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1019 MAIN STREET (COTUIT)
o�q l�tci t�'1 S-I- . � h�. ��� i .9� 4m-�^-e_ �o) f"�rar� �aa-7 � Town of Barnstable Building RAILN x Post7 rom tfie Street„Approved,Plans Must-be Retained on Job and this Card;Mu's't be Kept M^ IPosted Until Final I specLlon HasBeen IVlatle s r " £ ri ,te a Where a Certificate of Occupancy is Required,sugBu,ildin' shall qNcit be Ocgupied:until a Final Inspection has been made 1 e 11jit u Permit No. B-18-3165 Applicant Name: George Reinhart Approvals Date Issued: 09/26/2018_ Current Use: ' Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 03/26/2019 Foundation: . Location: 1019 MAIN STREET(COTUIT),COTUIT. Map/Lot 034 023 Zoning District: RF Sheathing: Owner on Record: REINHART,GEORGE F&STACY A Contractor;Name;` Framing: . 1 Address: 1019 MAIN STREET Contractor License 2 Est Pro ect Cost: 7,500:00 z COTUIT, MA 02635 j - $ Chimney: Description: Replace windows to match existing windows and wood steps to Permit Fee: $38.25 front door. Existing windows are old and uninsulated There will be Fee Paid $38.25 Insulation: no appearance change made to the house. n , y Date- LA Final: Project Review Req: REPLACEMENT WINDOWS AND REPAIR OF STEPSR' Plumbing/Gas 3 v Rough Plumbing: - w-• Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Gas: �, x All work authorized by this permit shall conform to the approved application a`nd 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 acid codes. Electrical 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. Service: ..n The Certificate of Occupancy will not be issued until all applicable signatures b, Vthe.Bii ldmg and Fire Officials are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work:' . - 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. . Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: LAWOFFICESDYWCHAEL.FORD. ATTORNEYS AT:THAW 721VA(TI�pT1p�1�yETt7�P7 (,(1C) �`4q& 5.1 WSi [x[Si�iY iL3y l�#l1 V26.i7.1, TEL (SQ8} 31-194Q FAX(. OS1430 9979 `iawa#�cet�f'�n:tchael'�ard r.�;verizon:net MIC.HAEL U F'OkD JEFFREY&L F.ORD To vn of Barristabie Thomas Perry.l Building.1n.3pectpr 2'100 Ain Street,H.yannis7 Ma§sWhuktts 02601 October 15,2 15' RF :.l:01.9'.1ai:n.Stxeet,:Cotuit MA Accessory Kitohd D&tar Mr Perrys z uohoeexstx keth rewt e;Per o itmeet 2gat pleasfMph h ptl .garage..quarters building you inspected;:for us.located at l0l 9 Main$tr.oe Coturt,M.A. .As discussed it is our utSderstan6i that fihe I Jtcheri:-is viewed by:you as pre=exrst3n ; nAncoforrrmnC Cott Gntaritie to be:`used aeGBSS(>Py t0 the prinCipl cv�elliig located at the propftty; We further uhderstarid.Chat;fa"new building 0ernti`t16t that ltiItchen was to be.applied:$ r,yo t would; quire that':the orvnez at that time, tibmit wltl�the buxldin. . perni t a letter indicating that the&ra e tluarfers AN kitwhen will continue to.-,be used: acoessory to 1lJe prixsczpalti�=elltng ft:guests:;andainily only and will not bo:rented:out:: I.have passed.this infbrmatioa onto the.Owners and:their respective Brokers a&the ptope#t h &drrenf;y on the rtcarke' axis`they Q be inel.uding this xn ormatiian'in thou listing: Tf you nccd:an 'th i i rtlier just iet us l no. If this is:aft Aceurate understanding of our arieetm please ackno yI' d o b I ffr our records.. Thanks as al:way :`K. your tin le:;R cons derat Very truly ours Haas Perry,Building rn ssioner hem 3'h 'Ford, :sq. C• clients � t ' M BEAM B ,11 VALLEY RIDGE BEAM by Weyerhaeuser - - - TJ-Beam®6.35Serial Number 7 3I4"'X 9 1/2'' 1.9E Mlcrollam@ LVL User:1 10/22/2009 9:06:34 AM Paget Engine Version:6.35.0 THIS PRODUCT MEET&OWEXCEEDS THE SET DESIGN CONTROLS FOR THE.APPLICATION AND LOADS LISTED Load Group: Primary Load Group 6' 10..001' A . 41., 101.0011 Max. Vertical Reaction Total (lbs) 1237 all 772 Max. Vertical• Reaction Live (lbs) 78.8 19.64 521 Required Bearing Length in 1.66-(W) 2.38(S) 1.50(S) Max. Unbraced Length (in) R144 .14 4 144 F Loading on all,-spans, .LDF,= 0`.90 ; 1:0 Dead Shear at Support (lbs) 282 -488 377 -84 Max Shear at Support (lbs) 423 -633 522 -226 Member Reaction (lbs) 423 1155 226 Support Reaction (lbs) 449 1155 .251 Moment (Ft-Lbs) 58.0 -716 165 Loading on all spans, LDF = 1.15 ,; 1:0 Dead +- 1.0 Floor + 1.0 Snow Shear at Support (lbs) 761, . -1318' :1018 -226 Max Shear.at Support (lbs) 1144: -1710 1409 -609 Member Reaction (lbs) 1144 3119. 609 Support Reaction (lbs) 1214 3119 679 Moment (Ft-Lbs) 1567 -1933 444 Live Deflection (in) 0.036 0.004 Total Deflection (in) 0.05.7 0.006 ALTERNATE span loading on odd # spans, LDF = 1.15 1.0 :Dead. + 1.0 -Floor + 1.0 Snow Shear at Support (lbs) 784 -1295 790 -62 , Max Shear at Support .(lbs) 1167 -1686 1058` =324 Member Reaction (lbs) 1167 2795 329 Support Reaction (lbs): 1237 2745 171 Moment (Ft-Lbs) 1631 -1774 184 Live Deflection (in) 0.040 ' ' 0.008 Total Deflection.(in) 0.061 -0.010 ALTERNATE span loading on even # spans; LDF 1.15 ,.. 1.0- Dead + 1.0 Floor + 1.0 Snow . Shear at Support (lbs) 498. -926 925 -320- Max Shear .at Support (lbs) 760 -1195 1316 -702 Member Reaction (lbs) 760 2511 702 Support Reaction (lbs) 807 2511` 772 Moment (Ft-Lbs) 1011 -1483 591 Live Deflection (in) 0.014 0.009 Total Deflection (in) 0.036 PROJECT INFORMATION: OPERATOR INFORMATION: ALBERT FREEMAN BILL RUBEL CHASE RENOVATION MID-CAPE HOME CENTERS 1019 MAIN ST 465 RT 134 COTUIT MA PO BOX 1418 SO. DENNIS, MA 02660-1418 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright © 2009 by iLevel®, Federal Way, WA. _ Microllim® is-a registered trademark of iLevel®. - - - ' - R BEAM C ROOF/CEILING BEAM by Weyerhaeuser - _ TJ-Beam®6.35 Serial Number: 3 PCs of 1 3/4 x 16" 1.9E MieroIIam@,LVL User:1 10/22/2009 10:08:03 AM Page 1 Engine Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET,DESIGN CONTROLS FOR THE APPLICATION AND LOADS. LISTED Member Slope:OA2 Roof Slope6/12 b 21:i41 All dimensions are horizontal. Product Diagram is Conceptual., LOADS Analysis is for a Header(Flush Beam)Member. Tributary Load Width:9'6" Primary Load Group-Snow(psf):35.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 190.0 95.0 0 To 21'4" Replaces CEILING LOAD=20LL 10DL Point(lbs) Snow(1.15) 1964 -,.1,155 . 7'10" - POINT LOAD FROM BEAM B Point(lbs) Snow(1.15) 623 381 15'4" POINT LOAD FROM BEAM A SUPPORTS: Input Bearing Vertical Reactions(Ibs) ..Detail .. Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.49" 3447/2100/0/5547 L1: Blocking 1 Ply 1 3/4"x 16"1.9E MicrollamO LVL 2 Stud wall .3.50" 2.31" 3194/1958/0/5151 L1: Blocking 1 Ply 1 3/4".x 16"1.9E Microllam@ LVL -See iLevel®Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 5495 5046 18354 Passed(27%) Lt.end Span 1 under Snow loading. Moment(Ft-Lbs) 33073 33073 53672 Passed(62%) MID Span 1 under Snow loading Live Load Defl(in) 0.492 0.700 Passed(U512)' MID Span 1 under Snow loading ; Total Load Defl(in) 0.791 1.050 Passed(U319) MID Span'1 under Snow loading . -Deflection Criteria:STANDARD(LL:U360,TL-U240). -Bracing(Lu)-All compression edges(top and bottom)must be braced at 10'10"_o/c unless detailed otherwise...Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous_lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: ALBERT FREEMAN BILL RUBEL ' CHASE RENOVATION MID-CAPE HOME CENTERS 1019 MAIN ST 465 RT 134 COTUIT MA PO BOX 1418 SO. DENNIS,MA 02660-141.8 Phone:508-398-6071 Fax 508-398-4559 brubel@midcape.net . Copyright © 2009 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. _ _r BEAM C ROOF/CEILING BEAM by Weyerhaeuser - - TJ-Beam®6.35 Serial Number 3 Pcs of 1 3/4" x 16" 1.9E Microllam® LVL User:1 10122/200910:08:03 AM Paget Engine Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET.'DESIGN CONTROLS FOR THE APPLICATION AND.LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided.by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for.Building Code IBC analyzing the"iLevel®Distribution product listed above. -Note:See iLevel®Specifier's/Builders Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: ALBERT FREEMAN BILL RUBEL CHASE RENOVATION MID-CAPE:'HOME CENTERS 1019 MAIN ST 465:RT 134 COTUIT MA PO.BOX 1418: SO. DENNIS, MA 02660-1418 Phone:508-398-6671 Fax :508=398-4559. brubel@midcape.net Copyright O 2009 by iLevel®, Federal way, WA. - - Microllam® is a registered trademark of iLevel®.- - - - ■ BEAM C ROOF/CEILING BEAM- by Weyerhaeuser _ TJ-Beani@6.35 Serial Number: 3 Pcs of 1 3k" x 16" 1.9E Microllam® LVL User:1 10/22/2009 10:08:03 AM Page Engine Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND`.LOADS LISTED Load Group: Primary Load Group ^ 21' 0.00" Max. Vertical Reaction Total `(lbs) 5547 ' 5151' Max. Vertical Reaction Live (lbs) 3447_ 3194 Required Bearing Length in 2.49(W) 2.31(W) Max. Unbraced Length (in) 130 Loading on all spans, LDF 6.90 1.0 Dead ' Shear at Support (lbs) 1908 -1766 Max Shear at Support (lbs). 2080 -1938 Shear Within Span (lbs) 1248,' Member Reaction (lbs) 2080_ 1938 Support Reaction (lbs) 2100 1958 Moment (Ft-Lbs) 12476 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor +-1.0 Snow Shear at Support ,(lbs) 5046 -4650 Max Shear at Support (lbs) 5495 -5100 Shear Within Span (lbs) -3302 Member Reaction (lbs) :, 5495 510 a,• Support Reaction (lbs) 5547 5151 Moment (Ft-Lbs) 33073 Live Deflection (in) 0.492 . Total Deflection (in) 0.7,91 PROJECT INFORMATION: OPERATOR INFORMATION: ALBERT FREEMAN BILL RUBEL CHASE RENOVATION.' 'MID-CAPE HOME CENTERS 1019 MAIN ST 465 RT 134 COTUIT MA PO BOX 1418 SO. DENNIS, MA 02660-1418 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright O 2009 by iLevel®, Federal Way, WA. - Microllam® is a registered trademark of iLevel®. - - �,►�r Town of Barnstable *Permit# Expires 6 months from Issue dare Regulatory Services Fee sJ►srtsrAs�, r; NAM Thomas F.Geller,Director Za�IK Building Division 11 . Tom Perry,CBO, Building Commissioner 6677t 200 Main Street,Hyannis,MA 02601 www.town.bamstabte.ma.us Office: 508-862-4038 Fax:508-790-6230 EXPRESS PER„�VIIT APPLICATION RESIDENTIAL ONLY !� .Aipt Valid without Red X-Press Imprin Map/parcel Number 6' C Property Address 10111 96 Resid11tt s ential Value of Wort Y 3 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address (Dmo aI — IVA Q 2_6 34 Contractor's Name 5 E Ngou.-0s JAA) 9vo Telephone Number Home improvement Contractor License#(if applicable) l 7 3 c-,?- 7 S7 Construction Supervisor's License#(if applicable) 0 a I n_ l ffl E;(Workman's Compensation Insurance Check one: JAN 2 3 2014 ❑ 1 am a sole proprietor ❑ I am the Homeowner 'i. 91 have Worker's Compensation Insurance Insurance Company Name TOWN OF BARNSTABLE Workman's Comp.Policy# - Copy of Insurance Compliance Certificate must accompany each permit.i Permit R uest(check box) [] Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof] ❑ Re-side - #of doors Replacement Windows/doors/sliders.U-Value 3 (maximum.35)#of windows ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. .*Whore required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. *.**Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&.Construction Supervisors License is requ ed. SIGNATURE: ti C:\Users\decollik\AppData\Loca]\Microsoft\Windows\Temporary Internet Files\ContentAutlook\QRE6ZUBN\EXPRESS.doc Revised 053012 The Commonwealth of Massachusetts ------------ Department of Industrial Accidents Office of Investigations 600 Washington Street 4 Boston,MA 02111 a www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le2ibl Name(Business/Organization/Individual): LLB Address: 02 (c !OA/ RDtf_.G . / p City/State/Zip: �IA/CD1N /��.�• v38bS Phone#: Are you an employer?Check the appropriate box: 4. I am a eneral contractor and I Type of project(required)„ 1.11 am a employer with o2 (� ❑ g 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 These sub-contractors have ship and have no employees 8. ❑Demolition. "- working for me in any capacity. employees and have workers' 9. []Building addition [No workers' comp.insurance' comp.insurance.$ required.] 5. ❑.We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work- o officers have exercised their- 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no A, F employees. [No workers' 13. Other /Vl�u� comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such: ' tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'•compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: SL-rI—a4u e �✓ Policy#or Self-ins.Lic.#:A�e aa l�1, 3 59.3 ,Expiration Date: 9 Job Site Address: / 1���� Q S% City/State/Zip:�u ` Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator..Be advised that a copy of this statement may forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under the pains and penalties of perjury that the information provided above is true and correct Signature: - Date: tea. Phone# Ll D oZ Official use only. Do not write in this area,to be completed by city or town offtciaL City or.Town Permit/License# Issuing AuthorityV (ctr'cl e ones 1.Board of Health 2.'Building Department 3;City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other 4 , Contact Person: Phone#: ; Client#:30124 SOUTNEW ACORDr. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYY) 8/06/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Anita Little NAME: Willis of New Jersey,Inc. PHONE 856 914-4660 FAX 1015 Briggs Road,PO Box 5005 WAa EXt: ac,No): 856 914-1881 PO Box 5005 ADDRESS: anita.little@willis.com INSURERS)AFFORDING COVERAGE NAIC# Mount Laurel,NJ 08054 INSURER A:Selective Insurance Co of the S 39926 INSURED INSURER B:Argonaut Insurance Co. 19801 Southern New England Windows LLC INsuRERc:Beacon Mutual Ins.Co. 24017 D/B/A Renewal by Andersen 26 Albion Road INSURER D: Lincoln,RI 02865 INSURERE: INSURER F: ' COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR ADDLSUBR TYPE OF INSURANCE NSR WVD POLICY NUMBER MMIDDY.EFF MM/DDY EXP LIMITS A GENERAL LIABILITY S202945900 8/10/2013 08/10/2014 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES EaEoNccunence $100 000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $10 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $3,000,000 POLICYFIPRO- El jE o- LOC $ A AUTOMOBILE LIABILITY S202945900 8/10/2013 08/10/201 COMBINED SINGLE LIMIT Ea accident $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED - PROPERTY DAMAGE $ AUTOS Per accident " $ A X UMBRELLA LIAB OCCUR S202945900 8/10/2013 08/1012014 EACH OCCURRENCE s5,000,000 EXCESS LIAR HCLAIMS-MADE AGGREGATE s5,000.000 DED RETENTION$ $ C WORKERS COMPENSATION AND EMPLOYERS'LIABILITY 0000068028-RI 8/21/2013 08/21/201 X wC STATU- OTH B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N AIC927818352394 8/21/2013 08/21/201 E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? 51 N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space Is required) CERTIFICATE HOLDER CANCELLATION Southern NE LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 26 Albion Road ACCORDANCE WITH THE POLICY PROVISIONS. Lincoln,RI 02865 AUTHORIZED REPRESENTATIVE ©1S9J8�8+-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S215109/M215088 AXL Southern New England Windows d.b.a Renewal by Andersen of SNE Massachusetts -Department of public Safety Board of Building Regulations and Standards Comtruc-tioe Super%isor License: CS-M707 BRLAN D DENNISON 7 LAMBS POND EIR'.y Chariton MA 01507 " Expiration Commissioner 09/08/2014 Office of Consumer Affi1rs Business egu ation 10 Park Plaza-Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration Registration: 173245 Type: Supplement Card SOUTHERN NEW ENGLAND WINDOWS LL EvInIfim: 9119f2014 DENNISON BRIAN — -------- 1137 PARK EAST DRIVE ---- ---- --- -- WOONSOCKET,RI 02895 Update Addy and return card.Mark ressea for chsnga�_ Address ]Reoe—I L—]Bmplayment r-1 Lost Card *EE.x�p1r.#:Gw aKAifin 6 Boom—ataladse License or registration valid for indtridol use only FAENT CONTRACTOR before the eapiratioo date.V Toned return to: Ofr.e of Coawmer AMdm and Bnrinas Regulation t73245 T7Pe: 10 Park Plaza-Suite 5170 Brtgl2014 SuPPleuenl::ard Boston,MA 02116 SOUTHERN NEW ENGLAND WINOOWS LLC- RENEWAL BY ANDERSON DENNISON BRIAN 1137 PARK EAST DRIVE WOONSOCKE,Rl 0=15 Doderserremry Not ruled wilbam signature P4 a�5HL�is + tilt a�5i 11i.40D,d8 .,; ,' f?MM:ajWA i ode m- lrtii'i0STAi=ftb0da *Alnwwmdi by AAdmm#m of • &_ya��RI`ew';�tl�iiait 417�si�ie�Ria.`IB,S d1ts/� � W&MlIIt1R1' I. 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QiSal i NbA C4W, %"ffia ntvat C"Y1 1'af1 flu COW Rink „ yf�OFtHE TQ,;� Town of Barnstable BARNSTABLE. * Regulatory Services ti MASS. t639. Building Division pTED MAC A 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 i Fax: 508-790-6230 C . Inspection Correction Notice Type of Inspection F9 Location 10 i ' l�.- '. Permit Number ® ? D �5��� Nl-�t�l Ste. 2t� Owner Builder �)Z L- G One notice to remain on job site, one notice on file in Building Department. i E The following items need correcting: i►?E13C,6cK /ti e�b lv e,F �A-rtqL4o�Q�t1I�G� G[�- O ' Td4nA JqLL 10� K I— D I Q e�4 fit. Sp,�cC 5 (ti PiRE&CC cKl�- 6 deK @e-a 5&r A)Ac--� C � L c�c1�. 7- Tau c eF CWc,W t 7'�- O 0% 05''I ( +Y P { Please call: 508-862-4f3°8 for re-inspectio . Inspected by / Date O l/o -7//O oF>i�ir Fawn of Barnstable Permit � l (�. y01 E.rpires 6 monlhsJrom issue f1d(e Regulatory Services Fee j 161 9- N Thomas F. Geiler, Director $Arm�y a Building Division Tom Perry, CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ina.us t Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid)vllltorrl Red X--Press Imprint Map/p cc] Nurnber C).� Prop Address to 1rAj U esidential Value u of Work 6 Minimum fee of$35.00 for work underS6000.U0 Owner's N am e & Address Contractor's Narne Jem�'S. / �d " . Telephone Number �� f Home Improvement Contractor License #(if applicable) j Construction Supervisor's License#(if applicable) - �� 7 0• orkman's Compensation Insurance a a ' ... Check one: - E . []V1, am a sole proprietor am the Homeownerhave Worker's Compensation Insurance„ t s'�i�= .tits `,�'�s�No hfAl Insurance Company Name fl),c6 Workman's Comp. Policy# ?S S Copy of Insurance Compliance Certificate must accompany each permit. Permit Request (check boz). E] Re-roof(hurricane nailed) (stripping old shingles) All construction debris will be taken to []Re-roof.(hurricane nailed)(not stripping. Going over existing layers of roof) Re ide - . #of doors Replacement Windows/doors/sliders. U-Value _ (maximum .35)#of windows *Where.required: Issuance of this permit does not exempt compliance with other totim department regulations, i.e.Historic,Conservation,etc, ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License & Construction Supervisors License is required, GNATURE: G% The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizatio ividual): ) ao S,SOC /fJG Address: 1$ I City/S to/Zip: (i(J Phone#: A�efou an employer?Check the appropriate box: TyVNconstruction required): 1. am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. 2.❑ I am a sole ro rietor or artner listed on the attached sheet. 7. g proprietor p These sub-contractors have r ship and have no employees 8. ❑Demolition working for mein any capacity: employees and have workers' 9. ❑ Building addition [No workers' comp.insurance comp.insurance.$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check-this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. > Insurance Company Name: RMCGAI U , ),4I Policy#or,Self-ins.Lic.#: 0 S$ Expiration Date: /a Job Site Address: .019 A y ' 6, City/State/Zip:-C,04u / /, Attach a copy of the workers' compensation policy declaration page(showing the policy number an expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties.of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: 0 Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector &Plumbing Inspector 6.Other Contact Person: Phone#: TE CERTIFICATE OF LIABILITY INSURANCE MoariA i F DA1o/os/zo PRODUCER THIS CERTIFICATE 1S ISSUED AS A[NATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Hunter Insurance, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 389 Old River Road, P.O. Box 1 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Manvville RI 02838-0001 Phone:401-769-9500 rax:401-769-9502 INSURERS AFFORDING COVERAGE FNAIC4 INSURED Moon ASSOClateS Inc. INSURER A: uablonal grange insurance co 14788 DBA Gutter Helmet DBA Renewal by Andersen of RI INSURERB Beacon. Mutual DBA Gutter Helmet Roofing DBA Moon Works INSURER C: 1137 Park East Drive INSURERD: Woonsocket RI 02895 ' INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NA14ED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR - MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH. PQLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.' POLICY NUMBER - - DATE(MM/DDNM) DATE(MMIDDJYYYY) ' LIMITS LTR NSR TYPE OF INSURANCE ' GENERAL LABILITY - - - EACH OCCURRENCE $ Z.0 0 0 0 0 0 A X COMMERCIAL GENERAL LIABILITY MPS2 6 619 0 9/16/10 .09116111 PREMISES(Ea occurence) $-90 0 0 0 0 CLAIMS MADE X❑OCCUR MED E(P(Any one person) $10 0 0 0 PERSONAL&ADV INJURY $ 10 a o 0 a 0 GENERAL AGGREGATE $2 0.0 0 0 0 0 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2 0 0 0 0 0 0 POLICY SECT LOC AUTOMOBILE LABILITY COMBINED SINGLE LIMIT $ 1000000 A X ANY AUTO BIS26619 09/16/10 09/16/11 (Ea accident), ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY. NO"WNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ . AV TQ ONLY: AGG $ EXCESS/UMBRELLA LABILITY EACH OCCURRENCE $ 1000000 A X OCCUR CLAIMSMADE CUS26619 _ 09/16/10 09/16/11- AGGREGATE $ FODEDUCTIBLE $ RETENTION $10 0 0 0 $ WORKERS COMPENSATION X TORYTWC NA TT E.. AND EMPLOYERS'LIABILITY Y{N B ANY PROPRIETORIPARTNERIEXECUTIVE ❑. 28586 10/01/10 10/01/11 E.L.EACH ACCIDENT $500000 OFFICERIMEMBER EXCLUDED? (Mandatory in NH) _ E.L.DISEASE-EA EMPLOYEE $500000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $50 0 0 0 0 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS - CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION MOONASS DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRrrTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,rrs AGENTS OR' REPRESENTATIVES.. AUTHOR ZED REPRESENTATNE ACORD 25(2009/01}. ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are,registered marks of ACORD �+r� _,��.'_�. low - �s� :•`.-'.�j� � ' Y2 •;iE.f Y' iFFd� F.W7Wi:ILa I� R�T r :x fV � }k Vol ` - - ITT{OOP k . X :- �„c�„*a.�-?z'. - - - A .sus 2'.'F - - �1�—''#`r".r..L��c..�• r„'r�. °'. �'���� r:�.� 3# � sue. �� �� tt��� �;��f �^`: �•--�.�, �,sr:�r'•�' '.�:u"s'i�grog�,=t.���.ays:� �c�.,{.� .e ., g�•�r,z,-y��-g qpp �Fy, �1= �� `F B f� :`.??�.`.. F is,�<'-'.'L".s K t{. •1:. 2"4��e"i Y.S Pub .�.^al^lle I +..* $#�2 License: 5 ° ?to. Rf%AM i'AA ES 4.3 PANNE.ROADD � . _ . R 02854 J t 508 tq 4®56 P-01 ;L)]Park Era grin _ WeonsodA IMrAe Island OTeaS W,ay,enlr2.•AlNdrlttaauntugr aes ma. Gott?1&0WnSlMom,Maec Ar.x' ;800]975J.666 /� �'• eiltat tat114S15tSWoan,modrrtr.tn; Purthasar(s}Neras: _ •UAr�I� �1,��' • ---,^- insURatbagddren V.bw ,�r�s! Shwa tvlt�t iWdsess• ,,._�.,p��jl �3i4 �(8.��" _ HemePhoie: L'j0,rL,;Y1 777o1wl)hanw Year,lomokeitt. gut? _Cost mama. Tam POW(a to"4f: L►r•i��Q�J 1/We,the above PUKhaser(s)I^PurdWgr(srl and the oWerSsi of the prop erce tooted at the above(halation Address,hereby jointly and several}agree to contract with Moon Atsodates,tK.I"MoonssorlR')to furnish,deliver,and insitaY of all materials as described in this agreement(Agreemenrr r the attached Spec pwet(t)and diagremis)writh are incorporated herein by relefemce and made a Part hereof.A Completion Ctirtif sate will be eacutiv fOr V looser the end aE the Nxtai�t4on. , �QrdcrNumber: i order Num OrderN,be,- _ k 4 ProjtxcType��,A< atOjectZYp4� ➢r�TYoe: _.._ 'Agreement Anxunt $ ASreement Amount S Agreement Amount less DepoliH S 00,U Less bepoto S test a S pe t Balance Due On Completion $ O a (Balance Cue On Coroykoon S 8a1arse Due On Completion $_ n kow�v-•alxat+�pawm=,�rrme.,�earrtott eWar+4nw.2asWef,greamenamo.a�,aw.ponsrrcw.sn. rain*arWsavaem.ai:.+a.aeuwonwrcwww. otdkafe FaymiMt Mebf06FwSa(ante tawcate PsymentMetlrod Fw 9abow tadkzw Payalenf Monad for tialanea Due at TIfAe of insaRatiod: Due M Tfmt of stallation Due n Thee of hwtauatlon: ; ft Date: Est CwnPkti Date; £st.Stint Datr Est,Completion Date- Est.Starl Date: Est.tannpktio�Dote:1 D zd / S i oEPf}STS j PI►YME1iT C4�floAists�m)erttatano ra+�em andla+QeattapPwal} j f.Check,Cashier's Check ar Matey C1rder Ck e� 1 { (Made papble to kloornaorhs Actt a app►oval Ccde__--- 2.CteditCat *Wrr!e} %fig motKAtd t1MOM A=4 App't"'00ft '47de ureea aibw Mow-ofs m e►eeQ p'a rvrrnnsd rraarwy foe aye apo.e amW•i AW: ElpDate SecurltyCode Poromo. iDatew4r soefeeaaAVW.werabow adk4w iwmanruoaoom 1 it is agreed by Ord betweerk the par6a that this Agreement des the mono understandag between the pertfeae and there are no yerhat twid,dorietrAtigs chV4002 tx lrgd}Ayttig any Of the Lonna of this Agreement.l`W&4saps)tN(tby ados4wiedlK dot IsUrcroser(s)1)has read the ftoat and reverse of this Agreement and has received a minpteted,lVed,and dated copy of tMs Agsedtterit,IrKtMits the two amompamAng notke or Cancellation found,an the tote Wet wrhtan above and 2)was Orany IA%Mied Of h1411W Letter to cancel this trat+saction.DO ter'SIGN THtS MMRA T IF Vpitt AFW ANY WM SPACM PurcftaseF•� �. 1-�—' SlgnaGac� �— Segnature Sliviatur` }S r �AQfL Dr;nt Name Print Wine Priem Name YOU.THE VA%4S1,MaAY CANCEL rASTWgiSACnO%AT ANY TIME MMTO MMtt n OF Tt>d TltSitD E1U8i%M DAY AFTERYM DATE OF iMSTRANSACrM.SEE THE HOTKE OF CANCELLATION FORM BELOW FORAM EXPWdATI IN OF THIS RIGHT. I{E QF CA} ItATTON Date of Tradtacom Data of Tnium9tion You may cancel this trarsattim vfihout any WOW or obptstion, You may cancel this traosattlor%Without any penalty er obogatioL within three bus}oess days frorn the above date.if You cmt*any t wkhle time business days feam the etidee data.d V Wt center.%vW propettlT traded in,any peyrnertts mode bur YOU urttler the Cointract or i proWW traded in,mrlf f>ytNtle;rts made bV VOU Urdu the Cortrsct or Sale,and any negottabk Instrument executed by Vou WIN be tttitrr►ed'Sale,and any natoti�le bwaunt-d exended by you WIN be returned , within to clays following receipt by the Sear of your miceIlation wRhkt 10 days folloaring Paoelpt by the Seller of YOUr cmwetOrdr trotiae,and any lead WVrest ti WDS out of the trareseci ion w6b In ptNse,and anal saw"k1Mre�aAalng out of the Wonsectlon wo be rar"Led.if you earneet You must �make avellaNO ft SdW at I" ranoeis&If yin+twolt Yet must make available to the Saw at your residence,In wbstarttiaftf as good COM on as when rtreelYede any milderCk et iubstanttelly as g r�ndldat as when tttetved my goods de1hrerad to you under this Contract or Sale;or Yet may,Ii you POds deMvefM to VW under this ColtYact of sale,or you away,if you wish,comply NVlill the instructions of lire Seller teprdlrll!the return +irate,O M4*wo the 1-tructtons of the Bonier rtgerding the return . shipment of the goods at 00 Sellers asyesrwa and rkk.M You 40 make shJp"M a1 due Viods at the SellersSOMW aind risk H YOU,do matte the goads available to the Seller and the Sager does nee Pica them UP the goods atraUtidele to the Seller arse(tiro Seller does net Pick thorn up within 20 days of the date of your Aiotke Of CaM1eel4tWO.you may within 2C dap e1 tees date of your"VA of Ca noctlathm%Va►IMV retain or dispose Of the,goods Without any f,MW ObOgdW",if Vag tetain a usa dbp of the goods withoOt any%Aber obligation.6 you fad to make ft tools ava(fable to the Seller,Or if You agree to return fail to matt die goods B Mabk to the 5t11Yr,or M You alto fit ntturn the goods to Hue SOW and fan to do so,then VW re"In Mabee for the gums to die SePor and fall to do so,then you roirwin liable for pettmtumta of Pit vie tgaMOPs ender the T.antraeL To amtt this lowtotmanae al all dbllgYdatia lmtler tiro tbtttract. to cancel ims Warr moon, frail Or deliver a Biped and dated Wy of this trometiarl, mad or delhim a signed and dated copy Of tills tailmlatw rtotrce or any outer written noise.of SOW a tettbram to anallgior eotko at any otter Written ndHce,or send a�g��to MOOMW�r 1L31 Part East Drive. Wawwxl l4 Rhode IAWA Moonxeorks, 1137 Park East Ochre. Woormc4tt. M 01M,NOT EATER THAN MION IGHT OF (0"• 02S,NOT LATER TNAN MIDNIGHT OF. (Date). t ItEREBY CANCEL THIS TRANSACTION• I HEREBY CA[CtYwSTctaNSACtioN- tonatunerssitaature Cate Consumer's s wture Dift TiMOM >REp=:rw9rR M Q oil pilAc .x..}t.,a 1i,:•='•va. .:a V.14-ie6Pk•-CV-0 - - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION y Map Parcels Application# ,5� Health Division Date Issued Conservation vision _ Application Fee Tax Collector Permit Fee Treasurer �^ Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address T Village Owner Address a Telephone Permit Request Square feet: 1 st floor:existing proposed JW 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Qoei Construction Type Lot Size Grandfathered: ❑;Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family )( Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: UYes ❑No On Old King's Highway: ❑Yes Al No Basement Type: ❑ Full %(Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing� new 0 Half:existing new Number of Bedrooms: existing_ new 0 Total Room Count(not including baths):existing �1,/ new First Floor Room Count Heat Type and Fuel: ❑Gas I?Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coalalsove: ❑ RNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑newer siz(t Attached garage:❑existing ❑new size Shed:❑existing 0 new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Purrent Use = Proposed Use-- """ '� J BUILDER INFORMATION Name Telephone Number 4'Gg_ .36;? // 7 Address License# 00 4-1'z 6 0 Home Improvement Contractor# /G Worker's Compensation# ivy 349-3173G0-03O9' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I S r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED f • I4'4P/PARCEL NO. ADDRESS VILLAGE ' OWNER f DATE OF INSPECTION: , FOUNDATION / FRAME 40r* DK 0 ro 4vAc No t- INSULATION od X, 6 �' U FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT- ASSOCIATION PLAN NO. r. t THE T° Town of Barnstable °.� Barnstable Historical Commission + BARNSTABLE, * 200 Main Street, Hyannis, Massachusetts 02601 y MASS. (508) 862-4786 Fax (508) 862-4725 1639• www.town.barnstable.ma.us. 'OrFn idU►�l°' r October 21, 2009 Linda Hutchenrider, Town Clerk 367 Main Street, Hyannis MA 02601 - �a v5 Thomas Perry, Building Commissioner 200 Main Street Hyannis,MA 02601 yr) David &Joan Chase kJn 1019 Main Street try = Cotuit, MA 02635 Re: DECISION of the Barnstable Historical Commission, pursuant to the Code of the Town of Barnstable Chapter 112, Historic Properties,Article 1, Protection of Historic Properties ss 112-1 through ss 112-7 APPROVING the application for Partial DEMOLITION of follow property: Location: 1019 Main Street, Cotuit, MA Assessors map and parcel: 034/023 Date application submitted: October 13, 2009 The Barnstable Historical Commission reviewed the above referenced application at their duly noticed meeting of 10/20/2009.. At that meeting, they found that the house at the above address was not an architecturally or historically significant building and they voted to approve the application for partial demolition per plans dated 9/16/2009 without out a public hearing. The building was originally constructed in 1842. Members of the Commission agreed to include a triangle window on the addition end in their approval. Present and voting to permit partial demolition were: Chairman Barbara Flinn, George Jessop, AIA, Marilyn Fifield, ,Nancy Shoemaker, Jessica Rapp Grassetti and Len Gobeil Absent: Nancy Clark Sincerely, Barbara Flinn, Chairman ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: 4t = Site-Address: print ` Town: O'7 1/�'�' � Applicant Phone: Applicant Signature: L� Date of Application: 1"e'l-olaoF tiIF NEW CONSTRUCTION: choose ONE of the following two options), 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Basement Slab ❑ Option 1: Fenestration exposed Wall . Floor Perimeter, Wall AFUE HSPF SEER U-factor floors R-Value R-Value R-Value R-Value R-Value and Depth National Appliance Energy 3 5 R-3 8 R-19 R-19 R-10 R-10, Conservation Act(NAECA)of 1987 as amended,minimums or reater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: `� RES check Version 4.1.2 or later variant software analysis must;be completed (780 CMR 6107.3.2) REScheck--Web which can be accessed at http://www.energ ccodes.gov/rescheck/ ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS OVER 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing:. (a) Gross Wall & Ceiling Area equals Formula: (100 x b= a) SF 160 x • - _ % of glazing (b) Glazing area equals j 4 SF b a ° If glazing is <'40% use the chart below. If glazing is> 40%proceed to "SUN RO OM"'section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter Fenestration Wall Floor . - Basement Wall Exposed floors' '. R-Value U-factor R-Value R-value R-Value R-Value ' and Depth .39 R-37 a R-13 R-19 R-10 'R-10, 4 feet a R-30 ceiling insulation maybe used in.place of R-37 if the insulation achieves the full R-value over the entire ceiling f area(i.e. not compressed over exterior walls, and including any access o enin p); SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition'exceeds 40%of the combined gross wall and ceiling area of the addition. .- - Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) AhYC Crcirle to H/oo l C011s'trccctivir ill f/c""11 kvilld AI,eC/s. .110 o11e Massac. us' efts Checic.lisf fol- Compliance (780 CN1R 5361:2•I.I)' Check Compliance 1.1 SCOPE Wind Speed 3-sec. gust) ....•................ .............•.•.•........N..•:................. 110 mph Wind Exposure Category .........................•... ................•...•...................................... Wind Exposure Category................Engineering Required For Entire Project .......................................0 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) / ' stories s 2.stories Roof Pitch :...•.• (Fig 2) 1s �12:12 _l1 P ..........•.............•.....•.. ft < 33' t/ Mean Roof Height ..................................................... (Fig 2)................................................ �ft 5.8b' c� BuildingWidth, W ....•...............•...... (Fig 3).........................................,..:... 3 - 'ft BuildingLength, L ..............................................................(Fig )................:.........,......•........•..•... �� .< r�- / Building Aspect Ratio (L/W) ..•....,.Z..........:..•........,....:.....,...(Fig 4).................................................. 6�8 3:1" cf Nominal Height of Tallest Opening ......;.....(Fig 4)......•..•. ......S� G . - 1.3. FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)...........:.......,........................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 v Concrete.............................................................................................................................. Concrete Masonry ..........................•..................................... 2.2 ANCHORAGE TO FOUNDATION�'3•. 5/8"Anchor Bolts:imbedded or 5/8"Proprietary Mechanical Anchors as an alternative.in concrete on Bolt Spacing=general .. :....•:.•......:.(Table 4}....•................•............•.... ..... i Bolt Spacing from end/joint of plate (Fig 5) i Bolt Embedment-concrete.......... ........:.:...................(Fig 5)...... .........•.•...................:....... _in. >_ 7" Bolt Embedment 7 masonry.-..............:.....•..,..•..........(Fig 5)............i............................... in. >_ 15" Plate Washer ............•..........(Fig-5)... ? 3" x 3"x ,/4" !� 3.1 FLOORS Floor-framing member spans checked : ...........................(per 780 CMR Chapter 55)............••.•••••""' ft 512' Maximum Floor Opening Dimension.... ............... ..•..•.••..•..(Fig 6)...:•........ ..................,. •....• .j.. .,....._ Full Height Wall Studs at Floor Openings less than 2' from Exterior Wall (Fig 6)............... Maximum Floor Joist Setbacks Supporting Loadbearing Waifs or Shear-wall................(Fig.7)........................ ..................•,•,......_ft S d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls'9r Shearwall................(Fig 8)..................................................... s.d !� Floor.Bracing at Endwalls.......•.......:.....................................(Fig 9)............•............. !/ Floor Sheathing Type ........ ....... (per 780 CMR.Chapter 55)............•........:.•....•...... !� Floor Sheathing Thickness . ...•.....................•..... ...(per 780 CMR Chapter 55).......................... n• -� Floor Sheathing Fastening.....•.......:.:....................•.......•....•(Table 2).. d nails at in edge//�Zin field 4.1 WALLS i Wall Height ft s 10' Loadbearing walls. ...................•..... ..... (Fig 10 and Table 5)...,......•......•......• — 0 Non Loadbearing walls (Fig 10 and Table 5)..........••......•........ < ft s2 ' ••...•....•..... — Wall Stud Spacing (Fig 10 and Table 5).....•............. in, - 24".o,c. _� a .........1...•.•.. E Wall Story Offsets ................. (Figs 7,& 8)............................................. ft 5 d 4.2 EXTERIOR-WALLS3 Wood Studs Loadbearing v✓alls. ..............................................(Table 5).•.......,.....................2x _ ft L in, walls ......................I'll.......................(Table 5).•.,.•••......................2x�[ (t in. i , Gable End Wall Bracing Full Height Endwall Studs (Fig 10)...........•.......................•..........•....•. 13 WSP.Attic Floor Length•..............••:......... (Fig 11)..•........:. ft OW9w Gypsum Ceiling Length (if WSP not used)....................(Fig 11)•...•...... ........... —ft z 0:9W and 2•x 4.Continuous Lateral Brace.@ 6 ft. o.c. .. (Fig 11)............................................................. or 1 k 3 ceiling furring strips @ 16"spacing min. with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays +/ Double Top Plate Splice Length ......:...........................................:....(Fig 13^and Table 6)...................................... ft �`/ ' i If zYC Cr.rirle to FI%orl Gorrs'tvj.je!iorr irr Hi,�rlr N1i11rl A1'8rzs: 1108110. Hlhld.L011L? • [��Iass�cll>:t��c�t.s Chcc.Ic.Izst f�o>� Co>:�z�tl�.Iza7�ce (7so c.���fRs3ol•z•t.�)' Loadbearing Wall Connections Lateral(no. of 16d common nails).........•,.....................(Tables 7)......................................................_ Non-Loadbearing Wall Connections Lateral(no. of 16d common nail s)................................(Table 8)........................ .......................... Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ...............................................(Table 9).................................. ft_in. 511' Sill Plate Spans .......•..........•.....•...........•....................(Table 9).................................. ,Z-ft_in,5 11' ✓. Full Height Studs (no. of studs).....................................(Table 9) ......-'T t/ Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)............................,....• ? ft in. 5 12' l/ Sill Plate Spans.... ..........1............................................(Table 9).................................._ft_in. 5 12" ./ Full Height Studs (no. of studs)....................................(Table 9)...................................,................... a'Z Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension, W Nominal Height of Tallest Opening2 ...•......•......•.•...........................•......•...•.........••....•.•.EZ5 6'8 c/ SheathingType..............................................(note 4)..................................................... C� —� Edge Nail Spacing .......................•.................(Table 10 or note 4 if less)........................ in. FieldNail Spacing......................;•...:...............(Table 10)..........................:...................... o in. �r Shear Connection (no. of 16d common nails)(Table 10)...............................I..........•.......... ..j ire Percent Full-Height Sheathing . .. Table 10 ....................................................IVI% 5% Additional Sheathing for Wall with Opening > 6'8" (Design Concepts).......... ......... Maximum Building Dimension, L F' Nominal Height of Tallest Opening2.........................................................•.........•..•.... SheathingType..............................................(note 4)....:..............•................................. Edge Nail Spacing..........................:..............(Table 11 or note 4 if less)........................ in. .� Field Nail Spacing.., ...........:.. Table 11 •..•.............................•........•.••.... /2 in Shear Connection (no, of 16d common nails)(Table 11).........................••...•...•..•..•..,...........• s'T c/ Percent Full-Height Sheathing........................(Table 11)......'...............................................[,r/o !/ 5%Additional Sheathing for Wall with'Opening> 68" (Design Concepts).................:.. Walt Cladding Ratedfor Wind Speed?.......:...................•.........•......................•. ..•,...........•.......:......•••....................•••....•.. 5.1 ROOFS Roof framing member spans checked?.......:................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19) ............._ft 5 smaller of 2'or U3 Truss or Rafter.Connections at Loadbearing Walls Proprietary.Connectors p ( )••....:.•.....••......••....................U=11�pIf v Uplift ..............•...,....•.••....•.....•......•. Table 12 • Lateral..............................................(Table 12).............................................L11Plf Shear.............................:....,....•........(Table 12).............................................S= x pif . 1/ Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T � = plf y Gable Rake Outlooker.........................:................(Figure 20) .............. ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift....................:..:........................(Table 14)............................................U=,"o lb. Lateral (no. of 16d common nails)...(Table 14)....•...:..............................L=_jAlb. Roof Sheathing Type......... •.......I...I.............................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness••..•..........•......•..............:..... .....................•..............•........ In. >_7/16" WS''P// Roof Sheathing Fastening....................... ....................(Table 2).....................:................................... 1,Z Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of i 780 CMR.5301:2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e• Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade.. i AlVC Guide to Woori.Corr•sf.rtr Clio/I JJJ 1l/i/7d Are(Js: .110 rifp/1 1.1•I""'Zolze M2SS iCI,IISC.ttS CI1C.CJISt fOI" CO III I)I.I2IICe (7R0 CNIR 5301.2..1:1)� 4 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16" and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. ill. On single story construction, panels shall be attached to bottom plates and top member of the double lop plate. Iv. On two story,construction, upper panels shall be attached to the fop member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition—required if project is 1 mile or closer to shore (generally, south of Rte. 28 or north of Rte• 6) b) vertical addition— not required unless there is extensive renovation to the first floor c) replacement windows.—needs energy conservation compliance only(chap 93) 6. Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. / .-µMEN THIS EDGE RESTS oN FRAMING USE&J NAILS AT --- 1- —------rr r l I I I I "�-- II I II I� 1 11 11 it 0 1 I Xd ltt; ' it 1 II --�° n r1 •4 1 I 1 o I ' I I Q it 'I z x w I, 4 c9 d i I a B I 11 w i i I t 1 i I rRAAgI MEMBERS 0 I EDGENG CrrERf IEDIAIE .. I /l I �I w I �r II. 11 1 U� I I11 II Itw , I , 1 ' U It I• 11 11 3 I ' i i � J ' -Jt l- - STAGGERED DDOUBL ------- i `1 NAIL PATTERN PANEL EL L_ _.. v i PAWL EDGE DoUSLENAILEDGESPACS4G DETAI- See Detail on Next Page Detail Vellical and Horizontal Nailing Vedical and Horizontal Nailing for Panel Attachmeni for Panel Attachment IMPORTANT ANY CONSTRUCTION THAT INCREASES LIVING SPACE ' - -BEYOND 1200 SQ.FT.PER LEVEL MAY REQUIRE THE i INSTALLATION OF ADDITIONAL SMOKE DETECTORS. NOTE: A SEPARATE PERMIT IS REQUIRED FOR.THE INSTALLATION OF SMOKE DETECTORS- 'THE PERM ELECTRICAL IT DOES N CAL . n D E NOT SATISFY THIS RE QUIREMENT QUIR �EMS '1 -1 Ni y y i i CurteL�..la.a Teuvey I . I it I . ._:.UTILITY TZ.-M R-4 Ro?�1_. �' t_ta T I $feD-Fca1 I I I a 12,•'�� C_wur«'1_I« +2 .o� .C?u '1=2" (2•Lr['1 ' Il��l�i�l 'I .. '.. �/i :.I'.I:(iL,i.><�tf.; ;:i'�,+fir; ..:.,� '.l.;t;.�;•::,;._'.,Ut � �r\/I;yi;;1�15�; - - ..--.._ _.--_i—8_O' __- �. =��".J�' /a_2 --�-2-cT--'—'i_d�—�`-3'_0'}—�'_�—•��- [V e�ryf�; - ' I _ - 01 �WP.ltln_Cc_Pi1c�rEMoy�D__ D C1 D �t�lovE4•�Uh>��loa�IF��iitlbi� cloa,��•D�n�.li>As;=_uo�e_��vA—uot�__.. bl �?.1N_�lL, C.BTtA1T A -D ° DoNarSc>.t.tlFtzor� DQ..wtN _ w 001 1 - n O i I kar2T SDI__ 121 4�. MIT I �� I Ces�T-�r-e��wy �+�c�r_fi,�•e�Lluy TV v 9yy,• I I Y YeULI. V4ULT I IO y�Nll;M4N/gWLUDOWS- _ q�s>al. 5r E�ws� 5 I 3_ao�n�_-. I I �`LL7.WN�R�d`6gi�v�.R by_- I. 18 © yp�y�nLLSa 451 a naa 7. 5.q' y�y 2 0'-9 --------- e�ae.0 ir. 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DIME A Town of Barnstable do , �� � Qf��23 �W3 87 as Barnstable Historical Commission sAxtvsrnst.>E 200 Main Street, Hyannis, Massachusetts 02601 9 MASS, $ (508) 862-4786 Fax (508) 862-4725 rs 1 Mpga`` www.town.barnstable.ma.us -_ October 21, 2009 Linda Hutchenrider,Town Clerk 367 Main Street, Hyannis MA 02601 / ✓Thomas Perry, Building Commissioner ``' 200 Main Street Hyannis, MA 02601 David &Joan Chase i',r- 1019 Main Street ` Cotuit, MA 02635 'v (A) Re: DECISION of the Barnstable Historical Commission, pursuant to the Code of the Town of Barnstable Chapter 112, Historic Properties,Article 1, Protection of Historic Properties ss 112-1 through ss 112-7 APPROVING the application for Partial DEMOLITION of follow property: Location: 1019 Main Street, Cotuit, MA,; f Assessors map and parcel: 034/023 Date application submitted: October 13, 2009 The Barnstable Historical Commission reviewed the above referenced application at their duly noticed meeting of 10/20/2009. At that meeting, they found that the house at the above address was not an architecturally or historically significant building and they voted to approve the application for partial demolition per plans dated 9/16/2009 without out a public hearing. The building was originally constructed in 1842. Members of the Commission agreed to include a triangle window on the addition end in their approval. Present and voting to permit partial demolition were: Chairman Barbara Flinn, George Jessop,AIA, Marilyn Fifield, ,Nancy Shoemaker, Jessica -� Rapp Grassetti and Len Gobeil Absent: f Nancy Clark Sinc rely Barbara Flinn, Chairman ~ The Commonwealth ofMassirchusetts Departmext of.1ndustrialAccidents Offzce of Investigations 600 Washington Street Boston,MA 02111 www.rimass gov/dia ' Workers-'Compensation Insurance Affidavit: Builders/Contractors/ElectricianslPlumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): ,.(� J� l// RIAZ� ,2f. , f�AiP •Ad&ess:- a Ac Cc4AV Ic City/StateJZip: o Phone.#: Are you an employer?Check the appropriate box: - _ :Type of project.(required)% 1.❑ I.am a employer with 4. [] I am a general cou.traotor and I 6. ❑New construction . `employees(full and/or part-time).* • have hired the biro-contractors 6. 2. I am a'sole proprietor or partner listed on the-attached sheet. 7. ❑Remodeling • These sub-contractors have g Demolition' p have no ship and h employers ❑amPoY �yorking for me in any capacity. employees and have workers' . 9 ❑Building addition [No warkere' Comp insurance comp,insurance t' required.] 5• ❑ We are a coiporation and its 10.❑•Electricalrepairs or.additions 3.El I anti a homeowner doing ill-work . officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp. . right bf exemption per MGL 12.[]Roof repairs insurance.required.]t c. 152, §1(4),and we have no employees.[No workers' 13.0 Other comp.insurance required.] *My applicant that checks box#1_mustalso fill out the section below showing their workers'compensation policy information. t liomcowners.who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new a$5davit indicating'such. tContracton that check this box mutt attached en additional sheet showing the name of the sub-contractors and state whether ornot those cntides.hay.c employees, If tho sub•contraetors bane employees,theymust providb their w6rk=1 comp,policy number. I am an employer that is providing workers'compensation.insurance for my employees. Below isthe policy and jab site' information. •Insurance Company Name: ' 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 of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day againstlhe violator. Be advised that a copy of this statement maybe forwarded to the-Office of Investigations of the bIA for insm=,e coverage verification. ' 16 hereby certify under the pains•andpenaUl,es ofperjury that the information provided above,is true and correct Si afore Dater G L A Phone#• s`r 3 4 J f Offacial use only. Do not write in this'area, fo be completed by city or town official. City or Town: ' - Permit/License# Issuing Authority(circle one): J.Board of Health.,2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5•Plumbing Inspector 6. Other , IRE T � Town of Barnstable t Regulatory Services STABM Thomas F Geiler,Director 16.1 Fb, a Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4039 Fax: S08-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 7, ,, q(i�� V,I Cf4/o - , as Owner of the subject property hereby authorize 4 4 j/-�U g &L G-o F o= to act on my behalf, in all matters.relative to work authorized by this building permit application for. (Address of Job) - 16113fo � Signature of Owner Date Print Name . If Property Owner is applying for permit please complete'the Homeowners License Exemption Form on the reverse side. 1 v y �oF'THE ray Town of Barnstable o Regulatory Services RAMSzwsLF. Thomas F. Geiler,Director Building Division �PlfD 1rtA'1 R Tom Perry,Building Commissioner 200 Main-Street,.Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOA1E0WNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work,.pbonc# CURRENT MAILING ADDRESS: city/town 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. DEFINITION OF HOMEOWNER 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 structures. 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 permit. (Section 109.1.1) The undersigned"homeowner"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 Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signatiire of Homeowner 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 HOMEOWNER'S EXEMPTION .The Code states that "Any homeowner performing work for which a building perrrrit is required shall be exempt from the provisions of this section,(Scetion 1 D9.1.1 -Licensing of construction Supervisors);provided that if the homcowmer 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, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is 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 of this issue is a.form currently used by several towns. You may care t amend and adopt such a foan/certification for use in your community. i Q:fom-s:homccxcmpt go w mg egu atia�s an tan ar s License or registration valid for individul use only SIN before the expiration date. if foun HOME IMPROVEMENT CONTRACTOR d return to: _i Board of Building Regulations and Standards Registration- 104499 . One Ashburton Place Rm 1301 Expiration 7/14/2010 Tr# 276539 Boston,Ma.02108 4 FI Type Private Corporation rl ` q j ART DOLGOFF 13UILDfNG/REMODELING INC Arthur Dolgoff 19 McCormick Dr. `' re! Not valid without signa re 'i W.Barnstable,MA 02668 Administrator t 'u g Boar o w m e u a ioi s an an ar s +i + i s, Construction Supervisor License i4 T 1! I License: CS 4276 izy ExRlraUonl1.2711/2009 Tr# 11676 9 — Restrict 00 z ti NE . 1 i 5 VIM tar �r ARTHUR L D'OL OFFx ij ;I 19 MCCORMICK DR` / �--�— .54 W BARNSTABLE,MAtN68 Commissioner ' i 9 ■ =1j BEAM A AT.VAULTED CEILING by Weyorhaeuser TJ-Beam®6t35Serial Number: .2 Pcs.of 1 3/4" x 7 1/4'-' 1.9.E Microllam® LVL User:1 10/22/2009 8:59:34 AM Pagel Engine Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET-DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof Slope6/12 All dimensions are horizontal: . . Product Diagram is Conceptual: LOADS f. Analysis is fora Header(Flush:Beam)Member. Tributary Load Width:5' Primary Load Group-Snow(psf):35.0 Live at 115%duration,20.0 Dead. Vertical Loads: Type. Class Live Dead Location Application Comment Uniform(plf) 'Snow(1.15) 175.0 100.0 0 To 7' Replaces ROOF LOAD 35LL 20DL SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing .Detail Other Width. Length. (Ibs) Depth Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 602/36810/969 N/A N/A N/A L1: Blocking 1 Ply 1 1/2"x7 1/4"1:5E TimberStrand&LS L 2 Microllam LVL 3.50 Hanger 623/381 /0/1005 N/A 'N%A N/A H6: Face Mount None beam Hanger -See iLevel®Specifiers/Builder's Guide for detail(s): L1: Blocking,H6: Face Mount Hanger HANGERS: No Manufacturer Selected Support Model Slope Skew Reverse Top'Flange Top Flange Support Wood Flanges Offset, Slope Species 2 H6: Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 922 -752 5544 Passed(14%)" Rt.end:Span 1 under Snow loading Moment(Ft-Lbs) 1509 1509 8182 Passed_(18%), MID Span 1 under Snow loading Live Load Defl(in) '0.039 0.218 Passed(U999+) j MID Span 1 under Snow loading.' Total Load Defl(in) 0.062 0.313 Passed(U999+)i MID Span 1;under Snow loading -Deflection Criteria:STAN DARD(LL:U360,TL:U240).Additional checks follow. TL:0.313" -Bracing(Lu):All compression edges(top and bottom)must be braced at T o/cunless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge: PROJECT INFORMATION: OPERATOR INFORMATIONS ALBERT FREEMAN BILL RUBEL; CHASE RENOVATION MID-CAPE HOME CENTERS 1019 MAIN ST " 465 RT.134 COTUIT.MA PO BOX 1418 SO:DENNIS, MA 02660-1418 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright O 2009 by iLevel®, Federal Way,.WA. - - Microllam® and Microllam® are registered trademarks of iLevel®. BEAM A b Weyerhaeuser AT VAULTED CEILING y - TJ-BeanS6.35 Serial Number: 2 Pes of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL User:1 10/22/2009 8:59:34 AM Paget Engine Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE-SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS'LISTED . ' ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®: iLevel®warrants the.sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate: -Not all products are readily available. Check,with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS: r. -Allowable Stress Design methodology was used-'for Building Code IBC analyzing the iLevel®.Distribution product'listed above.: -Note:See iLevel®Specifier's/Builder's Guide for multiple'ply connection: PROJECT INFORMATION: OPERATOR INFORMATION: ALBERT FREEMAN BILL RUBEL CHASE RENOVATION MID-CAPE HOME CENTERS 1019 MAIN ST 465 RT 134 COTUIT MA PO BOX 1418 SO.DENNIS,MA 02660-141B Phone:508-398-6071 Fax :5087398-4559 h :. brubel@midcape.net X Copyright © 2009 by iLevel®, Federal Way, WA. Microllam® and Microllam® are registered trademarks of iLevel®. - - BEAM A AT VAULTED CEILING by Weyerhaeuser - TJ-Beam@6.35 Serial Number: 2 Pcs of 1 3/4".x 7 1/4" 1.9E Microllam® LVL User:1 10/22/2009 8:59:34 AM - Page Engine Version:6.35.0 THIS PRODUCT MEETS.OR EXCEEDS THE SET DESIGN .CONTROLS FOR THE APPLICATION AND LOADS-LISTED Load Group: Primary Load Group 6 6.50" ^ Max. Vertical Reaction Total (lbs) "969 1005 Max. Vertical Reaction Live (lbs) 602 623 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in). 84 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 272 -285 Max Shear at Support• (lbs') 350 -350 Member Reaction (lbs) 350 350 Support Reaction (lbs) 368 381 Moment (Ft-Lbs) 572 Loading on all ,spans, LDF = 1.15 1.0 Dead +.-1.0 Floor + 1.0 Snow Shear at Support (lbs) 717 -752 Max Shear at Support (ibs•) 922 -922 Member Reaction (lbs) 922 922 Support Reaction (lbs) 969 1005 Moment (Ft-Lbs) 1509 • Live Deflection'(in) 0.039 Total Deflection (in) 0.062 t PROJECT INFORMATION: OPERATOR INFORMATION: ALBERT FREEMAN BILL RUBEL CHASE RENOVATION MID-CAPE HOME CENTERS 10,19 MAIN ST 465 RT 134 COTUIT MA PO BOX 1418 SO,DENNIS, MA 02660-1418 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright O 2009 by iLevel®, Federal Way, WA: - Microllam® and Microllam® are registered trademarks of iLevel®. , BEAM B VALLEY.RIDGE BEAM by Weyerhaeuser - - TJ-Beam®6.35Serial Number: 1 3/4" x 9 1/2" 1.9E Microllam® LVL User:1 10/22/2009 9:06:34 AM Page Engine Version:6.35.0 THIS PRODUCT MEETS.OR EXCEEDS THE SET DESIGN. CONTROLS FOR THE APPLICATION AND+LOADS LISTED Member Slope:012 Roof Slope642 Overall Dimension:12" All dimensions are horizontal. Product Diagram is Conceptual., LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:7'6" Primary Load Group-Snow(pso:35.0 Live at"115%duration,20.0 Dead Vertical'Loads: Type Class Live Dead Location Application Comment Uniform(plf) .Snow(1.16) : 263.0 150.0 0 To 12' Replaces ROOF LOAD=35LL 20DL SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftfTotal 1 Stud wall 3.50 1.66 788/449/0/1237 ' L1` Blocking 1 Ply 1.3/4"x 91)2"1.9E Microllam®LVL 2 Wood column 3.50" 2.38" 1964/1155/0/3119 L5 None 3., Wood.column 3.50" 1.50" 521 /251 /0/.772 L1: Blocking 1 Ply 1 3/4"x 9 1/2"1.9E MicrollamilD'LVL -See iLevel@ Specifier's/Builder's Guide for detail(s):L1: Blocking,L5 DESIGN CONTROLS Maximum Design Control Result Location Shear,(Ibs) -1710 -1318 3633 Passed(36%) Rt.end Span.1 under Snow loading Moment(Ft-Lbs) . -1933. -1933 6771 Passed(296/o) Bearing 2 under-Snow loading Live Load Defl(in) 0.040 0.228 Passed(U999+:) MID Span 1 under Snow ALTERNATE span loading Total Load Defl(in) 0.061 0.342 Passed(U999+) . MID Span 1 under Snow ALTERNATE span loading -Deflection Criteria:STANDARD(LL'U360,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 12'o/c unless detailed otherwise. Proper attachment and positioning of lateral . bracing is required to.achieve member stability. The load conditions.considered in this design analysis include alternate.member pattern,loading. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software.developed by iLevelO. .iLevel6 warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have'been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily.available. 'Check with your supplier oriLevel@ technical representative for,product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: ALBERT FREEMAN BILL RUBEL CHASE RENOVATION MID-CAPE HOME CENTERS 1019 MAIN ST 465 RT 134 COTUIT MA PO BOX 1418 SO. DENNIS,MA 02660-1418 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright © 2009-.by iLevel®, Federal Way, WA. Microllam@.is a registered trademark of iLevel@). - 77.,'F 2' f Zo 7s2 AS. LOT 26 O \ 0 300 Feet S s • LOCUS MAP ", F PLAN REF 401—48 O o 99 DEED REF 10203-299 96' ASSESSOR'S MAP- 034—023 ZONING. 'RF,» ®(sAA®� SETBACKS.- 30'-15'-15' AS. LOT 23 ®�� A �'�e FLOOD ZONE.• "C,» 46204.0 SQ. FT. a� 4•s: ® PANEL NUMBER: 250001 0018 D 1 .1 ACRES ® ��� Pic J F� DATED. 07/02/1992 3.2ft ® o S T E EN J. N SHED GAR. S S2•19- ® ooYL 4 PLOT PLAN Off' LAND 7 J so" F ® Sul LOCATED AT 23vv 73 s oo 8 1019 MAIN STREET 0'4' TREES if COTUIT, - MA 41.1ft PROPOSED ` PREPARED FOR- ADDITION� � DA VID CHASE r w 73 7.oft �o� OCTOBER 19, 2009 R 9. REV 0 _ AS. LOT 24 74.2ft p REV N S�• Q �/ 'v REV 47 YANKEE LAND SURVEY Co., INC. GRAPHIC SCALE 78. �o ao 0 20 ao so AS. LOT 25 _ ^ ^ 40 INDUSTRY ROAD �`V MARSTONS MILLS, MA 02648 TEL• 508-428-0055 FAX 508-420-5553 1 inch = 40 ft. SHEET 1 OF 1 JOB # 54572 SH