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Home My WebLink About0027 CENTER LANE eV „�� , ; ;_ : , . �. . � N� ,,: e_ ti .,� . . ,: � � __ _ . . t. .: ,. . . �, a e { 0 91 o�o . LOT AREA ; CONCRETE 21,000f SO. FT. , ' FOUNDATION EXISTING , f DWELLING SHED FOUNDATION PLOT-PLAN DCE #04 227. . PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT- FOR ANY OTHER USE LOCATION 27 CENTER LANE . PREPARED FOR: CENTERVILLE, MASS. ' SCALE : 1' 40' ,. DATE : ❑CT❑BER, 28, .2010 JOHN LOPES. REFERENCE. ASSESS. MAP 251 PCL 62 , PLAN,BK 177'PG 97 ' ASHOFMq ss I HEREBY CERTIFY THAT THE STRUCTURE DANIEL 9cti� SHOWN ON THIS PLAN IS LOCATED ON THE �� A • GROUND AS SHOWN HEREON o OJALA off 508-362-4541 No•.40980 fox 508 362-9880 P down cape engineering, in c, ® U Cl ulL ENGINEERS LAND SURVEYORS DATE. REG. LAND 939 Moin Sheet.. - YARMourHaoRr, MASS. ' SURVEYOR � TOWN OF BARNSTABLE BUILDING .PERMIT APPLICATION Health Division Date Issued DL7) Planning Dept. Permit Fee Date Definitive Plan Approved bv Planning Board Historic OKH Preservation / Hyannis Project Street Address � Village � Owner Address. Square feet: 1st floor: - 2mdfk}0r existing—proposed O8vv _______ Zoning District Flood Plain GroundwaterOv8r8y ________ � Project Vadu8UOO Construction Type ~°71r er� � Lot Size Grandfath0red: 0Yes JN0 If yes, attach supporting documentation. Dwelling Type: Single Family LJ Two Family Ll Multi-Family (# units) ________ Age of Existing Structure Historic House: 0Yes 0NO On Old King'GHighway: 0Yes LlNO Basement Type: 0FuU Ll Crawl 0Walkout LJ Other B8G9rn8Dt Finished Area/Gq.ft.\ B8G8rO9nt Unfinished Area hsq.fA Number 0fBaths: Full: 8xi8tiOg new Half: existing n8vv____________ � Number 0fBedrooms: ` existing __new Total Room Count (not including b81h8): existing new First Floor Room Count Heat Type and Fuel: LJG8G LJ (li| LJE|8CtriC Ll [th8r___________ Central Air: L3YpG CJ NO Fin8p|8C8G: Existing New Existing VV0Od/CO8| stove: LlYe8 L3 NO Detached garage: LJ existing Li new size—Pool: LJ existing U navv size B8rn: LJ 0xiGtiOg U O8vv size___ Attached garage: LJ8xiGting UD8vv size —Shed: Ll8xiGting 0n8w size Other: Zoning Board Of Appeals Authorization LJ 4»p88 # R8COnd8dLJ CODlDl8rCi8| Ll Yes LJ No If yes, site p|GO review # Current Use Proposed Use ' . ' ` APPLICANT INFORMATION OR N808 Telephone Number *uuneuu uC8n8R # 10ZXJA,1,aA,`4 JX � Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � ~.~.....~..~- .~-...- ~ | � F FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ' MAP/PARCEL NO. 7 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL C " GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r 06/06/2012 12:34 FAX Q002 OWNER AUTHORIZATION FORM (Ovine Name) owner of the property located at Z 7 CeH � h (Property Address) 4!�eNf (Property Address) L hereby authorize GQ,17� C-0 d 10--T�1 0 (Sub ntractor) t an authorized subcontractor for RISE Engineering,to act on my behalf to obtain a building permit and to perform work on my property. Ai-% Date D god JUN 6 2012 - v1C a > � 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 153567 f Type: Private Corporation Expiration: 12/15/2012 Tr# 206433 CAPE COD INSULATION, INC4� r HENRY CASSIDY 455 YARMOUTH RD. _ _rt +ftl HYANNIS, MA 02601 �� ` -1 i -- _ ;Update Address and return card.Mark reason for change. 4 '� Address Renewal 0 Employment ❑ Lost Card t _ 0PS-CA1 0 5OM-04/04-0101216 Office o mer Affairs us ne ReguI Lion License or registration valid for individu!use en!y HOM S ZA before the expiration date. If found return to: Registration: 153567. Type: Off-ice of Consumer Affairs and Business Regulation Expiration: 1.2/15/2012 Private Corporation 10 Park Plaza-Suite 5170 '" Boston,MA 02116 OD V INSULATIO:[J;'IN'C__, HENRY CASSIDY 455 YARMOUTH RD=� HYANNIS,MA 0260,1 � Undersecretar At tune :._ y achusetts-:Department of Public Safeh Board of Wilding Regulations and Standards` i Qonstruction Supervisor License License: CS 100988 HENRY CASSIDY A �' 8 SHED ROW. ''f WEST I�ARMOUTH MA 02673 � •,y` Expiration: 11/11/2013 (bnmiksioner Tr#: 7620 The.Common i-t,iilch of Massachusetts Department o .Industrial Accidents W Office vJ'l a vestigations 600 tiVos/-iington Street F D w4 BOsi.t.)"1., HA 02111 -�° WWII,.ltarss.gov/dia Worker's compensation Insurance Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name.(Bi.isiciess/Organization/Individual) Phone#: 50979 Are you an employer? Check the appropriate box: Type of project(required): t. I ant a employer with4.❑ I am a gc net d contractor and I have 6. ❑ New construction etttployees (full and/or part-time).* hired the sub-contractors listed on 7. ❑ Remodeling the attached sheet.$ 2. 1 atn a sole proprietor or partnership These sub c-ittractors have 8. ❑ Demolition and I'lave no employees working for employees:md have workers' comp. 9. ❑ Building addition the in any capacity. [No workers' insurance.:1: 10. ❑ Electrical repairs of additions comp insurance required.] 5. ❑ We are tt rot 1toration and its officers It,tt C exercised their right of- 11. ❑ Plumbing repairs or additions 3. ❑ t am a homeowner doing all work exemption het MGL c. .152§(4),and 12. Roof repairs tnyself. [No workers' comp. we have nti c,.niployees. [No workers' 13. Ocher insurance required..l t comp. insucnice required.] s Any applicant that checks box#1 must also fill out the section below showirt�ih��u workers'compensation policy information. t lhoown tr crs who submit this affidavit indicating they are doing all work-uid then hire outside conactors must submit a new affidavit indicating such. tCoutruntctors that check this box must attach an additional sheet showing dtc name of the sub-contractors and state whether or not those entities have employees.if ttw sub-couu'actors have employees,they must provide their workers'comp.policy number, l am an employer that is providing workers'eornpensation.i,rnwrance for my employees. Below is the policy and job site injorntation. Insurance Company Name: I � (�►I '�..1 " �' Poticy 9 or Self-ins. 1,ic. #: Z� 0 20 � C (` 1 Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the worlters' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c: l i3 cut lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year iutprisontnent,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 lnaXje forwarded to the Office of Investigauons of the DIA for insurance coverage verification. here c i under the ins and penalties ofpetyury that the information provided above is true and correct. 771do aDate: Phon (� FF, " . Do not write in this area,to be completed by city or town official t'ermit/License# ty (circle one): lth 2.Building Department 3.City/'Town Clerk 4.Electrical Inspector 5.Plumbing Inspector Othet ntact Person: Phone#: Jul. 2. 2012 3: 11PM No. 1605 P. 1 Client#:4597 CCINSUL ACORM, CERTIFICATE OF LIABILITY INSURANCE DATE(MWDDIYYYY) 07/02/2012 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 BETWI`E14 THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:It 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 endorsemenl(s), PRODUCER CONTACY NAME: Mar aret Young Rogers&Gray Ins.-So.Dennis PHONE 508-760 4602 F 877-816-2156 434 Route 134 ac E-MAILExI: Arc No IL - South Dennis,MA 02660-1601 508 398-7980 INSURERS)AFFORDING COVERAGE NAIC N INSURrRA:Peerless Insurance 18333 INSURED `. INSURERB:Evanston Insurance Company Cape Cod Insulation Inc Atlantic Charter Insurance 455 Yarmouth Road INSURERC: Hyannis,MA 02601 INSURER:Commerce Insurance Company 34754 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE FISTED 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 11Y 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. IV TYPEOFINSURANCE ADDIP45R W D POLWYNl1MBER PVOILIDY<YYW MMIICDY`_EXY LIMITS A GENERALLIA61LI7Y CBP8263063 4/01/2012 04/01/201 EACH OCCURRENCE $1 000000 X COMMERCIAL GENERAL LIABILITY PREMISES a accTurrDence CLAIMS-MADE �OCCUR MEO EXP(Anyone Oereon) $5 000 PER$OmiA &ADVINJURY s11,000,00 GENERALAOOREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMPIOP AGG s2,000,000 POLICY PRO' M LOC $ p AUTOMoeIL1EuABILITY 12MMBCKVMK 4/0112012 04101/201 EoMBFNEDSINGLELIMIT 1000000 ANY AUTO - BODILY INJURY(PerPerson) $ ALL OWNED X SCHEDULED - _AUTOS AUTOS BODILY INJURY(Per accident) S X HIRED AUTOS X AUTOS NON-OWNED PROPERTY S (per accideau- B X UMBRELLA LIAB OCCUR XONJ453512 0410112012 04/01/2013 EACH OCCURRENCE $1 OOO OOO E)(0%ULIAB CLAIMS-MADE AGGREGATE $1000000 DED X RETENTION 10000 $ C WORKERS COMPENSATION WCA00525902 6/3OI2012 0613OI201 X WCSTATU. OTH• AND EMPLOYERS'LIABILITY y(R YLT ANY PROPRIE70�pgg7NE yFCUTIVE E.L.EACH ACCIDENT 1 OOD DDD OFFICERIMEMBEI�EXCLU09 N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1000000 II yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE,POLICY LIMIT 1$1,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES(Attach ACORD 101,Addlllonal Remarks Sphedul9,I(Irlore space Is required) "Workers Comp Information Included Officers or Proprietors Certificate Holder is Included as an additional insured under General Liability when required by written contract or agreement. CERTIFICATE HOLDER CANCELLATION Cape Cod Insulation,lnc SHOULD ANY OF THEABOVE CESCRIBIED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL 6E DELIVERED IN ACCORDANCE WITH THE POLICY PROVIsIoNs. AUTHORIZED REPRESENTATIVE ®198 -201 D ACORD CORPORATION,All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo aro registered marks of ACORD #583849/M83848 MEY o Dk, T12-31/Z � k J CAPECOD INSUL 'AT10N NB[R OLASS 5eA--55. SPRATIOAM SYSPENOEO - BATfi 4UT1'FNY INSOLATION CRILINOS - 1-800- 96-6611: Town of Barnstable Regulatory Services Building Division r 200 Main St Hyannis, MA 0260.1 Date: 00/1 �-- Dear Building Inspector Please accept this Affidavit as.docuinentation that Cape Cod Insulation, Inc. performed & completed the insulation and weatherizdtion,work at the property listed below. Cape.Cod Insulation did this in accordance to the specifications listed on the building permit application. All work has been inspected by a certified Building Performance Institute (BPI) inspector. All work preformed meets or exceeds Federal & State Requirements: ` Property Owner Property Address Village Insulation Installed: Fiberglass Cellulose R-Value Restricted Unrestricted Ceilings Slopes Floors ) ( ) ( ) ( ) ( ) Walls ` 5ea1 t✓t Sincerely He y E Ca sidy r, President Ca e Cod sulation, Inc. P`�ptHETp The Town of Barnstable.. BA Department of Health Safety and Environmental Services MASS. Ti 0 a 039. .m "rEOMa� Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection r--raMe Location �7 L.2r� Lh Permit Number d201(�0�388 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: (� Yl�g� ( �m Was eh �c4.c-rie+r �1e�el Cx tao-` e-y- - cAor yla1'S 12 p4c cTIVt_ 010.C e r p 1 UL 4n Zn --u co c �► y � ( C l$l3 ° 1+C4 l"S C. Y1eeSe� C, rm c 1. o T OL iM ` C -", S 9-I 403y Please call: 508-862-44M for re-inspection. Inspected by Date 3W I OFtHE Tp� The Town of Barnstable BARNSTABLE. ' Department of Health Safety and Environmental Services T MASS. 0 � fEOMpi° Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection �-ro m e- Location )r7 C 2.Ae-r L. , Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: WC' -Ce r `�� ,� c� ?UC. , e� vJ \ ` \ z�! �Gra�c� Ce�e� 0T C' n� Co to • `� IeS i 4 CA -q, L t"L k �s 5 1 ( �. nk��S � Vc+�� i rcc� UIw�S�.�e I yo3�j Please call: 508-862-40M for re-inspection. Inspected by Date 3)3 Jl -� ins! � vn': c,� D 3 _5 Al r �� ►� S he'd J .......... C� `r �5"tA- p i rh TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map S Parcel (/ �,� Application 08 Health Division Date Issued Conservation Division ',Application Fee Planning Dept. , '.a Permit Fee, Date Definitive Plan Approved by Planning Board 0127//�///��//�L/ Historic - OKH Preservation / Hyannis Project Street Address -n-, L�4 rz ll P Village Owner 6" S)C1no O Y2 Address lie— Telephone Permit Request 4a By Square feet: 1 st floor: existing proposed 2nd floor: existing r- proposed Total newer Zoning District Flood Plain Groundwater Overlay Project Valuation 20 Construction TypeAeU620 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: ❑Yes W�No On Old King's Highway: ❑Yes A No Basement Type: JA Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) �� Number of Baths: Full: existing_ new Half: existing O new Number of Bedrooms: existing 10 new Total Room Count (not including baths): existing knew First Floor Room Count Heat Type and-Fuel: dd Gas ❑ Oil ❑ Electric ❑ Other TTTT Central Air: ❑Yes 64 No Fireplaces: Existing/New Existing wood/coal stove: A Yes ❑ No Detached garage: Ulf existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing W new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes a No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name n 4_: Telephone Number Address , l eo bF11 La License# 1' �i16�,I'1 I�P/( ( � G1 • 6 Home Improvement Contractor# Worker's Compensation # ALL ONSTRUCTION DEBRI RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �� FOR OFFICIAL USE ONLY APPLICATION# '. _-PATE ISSUED r _ MAP/PARCEL NO. ADDRESS !/" - n l , r !f VILLAGE OWNER-% j DATE OF INSPECTION: FOUNDATION.' FRAME ...INSULATION,+� . 3I18�3:_Polti FIREPLACE . . _ ELECTRICAL: ROUGH = FINAL 4' O PLUMBING: ROUGH '? FINAL , GAS `.- ROUGH ,; FINAL Q«F;INAL_BUILD.ING !:_ -W :1 ;:. .DATE CLOSED:OUT- ASSOCIATION PLAN NO. f`" - � rt of1NF> y Town of Barnstable °-� Regulatory Services BARNSTAHLF t Thomas F. Geiler, Director p MASS. ED ,�"`� Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,W 02601 www.town.barnstable.ma.us Office: 508-862=403 8 Fax: 50 8-790-623 0 PLAN REVIEW Owner: L0 n2;5 MAP/Parcel: e2S 1 OGI Project Addresso29 Builder: 0 u)ne.c= The following items were noted on review' ing: fLl Z e��' r a�-`� �i h e�e��' �,�ti�e�s w�e�e �o ut e red.o ne, '� • As 3 ;�,�• p ov. 4� -;n mow^ n-t�'`�dq,�t� + L�r l�ww�s a or+� r Reviewed by: SQok>� �oWOE q�Iy)io 'Date: . , Q:Forms:Plnrvw s The Commonwealth of Massachusetts Department of Industrial Accidents i xl Office of Investigations 600 Washington Street U. = Boston, MA 02111 t www.mass.gov/dia Workers' Compensation Insurance.Affidavit: Builders%Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): " Address: . . ' 0 City/State/Zip: �Phone #:` Are you an employer?Check the appropriate box: Type of project(required): 1.❑ 1 am a employer with 4. ®-I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- ,.aisted on the attached"sheet. t ❑ Remodeling ship and.have no employees .These sub-contractors have 8 ❑ Demolition ' .# working for me in any capacity. workers' comp. insurance. 9. Building addition [No workers' comp. insurance 5. ❑,We area corporation and its 10.-❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work' right of exemption per MGL I LE] Plumbing repairs or additions myself. [No workers' comp. K c.`152, §1(4),and we 1have no 12.❑ Roof repairs' insurance required.] t employees.[No workers' -; ]3:❑ Other comp. msurance;required.] *Any applicant that checks box#1 must also fill out the section below showing their.workers'compensation policy information. ?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 their workers'comp.policy information. I am an employer that is providing workers',compensation insurance for.my employees.. Below is thepolicy and job.site information. _ - m Insurance Company Name: A Policy#or Self-ins. Lic.#: r Expiration Date:' ' 1 r Job Site Address:22 C a City/State/Zip: �,,V-Vt1-e �,0,02632 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'violato'r: 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 Gerd a er the in d penalties of perjury that the information provided above >is true and correct. Signature: Date: 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 5. Plumbing Inspector 6.Other Contact Person: Phone#: . r Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or"other legal entity, or any two or more of the foregoing engaged iri a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." i � i. MGL chapter 152,,§25C(6)also'states that"every state or local licensing agency shall'withhold`the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance.of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking'the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be'submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is`being requested, not the Department of' Industrial Accidents. Should you have any questions regarding the-law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. "Self:insured companies should enter their self-insurance license number on the appropriate line: City or Town Officials ;; a L&. Please be sure that the affidavit is complete and printed legibly. The Department=has provided a space at the bottom of the affidavit for you to fill out in the event the Office.of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number.,In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. z The Department's address,telephone'and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents. Office of Investigations 600 Washington Street x Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax# 617-727-7749 www.mass.gov/dia s, Comp. 7 ia Q � i G 10/15/2010 09:23 5087753821. OLDE CAPE COD. INS PAGE 01/01 Oct-11-10 , 04 aRm Fram- T-040 P.0011002 F-010 TOWN OF BARNSTABL'E CERTIFIC �bAN 1 AqQCE 10MV20110 HIS CERTIFICATE IS ISSUED-AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW,THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN HE ISSUING INSURERS ,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 teams and conditions of the policy,,oertain policies may-require and endorsement, A Statement n this certlflcata does not confer ri hts to the certificate holder in lieu of such endorsement. PRODUCER Olde Cape Cod Insurance Agency, 296 Winter S! Hyannis,MA 02601 COMPARRS AFFORDING JNSURANCE COMPANY A ` , - GRANITE STATE INSURANCE COMPANY INSURED John Lopes 27 Center Lane Centerville.,MA 02632 COVERAGES THIS 1.S TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVi BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOT WITHSTANDING ANY.REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED THE POLICIES DESCRI290 HEREIN IS SUBJECT,TO ALL THE TERMS,EXCLUSIONS AND CONDITI'ONs OF SUCH POLICIES.LIMITS SHOWN :' MAY HAVE BEEN REDUCED 91Y PAID CLAIMS. TR TYPE. SURANCI? POLICY NU M11 POLICY GFFECTTVr DATP. POLICY rXPIRATION PATPi ORKER C MPENSATION AND VAPLOYERS'LIABILITY LIMITS HE PRCPrPJVOR/ PARTN15RS/EXECUTN@ DFPICDR$ARC: - INCL 0 PxCL q ®5291 j > , 0/02/201 C 10/02/2011 STATUTORY LIMITS OTHER - CavomBe ApMiae to NiA OPEMIOMn Only, - - EACH ACCIDENT 100,000 DisEmm POLICY Lima S 500,000 DISEASEGACN EMPLOYEE $ 100 000 DESCRIPTION OF OP TION9NEHIGLES/SPECIAL ITEMS RE:THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE_FOR JOHN LOPES, CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANYOFTHEABOVS CEACRIBED POLICIES BE 0ANC5LLED 6EFOAE THE BLDG DEPT EXPIRATION DATHTHERCOP.NOTICE WILL BE DELIVERED IN ACCORDAnIde 200 MAIN ST WHTETHC POLICY PROVI 00, HYANNIS,MA 02601 AUTHORIZED REPRESENTATIVE The Commonwealth of Massachusetts Department of industrial Accidents Office of liivestigations 600 Washington Street t f r Boston, MA 02111 yy www•rnass.gov%dia Workers' Compensation Insurance Affidavit: Builders/Contra ctors/Electrici anslPlumbers Applicant.Information please Print`Legibly Name (Business/Organization/Individual): Address: City/State/Zip, Phone.#: — Are you an employer? Check the appropriate-box: Type of project(required): 1.❑ I am a employer with 4• [�'I am a generahcontractor7andl 6 New construction have'hired the sub-contr _ _ employees (fiill and/or part-time}. 2-❑ I am a sole proprietor-or partner -listed.on the attached sheet. 7. /� Remodeling ship and have no employees These sub-contractors have S. Demolition employees and have workers' working for me in any capacity. 9. ® Building addition [No workers',comp. insurance ,` comp. insurance.$ 5. We are a corporation and its 10.( Electrical repairs or additions required.] ' 3. I am a honeowner.doing all work officers have exercised their. 1 l.� 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.[I Other t comp.insurance required.] ti *Any applicant that checks box#1 must also fill out the section below showing theirworkcrs'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 sut--contractors have employees,they must provide their workers'comp.policy number. " I am an employer that is providing workers'•compensation insurance for my:employe es. Below is the policy and job site information Insurance Company Name: - Policy# or Self-ins.Lic.#: a 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 MOL 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 maybe forwarded to the Office of Investigations of e D A for insur e coverage verification: I do hereby cer a der th ,pai and penalties of perjury that the information provided above is trice an4eorrect. S i nature: Date: Phone#: i' Official use only. Do not write in this area, to be completed by city or town'official - City or Town: Perinit/License#. Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5, Plumbing Inspector 6.Other Contact Person: Phone#: Information and fnsfiructiOES lo oye Massachusetts General Laws chapter 152 requires all employers Prlhe'sdervioce workers, ano oth P under oany contrac on for their �lh fees. Pursuant to this statute, an employee is defined as ".,.every person in express or implied, oral or written. legal An employer is defined as "an individual, partnership, association, ccorporaatio t Lives of adeceased employer, oo ore Lbe of the foregoing engaged In a Joint enterprise, and including the legal p receiver or trustee of an individual, partnership, association ments or other legal entity, employing employees. However the ccupant of the oner of a dwelling house.having not more than th do anlenance,ncdoostniclion who eorhepair work on the o w such dwelling house dwelling house of another who employs Persons o or on the grounds or building appurtenant thereto shall not.because of such employment be deemed to be an employer.' MGL chapter 152;-§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a lice se or permit to operate a business or to construct buildings in the commonwealth for any 1. tproduced acceptable evidence of compliance with the insurance coverage required," applieantwho has no Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall cote f into any contract for the performance of public work until acceptable evidence of compliance with the insttranee requirements of this chapter have been presented to the contracting authority," Applicants Please.fill out.the workers' compensation affidavit completely,by checking the boxes that apply to your sihration and, if necessary,supply sub-contzactor(s)name(s), addresses) and phone numbers)along with their certificates) of insurance, Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required..Be advised that this affidavit may be submitted to the he affidavit nt of The affidaviilshould Accidents for confirmation.of insurance coverage, Also be sure to sign be returned to the city or town [hat the application for the pennit'or license is.being requested,not the Department of Industrial Accidents. Should you have any questions regarding required to obtain 8,,wD-fklrs' the Jaw to rf ys i are f-insu ed compa ics should enter their compensation policy,please call the Department at the number listed be w . self-insurance license number on the appropriate line, t City or Town Officials Please be sure that the affidavit is complete and printed legibly, tT e Departos entLo has t ovideYOLl.r a spa g the ce at he bottom of the affidavit.for you to fill out in the event the Offiee of lnves g Please be sure to fill in thc.permit/license number which will be used as a.reference number. In addition, is applicant that muss submit multiple permiVlicense applications in any given year, need only submit one affidavit indicating current or policy information (if necessary)and under"Job Site Address" the applicant should write"all locations in stamped or marked by the c)ty or town may be provided to the town)."'A copy of the affidavit that has been officially applicant as proof that a valid affidavit is on file for future permits or licenses.. A nan busiiness or commercdavit must be ial F 1 venlu7 year. Where a home owner or citizen is obtaining a license or permit not related to y (i,e. a dog license or permit to burn leaves etc.) said-person is NOT required to complete this affidavit. The Office of lnvestigalions would li e la Chyoti in-advanc-e for—you-r-co.op-eration and should you have any questions, please do not hesitate to give us a call. The Department's'address, telephone and fax number: The.Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02.111 Tel # 617-727-4900 ext 406 or 1-877-MASSAFE Fax 9 617-727-7749 Revised 4-24-07 www.mass.gov/dia AWC Guide to llwor! Cnrrstrcr.ctioir r.'rr flii;li IY�rrrl;(r�crs: IX0'fra lr {V�nrlloirc Massachusetts Checklist fol- C01iap.hanCP- (780 GIN' 53()1:3.1.1)' Check Compliance 1.1 Wind S Wind Speed (3-sec. gust).............................. .. ............... ....:. .. . .::: .. ..... ......:: ... .... 110 mph Wind Exposure Category .:a . ...... .... B ............................... Wind Exposure Category. r. Engineering Required For Entire P,,rofecf... .... .:.. ... C 1.2 APPLICABILITY `" - Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) stories s 2 stogies Roof Pitch ........................ (Fig 2) `12:12 Mean Roof Height- r ..(Fig 2) .......................... ft _< 33' Building Width, W .. ..... . . ...(Fig 3) .�tQft 5 80' Building Length, L ................................ ..(Fig 3) ft s 80' Building Aspect Ralio(L/W) .......... ..(Fig 4) . !: 5 3:1 Nominal Height of Tallest Opening Z ... (Fig 4) .......: .. ....:....................... s 6,8, -! 1.3 FRAMING CONNECTIONS I General.compliance with framing connections.................. (Table"2) .,.. .. . 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concc rete........ :., ., :;' Concrete Masonry .......... ..• ,.: ,: .... ... .... .. ... 2.2 ANCHORAGE TO FOUNDATION1'3 5/8'Anchor Bolts:imbedded or 5/8"Proprietary Mechanical Anchors as an alternative.in concrete only Bolt Spacing—general (Table 4) n. i Bolt Spacing from end/joint of plate ........................ ..(Fig 5):. ... .. in. 5.6"—12", Bolt Embedment concrete............... in. > 7 . g . .....,. .,. .. ........ " Bolt Embedment—masonry .. ....:... ...... (Fig 5):. . .::...... in. > 15" Plate Washer..... .............. . :... ..... ,..........,.. . ...(Fig 5).. .,:.... .....:........:..,.... >3xxIWI 3.1 FLOORS g (per Floor framin member spans checked (p 780 CMR Chapter 55) .... • •• _6z ft<12' Maximum Floor Opening Dimension (Fig 6).., .......,,................ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wail (Fig 6) .. ,.. ...... .. _ Maximum Floor Joist Setbacks ... .eft 5 d' Supporting Loadbearing Walls or Shearwall: ... ...:.....(Fig.7).......... . : ..... � Maximum Cantilevered Floor Joists Supporting Loadbearing Walls 9r Sheanvail..`.,.: ....::.(Fig 8)... ..... .. ....: ft 's d Floor.Bracing at Endwalls....•. (Fig 9).... . ... ...... Floor Sheathing Type (per 780 CMR Chapter 55) ...... .. Floor Sheathing Thickness ... .. (per 780 C Chapter 55 �in. � Table :. * d nails at, in edge/Irfn'field . Floor Sheathing Fastening.... ......:: ....... .. ...... ( 2) ; i s 4.1 .WALLS - 1 Wall Height_ r �t ; Loadbearin ,walls......................: .` .... (Fig 10 and Table 5) `` l ' Ift ft <.10 . ••••••••••(Fig 10 and Table 5). ..... �'�'*..... s20' �C Wall Stud Spacing ......... ... .(Fig 10 a_nd Table 5) .' in s 24 .o,c. ............. ....,.......,.....(Figs 7& 8) ...... .. ...... ft 5 d Wall Story Offsets :`. — 4.2 EXTERIOR WALLS' Wood Studs Loadbearing v✓alls.. ... . ... ,. ..(Table 5),, .....:; ... . � � -r— Non-Loadbearing walls.................. .....: .....................(Table 5).: :,: ....2x -�'ft in: 3 Gable End Wall Bracing Full Height Endwall Studs.................. .... (Fig 10)....: .. ... ................ WSP Attic Floor Length:......:..:......:..............................(Fig 11).............................:............... ft zW/3 � Gypsum Ceiling Length (if WSP not used),....,.I...... ....(Fig 11)................................I..........._ft?0.9W and 2.x 4 Continuous Lateral Brace.@ 6 ft. o.c. .. (Fig 11).................................:........................... or 1 x 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 Splice Connection (no. of 16d common.nails).......:......(Table 6).......,:....,,...,........,...........,,:..............._ ATVC Guide /0 Iflood Coflvlr[iction ill Hi,{l/l M/h1d,d1'erzs; 110 fflj�lr. Wind Zone Nliass,,iclillsetts .cllc�c.l(.list fiber C0111jAi1 ,'111C(', (790 Ci1tf2'5301.2,I.1)i Loadbearing Wall Connections Lateral(no. of 16d common nails)..........................:...,.(Tables 7).....................................,,.............. Non-Load bearing Wall Connections Lateral (no. of 1.6d common nails)...........:. ( )................... Table 8 ....................................................... 1� Load,Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ................................................(Table 9).................................. ft_in. < 11' SillPlate Spans .........................................................(Table 9).................................. ft,—in. 5 11' .Full Height Studs (no. of studs)....:................................(Table 9)........................I....................... ,:,..:. Non-Load Bearing Wall Openings (record largest opening but check.all openings for compliance to Table 9) ',Header Spans,...... r .....:.......... ......................(Table 9),................................. ft_in. 5 12' SillPlate Spans.... . ` , ................ ................,.....(Table 9)............:..................... ft in, 5 12" Full Height Studs (no.,o1studs).......................:............(Table 9).........:......:......................,............... Exterior Wall Sheathing to`Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Talh�st QpeningZ 5.......::...................................................................... 6'8" Sheathing Type........1! ....%\y.....:...............(note 4)..................................................... Edge Nail Spacing.........................:................(Table 10 or note 4 if less)........................__(��_in. Field Nail Spacing..............:........:... :.............(Table 10)..................:..............................�-L in. Shear Connection (no. of 16d common nails)(Table 10)................,...,....................I............. Percent Full-Height Sheathing...................:...(Table 10).......,............................................_% 5% Additional Sheathing for Wall with Opening > 6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest O enin Sheathing Type.................:�`........................:.(note 4)....:....................................I......... . Edge Nail Spacing.........................................(Table 11 or note 4 if less)................,.......in. Field Nail Spacing.......................................:..(Table 11)................................................... ( iin, 't Shear Connection (no, of 16d common nails)(Table 11)........................................................— Percent Full-Height Sheathin ..... Table 11 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts)............. Wall Cladding Rated for Wind Speed?,...... 5.1 ROOFS ROD framing member spans checked?.......:................(For Rafters use AWC Spin Tool, see BBRS Website) Roof Overhang ................. ..... ..............:.....,.(Figure 19) .............q[, ft s smaller of 2'or L/3 t/ Truss or Rafter Connections at Loadbearing Walls Proprietary.Connectors Uplift .....,:(Table 12)......:.....................................U= plf Lateral:......................:.......:..............(Table 12)... ............I.......................L= plf `N Shear....................................,..........(Table.12)...................................,........S= plf-1 . Ridge Strap Connections, if collar ties not used per page 21... (Table 13)........I....I...............I.T= plf Gable•Rake Outlooker::::.......................................(Figure 20) .............to ft 5 smaller of 2'or L/2. —� Truss or Rafter Connections at,Non-Loadbearing Walls -+ Proprietary Connectors Uplift.............................................. .(Table 14).......................I. = Lateral (no..of;16d cot�}�on nails�.(Table 14).....:..:,..:................ ...:.....L= . lb. Roof Sheathing Type..... . ..,Q..!. "!4?.YY (per 780 CMR Chapters 58 and 59) ............ _sue ;. x Roof Sheathing Thickness....... ......1�..... ...A......;.... '.............:..............................._)in. >_7/16"WSP �G Roof-Sheathing F-as#erring................ ..... C.....:......�Tabl �e ).....:. .............. ................................... 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 N . 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.. THE r `Town of Barnstable Regulatory-Services swxtvsrwsLe Thomas F. Geiler,Director Building Division PIfD µp'l A x ' •` Tom Perry,Building Commissioner 1 200 Maiti.Street Hyannis,MA 02601 _.. www.town,barnstable.ma.us Office: 508-862-4038 '` Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION P. Please Print DATE: JOB LOCATION: �2 number Q street ,� village "HOMEOWNER': _,Zy y" li D�� name home phone# 4L__work phone# CURRENT MAILING ADDRESS:2-7 city town a state zip code The current exemption for `homeowners was extended to include owner occupied'dwellings.of six.,units,oroless and fo allow homeowners to engage an individual for hire who does not possess a lic6nse,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 f person who constrgcts more than one home in a two-year period shall not be considered a horneowner,` 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`imd'er'tlie liuildint?permit.s(Sectioii.;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,Depa.=cn ,„in;rr,um' ecdon procedur and requirements and that he/she will comply with said procedures and afore 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. - HOMMO WNER'S EXEMPTION ti" .The Code states that "Any homeowner performing work for which a building perinii 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:. x work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption an unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Ueeasing 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 corhmunities require,as,part of the permit application., . that the homeowner certify that hdshe understands the responsrbili6c's 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 fomJcertification for use in your cormnunity.'; Q:forms:homcexempt V • THE rocs Town of Barnstable Regulatory Services r r • a BARNSTABL.E, y suss. $ Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 k Property bier Must �. Complete and`Sign This Seci-ion If Using'A'Builde p , J as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) nature of Date Print Name ---- -- - If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. Q:F0RMS:0 WNERPERMISS)0N From•.A&enne Frazee FaYJD: Page 2 of 5 tXft:W1 ImUl u()1:5W I-M Page:l of 0 9/ 15/2010 2 : 20 : 46 PM 8935 ® 03/03 DATB MMDM'* CERTIFICATE OF LIABILITY INSURANCE 0111010 THIS CERTIFICATE is IssOEO As a NmTTER or IsroAmlor ONLY AND CONFERS No RIGHTS UPON THE CERTIFICATE BOLDER. THIS CEBTIMATS DOSS NOT AMMIATIVELY OR NEBATIVEL4 ARM, EXTEND OR ALTER TES COVERAGE APrORDED NY THE POLICIES EELOV. TNIe CSRTIPICATE OF INSURANCE DOES NOT CONSTITTTE A CONTRACT SET 11 TEE DOING INSORER(G), ADTNORTSSD IMPRESMAIM OR PRODUCER, AND TEE cicwnrICATS soma. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(fes) must be endorsed. If SUBROGATION IS VAIM, 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 endoreemaot(s). rroaum COMMIT Northeast Insurance Agency Inc rum Mar 294 Worcester Ct (Ale.So.bd)- Falmouth, ba 02540 raOucM Amu=ADD. nnaamcci arrmm coomm Dues 7981mm Iman a<A.I I.M. Mutual Insurance Co Lawrence Reich MISOM a; P 0 Box 1223 IDAPDaI!: Sandwich, MR 02563 D: 1111MUM P1 COVERAGES CERTIFICATE N0M8ER: REVISION NUMER: %9=Is.00 CUTIST SH"TEE rOLZCEMS Or Zosu=Q LISTID MOR save ASCII ISSUED TO TEN=Sum mm ROO=Ift ape rOLZCT VEWMD aD=MED. NO'A(II1'ffiTARD— —*RNQUaI ' TUaiM -CONDISZON or my CONIRMT OR wam DOL, , ,VM BNSPlOLT TD NeI�TaIS c my NN ZSSOED OR BOY MUM TOE II�NM mrN'ORDED aY TNB POLIC7S5 msmmm BM=IR sORMS!TO an TIM MICROS, ac mzaes An CMDM=s or SOB"MICDM3. LWIS Sam MAY NAVE BNEN am cm BY PAID amIMS. m FOLLY VOLICT NNP LDDts w TYPE Or IISVRANCt roLICT NUMBER FOLLY .alalrla) GENEM LIABILITY n'� 8Dli 0lMaDCe i O—LAb MMM U M"11IMM Da11ADa t0 ffirED i rDffiTMDI(GaDoemv.ael CIaDB aADr OGCOR Its no(Amw Mae P 1 i El ❑ FMML A Inv rwme i OWL AVAMTr LIMIT APPLIED aA: AsmBttE a ❑PDLIGT 13PDA -0— • rDOBGtM-GDIQ•/Q ADD D D AP IL$LIaBII.ITY ceann STEM LOUT ❑ADY APIs ' (Da DDoidaat)_ i 13A6L A103D AVM - >DDILT®DQ em.oD r ) nDIDCBIDDb i Arm DDDILT mmmtpu—Ia." �83@D ArM , ra m"r DapOI ❑DD-GWZD APrW ❑ O Y ouAELLA LUD El acc(m m aIT GCCWAS i . oCMClD9 AI►D CLADn MADI aOoatDan: 8. DEDKTI)Lr R �DlRrrlo! i i � cm —SMON mND r7RLOY m LIABILITY ® ,cos Dnr• TN8 PRDPRIEMR/PARTNEAS/ A EXECUTM OPPICCM ABI D.L. aus alenme i __ 100,000 ❑ ircl ® excl 7008967022010 07/16/2010 07/16/2011 E.b.DILPi�-rA mNlflaB i 500,000 E.L.Dlssase_CA msw.wsr N 100,000 rnD®rs >sslalPriO oP areaarlDa rm ImaTlm: LAMENCE REICH IS NOT COVERED BY THE WORIMsICO1@ENSATION POLICY. CERTIFICATE BOLDER CAN('LLLATION JOHN LOPES SWW MT or'DM<.Jam DENCam=POLICINs NN CUCNLL®AS, THE 21 CENTER LANE s:Y'Ie02011 mm Tancor, -no WZm Be aEumm IN mommeh IS plan SEE BOLICY PROv'I6IA1N5. CENTEMILLE, MA 02632 AMU==ReemsmLMIq�-1 10/14/2010 21:46 5088880550 ALNEIDA AND CARLSON PACE 01/02 A . CERTIFICATE OF LIABILITY INSURANCE DATE��1onvall0 TM PRODUCER Phone:c5oo 6�0 a>;(508) TM lOtT MATE 19 1$SUHD AS A MATTt1Bt OF INPORNATION P.O.BOX✓�CARLSAAi INSURANCE AGENCY MC. ONLY AND coMPM ND 1o118 11FON THE CERTMATE P.Q.BOX H MOLDER. TM CERM"TE DOFB NOT ANIF.1fD, EXTEND OR SANDWICH AAA o4563 ®D By RMt+�.IctEs eELOw. INSURERS AFFORDING COVERA(IE NAIL o INSURED MURER A: St Paul TrswidoM JEFFREY G IADONI31 INSURER 8: 371 SERVICE ROAD SANDWICH MA 02663 INSURER C UMrV I f tal hmumnse INSURER D: COVERAGES INSURER E: THE POUMES OF TO INSUAWNAPIM ABOVE FOR THE POItCYPERtpp 61DICATL•0,NOTVV17TtSrAND1Np Y REQUIREMENT.TERM OR COMMON OF CONTRACr OR OTHER DOCUMENT YfRH TOTME P Ties C6RTIFfBATe MAr BE ISSUED OR MAY PERTAIN THE INStRIANCE AFFORDED BY THE POLICIES DEBbUeEo HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS of 8ucm POLIQU.AWMATE UM IM SHOWN MAY NAVE SEEN Q011= 7 PAID CLAIMS. NMAM LTMIMUTYPE OP INSURANCE FOLCY NUNBER PQ=EFF9C"6 p ►om ?" LImrTB GENERAL LIABILITY W10115 C622 12t0�1/0g 18l01n0 X COMMERGAL GENERAL uAgILiTY �---. ! 1,000,000 s 6%000 CLAM MADeQ Ot�UR LIED.E7rn(Airyr one perm) s 6,000 A PERSONAL6ADY ; 1,EW.00 GENERAL AGMQATE S 0.� GENT AGGR6pgTE OMIT APPLIES PER: x IoUCY PRO- PRODUCTO.COMPfOP AM S &No� A,UTOROBU UAOMVY ANY AUTO cOmWIlD StNGLE Lam $ ALL OWNED AUTOS WHEOULED BODILY N1URY AUTOS BODIL reen) s WIRED AUTOS NON. 1AM AUTOS 80DS.Y mwJRY . tvaraaodenU = AOE s GARAM LUIBAlrY ANYAUTO AUTOORIY,` pEItT t OTHER THAN C i ATIT�oNLv: Aar fiRCFss/UA omw uA1 uw OCCUR �CWAtStAADEHE 0 A( GATT S DEoucTleN� : RETENt10N 8 T s Lmi mury ND WC31Smaeo " =30109 12(3of10 wesrAna � e E.L.EACH ACCOM Q ^"� a 1oQ00R wift IDIONS ew ELDItIE%BE-EAEMPLOYEE OF OPERATtQN ILOCAT CLMXCWSIONS EXCAVATION,SEPTIC INSTALLATIM AND REPAIR . JeR t>Tdonlai ADDRSEIwAENT/�ECIAL PANS P is NOT eovemd utter the WorketTM Compton PpLy CERT►F►CA HOLDER sIIOUL0 ANY OF THE ABOVE DE.SCR18fD POLICIES BE CAMMUED BEFORETHE ETtPW►TTON DATE THEREOF,THE 1881JMIG WIRER .tOHN LOPES TODo�I NOTICE TO THE CE RTIRCATE MDER NARK ENDEAVOR MAIL KWFFAILUREE� SD0.778 7844 1T8 E�NTS�eMPOM RO GBUGATNON OR LEWUTT OF ANYIDND UPON 7M INSURER.R�EBENrATIVES. AITMOR IiENTATTYL AltetttbT►: �� /Ii 0MV ACOM 2S 12�11� CeRifiOsbe E 8413 M8tlm8T1 A.Rafmorld ®ACCR D CORPpgAZTON 1ga toff Asp(,) (S �P4�N 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 27CTl2 f .rTliE MASSACHUSETTS STATE BUILDING CODE ct,talLo - 0 No.3TUR P 1 j A WC Guide to Wood Construction in High Wind Areas;110 mph Wind Zone pF 0 S7RUCTuF"' Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' `T s orva,E " `, Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust) .. ................ ............. . .. . .......:....:. 110 mph Wind Exposure Category. .. .................... .......... . ....:.............. B — 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a ssgry) L stones s 2 stories _ Roof Pitch ....... . ........... . .... ...... (Fig 2) ... . ... .... ........it h 12:12 Mean Roof Height ... . ........ ......... ... (Fig 2) . ..... .... . .... .... ft s 33'Building Width,W ...... ..... ............ (Fig 3) ....... .... . .. . ..... ft s 80' Building Length.L ... ..... .. .... ... ...... (Fig 3) ... . ... .. .. ..... .... ft s 80' Building Aspect Ratio(L(W) ......... ...... (Fig 4) . ... .... ..... ....,; s 3:l . — Nominal Height of Tallest Opening= .... ... ... (Fig 4) - ti " 1.3 FRAMING CONNECTIONS General compliance with framing connections... (Table 2) ........ .. ........ ..... ....... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete ..... Concrete Masonry ..:........... ... .. ......... ........... . ....::.:........ . .... — 2.2 ANCHORAGE TO FOUNDATION'.' ` Anchor Bolts imbedded or%"Proprietary Mechanical Anchors as an alternative in oncrete only 5(M� Bolt Spacing-general...........•.....• (Table 4) (,a �j!t��i 2 in. � 1� _-� A � /L- Bolt Spacing from end/joint of plate ...... (Fig 5) ......•..`...... �in. s 6"-12" .(G - �p P Bolt Embedment-concrete........... (Fig 5)......................... ..-Z in.i 7" Bolt Embedment-masonry.............. (Fig 5) — in.z 15" Plate Washer ......................... (Fig 5) .... ............... z 3"-x 3"x 1/4" 3.1 FLOORS — Floor framing member spans checked ......... (per 780 CMR 55.00) °..............:... Maximum Floor Opening Dimension.......,. (Fig 6) ..................... 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) Maximum Floor Joist Setbacks — Supporting Loadbe-aring Walls or Shearwall . (Fig 7) ft s d Maximum Cantilevered Floor Joists Supporting LoWbearing Walls or Shearwall . (Fig 8) ....................... =ft s d Floor Bracing at End Wails .................. (Fig 9) ...... ... ................ Floor Sheathing Type . ......... (per 780 CMR 55.00) ............... Floor.Sheathing Thickness ................. (per 780 CMR 55.00) .. ........ in. Floor Sheathing Fastening ... ...........•. (Table 2)&.d nails at_Vin edge./,�in field 4.1 WALLS Wall Height, . .. Loadbeadtig walls ......... (Fig 10 and Table 5) ..........feb ft 10' Non-loadbearin walls 8 ....... .. (Fig 10 and Table 5) .. ft s 20' Will Stud Spacing . .......... .. ....... (Fig 10 and Table 5)..... . .in s 24' o•c. Wall Story Offsets......................... (Figs 7&8) .. -ft s d _ 4.2 EXTERIOR- WALLS' wood Studs Loadbearing walls : (Table 5) 2x ft b ;in. Non-Loadbearing walls ........:. ( ) Table 5 2x ` Gable End Watl �Bracing'. Full Height Endwsll Studs........... (Fig 10) ' ........ _ WSP Attic Floor Length :. ........... (Fig 11) ..... ft z W/3 "G �m-Ce;L'� .. and 2 x 4 Continuous Lateral Brace®6 ft.o.c...(Fig 11)........:..................... or I x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 f.spacing in end — joist or truss bays (Fig 1.. . ... .. . ..:..t, Double Top Plate e Splice Length. :.,. .. ... .. .`... 3 and Table 6) . Splice Connection(no.of.16d common nails)(Table 6). . ..... ... ... •. _ - 1054 780 CMR-Seventh Edition 12/28/07 (Effective 1/1/08) OF ASS 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS •(N gOtiG APPENDICES 2 M1cHELE sm Loadbearing Will Connections CUDtL04 Lateral(no.of 16d common nails 0 No.3477 Non-Loadbearing Wall Connections ) (Tables 7) . . ...,.• 2 0 UCTuaAL — STR Lateral(no.of 16d common nails) ......... (Table 8) rL Load Bearing Wa110penings(record largest opening but check all openings for c pliance to Table 9)— REGIS� Header Spans. ...................... (Table 9) $ill Plate Spans .................. ••. ft�D in. (Table 9) Full Height Studs(no.of studs) ft,Q in. s I P ........... (Table 9) '2— Non-Load Bearing Wall Openings(record largest opening but check all openings for mpliance to Table 9) Sill Plate Spans.... . ft in. s 12' (Table 9) „......(Table 9) Header Spans.,.... ;....•............ .. (Table 9) • """"" ". . co ••••....•. Full Height Studs(no.of studs) .... '''''•'• '•'••• ft in. s 12" • . � — Exterior Wall Sheathing to Resist U�and Shear Simultaneously.. •... . .. . .. . ..` . .. .. Minimum Building Dimension Nominal Height of Tallest Opening' Sheathing Ts 6'8" _ Edge Nail Spacing - Field Nail Spacing �1� •••••• (Table 10 or note 4 if less) .. ....... in, m (Table 10)......... ..... . . .. .... i g Shear Connection(no.of 16d common nails)(Table 10) —` Percent Full-Height Sheathing ).. . (Table 10 .. . .. ............. _ 5%Additional Sheathing fo Wall with Openin >6'8"(Design .. .... ..✓r_%Concepts).......... Maximum Building Dimensio<1 — Nominal Height of Tallest Opening Sheathing Type ....... .. . ...... `s 6'8" — ..... . (note 4)........ .... . ... • . .. -/ Edge Nail Spacing • • • YV lP ••••••••••••••••... (Tablellornote4ifless) . .. . .... — Field Nail Spacing �_in, .........:.. (Table l l).......... ............ •�Z in Shear Connection(no.of 16d common nails)(Table 11) Percent Full-Height Sheathing (Table 11 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).. :........Wall Cladding Rated for Wind Speed' ..................................... . 5.1 ROOFS — Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang.. ....,...,,, . , (Figure 19 — Truss or Rafter Connections at Loadbearing Walls ) '' —ft s smaller of 2'or L3 _ Proprietary Connectors Uplift (Table 12). Lateral ............................ (Table 12).,............. U Shear. . ... . L= (Table 12). S=� Ridge Strap Connections,if o 1 tt Gable Rake Outlooker not se r page 21(Table 13)............. T= ................ .... 20 plf — (Figure ) ....•�_•(•,.ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift ....... ....•............ (Table 14)...... Lateral(no.of 16d common nails) ''' '''''''''' U lb. — Roof Sheathing T (Table 14)................ .... L=—lb. _ YPe ...••••••••........:... (per 780 CMR 58.00 and 59.00)............Roof Sheathing Thickness . . .., Roof Sheathing Fastening / in. 2:7/16"WSP _ . (Table 2) e��.fP. . ;a4,q!Notes: 1.. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR 5301.2.1.1.Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Strips per Figure 11 c. Uplift Straps per Figure 14 d. All Strips per Figure 17 e. Comer 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]Oared 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and I 1 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements 12/28/07 (Effective 1/1/08) 780 CMR-Seventh Edition 1055 Cy AWC GWde to Wood Consiructio►t in High Wind Arens: 110 ►►tph Jfind Zone Massachusetts Checklist for Compliance (780 CMR s;ol.i.l.t)'e-. -:3- OF+ 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. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment •-MME'N TINS EDGE MS18 ON FPA~118E 8d NAU ATBb&_ - .----- 11 11 11 /1 Y H 1 11 1� 11 11 11 M N 11 11 1/ 11 11 /1 11 1/,F I/ Y1 /1 11 $ J t'1� it it 16 n iti oil F■{Ji/� Il 1l a U u U 1/ 11 11 11 11 11 11 W 11 11 1 tll rw ♦� DOW M�i; - ------ ` NAIISPACM See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment CM II'C Grride to IVonrl Cmrslruclion irr High Wind Areas: 110 mph IVirrd Zone Massachusetts Checklist for Compliance (780 cn912 S3u1.2.1.1)' a , EDW 1 .V 1 1 I, is s � ' FAAMIN 1AElABEiMS _� � , LL 1 f 1 1 3*14IN 9 MAIL PATIEFIN PANEL PASS E0M MR LF.NAIL GrA SPACNO'MAL Detail Vertical and Horizontal Nailing for Panel Attachment GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12"long,w/2-1/2"hook spaced 4' o/c,QQr in concrete piers w/ Simpson ABU-series base; SPACED 2'o/c for slab-on-grade construction(i.e.Garage). Vo ti, FRAMING 1. All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for 110 MPH Exposure B. 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b. Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber: All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSI.):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi.Fc_per-750 psi. Fc_par2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 48"o/c; Rafter to Ridge Plate: Collar ties min. Ix6@ 48"o/c at top or Simpson Straps over top of plywood spaced 48"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32" larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7. Blocking. a. Blocking shall be solid blocking,2x minimum,and full depth of member. b. Stud Walls:provide blocking at 8'-0"o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building comers. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-I0d toenails ea.end,or 2-16d end-nails ea.End d. New Framingi Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist andrafter plane at all edge plywood edges to this blocking or Mass 8.Nailing Schedule: "��y All nailing shall be.in accordance with Appendix 120.Q,unless noted herein specifically. C) MICHELE Multiple Studs 16d @ 12"staggered Z 0001LO -A a:All nails shall be common wire nails. o No.34774 `n b. Sub-bore where;nails tend to split wood. TURAL 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code Table 5 l,)," O. STRUC o �� E .MIGHE�E CU� L6� P• SSIpNRt_GN Consulting ,:Structu�nl Ertnir�aar 123 Cottonwood Lane, Centerville, Massachusetts 02632 S Drawn By; MC Date: 08 / Z) Drawing �Z --7,! 6eq'J Ttn--'". . ��,s^�i4a Scale* AS NOTED Rev. 0 �'�►F n-J�� 1'"(A File Name: LofIE5,� Project No.: � 7 .. . IU "cu vvI In %, Ury I IIVUUUJ VVUUU b I KUL;I UKAL NANtL JHtAI HI OUTSIDE ELEVATION SIDE ELEVATION •- - - Extent of header two braced wall segments) - - - Extent of header (one braced wall segment) ----J i Pony ry .- Min. 1,000 lb wall Braced wall segmentk (�' r ` per IRC Table R602.10.4 '` t•' tension stra k, „; p height". S j Strap shall centered at be :; • • f • t 3{ 'y# t, ;�i 5� t tti�nth 4 , � 7 , ':.J�t -i • • • • ,• MIDIa1 , ��;w f bottom of •i • • .. n r, t "k�. ,, zit , • 1..'.l.. t�',t L4 �stl �y t 1 • • • • ,• + header. I• c,,l� 'i\., 4 "Cxn 3 1L�t }\n'\,�,.` thb.; Q�Y hl\tea !� • • :• • ;• •» +. `' - 2 to 18' (finished� opening width) 16d sinker 2 j•, • ; Fasten sheathing to header with 8d common i nails (0.148' Ix. ;;"„ nails (0.131" x 2-1/2") in 3" grid pattern as shown x 3 1/4'') in • of `o; ;I "• 2 rows j j,i ` and 3" o.c. in all framing (studs and sills) typ. ,t 1 .;. @ 3" o.c. ill " Header shall be fastened to the king stud ]htwith 6-16d sinker nails (0.148" x 3-1/4') W ood struc- •;• ;•;: rf �,;,� .=.r, turol panel Minimum 1,000 lb strap shall be - 1,;,� r. 10` centered at bottom of header and installed �� `� �' must be 1 .. ,n I '• 1• .,, t.,,x � @,tt �f da ' ;, continuous max77 . r ! on backside as shown on side elevations �`� t- ' •1 CTY , height I•i• 1i, TR, i ti ti •' 3 �'r--- _ from top of .1. --- )e ee p p For a panel slice (if needed), ti _._-- I•,i wall to bottor • ;1•I• panel edges shall be blocked and of wall or occur within middle 24 of wall height from top of wall to i•�• �•,•i Wood structural panel strength axis1 permitted •. t 1�, tA� i` i i i.i Splice area .,.� Min. number of studs shoshown:" a\�= ��fyl t (•;•; ;•;• ; - Min. length based on 6:1 aspect ratio. �44 "y � �•1•; - 7/16" min. }�` «•, For example:l b" min. for 8' height. thickness wood structure , - ---1---; --------=-- ___ panel --- Anchor bolt per IRC Table R403.1 .6 typ sheathing Min. 2"x2"x3/16" plate washer No. of jack studs per re: IRC Table R502.5(l&2) See Table 1 - Not to scab OVER CONCRETE OR MASONRY BLOCK FOUNDATION Form No. J740 ■ C 2008 APA - The Engineered Wood Association • www --- --- --------- -— --- _ ..... _._.—.....- ...... _.--- = _ s MICHELE CUDILO, P.E. /gyp L._S Consulting Structural Engineer p y a o tones ane, en emue, assac use 6 3� Drawn By: MC Date: pg /3t 0 -Drawing a in `Z-7 -r��i�'GJ'(_YL- tz�: Scalier AS NOTED Rev. 0 cjj (`-` -}✓�t..L.l_. � File Nome: p ZOO— ►J K"— Project No.. ■ 2b GAR by Weyerhaeuser 4 Pcs of 1 3/4" x 16" 1.9E Microllam@ LVL .�. (�� Yf "TJ-Beam®6.35 Serial Number:7005107030 User:2 8/31/201010:59:21 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page t Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED �— 23'2318" Product Diagram is Conceptual LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 13' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.76" 6032/2168/0/8200 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL 2 Stud wall 3.50" 2.76" 6032/2168/0/8200 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(Ibs) 8083 -7052 21280 Passed(33%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 46206 46206 62228 Passed(74%) MID Span 1 under Floor loading Live Load Defl(in) 0.741 0.762 Passed(U370) MID Span 1 under Floor loading Total Load Defl(in) 1.008 1.143 Passed(U272) MID Span 1 under Floor loading -Deflection Criteria: HIGH(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 12'7'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member.stability. 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. -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. \f 0F"1r PROJECT INFORMATION: OPERATOR INFORMATION: MICHELE CUDILO LOPES,JOHN Michele Cudilo o No.34774 ' Michele Cudilo,P.E. " gTRUCTUR?,'. , 27 CENTER LANE,CENTERVILLE 123 Cottonwood Lane Centerville,MA 02632-1979 Phone:5087717601 Fax :5087717163 r mcudilo@comcast.net Copyright O l 2009 by iLeve , Federal Way, WA. Microllamfi& is a registered trademark of il,evelJ. C:\Program Files\Trus Joist\Job Files\2010-LOPES1B.sms c �� '4 �12x I — L& K1 I COHTINLaA V-DCIQNG � I 11 I I I it I I �I II I I I I I I I II I I I I 2 X NAILER J /u ! I Z-11,//r 100T -3(.--o.,- COT IThGGER£D) t l! I I /'?- 412,CAPC P 1. Ir— // A15c t orC�,l/r X Ia r I I I I I R 1 I I STUL cJuw W o I I T�`1 3� v I S - I I -7 I M rovTn+G. CR COHTINJOus vk-L rDOT WG � u WE PL, i ' I NnTES AND MATERIAL UATERIAL cpFrlcrreTTn Ic :rucYural Steep ASTM A992 sho pnlnted w/ rust Inhlbltive palm BcVts, ASTM A510CGalvJ; � dla, expansion - t e x -or-`.�-,anshlp to conform with American Institute of Min Steel Constructler, P- I `55s3chusetts State Bullding Code Latest Edition requirements. - �etds to be E70xx electrodes, Shop weld cap and base plates to �yzHor�1ss' ��.s. .^or'�Ir•ate all dimensions with Architectural Drawings,!!Qnd field verb ��o MiCIIELE e qulr e d. o CUDILO rn to u N0.34774 STRUCTURAL y �ForsT�F� q s/ At- 3f� MICHELE CUDILQ, P.E. I A� A/ Consulting Structuroi- Engineer t 1 !4c( .TAIL— Centerviile, Mossochusetts 02632 f ��7 kbjb N t 5 �1 , Drown By: MC Date: �3 / . Drawing . � Scole: AS NOTED Rev. 0 1� VL r l File Name: o� s Project No.: - l, it III e..... � v. • � ' �I I Cb W- !S/co 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS h of M THE MASSACHUSETTS STATE BUILDING 7 LI�L ILDIN 2 G CODE �-��= K., r �V G eke- t�ICt1.ELE y�;a' AWC Guide to Wood Construction in High Wind Areas;110 mph Wind Zone CUDl10 OF �, Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 `T No.34774 s STFUCTURAL. / Check .1 SCOPE Compliance Wind Speed(3-sec.gust) .. .. .......................... . ........ ........... I10 mph Wind Exposure Categoryy .. ..... ......... B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a )Sr stories s 2 stories _ Roof Pitch . . . . . .. .... .... . .. (Fig 2) .. . .... .... .. . _ ' k 12:12 Mean Roof Height .... .... ..... .. ... (Fig 2) .. . .. ..... . ft s 33' — Building Width,W ... ... ..... .... .. ...... (Fig 3) ft s 80' Building Length,L .. . ..... ... .... .. ...... (Fig3) ... . ... ... . ........4 , Building Aspect Ratio(L/W) .... .. ... ...... (Fig 4) . ft s 80' _ S� s 80 _ Nominal Height of Tallest Opening....• ... . .• (Fig 4) .I�w$$1s 6'8" _ 1.3 FRAMING CONNECTIONS General compliance with framing connections. .. (Table 2) .... ... .'. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete Concrete Masonry . .. . . ........ ...... ... ..... .. — 2.2 ANCHORAGE TO FOUNDATION'.3 %"Anchor Bolts imbedded or% Proprietary Mechanical Anchors as an alternative in conc to only Bolt Spacing=general.... .......... ... (Table 4) lam :, /�tg1D� „ Bolt Spacing from end/joint of plate ....... (Fig 5) ...... ..`•..... 4 in. s 6"-12" Bolt Embedment-concrete....:......... (Fig 5)...... ................. .Z in. k 7,. Bolt Embedment`-masonry............ (Fig 5) in.i 15" Plate Washer_. ........ ............ (Fig 5) .. ................. �t'3"x 3.,x t/i, 3.1 FLOORS Floor framing member spans:checked ......... (per 780 CMR 55.00) .......... ...:.:.. Maximum Floor Opening Dill enslon ......, .. (Fig:6) ........ .. L Full Height Wall Studs at Floor Openings less than 2'from ExteriorWall(Fig 6) Maximum Floor Joist Setbacks'> - supporting Loadbearing Walls or Shearwall (Fig 7) ....• _ ft's d Maximum;Cantileveredfloor Joists Supporting Loadbearing Walls or Shearwall :(Fig 8) =ft s d Floor Bracing at Endwalls ...:............::(Fig 9) Floor Sheathing Type (per 780 CMR 55:00) — Floor Sheathing Thickness `'(per CMR 55.00) .. 3 in, Floor Sheathing Fastening (Table 2)_&d nails at in edge/ in field _ %4.1 .WALLS Wall Height Loadbearing walls; .:. ...... (Fig 10 and Table 5) tr8 ft s 10' Non-Loadbeanrig walls .. (Fg l0 and Table 5) Ib ft t 20 Wall Stud Spacing : Fi 10 and Table 5 Wall Story:Offsets (Fig ) in. s 24"o,c. (Figs 7&8) .. ..... .. =ft s d 4.2 EXTERIOR WALLS' Wood Studs. Loadbearing walls .................... (Table 5) ...:.:. .....2x = ft b--Min.,. Non-Loadbearingmalls ............ :. (Table 5) ............2x Gable End Wail Bracingft Full Height F.ndwall Studs . .... .... (Fig 20) .. WSP Attic Floor Length .:, (Fig 1-1) ft a W/3 ew wsp and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)................. . _ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking 4 ft.spacing in end joist or truss bays 1... ..............Double Top Plate Splice Length.... ..... .... . ..... .. .... (Fig 13 and Table 6)P4. . Splice Connection(no.of 16d common nails)(Table 6). ...... ....... .. 1054 rim �{ 780 CMR-Seventh Edition 12/28/07 (Effective 1/l/08) � r r - C Ll EP1 ! � By ' /f 80 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS o� RAICh1ELE .: oCUDILO V No.34774 APPENDICES m STRUCTURAL J, Loadbearing Wall Connections Lateral(no.of 16d common nails)qF� ......... (Tables 7 2 gEo% ) . .. ...... . .... .. . ......... _ — _`.�� Non-Loadbearing Wall Connections Lateral(no.of 16d common nails ......... (Table 8) .......... . ... . .. ...... .. 12, Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)- 1 Header Spans.......... ............... (Table 9) !D . .�ft in. Sill Plate Spans .... . .. ................ (Table 9) ft O in.s III Full Height Studs(no.of studs) ........... (Table 9) . I _— V\/. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...... .... .......:......... Table 9 Sill Plate Spans.... . . .... .... .... (Table 9) ... .. ft 12" Full Height Studs(no.of studs) �, !. (Table 9) 12- . .. _ Exterior Wall Sheathing to Resist U an Shear Simultaneously' Minimum Building Dimension Nominal Height of Tallest Opening' ......... ..... :. . ... .. ... t �t . s 6'8" Sheathing Type ..... .. . . . . ... ... ..... (note 4). . .. . ... . .. . . . . .. . .. _ Edge Nail Spacing . . . .... .. .......... (Table 10 or note 4 if less) . . ....... in. Field Nail Spacing ................... (Table 10)...... ... . .... . . .. . ... �� — Shear Connection(no.of 16d common nails)(Table 10) — Percent Full-Height Sheathing .. . ....... (Table 10)... .......... . . ... ..... .. 90 _ _ �� 0 L-dtJ I Fri 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........... Maximum Building Dimensiot,'L — Nominal Height of Tallest Opening' t Sheathing Type ...... . ....... ... ..... note 4 — . ..... ........ . . _ Edge Nail Spacing . .. . .... . .......... (Table 1 I or note 4 if less) . . ....... in. _ Field Nail Spacing . .. . .. . ..:. .... .... (Table 11)......... .. .......... . Z in Shear Connection(no.of 16d common nails)(Table 11) . ....... .. _ Percent Full-Height Sheathing ......... (Table 11)...... . ... . ... ..........2' _= 13, 3 Lw•Fr 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........... Wall Cladding — Rated for Wind Speed? ..................... _ 5.1 ROOFS Roof'framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...... .............. (Figure 19) ...... _,.,ft s smaller of 2'or U3- Truss or Rafter Connections at Loadbearing Walls; lam' Z7 71! Proprietary Connectors 1 Uplift (Table 12) SlM Lateral l"I able 12) Shear. ..(Table.]2) ............. 5= t� �:.2151 t Ridge Strap Connections tf o l ti not se page 2i.(Tabie 13)....... .. .T==plf Gable Rake Outlooker .... ...: ,,..: (Figure 20)N/...:U ft I smaller of 2'or U2 Truss or Rafter Connections at Non Loadbearing Walls Q Proprietary Connectors Uplift .. (Table 14).... U— Lateral(no.of 16d common nails) c (Table 14)... .... L 1b. Roof Sheathing Type . ....... (per 780 CMR 58.00 and 59.00)..... ..... Roof Sheathing Thickness '7#in.i 7/16"WSP Roof Sheathing Fastening ............ (Table 2) Notes: I. This checklist shall;be met in its entirety, excluding the specific exception_noted in 2, to comply with the requirements of 780 CMR 5301.2.1.1 Item l.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: w Steel Straps;per Figure S b 20 Gage Straps per Figure 11 c. Uplift Straps perFiguro'14 Al!Straps per Figure 17 & Conner Stud Hold Downs'perFigure 18a and Figure 18b Exception:Opening heights of up to 8 ft.shall be permitted when 546 is added to the percent full-height sheathin¢ regUineYnMta clnun+.iw Tnbl�.]o..,,a)1. - s. -rne bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated lit-grade. 4. a. From Tables 10 and I land location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements 12/28/07 (Effective 1/1/08) 780 CMR-Seventh Edition I055 ELSEP �;f/i6REC'D I s Cotes�p�,'s A WC Grride to Wood Construcliorr hi High fti ind Arens:'l l U ►rrph Wald Zon s-7 C � Massachusetts Checklist for Compliance 780 CMR 5301.2.1.1> E&431'eL F. -3 v, 4- 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. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -ell lin T ON .. f AT 8'b.G t! tI - h iti' r 11 I r a L U w W: 11 _H- rl __ MAL sPACM.. I PAN�i 1 See Detail on Next Page Vertical "and Horizontal Nailing for;Panel Attachment y L ATE ..', �r-� S E P 1 6 RECD B ,A WC Guide to 61%od Conslruelion in High bVind Areas: 110 mph fl ind Zolle,,,'7 66 1M I Massachusetts Checklist for Compliance (780 CMII S3111.2.1.1)' (.*J115 /IW � � r I � r r r r r ' r r �r it r r r r t r i r r r r I ' F MEMBERS EDGErr r. . r r r r r r f C __ , r . r STAGGEFE4 NAIL PATTEfMi PAM PAIW EOW DOUBLE NAIL EDGE SPACM MAL Detail Vertical and Horizontal Nailing, for Panel Attachment LPSE 6 RECT ,� ' ►.o Town of Barnstable *Permit# ?7.24 3 ` Expires 6 monMs from issue . : Regulatory Services Fee Thomas F.Geiler,Director Building Division X-PRESS. PERMIT Tom Perry, Building Commissioner S E P 9 200 Main Street, Hyannis,MA 02601 2004 Office: 508-8624038 Fax: 508-790-6230 TOWN OF BARNSTABLE EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint . .apfparcel Numbed' 6Z 'operty Address �l �t�n � fo Y�'JG} � • 3 Residential Value of Work_ Ar��/'Q Minimum fee of-$25.00 for work under$6000.00 wner's Name&Address T-C U . l Inal ontractor's Name Telephone Number ome Improvement Contractor License#(if applicable) / mst iltion Supervisor's License#(if applicable) ]Workman's Compensation Insurance Check one: El I am a sole proprietor ("'I am the Homeowner ❑ I have Worker's Compensation Insurance surance Company Name orkman's Comp.Policy# )py of Insurance Compliance Certificate'must be on file. amit Request(check box) 5T Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of root) , VRe-side ❑ Replacement Windows. U Value (mum.44) 'Where required: Issuance of this.pemut does not exempt compliance with other town depmtnent regulations,i.e.Historic,Conservation, , ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. Mature 'orms:expmtrg ise063004 / Notes: • � """ 1.All work to be performed in accordance with Massachusetts State Building Code 780 CMR,seventh Edition,or as directed by authorities having local jurisdiction. 2.Contractor to secure all permits,and to arrange for all required inspections on 3 site. r, C 3.All debris to be disposed of legally off site.Completed work to be in usable and clean condition. LOCATION MAP NITS • 4.Patch and repair all areas of the existing building where affected by new work. ASSESSORS MAP 251 PARCEL 62 - Replace all components where temporarily removed during work.Refinish areas as ASSUMED DATUM required to match existing. l • 5.Contractor to coordinate his work with utility companies and other third parties \ which may need to become involved in the completion of the worlL / 47. / tl,kz 6.Cost of all permits and utility company back charges to be by the Owner,unless / \ + 0, otherwise specified in the Owner-Contractor agreement. f.s 475 \47.'o0... •'. 4xe f ti 47 to�/ 3i 47.7 /✓473 /1 7.6 g\y/ .. PAVED DRIVE 47.7 G \ LOT AREA 21,000t SO. FT. 8 SMOKE DETECTORS REVIEWED 47. EXIST. 2 a7 , GGA� 1J Z7/v +47.1 +47.8 Wil LDIN'GYa P-T DATE ' 47.9 EXIST.DWELL. 47 +46.6 7.87.3`\\ 6 FIRE DEPARTMENT DATE +45.8 +46.1 0 + BOTH SIGNATURES ARE REQUIRED FOR PERMITTING BENCN a--aN q +45.7 � CaNGM P 6. 47.6 +453 +45A - +47.1 45 7 + +46.5 <4 44.e - . SITE PLAN SHOWING PROPOSED GARAGE ADDITION !! AT 7O0 a3.9 00 27 CENTER LANE }433 CENTERVILLE List of Drawings: PREPARED FOR • 11 SOa-362-4541 1ev sae-36z-9esoJOHN LOPES Site 1- Site Plan +43.6 I do—ope.eem 0 oNar�at Al - First Floor Plan down cape engineering,lac. DANIEL JULr so,zoto A2 -. Second Floor Plan +43.6 I A . t civil engineers JAu A3 - Elevations Vx land surveyors No.40980- Scale:I"=20� 939 Main Sheet (Rte 6A) 4, ,� A4 Elevations YARMOUTHPORT MA 02675 u ri /1 0 10 20 30 ao 50 FEET AS Sections and Details ? I� DATE DANIEL.A. OJALA. P.E.,P.L.S. A6 - F A7 - Fr mdation Plan !! raming Plans 04-227 - A8 - Framing Plans Andrejs R- STOMS Architect a4 River Yew lane,'tC: lervaia M4sa4chiSeui t17632. •Telephone(509I 7904A7F 1 Site Plan Site Addition to 27 Center Lane S i l.e+ r`enterville.MA 02632 _ 7 27=8° NEW T0UJ4D4,-r16N. , � I I .Jzi:fID.E7AeR_.LET�AcIC ,. .ExISiJNG.NOUSE FOUNDATics U.If- 3%4' L ' __._—llIMrri 5E`sS�E7c�xf£Brest_� GO---6 U:L K.-.N_'.E FAdI-DDN�11L�4 - _KU`ISGISJaE[.L r-jRO_-� r 111111 N ?AT0,j. NUV-WOLA - 1aIr T -L1�I4 +3T3E43B�° P R� II I I I I h � r - __- rnr-a�n � -JIhNQRd lb I � , 2 -' ILIEG-M913M..1N_' W/D —. dl>ra-ccaiEJ _ sa6rETa--,.�-T`a' �- -Y/ALI::'ttQApJ2_J1T DlNlub--P.oiaM_ IIl/',) I _ NAU; .._...m.- TAIS:rEEI:6EAM AtwvE^ LINE I2 uvffL_-up.NpI l� l .�6QN'YLIPE =LgEE--EN414EERIPG) [. 4ARA4 E. - I H I I I I taoIST I I I I I I C=07A 7._0:'0...X. I . • 11NE-.OF.EYISi_'y..-WAL- OF''. p MICHELE CUDILO No.34774 _-: t 5T yi-oa- ALAI-I STRUCTURAL !� lA 1Cndr Ar Striki§ Architect I vso Qsm.. BS River Yew tane, GentervUla Mmuhuselts 076.t2- TepLone(5Da) First Floor Plan Addition to 27 Center Lane A 1 re-..o..Alln MA 026i2 I I I I _flP.€P�SKiUGRtf 1 j HN¢Y. CL lo' W/D m � SRI .. .......... .... .. .. ^ .3=-S'-'1FIGtl.--613FI78HE_D.tM- H / 15.8° ,a 31dY13ao.M � / I O I• I / YELeet+LON. 2coM � m • I I 7LYtIL ( . GAF ^w lot S 27C8" `-- .W-t`_Z�L Andrejs R. Strikis Architect 95 River Yew Lane. Centerville,Ms .6wetts 0202 -Telephone(5W)79GQM i Second Floor Plan Addition to 27 Center Lane e 7 " P1nl.0 vCUT -fir I I , _ ,. 4.ASbI�L'L.�lIF1fiI.E5.TYO. - mmn TP. l`(P• ' a as —H. iHill. 0 a a aaa aaaa _2sC11218a_.�Ll1:RtfiG..._. I I � —.ww Ln ... .. tLLtDAT.tcN L:.512F-L UAT16 W A Arels R. $trikis as River view , Architect tape Centerville,Massachusetts OM2 .Telephone(SM)790<14" - Elevations Addition to 27 Center Lane A ' �LTfd7R_$9U£I1tlG GHINMEY xnv:..wayE:smslx i w n � W I - 'CaQ3f� LLS�TfP. -FleEArej� . haW+AnNuaW — I_ as a I I I I ._-_ I I LJ EIL-_BASEMEUT� I 1 --------------- IH 0 H -------------- I�---------——---— -- — ; I 1 FF7 SfD�-ALE-VA'Tii�67 I I I I y.n 1 --- �AR:. �YATID.� AndrejS R. SUMS Archlteet a5 River Vew Iane;_-6-m e.Maaa66MU MAM •Telephone(5W79TORM' Elevations ' Addition to 27 Center Lane A4 t lip a( e— iy ,ZP7 q8 _ \ \ -GYlSUr+l wAwBot�.G. CI . Ul will D Y ra e� _ CI � 1 '�J�DI�. _{s%ISTW 1. Bli E�.7EN1 •�. GA56k1ENr/� - _ •. , (Z, �H OF MASS ji- "( is ai _. qC —_- o= MICHELE GN o CUDILO aneF�AtYie iMsr: .6.e�s AM TSP. 0 fV0.34774 cn STRUCTURAL 13 BATS.. MIN y TYf "9TtDql 3e 9&.-UII.. VKOR.:RETevaE¢-Q¢E:uP me.f- NAU.ER.TYP - \` s -Andrejs R. St[ikis Architect —_ ——— ————— 85 Riva Yew Lone, 4ntem'Oq M_h r,MW .—Pl._(5 08)79¢097D - -- ----- Sections and Details - a>t s , 40_N 7L4PL-__�ZE_G_TIDA AT Rp-W-':GPR_A.GE FA _._.,_z. .,f,:�-_ _ tion to27Centerane S t ' 13�10�� Ib-Ip•, .�fREAO-.1'DA_'ttN9:"tYP. � -- 5 1 I I10• 13Lp' 13'G J0 I. I - I I 1 ' k 1 - I °(� I ---- -------------- =-a --------; 1 l.Z—AO✓ p 5,�1 '7' 3' ZZ�Z" 7 fl 1' ""- N v -:5 riisY..... _..�YEE✓...e>nrn—enavE �'i ( — -S - Dy _': :'�a.41,a--- _ _ -- ._--•-- "��'r .,y1��7�y F 't,—,� � I •7, ((jyC)�' i I IO D I i •0 r ,yC I �W4�1 i _f^tmeEsa o es as z _ L( y44 I ...1 --- I -- - —-�— IV � 15TpeY t -gnwswr...- -.,--gE�7dp151T10 M - - NEW F15L1NCSA'LI6F1�1A1`L_. - _.._. I MaS`S s c MICHELE �s CUDILO ° No.34774 n U STRUCTURAL Andrejs R. Strikis Architect 85 River Yew Lane, Cen4rv81e,Mo..ht utb OW2 •7&phone(588)790-m Foundation Plan A W t /` Addition to 27 Center Lane A6 yQ� Centerville,MA 02632 — ---I-I s . �t7i RooF—g6fiF85..— Ila 1 . 1 -' SKYULUTf N O n .o I J A I ,jet iove LAJtL LL MASS -Tasrac:.:�,SECLOR=.:UT@ Zri A'f. NpcGr�' -NEa ".�0� "�Lz2E11N:G PLAN E►.E yGs �GU�04 o NQ• 34 A STAUGTUR �r -- ' - Addition to 27 Center Lane 6�— � '' Centerville 1VIA 02632 1 I _1 _ 1 M I I � 10.8� ---- �� rUpg7�4 o No.3 ST R UCT► f;AL RECIst�P``�v r^�, r ym, knd7 ` W. Framing Plans -- 1 Addition to 27 Center Lane. 6 A �Centerville MA02632 -�"^� F } -31�'ND_ EXI£SltiG LHIIdN.EY / 6-TIE n I - • L__- Jf�311NDONJ I 1 - I -- I -- --— ---------- 1 5 Andrejs R. Strikis as Rive View vne,.: Architect -C..nte,ville,Massedluzelts 0263I -Telephone(50�99b091(1 Elevations —�- C Q�(e'Y �LJD 6�. D