AT¢a.e�m�" rH DRR 4O r7�2j/p8 99-310-3 < 939 mein A. yarmouth. me 02675 DANJEL A. OJALA, P.E., P.L.S. DATE � driveway:.... GARAGE - C� _ Deck I" • . . ,- . . .. RESIDENCE i Knockout .. • , . ,. RstePr esse Sor Kippen erg Do uble:. - r• -Pink. ;." Pleasant. Hydrangea ; s White Quickfire' P. Hydrangea. i '.. _.: • ,. Lady in Red LAWN decorative 3R Yi Bluestone. " - ;. grasses �� 1 ' sting Deck •. stepping - - - - - - - stones dentatum ; exshpghyatsn9ea Viburnum - .. Hosta Fiancee .. BLUESTONEAialea .. 1SHE ' ... 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'moo�a'�N.L 17JOioi t .a1�+fdJ.9� Ohl/ OIrd7.1N376,'�•O'd .s/G/-caowov N �� � SGS /o/ • 1.0 34avo39 \ a1 l� F -7 be 937 b'1 ON SI !v O s�!�?fr'` 1� /O -70'1' 66' "SiV b /.n701eS S�7' f-/1 P//sue op/ •� 49/v/Iva /-Pa' N if✓,86'.9/i,L-£/'Y �� SO Olq_f 1�' VS �OO.S/ _ 3 > J � p •j�'OS O%G %2 ��y N g' � f-r`7brbnba' 0� N N 0 /� � \ - /a'r�•H •�� y �� e d r•' O/Z db-riv s aoss�ssd ' Ge 107' _ �,nt�Go e• o Bs r sp /SN1oao � j's GSo 02 a ` i Y w W� ,��^�� „�� ,ii •2% r _ 0 /J �8L W E/ F>� O3a/nd3o�eloN �bi/�oo1o'a,rb/ yd C b 7 p1 �9 0 1� '45S 2 go/Oc a-�o.a J ``� V 4°�b� G2 s W � _ •� _�/v�iNd3so� �� ��1' 1 �' / \\\� i p a '�•, oH� (' '� '/O� 4� cds 6 fi 6 • .. _ s, i \ �o _ ,%sY/� i\ •gin , .. .,. �.' � + i S3oN6/A'� N ¢ - � � �� r-aniav 1a/o� - oo.> - �• _ - - �. � �/..n�` �1%y r• V � _ � , �/h�M��vs \;a�'� �a £s '6,s/z9� fifiri• ,s,� � .` •� ,. , � 0 �� / . �! Pi oil b N M a / • ' cs- 19 �m�H j NOTES SYSTEM PROFILE BASED ON WEQUAQUET LAKE DATUM �t T.O.F. AT EL. 43.5' 1. DATUM IS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) 4 INSPECTION PORT TO GRADE wequaquet ACCESS COVER (WATERTIGHT) TO MAGNETIC TAPE OVER ALL COMPONENTS 2. MUNICIPAL WATER IS AVAILABLE Lake WITHIN 6" OF FIN. GRADE 3. MINIMUM PIP E PITCH TO BE 1/8" PER FOOT. MINIMUM .75' OF COVER OVER PRECAST F 2% SLOPE REQUIRED OVER SYSTEM 43.0' NOTE: MIN. WALL THICKNESS 2" 4. DESIGN LOADING FOR ALL PROPOSED PRECAST RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE UNITS TO BE AASHO H-M 41.39' FOR FIRST 2' PROPOSED 1500 41.0' 5. PIPE JOINTS TO BE MADE WATERTIGHT. rr Locus 41.13' GALLON SEPTIC 40.88' o00 W 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE TANK (H- 10 ) GAS moo__ 40.60' 0 40.58' VARIES WITH 310 CMR 15.000 (TITLE 5.) G�eo ash p ti' BAFFLE 40.77 6" MIN. SUMP 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 12" MIN. INT. DIM. Q�Bo �` 40.0' NOT TO BE USED FOR LOT LINE STAKING OR ANY ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL o000 "� OTHER PURPOSE. COMPACTION. (15.221 [21) Rd DEPTH OF FLOW = 4 1 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Id P°S ( % SLOPE) 3/4" TO 1 1/2" DOUBLE ,WASHED STONE TEE SIZES: ,� 9. COMPONENTS NOT TO BE BACKFILLED OR INLET DEPTH = 10 CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OUTLET DEPTH 14 OF HEALTH. LEACHING 5.0' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP FOUNDATION- 13' SEPTIC TANK 11 D' BOX 3' FACILITY CALLING DIGSAFE (1-888-344-�233) AND VERIFYING THE LOCATION OF, ALL. UNDERGROUND & NOT TO SCALE OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. ASSESSORS MAP 210 PARCEL 104-002 11. ANY UNSUITABLE MATERIAL ENCOUNTERED HIGHEST WATER LAKE EL. 35.0' SHALL BE REMOVED 5' BENEATH AND AROUND THE ZONING SUMMARY PROPOSED LEACHING FACILITY. -38- 12. ENGINEER TO CONFIRM SUITABLE SOILS AT TIME ZONING DISTRICT: RD-1 RESIDENTIAL DISTRICT OF INSTALL. 24 HOURS NOTICE REQUIRED. LEGEND 13. CONTRACTOR SHALL COORDINATE ALL UTILITY MIN. LOT SIZE 43,560 S.F. CONNECTIONS WITH APPROPRIATE VENDORS. MIN. LOT FRONTAGE 20' 99 - EXISTING CONTOUR MIN. LOT WIDTH 125' MIN. FRONT SETBACK 30' X 99.1 EXIST. SPOT ELEV. MIN. SIDE SETBACK 10' -[99]- PROPOSED CONTOUR MIN. REAR MAX. BUILDINGSETBACK HEIGHT 30' 24\ 3 ROCK WALL 198.41 PROPOSED SPOT EL. \ S TH1 �1 [39] 1s32jsy� SITE IS LOCATED WITHIN ESTUARINE TEST HOLE 1\ PROTECTION OVERLAY DISTRICT 2� SLOPE OF GROUND 40 UTILITY POLE w . `, - -- __._ -� . _. c (' . _;NOT ALLOWED:SEPTIC__DESI�N. yob FIRE HYDRANT. /� � LOT 3 � ..� _._ / - .. u , .: __ _�., s � (GARBAGE DISPOSER IS _ ) ' Nora NOT srMeoLs wu►r A�F IN ow►wlNc /M N DESIGN FLOW: 4 ( GPD) GPD ,� __ BEDROOMS 110 _ 440 20,0031 SF A,.) USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD ( 2 ) = 880 TEST HOLE LOGS o� GaRAGE 2 1500 4o p _ USE A ____ GALLON SEPTIC TANK ENGINEER: M.S. FARIA, SE LEACHING: WITNESS: ED BARRY \ 00��'� `4 SIDES: N/A - DATE: 10/22/99 54.4' Q�pQ `3�J BOTTOM: 40 x 15 (.74) 444 PERC. RATE _ < 5 MIN/INCH DECK TOTAL: S.F.�w ��'� %� 600 444 GPD p j I 9572 2 USE 2 ROWS OF 9 STANDARD QUICK 4 INFILTRATORS EACH WITH CLASS SOILS P# (IV '� PAVED / ` _ 3' STONE AT SIDES, 3.3' BETWEEN ROWS AND 2.0 AT \ DRIVE i o +o cv ENDS LOTS 1/2 (5) �� "' 0) Q 6 ELEV. Q 0„ ( ) 41.5' 0" 44.0' ' ip` >> O/A O/A \ ;' '� TH 1 42 MA SL SL W APPROVED DATE BOARD OF HEALTH 8" 10YR 4/1 8" 10YR 4/1 r' B B TITLE 5 SITE PLAN LS LS N OF Mqs ya� OF Agss9c OF 24" 10YR 4/6 39.5' 24" 10YR 5/8 42.0' G ��o�' DANIEL 734, DANIEL A. A o 44 POINT OF PINES AVE C1 3�3 , k� i o OJALA OJALA� � � CIVIL Cn No.40980 MS P a F- SS,o CENTERVILLE, MA ,> 2.5 Y 6/3 o� �G'46502 ��a yoe 60 PROPOSED 4 BEDROOM o �,�� \ Fss,os L�NG�� osURv� PREPARED FOR C C2 SEPTIC SYSTEM DESIGNPER ® os MED/COS 5/23/8NBY DOWN DATED o °s, NOF WELLINGTON SOARES MED/C ® CAPE ENGINEERING, INC. gssy �� MASSgc c 2.5Y5 6 ti 2.5Y 5 6 / 0 / 96 BENCHMARK � ANIELA. yes � DANIEL � DATE: OCTOBER 14, 2014 10YR 5/8 HYDRANT TAG Yo / OJALA A. 20% GRAVEL JALA C3 BOLT #616 i CIVIL �' p No. off 508-362-4541 ELEV = 48.16' No. 02 e fox 508-362-9880 120" OBS. WATER 31.5' MED/COS P°A-� wn caAe e#7 h GIs TE�`���`` YgNFEss'0 downcope.com ASS/ONAL ECG J SURdo • 2.5Y 6/3 !J�i /i�) 7«r//tg, h7C. 150" 29.0' 168" 30.0 Scale: 1"= 20' / civil engineers land surveyors NO WATER 939 Main Street ( Rte 6A) DCE # > 4-264 0 10 20' 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 14-264 SOARES.DWG