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I , , - � I I - � � , , � - �� � s.� � , " , ,,,,,, , L,��!,,,,,�,,�,i�''Lt";,��L,L&L�����, '.�Alll 7���� 1=­,�,� � � , -" . , , � I -, ?" - ��,�-- �� `�,�,, ---­�j ,,, ,,- ! 11 � I , - , � --.,,--,,,,,-," �. -I��:,��!, ' �_�.` �LL� , , 4�,� � ,',, �� ��� � ,��, �,I ,, � , 1�,_­`,i:,_�__, , , "", ,��o, 11,­ � 1 4,��,-,�� " ;,�-Q� ,,­ L,-_­ .�� ,_:,���,�,;,� � �iL�L_`,,',L��,- "'", �'� ��'_', - _' ,,�, -, _�, , � �� ,�,'. ,,�, 'i, - - ,,:,��,o'L' ,k N S 8034'40, E N 30.0' 10.0' 9,51 p0' CL 15.7' V / 7 a / . Exis t. L l Garage/ Exit t. / f S.Q.S. I / Area 13,871f S.F. l J 1.9' 0.32f AC. l I N 00 / / cb h IN A Oil �- I l Prop. Shower l and stairs 30 4s„ 6, E' l 00' Prop. Stairs 10.3' / L to basement 36.8' l #64 ` �i 10.0 Exist. Exist. I Dwg. �v 38- Fdn. I h 1 IN 4.6' 10.1, 10.0' 5.3 TOWN OF BARNSTABLE ZONING , 7p6 6, 14 ' l BY—LAW (Pre—Existing, Non—conforming) 7 .0 N 10.0' ZONE .. RD_ 1 Exist. sonotubes kk SE78ACKS : for deck FRONT = 30' STREET ADDRESS #64 KEARSARGE AVE. SIDE = 10' OWNER: MARGARET CAMPBELL DEED REF.: 8K. -22727 PG. 11550 REAR = 10' PLAN REF.: PL. BK. 159 PG. 123 PROPERTY LINES SHOWN HEREON I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL WERE COMPILED FROM AVAILABLE KNOWLEDGE, INFORMATION AND BELIEF THE DWELLING PLANS OF RECORD AND VERIFIED SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS ON THE GROUND. -OF THE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE. a &oFM,4SS,,, "AS-BOIL T" 7HE FOUNDATION DEPICTED ON 774IS TERRY PLOT PLAN � �' - PLAN WAS-LOCATED-:ON_THE GROUND - o-- '-ANN- -�N _- ,..-IN - - -- BY TAPE SURVEY ON DEC. 31, 2010 AND U WARNER EXISTS AS SHOWN AS OF THE DATE No. 38721 BARNSTABLE, MASS. OF LOCA710N. 0�5 P 'SCALE. 1"=20' DEC. 31, 2010 THIS PLAN IS FOR PLOT PLAN I 7ERRY A. WARNER, P.L.S. PURPOSES ONLY '�•I311 I 22 LONG ROAD HARWICH, MA. 02645 Scale: 1"-20' (508) 432-8309 0' 20' 40' 60' THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. PROJECT NO. 07-221AS i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 197 Parcel 1,R-3 Application # c 2e) czQ®15 c Health Division Date Issued Z Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 0 2116�IZ Historic - OKH _Preservation / Hyannis (JJ Project Street Address (.4 KeAZ,5A R GC ZA Village C'E-4T—PVIIJ r Owner t1AZ GA)ZET CANE!ReLL. Address.(04 KMd[t54 P_C-6 /?-P Telephone Permit Request F„X)ST'IM& GAM66 FLMACE FRONT 'POTTEN (LAID P-FIACE Ski I N&LS / WRL ACE D00A S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District '��' Flood Plain Groundwater Overlay AP Project Valuation 2060. Construction Type L000D Lot Size 13869, M .FT-. Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure ? Historic House: ❑Yes J4 No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other SLATS / pla Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) -- Number of Baths: Full: existing — new Half: existing new— Number of Bedrooms: — existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/.,coal stove: ❑L s ❑ No Detached garage:)d existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: existing :0 nevp size Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other:�". -� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ UV Commercial ❑Yes ❑ No If yes, site plan review # -- m Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name MNALD T. SILV IA Telephone Number A08-NO-Odd6 X )06 Address 13,81 A MAW S jC�2V1ZT HA License # C S 10391 ON,9S' Home Improvement Contractor# 1014,27 Worker's Compensation # 11C C;r79 70761 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 13 SIGNATU DATE Al IA2Q'Z fi } FOR.OFFICIAL USE ONLY S. w APPLICATION# 'r DATE ISSUED -� MAP/PARCEL NO. - ADDRESS - VILLAGE OWNER 3 t • + .NF h. DATE OF INSPECTION: Z FOUNDATION ` FRAME INSULATION FIREPLACE � ELECTRICAL: ROUGH FINAL' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL- Y FINAL BUILDING 0 (. DATE CLOSED OUT ASSOCIATION PLAN NO. kt TheComnm wealth ofMassachusetts W 3DepartmentfniKstr(^'A6cidents. ' l ' O jcce of Investigations f . 600 Washington Street' Boston;MA 0111 k ; www.mars gov/dia .. °. Workers Compensation Insu .nn.ce Affidavit:Builders/ContractorsMectrician`s/Plumbers Applicant Information Please Print Le gibiy Name(Businesslownization/Individual):_S 6!YI A t l w A..LLC -Address: 81, A NAM ST, City/State/Zip': 01ST'EKVI1.L, & �db 5'S'# Phone:#: S�$• a p-0 Are you an employer?Check the appropriate bog. 4. I am a general contractor and I of project(required) -Type 1.�I am a employer with (�. ❑ _ g , employees(full and/or part-time) *..A' have hired the sub 6; ❑New construction 6 2.❑ I am a'sole proprietor or partner- listed on the'attached sheet Z. ❑Reawdeling ship and have no employees *;y ' , R These sub-contractors-have g.'0 Demolition working for me in any capacity employees and have workers' co $ 9. ❑Building additicn [No workers'comp.insurance MP..insurance 5. We area co oration and its. 10. Electrical required.] � ' _ ❑ IP ❑'. repairs or additions '3.❑ I am a homeowner doing`ill work officers have exercised then Plumb❑ ung repairs or additions myself. [No workers' comp. right o f exemption per MGL 12 goof ❑ rep ,n�, ance require t a.. c. 152, §1(4), and we have no 3. a 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'affidav�t indicating such $Contractors thatcheck this box mast attached an additional sheet showing the name of the sub-contractors-and stair whether or those entities have `` employees. If the sub contractors have employees,they must' then",workers'co policy mp,p y lam an employer that is provuting workers'compensation insurance for my employees. Eelow is the policy.and job site information. _ {x Insurance Company Name: fs Ji} e` Policy#or Self-ins.Lic.# Exprcation Date. s Job Site Address:-61 K�S,4G A Te' jlt ' 1Y� City�state/Zi Oa6 31_ F p: Attach a copy of the workers'compensation policy declaration page`(showing the policy number and. iration date). Failure,to secure coverage as required under Section25A'of MGLo-c, 152 can lead to the imposition of criminal penalties of fine to$1 500.00 and/or one ear' uP y 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 insmrnce coverage:verification '.. f I do hereby certify unde the.pains and penalties of perjury that the information provided above is true and correct Date: Phone 70fficialDo not write in this area,to be completedbyty or town officialn. Permit/Licensesghority,.(circle one) ; .wn Clerk:4.Electrical Inspector 5.Plumbin 1:Board of Health 2 Buiidmg Department 3 Ctty/To g Inspector 6.Other >w 44 f` + • Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee-of an individual,partnership,association or other.legal 4utity;�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.�vork AAA dyvelhi}g i" or on the grounds or building appurtenant thereto shall/not because of such employment be deemed to be an employer." 0. i� a�4',{.. 1'• '�t.�..t hd^Zi�. - ,"M.R W:�.r"•." n ti 4 d� 1.•�'b t L b"}dual P.,,w�w MGL chapter 152,'§25C(6)alsoTstates 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 coverag 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 comF&Ace 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-contcactor(s)name(s),addresses)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-insw-=e license number on the appropriate line'. City or Town Officials 011 Please be sure that the affidavit is complete'and printed legibly. The Department has pt,vi4ed a Ispace at the bottom of the affidavit for you to.fall,out uithe event the Office of Investigations has to contact=you regarding�the applicant. Please be sure to fill in the peimM cense number which will be used as a reference�numbet,,In addition,,.an applica$t�l n`•y. .� t,}5 11 0 k t•r A 6 i1. that must submit multiple perautlIiceilse applications in any givenlyear,need onlysumt one°afidavit indicating ciiaent 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 i 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`obWning a license or permit not related fo any business or commercial venture (i.e..a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit The Office of Investigations would Like to.thank you in advance for your cooperation and should you have any questions,. please do not hesitate to give us a call a '; , '•: The Department's address,telephone-and fsx`number:. The CO MM04 wealth Q£M=aChue Departemt of ladt Acts Office of f avestigatiam 600 washin&6 Sheet Bostw,MA 02111 W.##61 7-'27-4900 ext 406 or 1-M-MASS.AFE Revised 11-22-06 FaX#�617-727-774 wwwmass.gov/dja ✓fie--� uvec�sltfi o��.�aoluae�ta I• Office of Consumer A fairs&B sines Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR I before the expiration date. If found return to:. . Registration , 101627 Type. Office of Consumer Affairs and BusinessRegulation Expiratiortx /2612�12: Pnuate Corko atiai� 10 Park Plaza-Suite 5170 Boston;MA 02116 SIL IA&-SILUTA AySS TE Jo, i Ronald,.Silvia 1 1'284 A MAIN ST. ~� Y OSTERVILLE,MA 02655: Undersecretary A�signatureNot valid dthou I `lassachusetts- Department of Public Safety Board of Building-, Re�-ulations and Standards Construction Supervisor License e: CS 16932 RONALD,J SILVIA t� 44 ICE VALLEY RDA OSTERVILLPMA 02655` a ,w Expiration: 11/18/2013 Commissioner Tr#: 7138 A`oRo® CERTIFICATE OF LIABILITY INSURANCE iA2s/2o1�) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT K NAMEY ath g.1.1Via The Fair Insurance Agency Inc. PHONE (508)775-3131 FNC No:(508)790-1677 619 Main Street Et,6.fairins@capecod.net P.O. Box 430 INSURE S AFFORDING COVERAGE NAIC# Centerville MA 02632 INSURERA:Seneca Insurance Co INSURED INSURER B:SafetY Insurance Co. 39454 Silvia & Silvia LLC msuRERc:Chartis /Granite STATE ARWC 13102 P.O. BOX 430 INSURER D: 1284 Main Street INSURERS: Osterville MA 02655 INSURERF: COVERAGES CERTIFICATE NUMBER-CL1191300138 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE D S R POLICY EFF POLICY EXP POLICY NUMBER MIDD M/DD LIMITS GENERALLIABILITY EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITYDAMAGES TED PREMISES We occurrence) $ 50,000 A CLAIMS-MADE OCCUR GL3000362 /1/2011 /1/2012 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER:. PRODUCTS-COMPIOPAGG $ 2,000,000 X POLICY JECT El PRO LOC $ AUTOMOBILE LIABILITY COMe1�NEEDD SINGLE LIMIT 1,000,000 B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED 007908 /1/2011 /1/2012 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OX HIRED AUTOS X AUTOS�� (Per ac PROPERTY DAMAGE $ Underinsured motorist $ 100000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I J RETENTION$ $ j C WORKERS COMPENSATION WC SLATU- OTH- AND EMPLOYERS'LIABILITY YIN TORY ` ANY PROPRIETORIPARTNERIEXECUTIVE EL EACH ACCIDENT $ 500,000 OFFICER/MEMBER IXCl UDED? N I A (Mandatory in NH) 009870969 /1/2011 /1/2012 EL DISEASE-EAEMPLO $ 500,000 If DESGA P ON OFes uPERATIONS below EL DISEASE-POLICY LIMIT $ 500,000 I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. Main Street Hyannis, MA AUTHORIZED REPRESENTATIVE • / i Kathy Silvia/FAIKS1 ` i ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(2o1oo5).o1 The ACORD name and logo are registered marks of ACORD ��TMe ram, Town of Barnstable Regulatory Services saaxsrwsi.E x xrs�. Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us a' Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must ` Complete and Sign This Section If Using ABuilder I, A11E"KET CAM 6ELlL , as.Owner of the subject property . hereby authorize ]3WA LD SI W IA to act on my behalf, in all matters relative to work authorized by this building•permit application for. (Address of Job) Signature of Owner ate= I`iAWIZ�T' Print Narne : If Property Owner is applying for permit please -complete the Homeowners License Exemption Form on the reverse side. - Q:FORMS:O WNERPERMISSION Town of Barnstable Regulatory Services snnxsTasrc, Thomas F.Geiler,Director MAE& 9 i639• .�� 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 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# 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 poss6's'a:li6ense,provid6a'thatitl e owner`.acts as supervisor. DEFINITION.OF HOMEOWNER -� Person(s)who owns a parcel of land on which he/she resides or intends fo 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) ility for compliance with the State Building Code and other The undersigned"homeowner"assumes responsib applicable codes,bylaws,rules and regulations. I The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department i minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. r t e ( Signature of Homeowner .I Approval of Building Official Note: Three-family,dwellings containing 35,000 cubic feet or larger will be required to coniply'4if1fthe State Building Code Section 127.0 Construction Control.. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor. Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, 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 form/certification for use in your community.. Q:forms:homeexempt PHILBROOK ENGINEERING & CONSTRUCTION 107 Beach Street,Dennis,IAA 0,2619-1826 GAGE ALTERArHON Date: 28 November 2011 To: Mr.Thomas Perry Building Commissioner—Town of Barnstable From: T.Varnum Philb:rook,P.E. RE: CAMPBELL 2 Car Garage, 64 Kearsage Rd.West:Hyannisport,MA Dear :Perry; This is the simple design review [performed for the Campbell 2 Car Garage. The front(gable)wall is to be rebuilt and have a foundation added in order to install new overhead supported garage doors. Based upon this review the construction.needs to meet 110 MPH wind requirements with an EXP C wind adjustment. This construction will take advantage of portal framing and use conventional anchor bolts set at dedicated locations for uplift and lateral restraint. The design was engineered using Chp.2 of the WFCM I &2 Family manual Tbl.A-3.17A for EXP C with the attached calculations. Also attached is the elevation.SK-1 showing the related construction note applications. Thank you and as always please call me with any questions or comments. Respectfully, VARN PHELBR®®K,P.E. Cell;508-364-13011 1 encl;Design Submittal Packet P}1 •j T. VA �' Ems: �£SSrON tvrp it PRILBROOK ENGINEERING FIELD REPORTI91t!®'(KSHEET Project ikto: 10a Sheell No: of 7 6EACH STREET y GENERAL DESCRIPTION Silvia & Silvia 775-1442 Sth ed. Pll-3 7 Narrative: 1 FamLily Accessory 2 Car 1 Story Garage on Slaty EQ3225 Location: CAMPBELL, 64 Rearsage Road, West HSeaview Ave. , Osterville, mA Construction: 2"x 4" @ 16- o/c Platform & Balloon Frame. Stick Roof ------------- and Floors w/ Concrete Foundation Slab SPECIAL CONSIDERATIONS Use Groups) : U(tility) - Private Garage ------------- Construction Type: V-B (unprotected) - No Separations, Separate Building ------------------ Misc or Comments: o Site Check & .Existing :Layout - Pictures ---------------- o Design Review —Wood APA Darrow-'Wall Gable & Anchors o MEMO w/ SK Plan Notes & Certification DESIGN CONSIDERATIONS ,y OF 5 _ Soil Data _ -m Site Plan or Boring Log available: NO /'C/ GU,. - ---------- Pre aver of plan or to _Ef C. 4'A�PlUbf Direct Observation: YES, 31 OCT 2011 At L estimate mediumcoarse sandy-gravel �'.` n o. 30690 f Description: USCS s _S)P ( ) SBC Class v S SS'10m Specifics: Br(allow) = 2,400 lb/sq ft w/ 20% allowable width increase Ze VS04, -UO'� i Loads SBC Location #/sq ft, Dur Note lst Floor 50 1.0 Thl. R301.5 Attic - Trey, No Storage 10 1.0 Thl. R301.5 Partitions: 2x4/6 12 1.0 Bear/Non-Bear WFt_24 1&2 Fam:Lly - Chp 3; Prescriptive Method for Snow '& Wind b014 C Snow - m = 6/12 (26.6°) 30 1.151 Thl. R301.2(5) (LA) Wind - Speed m 110 MPH EXP s C 1.33 Thl. R301.2(4) (MPS) Height & Exposure Coef. 0 1.21 Thl. R301.2(3) Ref Pres (Horiz) Zone 4 -25 MWFRS Thl. R301.2(2) Roof Pitch > 100 to 300 MIdH 12 ft Logo Plate Garage Ref Pres (Vert) Zone 3 s -40 C&C Thl. R301.2(2) Loadings 9 1st Floor Attic/Cing Roof _____________ ___________ _________ _________ ______---_®______-____ LINE LOAD 50 10 30 __________ _________ _________ _________ __________ DEAD LOADS 1 50 6 9 Mist I Concrete Floor 21'x 671/811 @ 1611 o/c DESIGN TOTAL { 100 20 40 w/ round . I w/ 5% on DL Thl. A-3.4 @ 16" o/c t` NET UPLIFT s (10' to 30") ( ) - .6( ) m lb/sq ft -439 for C&C/UL Uplift (-4v) - .6 x (1U) 0 -2S 12>/sq ft -447 _ i' and Special Design (IAW Para. R2308-9.3.2) for Narrow-wall Constructio P82-FRW-7 GENERAL DESCRIPTION Silvia & Silvia 775-1442 8th ed. ----- —_----_ PI I-37 Narrative: 1 Family Accessory 2 Car 1 Story Garage on Slab Location: CAMPBELL, 64 Kearsage Road, West HSeaview Ave. , Osterville, MA DESIGN NOTES - Referenced to Plan SK SK-1 #1 APA Narrow Wall; 1/2" CDX w/ 8d ring-shank, solid blocked seams and open to inside. Add spacers for beam face to match studs #2 Door Header Beam; 2/2"x 12" KD Hem-fir w/ solid CDX flitch plate. Nail continuously w/ 3 rows of 16d nails @ 16" o/c for assembly #3 Boundary King Studs/Opening Posts; Minimum 2/2"x 4" each location #4 Panel Sheathing; 1/2" CDX plywood. Run 10 ft sections Vertical #5 Nailing; 2 rows of 8d @ 3" o/c all vertical edges to include corners. Nail plywood/Header Beam zones w/ 8d nails spaced 3" o/c EW (each way) - #6 Install Simpson MSTA21 strap ties INSIDE at openings of doors connecting opening pilasters to header beam #7 Foundation ties; 2 pairs of 5/8,"x 12" threaded rods in each panel w/ outer bolts placed w/in 8" of ends. This allows for a double sill plate and 7" of concrete embedment. 1/4"x 2" square washers are required w/ double sill plate #8 Front Foundation; 12"x 1211 concrete grade beam. Found grade beam on 12"x 24" compacted crushed gravel base on in-situ coarse sand #9 Foundation tie-in to be checked/detailed in field after demo Q1�•3'] #10 TITLE Right/Left Sides(Gable Roof&Ceiling) Wind Perpendicular to Garage Ridge OF Aq�S Side Wall(L) 20.0 ftLt� - Min. Eff Len. 4.4 ft (from Tbl A-3.17A) Wall Adj 1.06 Hl8 l T. Wall Height 8.5 ft o+ Ph;LS=",OK Eff.Panel 29.1 in r�Flo.3aesa� Tbl.3-17D Adj 1.0 none taken Adj.Eff Len 4.7 ft I Avail Eff Len 6.0 ft OK but Stiffen wl Narrow-wall IONAL �' Narrow Wall Bracing Method (Portal Frame) 'w/o Holdowns I DIM -Loll Minimum Wall Length to Full Height Plywood = 1711 (6:1) for 816" wall & Minimum Actual Wall Lengths to Full Height Plywood = 3611 (2.8:1) Design needs amply accounted for V(roof) _ (MRH x Zone 4) x (Length)/2 = 3,000 lb/gable end v(wall) = V/eff wall = 1,506 lb/panel - Provide 2 ea 5/8" threaded bolts Wall End Uplift = V(roof) x Height/Total Width = 1,215 lb End Uplift = 1,215 lb - Requires single 5/8" threaded bolt EE OK by design Ncw 02 11 07:53a rsilvia ... 508-420-8109 p. �� • �bilbrao Eng. &Coa�s� L.tic . r� �� 107 c t B�32 Z� Dennis, FAA 02 38HA EGA CE T Pa3�tL __.• LCC GC1vjC`�V1LL 0 �.W��r. kfiYAN.AJ.1S.t�.ZAL �)... _.... .. - DID I � cq� __ TOWN-OF BARNSTABLE BUILDING PERMIT APPLICATION Map 42 S 0A a Parcel Application# a o (o Health Division Date Issued Conservation Division ` Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 64 KEAP_SAP_& A V'6ou c Village CCk)T7E 1L.i_ Owner MAEGAECT CAMPRL1.L Address l!1 I EAF-.SIEGE AVl=uUrz Telephone Permit Request D Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District '2 n-I Flood Plain Groundwater Overlay A P Project Valuation t b,[0. Construction Typed Lot Size 13 R(.a 94 F 1 Grandfathered: N Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family )2 Two Family ❑ Multi-Family (# units) a -= Age of Existing Structure Historic House: ❑Yes I No On Old King' "Highway:' ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other C-) Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name _&VALD S6L iA Telephone Number c5*09 ''0R0 OZoVo X IOb Address 1&84 A {NAIL ST License # G S /(o 43a 067S,1 ULE M4 OaGg5 7 Home Improvement Contractor# 1 D/4.2 7 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A If SIGNATU DATE l DI E FOR OFFICIAL USE ONLY ;f APPLICATION# DATE ISSUED ' i MAP/PARCEL NO. tt ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION r FRAME j INSULATION FIREPLACE i ELECTRICAL: ROUGH FINAL 'a PLUMBING: ROUGH FINAL GAS: ROUGH FINAL f FINAL BUILDING S DATE CLOSED OUT ASSOCIATION PLAN NO. i �r The Cotnnwnwealth of Massachusetts r l Department of Industrial Accidents 6 Office of Investigations 600 Washington Street t Boston, MA 02111 e www.tnass.gov/dia Workers' Compensation Insuraldce Affidavit: Builders/Contractors/EIectricians/PIumbers Applicant Information Please Print Legibly Dame (Business/Organizabon/IndividuaJ): 51LVIA SILOA LLC Address: I qt,�l A MA 1 k) ST City/State/Zip:p ILLE MA O N SS- Phone #: S"O f$ 4_10 0olato N 0 6 _ Are you an employer? Check the appropriate box: Type of project(required): 1.Y I am a employer with 4. ® I am a general contractor and I � 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet $` ? ❑ Remodeling ship and have no employees These sub-contractors have S. 0 Demolition working for me in any capacity. workers' comp. insurance. g. 0 Building addition [No workers' comp. insurance S.' We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself [�`1 m se o workers' comp. c. 152, §1(4), and we have no 12.0 Roof repairs Y insurance required.] t employees. [No workers' 13.0 Other comp. insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they am doing all work and then hire outside contractors must submit a new affidavit indicating such. XContractors that check this box must attached an additional shoat showing the name of the sub-contractors and their workers'comp.policy information: I am art employer that is providing workers'comperisadon insurance for my employees. Belaw is thepo&y and job site information Insurance Company Name:- C/}AJ�.1'!S WSDRACCE 0001 A- V Policy#or Self-ins. Lic. M POU" * if C.. 1`7034-1 Expiration Date: Job Site Address:(y+ Kt:A)2 A6iZ AV , City/Statazip: cwegl/ac NA Op' -31 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500,00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of iheDIA for-insurance coverage verification. I do hereby cert�under the airs and penaLdes of perjury that the information provided above is true and correct h Simature Date: Ve" Phone r ,�O� '� D2V 2 X 106 Official use only. Do not write in this area, to be completed by city or town official . a City or Town: Perry WLicense# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other ACORD®. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 5/9/2011 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 KathySilvia NAME: The Fair Insurance Agency Inc. WC,No,E : (508)775-3131 ac No:(508)790-1677 619 Main Street ADDARESS:fairins@capecod.net PR P.O. BOX 430 CUSTOMEER R ID p0000208 Centerville MA 02 632 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A:Seneca Insurance Co INSURERB:Safety Insurance Co. 39454 Silvia / Silvia Associates Inc INSURER C-Granite State Ins. Co.-ARWC 13102 P.O. BOX 430 INSURER D: 1284 Main Street INSURERE: Osterville MA 02655 INSURER F: COVERAGES CERTIFICATE NUMBER:11-12 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD/YYYY GENERAL LIABILITY r EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 50 000 COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ r A CLAIMS-MADE MOCCUR SGL3000362 8/1/2010 /1/2011 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 XC POLICY M PRO- LOC $ JET AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ) .., (Ea accident) $ 1,000,000 j. ANY AUTO BODILY INJURY(Per person) $ 'ALL OWNED AUTOS 007908 /1/2010 /1/2011 BODILY INJURY(Per accident) $ X SCHEDULED AUTOS PROPERTY (Per accident) $ X HIRED AUTOS ( ) X NON-OWNED AUTOS Underinsured motorist $ 100000 Medical payments $ 5,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS _MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- C AND EMPLOYERS'LIABILITY YIN T RY LIMI E ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? NIA 4/1/2011 4/1/2012 (Mandatory in NH) CO09870964 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. South Street Hyannis, MA AUTHORIZED REPRESENTATIVE Kathy Silvia/FAIKS1 ` ``,�— ACORD 25(2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(2oo9o9) The ACORD name and logo are registered marks of ACORD f 1Iassachusettx'- Delp ilmen`t of Public Safeo 1: Board of 3iiildin- Rclyulatiuns and `standard; Construction Supervisor License License: CS . 16932 Restricted to: 00 RONALD J SILVIA ' PO BOX 430 OSTERVILLE, MA 02655 Expiration: 11/18/2011 ('ununissi nc'r Tr#: 9663 ✓te Uo�avmoff?irs rfl of ess Regulation a License or registration valid for individul use only �.,.� Office of Consumer Affairs u°c B siness Regulation g Y HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: . Registration: 101627 Type; Office of Consumer Affairs and Business Regulation Expiration: 6/26/20.1.2 Private-Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 SIL IA&SILVIA ASSOCIATES, INC. Ronald Silvia 1284 A MAIN ST. OSTERVILLE, MA 02655 Undersecretary Not valid Without signature a " rr ` 3AN3Atl 39VSSnN V I' I oil a _ -- _--_ __-"-- m 00 a opoo PROPENiYLME � Z INE - ' r m 4 m •EEagt a$t§ 3g ;a Q gill iS�m ma 8E'�aFdg1lug 311 $u T a zc r a� " �iy$: �dP g � a �� • �" m y v m �: 9'S� a&ese: 's" 11 a; 9 sg$° SI- $ �m$I- Mull � f eta; g;o 91m y mg! sgE f loll a� , ;v N �k� MINI $� ull H � f HUN U1 � 11i `sT =�g €s m sg$ mi n 1gg 11 .0 e u lm! 1gl m�g��®� Ea. Nil `aaassm �ec; ;° Ss€�g€ ��" ¢¢¢¢ s p5il 111HI �E E� �>sCm it �"y Q3 11 v E&m dT3�9�x �� °F�i�a ffa OS � � $agg �� a�g�E �gs�$$= ��3" $a dc.2�a Sp � aq �E ea .6 ma • sass se iHa - r gF$3 y OUTDOOR *ss• ` SHOWER 6'W 0)E WOOD DE"l0fq - •..HOUSE - 98 XX3196 FW"AINO 10 GGPRwXOIIA IOP OF DEIXINOY ' ' LE`sFXLrNO IHOVEOxXOE � - � 'llGIPE OEbUNO i�, ' O0.XOE BIOE90FFPAVDIO r - II� }BOLTBET IIN CONg1ElE ��\�� m 4 to•Dx �xtlnmE i��\��\� ���� 1.,, I� IV MIN.OF-&CXFlLL • / XB•F IJNG b OPCR16XEDBRINE PATIO•SECTION DETAIL PLAN-PATIO DECKING etas trr•ro etas tM••ra NOTES: ' FntwrnXXxNaro�XIEo DECKING TO BE 1 X6 IPE WITH 2 X 8 PTL aD+' mm Flnuneou 000G eNw.>:wn rwatlxD JOISTS AND FRAMING TO COMPLY WITH = _ LOCAL CODES. FOOTINGS TO BE 10"X 48"CONC.FOOTINGS bee AS REQUIRED BY CODE a•soxmuEE coNwEre wonxo ------------ _ F Fnnoro EE nco iNro PATIO TO BE SET ON SANDY SOIL BASE,2° fAOM DEtlUMO EOOE ABOVE EXISTING GRADE PATIO"CLIPS"OR SS SCREWS TO BE USED TO EOGEwmnaM ATTACH SURFACE TO BASE. ALL DIMENSIONS TO BE VERIFIED IN FIELD. LANDSCAPE CONTRACTOR TO OVER DIG 12" AROUND PATIO IN PREPERATION OF CONSTRUCTION - FnaEa DEamu s'G' xb, �miasre - sFnXe"No PATIO-FRAMING PLAN • - - saws trr•ra CAMPBELL JANIK RESIDENCE �"o"Ox"+xDmD ID w L-2 L.XwR19GFG/JiCMRECN✓f OBIIFINMEw mwraott IME 639. r. Y Town of Barnstable . Regulatory,,Services Thomas F.Geiler,Director Building Division ; Thomas Perry,CBO Building Commissioner - 200 Main Street, .Hyannis,MA 02601 www.town.barnstable.ma.us ; Office: 508-862-4038 Fax: 508-790-6230 r Property Owner Must Complete and Sign This.Section If Using A Builder .rr - I, 'cw,.,.,� Lev ,as Owner of the subject property hereby authorize Q_C�"n. S 11 w ttk— _ _ to act on my behalf, in all matters.relative to work authorized by this building permit application for: ,.r (Address,of ob) x Signature of Owner Date ' rc ,- Print Name�� If Property Owner is applying for permit,please complete the Homeowners License Exemption.-Form on the - reverse side. , C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc ' Revised 072110 r 23 11 07:31 a rsilvia 508-420-8109 p.1 Anderson TOWN 0 &AEA �3TfrL 781-857 1000 Fax 781-857-1054 insulation, Inc. # www.andersoninsu[.corn 706 Brockton Ave PO Box 2003 Abington, MA 02351 Insu/aLion Cei tificato WORK AREA ITEM INSTALLED Main Ceiling R-30 10 X 16 Kraft Faced Fiberglass Batts Cathedral Ceiling Slope R-33.3 Icynene Open CeU Foamed in Place Insulation LD-C-gin Polystyrene Vent @ Eve Accuvent Wind Block Eave Baffle Polystyrene Vent @ Slope Airmate Extruded Poly Foam Vents Cathedral Walls R-21 5 1/2 X 15 Kraft Faced FG Batts Hi-Dens Cathedral Walls 1/2in Foil Faced Polyisocyanurate Foam Sheathing R-3,25 EXT,Walls 2x6 R-21 5 1/2 X 15 Kraft Faced FG Batts Hi-Dens Blockers/Rim Joist R-20.3 Icynene Open Cell Foamed in Place Insulation LD-C-5.5in Floor of New Addition R-19 6 X 16 Kraft Faced Fiberglass Batts Crawl Ceiling R-30 10 X 16 Kraft Faced Fiberglass Batts Customer: Silvia and Silvia Assoc.Inc Job Number: 175531 Job Address L 64 Kearsage Rd. W Hyannisport Date Completed: ,2dl.1 Installer Signature Post4r Fax Note 7671 oale3Q3'/I pages T 1 rrY� r-rom F� 51 LVIA Phone�i B1111 Phone Fax k r80-7 0 3O Fax tt _ r V-14-2011 09:43 From: To:15087906230 Paae:1/2 �. :ixkrand Street g bUA 213 i Ma 02339 Z6 309 axone ��t = ,? Lp Al l 4X 7,"NSMITTAL FORRM DDYT3 To From: Date Sent: \ -\ - \k ,tl Fax # •50 Numberof Pages:, cl �•�essage: � S'\eat_ � _ vise ��v ea �\eC��t� • _ _ O`Q t THE, FOLLOWING . IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL(S)": INK DATA l d d S 80 54'4O" E N s0.0' 10.0 9,5 00, h y. l — 15.7' ' - l Exis t. / / Garage/ Exip t. / S .S. / Area 13,871f S.F. /l / / 1.s' 0.32t AC. co 2 ll and stairs wer 1 .0' S )?3O S E / _ 6 00' Prop. Stairs / to basement 36.8' l #64 �� 10.0 / Exis t. Exist. l Dwg, ry J8, Fdn. l (� o 4.6' 10.1' l 10.0' TOWN OF BARNSTABLE ZONING BY—LAW (Pre—Existing, Non—conforming) 5.3' r�6 J6 14.0' N 10.0' ZONE RD- Exist. '229�6» sonotu_bes SETBACKS : for deck FRONT = 30' STREET ADDRESS.• #64 KEARSARGE AVE. SIDE 10' OWNER. MARGARET CAMPBELL DEED REF.: BK. 22727 PG.. 11550 REAR = .10' PLAN REF.: PL. BK. 159 PG. 123 .PROPERTY LINES SHOWN HEREON I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL WERE COMPILED FROM AVAILABLE KNOWLEDGE, INFORMATION AND BELIEF THE DWELLING PLANS OF RECORD AND VERIFIED SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS ON THE GROUND. OF THE ZONING BY—LAW` FOR THE TOWN OF BARNSTABLE. "AS-BOIL T" THE FOUNDATION DEPICTED ON THIS x r PLOT PLAN- PLAN WAS LOCATED ON THE GROUND IN BY TAPE SURVEY ON DEC. 31, 2010 AN BARNSTABLE, MASS EXISTS AS SHOWN AS OF THE DATE OF LOCATION. SCALE.- 1"=20' DEC. 31, 2010 THIS PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S ' PURPOSES ONLY. 22 LONG ROAD HARWICH, MA. 02645 Scale: 1"=20' (508) 432-8309 0f 20' 40' 60' THIS PLAN IS VOID IF.NOT STAMPED AND SIGNED IN RED. PROJECT.N0. 07-221AS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map °�� Parcel 0a c� Application # Health Division Date Issued Conservation Division Application F4 Planning Dept. ; Permit Fee 7 Date Definitive Plan Approved by Planning Board e*6 Historic - OKH Preservation/ Hyannis Project Street Address Y\ a'R-ca a P�,GE. Ay G Village Owner Wpl(GARE E Law I l., Address'&�41'F_fl ESR%. . ME, W J ooff Telephone Permit Request 1p-M Square feet: 1st floor: existing 0)proposed5bQ 2nd floor: existing 1CM proposed C`�Total new OqR Zoning District RD Flood Plain Groundwater Overlay Project Valuation Construction Type LkMO Lot Size' �M(Da Grandfathered: 10 Yes ❑ No If yes, attach supporting documeritation. Dwelling Type: Single Family �X Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes '4 No On Old King's Highway: ❑Yes ❑ No Basement Type: �1 Full 3i� Crawl ❑Walkout ❑ Other 85 UAWL. Basement Finished Area(sq.ft.) n� Basement Unfinished Area (sq.ft) 500 Number of Baths: Full: existing new �_ Half: existing a new Number of Bedrooms: existing L new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: '4 Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes No Fireplaces: Existing a New 0 Existing wood/coal stove: ❑Yes f No Detached garage:rm existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑existing ❑,new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: "~ ` oning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �O�P1 �tL�fl _ Telephone Number 0to Address \ NkAW 5 i License # ` bq 3 a 0_6t�, V6;LL2, & Home Improvement Contractor# f o) 6 a7 Worker's Compensation #\,\1C 111870 g64 i; ` ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOEDURQJ , LA. tLL SIGNATUR DATE ho FOR OFFICIAL USE ONLY t APPLICATION# r ES DATE ISSUED Ci-4 T t _ MA. P-/°PARCEL NO.. , t •- x ADDRESS VILLAGE OWNER DATE OF INSPECTION: jrt,FOUNDATL0Kl) "W .ram re 1 alb ^� FRAME OL -U� i . a1C21 1.-�N I t .�,iINSULATION t ,.�!s;�;. '_. s.�''. -►�m FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ~� GAS:'' ' ROUGH FINAL c ki-il NALiBUILDIN0.h..i=_ ' %<. Ns t. EtDATE CLOSED.OUT ASSOCIATION PLAN NO. t - XN 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 (Bus iness/OrganizatiorAndividual): 5my) LLG Address: UablAfl MP\ City/State/Zip:.OS�E FLU, Phone #: S68 Are you an employer?Check the appropriate box: Type of project(required): 1.M I am a employer with 3 4. ❑ I am a general contractor and I 6. ❑New,construction employees(full and/or part-time).*'. have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. t 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance._ 9. D6 Building addition [No workers' comp, insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right,of exemption per MGL I LEl Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.]' 13.❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew 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 the policy and job site information.Insurance Company Name: Ct1fl��1 S INSORT\NC,�-, SPA Kl Policy#or Self-ins. Lic. #: C OLAC_Ly k�)C# �09 bLA Expiration Date: Job Site Address: &,q * ARNAR�►� N� City/State/Zip: Q- tIyA'NN�Sf�RT o (nZa Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under.Section.25A of MGL c. 152 can lead to the imposition of criminal.penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised-that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u r pains and penalties of perjury that the information provided above is true and correct. Si atu Date: ata Tl/o Phone#: 1�50b 4 ao- oaa(D tic Ole 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 r Information and Instructions i Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." . An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual, partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-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 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. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 5-26-05 www.mass.gov/dia THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) DATA CERTIFICATE OF LIABILITY INSURANCE DATE(MMlDDlYYYY) 11/02/2010 :/5.3131 FAX 508.790.1677 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION insurance Agency, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE do 430 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 9 Main St. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Centerville, MA 02632 INSURERS AFFORDING COVERAGE TN ' INSURED Si 1 vi a / Silvia Associates Inc INSURER Ai Seneca Insurance Co P.O. Box 430 .. _. ._.__. _INsuRERe: GraniteState`Ins. Co.-ARWC.1284 Main Street I _ INSURER C: Oster Ville, MA.02655 INSURER D: - INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT.TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' LTR NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION • i DATE MMIDD/YYYY DATE MM/DD/YYYY LIMITS GENERAL LIABILITY SGL3000362 08/01/2010 08/01/2011 EACH OCCURRENCE $ 11000.000 X COMMERCIAL GENERAL LIABILITY DR741AGE TO REN7E0 '` PREMISES Eaoccurrence $ 50,000 --__I CLAIMS MADE [ X I OCCUR - -`--on) - -- MEO EXP(Any one person) $ 5 000 A __..__..........-----_._._____.._._._ ______ ._..._. ......-.�.-___..._.... - .. PERSONAL&ADV INJURY $ 1,000,000 ..-----...._.................... _._...._......... __ GENERAL AGGREGATE S 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: - '----- - POLICY PRO- PRODUCTS-COMP/OP AGG 2 000 OO O JECT IOC ----------------'---- $ �. r AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS - --- ---- -.--.._..._ _ BODILY _ ---- - $ SCHEDULED AUTOS (Perperson) _ HIRED AUTOS -- NON-OWN ED AUTOS - '--------...._ ---------- - BODILY INJURY $ (Per accident) -- --"'_ PROPERTY DAMAGE $ - - (Per accident) - GARAGE LIABILITY ANY AUTO AUTO ONLY-- -EA ACCIDENT $ _ _._---- --...— -'--- OTHER THAN EA ACC $ AUTO ONLY: AGG $ ` EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ —j OCCUR CLAIMS MADE AGGREGATE g DEDUCTIBLE ---- --- ------ RETENTION $ WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY Y/N WC9870964 04/01/2010 04/01/2011 _ WCTOR LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE - --- - B OFFICERlMEMBER EXCLUDED? -------E.L.EACH ACCIDENT $ 500,000 --—'------ (Mandatory In NH) ---- If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 500,000 SPECIAL PROVISIONS below OTHER E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS?LOCATIONS/VEHICLES/.EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE-THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 15 DAYS WRITTEN' 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,ITS AGENTS OR Town of Barnstable REPRESENTATIVES. South Street AUTHORIZED REPRESE T T E Hy nni-s,. MA 02601 (CORD 25(20.09/01) - ©1 - ^20 9 CORD CO. PORATION. All rights reserved. %M Z00/T00 ICJ LTA TT-S/LTATTS .- ,- SNI _dIVA' LL9T06L80.ST XV,d SE�-6 `20j; OTOZ/ZO% t UsPe1213012010 17:28 6506100943 UPS STORE PAGE 01 i YHEI� Town of BaiDstable '• � � : Regulatory Services l �0� T.ho.mas F.Geller,Director Building Division Tom Perry,Bmilding Commissioner 200 Main.Stroet,rj,y nnij%,MA 02601 MMAOW-Mbarnstable.ma.us Office: 5 08-862-403 8 Fax: 508-79�)-Vno i i pzoperi_y Owner Must Coznp.lete and •Sign This Section R—Us ix..pA Builder II.r-NA&AeEr CAMp , as Owner of:the SUbject.property hercbya,uthorac to act on ray behalf., 'n all tnattez relative to work.autbodwd by rhis building permit applicauori for. I i ' ! I i (Address of Job) S4T,atvre of —fV-3,p�c�0) O te Pzmnt Name i if pnro C. 1?- Owner is applying for perm-1h please coM.plete tb.e ! Homeowners License Exemption, l~oiTn on th.e revere side. i Q:FortMS;OWNEr!'C1�•fTSSiON ! I ............... ........:......._ i.............. liar •IChu-seIt -Deltartinent ol,Public sal'ov Bt,:t1 tl of Ruildin" Re,,nl:ttinn.s and �tant#:tr{I; Construction Supervisor License License: Cs 16932 Restricted to: 00 . k RONALD J SILVIA PO BOX 430 OSTERVILLE, MA 02655 Expiration: 11/18/2011 ('nnunissi"°` Tr—: 9663 1-, Office of Consumer Affairs&B6siness Regulation License or registration valid for individul use only N(� ; HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: . Registration: 101627 Type;, - Office of Consumer Affairs and Business Regulation = Expiration: 6/26/201-2 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 SIL IA&SILVIA ASSOCIATES,-INC.. Ronald Silvia 1284 A MAIN ST. OSTERVILLE,MA UG55 Undersecretary Not valid ithout signature g r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel "Application # Health Division Date Issued 1 l Conservation Division Application Fee , Planning Dept. Permit Fee, Date De PIa�Approved Planning.Board � Historic'- OKH Preservation/ Hyannis Project Street Address 69 K549SAEGt AV�1�1 U(� Village WE1 HYAMILSPOI�.r Owner M4ZLA' T CAMPEFL.L. Address 64 t�ZAffAme AVWVE GU. YAWISR)IT Telephone Permit Request CUiVAO 6 N � DOW T T )LU3fM IT1 E LAT_ 1)A Te Square feet: 1 st floor: existinguQCLproposed 5'40 2nd floor: existing hX0 proposed b Total new Zoning District Flood Plain Groundwater Overlay 72000D6r7ov 301000.-' Project Valuation 900 3w,rystruction Type G Cfffty'FCU1JAAT)0AJ ` WpoYJ FRAME Lot Size I�r (�d� X� `�" Grandfathered: Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure I O 0 Historic House: ❑Yes "ANo On Old King's Highway: ❑Yes 'No Basement Type: 9 Full ;X Crawl ❑Walkout ❑ Other A 8 CZ4 W L Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) ,5 0* Number of Baths: Full: existing oZ new I Half: existing oZ new Number of Bedrooms: existing L new Total Room Count (not including baths): existing " new A First Floor Room Count (C Heat Type and Fuel: W Gas ❑ Oil ❑ Electric ❑ Other Central'Air: ❑Yes )d No Fireplaces: Existing New O Existing wood/..coal stove_ ❑Yes 10 No Detached garage:V existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: Ljexisting L:Fpew-�size_ µ, Attached garage: ❑ existing 0 new size _Shed: ❑ existing ❑ new size _ Other: . 19 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ a Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name O1JI�Q� ) SLLVIA Telephone Number 1 Address 1 a F�4 ,& N&I KI S T License# /(,.9 31 HA Home Improvement Contractor# 1016 a "7 Worker's Compensation # we `870 7 41 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO WUpu6 IMDFILL SIGNATUR DATE Ii ti eJsO1 0 r} ' FOR OFFICIAL USE ONLY APPLICATION# F' DATE ISSUED i MAP/PARCEL NO.. .:. ADDRESS - VILLAGE' OWNER DATE OF INSPECTION:: ' : �..FOUNDATI.ON= I � FRAME INSULATION.,' FIREPLACE ELECTRICAL: ROUGH FINAL, PLUMBING: ROUGH FINAL. } GAS: ROUGH £r' - FINAL FINAL BUILDING € t : _ RGa-; DATE CLOSED OUT ASSOCIATION PLAN NO. _ I l - �s'� The.Commonwealth of Massachusetts Department of Industrial Accidents Off ce of Investigations. 600 Washin ton Street 1 ;ilrs 1 g , Boston, MA 02111 `t 1. www.mass:gov/dia r Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): ZD\1VIQ Vi6 ��. Address: \Z1 P1 City/State/Zip: 04, erg ik e- Q@ LQS Phone #:' �{ �bk oaac� Are you an employer?Check the appropriate box: 'Type of project(required): 1.[ I am a employer with 4. [�,I am a general contractor and l 6. ❑.New construction employees(full and/or part-time).* `. have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ .7• 0 Remodeling ship and have no employees These sub-contractors have_ 8. 0-Demolition working for in any capacity. workers' comp. insurance. 9, 2r Building addition [No workers'comp. insurance 5. F We are a corporation and its officers have exercised their._ 10.❑ Electrical repairs or additions required.] 3.❑ I am a homeowner doing allwork right'of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 1521'§](4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 1311 Other comp, insurance required.] *Any applicant that checks box 91 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. x #Contractors that check thisbox must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: VO V)ay-'i% :InsuT(a Policy #or Self-ins. Lie. #: l)G71QqLC� Expiration Dater t E'Cal'►1 Job Site Address: KV,41 rS CLa—L Road City/State/Zip:l,� - o j - A, d2l-72— 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 OR-DER 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'Offce of Investigations of the DIA for insurance coverage verification. 1 do hereby certify un r h ns and pmalties'of perjury that the information provided above is true and correct. Signatu e: Date: ICY Phone#: 54k. 4QQ Official use only. Do not write in this area, 1 be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one):' 1.Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other. Contact Person; Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of.a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have.been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-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 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 re.ference.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. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 5-26-05 www.mass.gov/dia I ACOR DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 11/02ID2010 PRODUCER 508.775.3131 FAX 508.790.1677 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The*Fai r Insurance Agency, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 430 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 619 Main St. ` Centerville, MA 02632 INSURERS AFFORDING COVERAGE NAIC# INSURED Sl-via Silvia-•Associates Inc INSURER A: Seneca Insurance Co P.O. Box 430 INSURERS: Granite State Ins. Co.-ARWC 13102 1284 Main Street INSURERC: Osterville, MA 02655 INSURERo: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' --- -'— - ` ---'-- POLICY EFFECTIVE- LTR INSRC TYPE OF INSURANCE POLICY NUMBER DATE MMIDD/YYYY DATE(MM/DDIYYYYI LIMITS GENERAL LIABILITY SGL3000362 08/01/20,10 08/01/2011 EACH OCCURRENCE $ 1,000,000 "DA)NAGE'TO'RENTED--------- X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 50,OOO CLAIMS MADE (X�OCCUR MED EXP(Any one person) $ S,000 A - PERSONAL&ADV INJURY $ 1,000,000 _ _... ......----.._..._----------_-- ----.---•------- GENERAL AGGREGATE $ 2,000,000 .......... -----.------- GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 j ----I -- POLICY jE LOC AUTOMOBILE LIABILITY COMBINED SINGLE OMIT 'S ANY AUTO (Ea accident) - --- -- —u- - ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) - GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC S ' AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE S e DEDUCTIBLE $ RETENTION $ ------------$•---.._� WORKERS COMPENSATION WC5870964 04/01/2010 04/01/2011WC STATU AND EMPLOYERS'LIABILITY __,TORT UMITS__- ANY PROPRIETOR/PARTNER/EXECUTIVE Y� E.L.EACH ACCIDENT $ 500,000 B OFFICER/MEMBEREXCLUDED? _._._—______.._.....-.._._____.____ _.—.._. (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under --•••---•-_.--_-._ -_____.._.......—_ SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $, 500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 15 DAYS WRITTEN 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,ITS AGENTS OR Town of Barnstable REPRESENTATIVES. South Street AUTHORIZED REP RESETT E Hy nnis, MA 02601 ol ACORD 25(2009/01) ©1 -20 9 ACORD CORPORATION. All rights reserved.. Z00/T001Z einTTS/einTis . . SKI UIVd LL9T06L805T XVd 8£ :6 3(lS OTOZ/ZO/ Massachusetts -Department of Public Sareh Board of"Buildin- Re!-ulations and Standard, Construction Supervisor License I License: CS 16932 f , Restricted to: 00 RONALD J SILVIA PO BOX 430 OSTERVILLE, MA 02655 Qft Expiration: 11/18/2011 ('vnunissioncr Tr#: 9663 ✓lie nsumeroofairsr& o iness,cr egulat; na License or registration valid for individul use only Office of Consumer Affairs&Business Regulation. g Y HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: . Registration:.01,01627 Type,, Office of Consumer Affairs and Business Regulation Ex iration 6/26/2012: Prmate.Wp* ration 10 Park Plaza-Suite 5170 p F Boston,MA 02116 SIL IA&;SILVIA ASSOCIATES INC, Ronald Silvia 1284 A MAIN SST: OSTERVILLE, MA 0285,5rr. Undersecretary Not valid bout signature i .-IVA °FtHE r�� Town of Barnstable Regulatory Services * BARNSTABLE, ` MASS. Thomas F.Geiler,Director 0 ;A 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 r - Property Owner Must a Complete-and Sign This Section If Using A Builder I, MA"U T C'JS ?ML as Owner of the subject property, hereby authorize s to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner ate MdEGALEr CawlUO Print Name If Property Owner is applying for permit please complete the 'Homeowners License Exemption Form,on the reverse side. QTORMS:OWNERPERMISSION W ' � Town of Barnstable pF1HE Regulatory Services t BARNSrABLE, Thomas F.Geiler,Director p MASS. g i639• Building Division lfD MAI Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 -------------- HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owrier_1'occupied dbbelling9 df sf'x'Uits or lbss and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. .. , > .v o; < 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•th1.e Building.Official,on,a,form acceptable to.,the Building Offir. eial, that he/she shall be responsibleAr all"'s"ut;h'wrlrk p�"rforir ed° Y1'der the}�urldi"nt?permit. (Secfion'1°OI`P:1)'" ` The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,mules 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. Signature of Homeowner Approval of Building Official l �.> 4 (.•. ;s,a r .<,� G wg ; 6 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 permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such" work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, 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 form/certification for use in your community. Q:forms:homeexempt 1 V S 80 5440" Lc 30.0' 10.0 95.00, LO 7 / Exis t. / l Garage/ Exit t. / / S.Q.S. / Area l / 13,871f S.F. l / 1•9' 0 0.32t AC. /l / hp ' , a / l Prop. Shower 10.0' S �2.3p / and stairs 0�\ / / \\ Prop. Stairs •� to basement New Stairs /l sno �,` 10.3' 3 10.0' 36.8' l #64 Prop. / b Crawl Exist. / l D wg. 4r Addition �Prop. Prop. 10.0, Dec—R 0edc / p 4.6' 10.1' � \. \ �l f0.0 TOWN OF BARNSTABLE ZONING BY—LAW (Pre-Ex/sting, Non-Conforming) 5.3' ,O6�6' 10.0' ZONE RD— 1 �229�s SETBACKS FRONT = 30' STREET ADDRESS.• #64 KEARSARGE AVE.' SIDE = 10' OWNER. MARGARET CAMPBELL DEED REF.: BK. 22727 PG 11550 REAR = 10' PLAN REF.: PL. BK. 159 PG 123 PROPERTY LINES SHOWN HEREON I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL WERE COMPILED FROM AVAILABLE KNOWLEDGE, INFORMATION AND BELIEF THE DWELLING PLANS OF RECORD AND VER/nED SHOWN HEREON CONFORMS TO THE HORIZONTAL.SETBACKS ON THE GROUND. ©FAA774 ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. �01`tHt)FAggSSAC PLOT PLAN TERRY y THE DWELLING DEPICTED ON THIS o ANN SHOWING PROPOSED ADDITION PLAN WAS LOCATED ON THE GROUND o WARNER N IN No.38721 0 BY SURVEY ON JULY 23, 2007 AND A9 rs�Eo BARNSTABLE, MASS. EXISTS AS SHOWN AS OF 774E DA7E �� OF LOCA710N. SCALE: 1"=20' NOV. 4, 2010 7� Rev. Nov. 16, 2010 THIS PLAN IS FOR PLOT PLAN It N/V TERRY A. WARNER, P.L.S. PURPOSES ONLY. 22 LONG ROAD HARWICH, MA. 02645 Scale: 1"=20' (508) 432-8309 0' 20' 40' 60' THIS PLAN IS VOID IF NOT + STAMPED AND SIGNED IN RED. PROJECT NO. 07-221PP N �zME Town of Barnstable *Permit# o?60 W7Q_ Expires 6 mggtjtg[roe date Regulatory Services Fee : anxN Thomas F.Geiler,Director Mass 9�'iOl1639.rseESS PERNT Building Division APR 18 2008 Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 70w� OF SARNSTABLE www.townbamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number. ZZ Sr" 0 Z y Property Address (D J k_ePf1e5&hn_e e [Residential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address 9wi—a—At I b-IS Cjl4�/�s �l �4 7 6 Contractor's Name lwd4/ � U Oa vl0 Telephone NumberLafl 7 7S- 3 70 8 Home Improvement Contractor License#(if applicable) 1119_17 ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor Wam the Homeowner have Worker's Compensation Insurance r Insurance Company Name 0 1, (!ti �, !�ALA i Workman's Comp.Policy# C✓ S_V3l 7 3 3 D l U?J 7 Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) 2Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum_ml I *Where 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 is required. SIGNATURE: Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revise020108 The Commonwealth of Massachusetts f 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 Ledbly Name(Business/Organization/Individual): 6 U tr�'MY t't, �, r��-- -1 ' ff -- Mdress: l 0 C, H-nm e�h.Ue �-'') CC U C� City/State/Zip:VVIA, D'j. 4,1-1-- Phone.#:(S-08) -7 ?5- - -70 `8 Arl an employer? Check the appropriate box: Type of project(required): 1. m a employer with 5 4. I am a general contractor and I 6 ew construction . employees(full and/or part-time).* have hired the stab-contractors 2.❑ I am a'sole proprietor or partner- listed on the attached sheet 7. Remodeling ship and have no employees These sub-contractors have 9. Demolition working for me in any capacity. employees and have workers' 9 a Building addition [No workers' comp.-insurance comp.insurance.t required.] 5. We are a corporation and its 10.❑Electrical repairs or additions K❑ 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' comp.insurance required.] *Any applicant that checlo;box#1 must also fill out the section below showing their workers'compensation policy information. t Harneowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. t__Mtractors that check this box must attached an additional sheet showing the name of the sub-contracturs and state whether or not those entities have employees. If the sub-contractors have employees,they must providb 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. 1 . Insurance Company Name: I Olt)ri 7 i, 0 tj(?t Policy#or Self-ins.Lie.#: '7 3-6 d�2 VD 7 Expiration Date: I , Job Site Address: t`t?�4t'�`t7L L City/State/Zip:'4/i.` vYm i-s- of Attach a copy of the workers' compensation policy declaration page(showing the policy numbe 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 tip 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 ni mu mce coverage verification. I do hereby certify under the pains-and penalties of perjury that the information provided above is true and correct Signature: C/ a Date: Ll o-La _ Phone#• (26 ) 77S' 370 6 Official use only. Do not write in this area,to_be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk° 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: •Phone#: Information t' 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, s 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 1 of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,it necessary,supply sub-contractors)name(s),address(es)and phone numbers) along with their certificate(s)of insurance. Limited Liability Companies*(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-inanranc.e license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit ono 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 btirn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investii atim 600 Washington Street Boston, MA 02111 W. #617-727-4900 ext 4-06 or 1-977-MASSAFF Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia • Op1HE T°� Town of Barnstable • MMSTABLS, r MAM Regulatory Services 1639. Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601, . www.town.barnstable.ma.u's . Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder t: i"A� ti r ! --J A-r��1 (C� ,as Owner of the subject property hereby authorize o to act on my behalf, in all matters relative to work authorized by this building permit application for. ` (Adefress of Job) Signature of-'Owner Date J05 r Print Name y Q:\WHILESTORMS\building permit forms\EXPRESS.doe Revise020108 Town of Barnstable OFtHE tqk • Regulatory Services r r $ DAMSTABLE. « Thomas F.Geiler,Director Mara 039. ,� Building Division 'OrBc Tom Perry,Building Commissioner 1 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# 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. Signature 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 permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption.are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, 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 form/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC l Client#: 3860 2DANGELOMI DATE(MM/DD/YYYY) ACsRDW CERTIFICATE OF LIABILITY INSURANCE 03/26/08 PRoouceR THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Dowling&O'Neil Insurance HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Agr ncy ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyanough Rd., PO Box 1990 NAIL# Hyannis, MA 02601 INSURERS AFFORDING COVERAGE INSURER A: Travelers Insurance Company INSURED Michael J.Dangelo Building INSURER e: Associated Employers Insurance ompa &Remodeling, Inc. wsuRERc: 105 Horseshoe Lane INSURER D: Centerville, MA 02632 INSURER E: COVERAGESPERIOD THE POLICIES OF ABOVE THE ICY NOTWITHSTAN ANY REQUIREMENT,TERM NAMED OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH R SPECTOTO WHI HLTHIS CERTIIFIICATE MAY BE ISSUED OR DIN MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLCY EFFECTIVE POLICY EXPIRATION LIMITS TYPE OF INSURANCE POLICY NUMBER M N LTR NSR EACH OCCURRENCE $1 OOO OOO A GENERAL LIABILITY I6808433H175TCT08 01/04/08 01/04/09 DAMAGE TO RENTED $300 000 X COMMERCIAL GENERAL LIABILITY _ MED EXP(Any one person) $5 000 CLAIMS MADE 5�OCCUR PERSONAL&ADV INJURY $1 OOO nnn X PD Ded:500 GENERAL AGGREGATE $2 000 000 PRODUCTS-COMP/OP AGG $2 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRO- POLICY T COMBINED SINGLE LIMIT $ AUTOMOBILE LIABILITY (Ea accident) ANY AUTO BODILY INJURY $ ALL OWNED AUTOS (Per person) SCHEDULED AUTOS BODILY INJURY $ HIRED AUTOS (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) AUTO ONLY-EA ACCIDENT $ GARAGE LIABILITY EA ACC $ OTHER THAN ANY AUTO AUTO ONLY: AGG $ EACH OCCURRENCE $ EXCESSIUMBRELLA LIABILITY AGGREGATE $ OCCUR CLAIMS MADE $ DEDUCTIBLE $ RETENTION $ 12/19/08 X WC STATU- OTH- W C C 5006733012007 12119/07 B WORKERS COMPENSATION AND E.L.EACH ACCIDENT $1 OO OOO EMPLOYERS'LIABILITY - - ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.DISEASE-EA EMPLOYEE $1 OO OOO OFFICER/MEMBER EXCLUDED? YES E.L.DISEASE-POLICY LIMIT $500,000 If yes,describe under SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Operations performed by the named insured subject to policy conditions and exclusions. Officers are excluded from coverage under the workers compensation policy. CANCELLATION CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION sr i. DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL n. DAYS WRITTEN NOTICE To THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL ?= IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. A AUTHORIZED R PRESENTATIVE ti w1 M O ACORD CORPORATION 198E LS1 ACID = 16 ,�� - � Y ��tea,•: .f ' � �, .,� ✓72C �O�I�i/IJ2dI2L!/C2GLl7. �✓ILGUIO�/.IGOI'.L[6- 7 n ,y � ,.. znl3oarikuf Regulaa.ot�s.utd Staaidards Ltcz n nor rU*t Y'r tfcon va1►d ror thdt ixtul use only I �t�M r, r HOME IIyRQYEMENT CONTRACTOR be�for ,ltzr�ttou date lr fouttcl`return to: f Boars .uEdmg Regulations and Standards Registration 112977 One' tburton Place Rm 1301• Expiration 6/7/2009 Tr# 128790 Bosto Ma.r4A2108 „ r h_c• Type Individual MICHAEL DANGMLUz-jil MICHAEL DANGEL� ' 105 HORSESHOE ---- -- I I Tof valid hoot signature CENTERI/tI LE ;MA 02632.' Administrator" t; rr a l� Town.of Barnstable �oFYHE rows Regplatory�Ser Ices Thomas F Ceiler,Director Building Division * BARNSTABLE v MASS. Tom Ferry, Building Commissioner. t63q• �g pt�o ,l a 200 Main Street, Hyannis, MA Q2601, . 3 www.town.barnstable m1f `= Office: 508-862-4038 Fax: 508-790-623.0 J Approved: Fee: �t_ Permit#: , -701. 1 HOME-0 CCUPATION,REGISTRATION Date: 2-3 FF_13 R u Amy 2011 Nanlc:�OSL P J A N J ."HV I K Phone #: SUS 473 35^�y Address: b KF_AA54-A-Cj E AVENUE Vill�ige: &tiy A) 15 Name of Business:_-- fit _51 E Fe '%---/—�o$ K E. Type of`13usirless:"1 C.4C P£j G RoO M W 4 j Map/Lot: '22 5 02 2 INTENT: It is the intent of this section to allow(lie residents of.tlle Tol.vii of Barnstable to operate a home Occupatioll elritlriu single Flnhily dwellings,suhject'to the provislons of Sectiou 4-1.4 of the Lolling ordinance, provided that the activity shall not be discenhible fi•onl outside the davelling there shall be no increase Ili noise or cklor; uo visual alteration to the premises which would suggest lulything other than a resiciciltial use;no increase Ill traffic above normal residential volumes; and no increase in air or gi urhdwater pollution: After registration iYilh the Building hrspector,`a'custonlary Bone:occupation shall be permitted as of I-ight subject to the.. following condi6olls: • Tile activity is carried oil by the perulauenc resident of`a single family residential dwelling unit, 1Q('Flte(1 witillft that dwelling unit. • Such use occupies;no nrore thin 400 square feet of space. • There are uo extermd alterations to the dwcllingiwlhiclCare plot cust6fllary Ill residential bUll(llllgs„alld theme is no outside evidence of*such use; • No traffic will be generated iil excess of normal residential vohlines. • The use does not.involve the production of oflellsive noise, vibration,snulke, dust or other particular matter, odors; electrical disturbance, !heat,glare, humidity or other objectionable effects 41 Tliere is no storage or use pf tOXic orlla ard0us nlatenals, or fhilhunable or explosive lihaterials, in excess of normal household quantities. • Any need'for prkinggenerated by suchh Use'shall be met on the same lot containing the Customary Home Occupation,and not;within(he required front yard. • There is no ex(ertor storage or display of materials or eciuipment. • Tlih re are no commercial'velricles related to the Customary Home Occupation, other thin one van or one pick-up truck not to exceed one toil capacity, and one trailer not to exceed 20 feet iu length and not to exceed 4 tires,parked on the salue lot containing the Customary Honhe Occupiab011. . No sign,slrall be displayed indicating the Custoniary Houle Occupation.- • If the Custonh,uy Home Occupation is listed or advertised as a Business,the,stree(address, shall nol be inchlded. ' • No person shall be eilhployed in-the Customary Home Occupation who ls'llot.a penrlarfcnt resident of Ole dwelling unit.. I, the undersigned, Ilan ill 1 agree tlr the above restrictions for niy'honie,cx•cupation I aril re.gi;stcring. Applicant: t D;Ite:Z 3 F�g2u�ticr ZO// YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30` 00_for 4_reacas. A Business Certificate ONLY REGISTERS THE BUSINESS NAME in town (which you must do by M.G.L.- it does no give y ermission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1s` FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. Fill in please: Dater R 2 �rea41 r k f 4,`' APPLICANT'S NAME: J osE n) J ? �,ax s b. YOUR HOM ADDRESS; G `/ L�r42S/?-2GE �Iy�iyr-t T3 d 1C S�3 w .l " r }, - x lti1 E s' T f-t Yft-iV Au jv!/} D 2( 7 2 BUSINESS TELEPHONE # 5c�� �3Y �$7S HOME TELELPHONE #: Sig 737 3�G� NAME OF CORPORATION: a Vt«E a2K5 4LC FID # NAME OF NEW BUSINESS 5 /E o 91'LF C 4 PF_ Co p TYPE OF BUSINESS Mo al L L- Fi C�loorriwl6i IS THIS A HOME OCCUPATION? YES NO _ ADDRESS OF BUSINESS MAP/PARCEL NUMBER �G (Assessing) When.starting a. new business there are several things you must, do to be in compliance with the rules and regulations of,the Town of Barnstable' This form is to assist you in obtaining the information you may need.. You MUST GO TO 200 Main St. (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your Business in town. 1. BUILDING COMMISSIONER'S OFFICE , ,This individual,has,b n.inforrrl of any permit requirements that pertain to this-type of business. - ut`horized ignature** UST COMPLY WITH HOME OCCUPA TION N COMMENTS: ;� G( - RULES AND REGULATIONS. FAILURE TO COMPLY MAY RESULT IN FINES. Vv 2. BOARD OF HEALTH This individual h s been informed ofthe-permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been-informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: Y M c KBE N IZIE February 24, 2011 ENGINEERING CONSULTANTS Mr. Thomas Perry structural-civil environmental - Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Framing Inspection, Campbell/Janik Addition, 64 Kearsarge Rd. W. Hyannisport Dear Mr. Perry, McKenzie Engineering Consultants, Inc was retained by Design Initiative to complete structural design for the wind requirements of the 7t" edition of the Mass Building Code and framing design for the renovations and additions to the Campbell Janik project located at 64 Kearsarge Road in W. Hyannisport. On February 18, 2011,we completed a site visit to inspect the framing and wind resistive hardware for the completed rough frame for the project. Based on our inspection, we find that the frame and wind resistive systems as constructed have been completed in substantial compliance with our approved design plans and the 7t" edition of the Massachusetts Building Code. If there are any questions, feel free to contact me. �tN OF s � Sincerel , t� b MARK A. KEPJZ a� Ma A. Mc id;1&.30068 Pre ., McKen T� \ sultants, Inc. Ss�ONAI LNG cc. Design Initiative Silvia& Silvia IJi ':11;7,jgIlulF4y G3.J7aji"'i Gt, _-6=F' .';�L.7';,DtC'P.XC qc�,`�,3 1279 Millstone Road Brewster,MA02631 :•T:2!./C,.f70?.-• -�u'�lli'!���t '� i�.r'fi.Jz� ut':t.=.D .., ..�.. �f,�3"�7�. ;r r'Zs;'.[rJ ��'y fx^!,r ^�;;f t 774.353.2144 °.;..y+x ^�.f , .a" ' • . �i 1 f 774.353.2142 ' www.mckengineers.com _—PROPERTY LINE—— — I —_ 1 J z \ ,- ,•�-'• /__ � I ^ \� ( I • I' j _ � EO AR , KEY \ J ` - Q`��.d•PS'�N.�G C� DEMO WALL - \�\9•/. \ i/— I _ `\ a' ; i I ——— I\ - y - y } �� o.EXISTING WALLS ' NEW WALLS ,Sao t , 1/ I 1 Bid Set a - r77 �, \ —— H \ —— —, 1 Project Name: i Campbell/Janik I \ mom Residence , i oa" 6 I Kear rg V e. —-—-— Centerville,MA / , Nax wdoa f• 02632 .e. _•,. 1 ,.:. .. '. . ,.: �-. - 1 � is a __�• ��' .A - ,. - - ,... I ,aG. � r11 I ' '' * °P • Drawing Title: 7 o,.7a UNPAVED DRIVE I -- — — - ' Site Plan P. . !' S i x + • _ G . 1 /, - j 103.49/ ooE Wets I , e Scale: r11 I, • t i : I_ 1 x. _ VARIES - - C.- I ,j _ i• Drawn by: SS SR -.. •. -Rt - I I i•. Nin.aeesemex - .. Checkedby MAA t Edednu Construction i I Date: Y 11/17/10 . � 1,108 soft � . 1 • New lend Ne Wall . � _ • i I REVISIONS - 100 + /,+6 I3> Pmoased New Atldlton Ck: + I 891 sq ft I � , a 103, I i — d Deck 1 77 , UP I IPmah �103.61 +02.66 ' _--PROPERTY LINE—-—------- —---—-- —-—-—-—— Pro osed Site Plan_ ; 1 SCALE:1/16"= T-D _ o cn o �. 2 s ?: a• c 06 _ p - ' "KEY ° —===0 DEMO'WALL No:1Q48 -� • _ - x 4' o EXISTING WALLS �Q ft� `t o NEW WALLS 3 Bid Set Existing Basement • .. � C.M.II:Block' Extent of Existing° e � ,Project Name: A a a Crawl Space s A a' Campbell/Janik f Residence ' „ I 64 rentervil e M Ave. . A . C 02632 . Remov Existing Bulkhead and 9 Drawin Title' irs Sta .fs' Demolition Plans Scale: n VARIES Drawnby: SS/SR. - .. Checked by:MAA - Date: 11 16/10' REVISIONS' MA4 Basement Demolition Plan _ ....= SCALE:1/8" = V-D" .. � � • • - A-202 Z x > Q E z Z a - - H C 11, Off, c O r - i` , KEY DEMO WALL . ,.,_ .. r Y>9 n ... . - C====== EXISTING WALLS A A NEW WALLS p.PlNQ Bid Set .. N0:10484 • ® A,( c� Project Name: Setback Line. �. Campbell/Janik Residence -. a i1P � 64KearsargeAve. Centerville,MA 02632 • Drawing Me:' Master Closet Building Sections Scale: VARIES . ._,. Drawn by: SSISR 105.5 Checked by:MAA o Top of Finished + Date: 11/16110 Floor(Assumed) REVISIONS Grade New Basement + 96.95 Top of Finished Floor 30 3._8.. A" 212. Bulkhead Section SCALE:1/4" = 1'-0" _ N O v 8'-4" I T-11" - Z ui --------------- -- I- L--- - - -- r- a --- --- ' I @ Z ----- --- - I r= ©. - F--3-ows C-o-L,Ve-,and z U 0ig M Or_____________ c M Waits?_'-0'_OA EachyJay_--_ UJ U .6 _____ _____ N toGrade -� '" II Zeinforcing per code. _ I I I --- of Crawlspace --- I all 8"th x T-9"h. N�W'Cr� a�NIT cep I ooting=12"th x 18" I- ------ 91/2"TJI16"O.C. tide I ---'- ------------- Y IJ L-------ew Basement - I New Basement ------ --Condfele----- -I F m Existing Basement ------ _�=ate, - ! I N A ETR PoslTfp-Pos1Tl� a d Down I I \S(E�EQ iQ Ll r------ 4'-1/4" , a laa ---- -7 I. . ��� N y/f� Extent of Existing �..... ____ F_.__ y .d p _ 2 1 3/4"x 9�LVLS + i - A-4 4 Crawl Space ------- ------------- ----------- N iv $ - ------- --- ---------- N -�-------- I No: 484� -- ------------ - --3Gx96x12_ _ KEY - 4 #5 Bars------ - ' 6'-7114" r - ---------- ---Vac#hW w. °-____� DEMO WALL F---------------- - ---------------- !'' - o EXISTING WALLS _ ------------------------ ' I ---- 91/2"TJI12'0.C. I - - !..L. .�- t� o NEW WALLS Foundation to. I --------------------------- --- - - Remain and Additional F undation Wall Pinned to Existing I ,; r---.---------------------------- --- Bid Set L------------------------------- r_ to - --- Project Name: L -- --- -- ® q �HtaF Campbell)Janik Q. .,, N _ � Residence $ ——'J MK/A. 64 Kearsarge Ave. t _ , J McIKENIIE ' 02 Centerville MA Note op 632 Standard Anchor Bolls:TV w/min.7' - _ embedment 32'0.C.w/3 x 3 x 1/4 plate z " washers. / Drawing Title: �Q�8TEA� �' l�l � Proposed Structural Plans .ejQNAI E� Scale: MA4 , VARIES .. Drawn by: SS/SR ., Checked by:MAA rlLProposed Basement SGALE:1/8" = V-D" Top of Foundation Date: 11/16/10 #5 Tie Bars REVISIONS 12" O.C. €xisting New Crawlspace av�Jsp c 12"th x 18"wide Footing (3)#5 Tie Bars to tie Footing to New ....... ...._..__..._. .. ._. .. Wall 12"th x 18"wide 12"x 30" 1 Footing 1/2"-3/4" Stone on Mirafi 146N Fabric o - S- 1 Crawlspace Wall Section w Z ' Q Q GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES: (CONT'D) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: ��,1 1.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY FOUNDATION HOLDDOWNS: Z DWELLINGS,SEVENTH EDITION(780 CMR),AND ALL AMENDMENTS, 1.ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE -'�'PLYWOOD-(EDGES BLOCKED) WHICH IS BASED ON THE 2003 INTERNATIONAL RESIDENTIAL CODE. ROOF WITH(1)TSP CONNECTOR AT 32"O.C. PROVIDE(9)-IOd x I i NAILS A 8d COMMON OR GALVANIZED BOX NAILS @ 6"O.C.EDGES AND TO THE STUD AND(6)-IOd NAILS TO THE DOUBLE TOP PLATE. 12"O.C.FIELD. - 2.THE WIND DESIGN CRITERIA FOR T141S BUILDING IS IN ACCORDANCE CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING.NOTE:NOT WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA), WOOD REQUIRED WHEN USING H2A CONNECTOR PER NOTE7,"ROOF FRAMING O HDU5-SDS2.5 W/SSTB24 8'DIAMETER ANCHOR BOLT W/CNWJ w l FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY CONNECTIONS". - ""PLYWOOD-(EDGES BLOCKED) 5 COUPLER NUT BETWEEN SSTB24 AND p"THREADED ROD INTO fT1 ICI DWELLINGS(WFCM),AND THE"MINUMUM DESIGN LOADS FOR BUILDINGS 8d COMMON OR GALVANIZED BOX NAILS @ 3"O.C.EDGES AND HOLDOWN. POSITION SSTB24 W/ANCHORMATE TO Fi'1 AND OTHER STRUCTURES(ASCE7-02). THE BASIC WIND SPEED FOR THE 2.ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP AT 12"O.C.FIELD. FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT DESIGN OF THIS STRUCTURE IS 110 MILES PER HOUR WITH EXPOSURE 32"O.C.AND PROVIDE(6)I0d NAILS TO STUD AND(6)10d NAILS TO RIM _ - - PLACEMENT. r�r^� CATEGORY'C'. BOARD. ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH(1)DSP I VJ M " - CONNECTOR PER 32"O.C. _ - iz"PLYWOOD•(EDGES BLOCKED) - 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL ALTERNATE STRAP zi -8d COMMON OR GALVANIZED BOX NAILS @ 2"D.C.EDGES AND BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S). IF � 2"O.C.FIELD.FRAMING AT ADJOINING PANEL EDGES SHALL BE W - W 1I��11 THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S)`BE A)ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(I)CS 16 STRAP AT 3"NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. - COMPLETED BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL - 32"O.C.AND PROVIDE(6)IOd NAILS TO STUD AND(6)10d NAILS TO RIM CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN BOARD. WRAP STRAP UNDER FOUNDATION SILL PLATE AND OVER TOP THE INSPECTION(S)IS TO BE PERFORMED. THE CONTRACTOR SHALL OF SILL PLATE. FILL ALL HOLES IN STRAP ON TOP OF SILL PLATE. NOTE:FOR PLYWOOD SHEARWALL TYPES ],2,ANDS LISTED - - - - INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE - - ABOVE,8d COMMON OR GALVANIZED BOX NAILS=(0.131 x 2 - VISIBLE FOR INSPECTION, IF DURING THE INSPECTION,ANY PORTION OF 3.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL ` GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO THE - USED AS A SUBSTITUTE.' • - - • ' F- r,,. •- - .- - - INSPECTION, FINAL APPROVAL OF THE ENTIRE.STRUCTURE WILL NOT BE FOUNDATION.. - - GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S. NO. REVISION/ISSUE DATE EXPENSE. _ •, - - - .. 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE - - - - CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN - - - ACCORDANCE WITH CATALOG C-2009. IT IS THE RESPONSIBILITY OF THE _ - - _ CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH - - MANUFACTURER'S SPECIFICATIONS. - - _ - - PROJECT ADDRESS: . _5 64 KEARSARGE RD -.ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOIST OR EQUAL 4.CONNECTIONS FOR WALL OPENING ELEMENTS-(REFER TO DETAIL 2-WF) .SOLE PLATE CONNECTION.SCHEDULE: W.HYANNISPORT,MA .INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. - - _ - ' s HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE CONNECTION TO FLOOR RIM BOARD • - ROOF FRAMING CONNECTIONS:. L=P-O"TO4'-0" (1)LSTA 9 (1)SP4* -- L=4'-1"TO 6'-0" (2)LSTA 9 (2).SP4* - .WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD - 1.ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE L- 6' - * - -- - - - - -I"TO 8'-0" (2)LSTA 12 (2).SP4 _ RIDGE WITH(1)LSTA 18 TENSION STRAP AT 16"O.C.STRAP TO BE * .(3)--16d COMMON NAILS PER 16". INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/10d COMMON - L—8'-I"TO 10'-0" (2)LSTA IS (2)SPH6 - NAILS TO RAFTERS.(REFER TO DETAIL I-RF) - L=10'-1"TO 16-0" (2)ST2122 (2)SPH6* - (4)-16d COMMON NAILS PER 16". 2.ATTACH THE END OF EACH RAFTER TO THE DOUBLE TOP PLATE OF -ALTERNATE:THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE 2 - - - THE EXTERIOR WALL WITH(1)FI2.5A CONNECTOR. CONNECTOR TO BE PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACK STUD TO HEADER. ATTACH CONNECTOR WITH HALF OF THE i- APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL (:1)-SIMPSON SDS25312(a"x 3"):WOOD SCREWS PER 16". - ALTERNATE:USE(1)H2A FROM EVERY RAFTER TO WALL STUD BELOW. REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS - , TSP CONNECTOR PER NOTE'I',"WALL FRAMING UPLIFT CONNECTIONS", TO THE SECOND FLOOR RIMBOARD OR FOUNDATION RIMBOARD CONNECTOR TO BE ATTACHED DIRECTLY TO 2X FRAMING AND - i IS NOT REQUIRED WHEN USING(1)H2A AT EVERY RAFTER. CONNECTION TO CONCRETE FOUNDATION !' . RIMBOARD.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. -' - - EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE NOTE: SILL PLATE CONNECTION TO CONCRETE s BLOCKING AT 6"O.C. PROVIDE'V'NOTCH IN BLOCKING TO PROVIDE e"DIA.ANCHOR BOLTS AT 32"O.C. ADEQUATE VENTILATION AS REQUIRED. BLOCKING TO BE ATTACHED A.HEADERS FOR DOORS AND WINDOWS TO HAVE(1)H8 CONNECTOR AT DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/(1)RBC THE TOP AND BOTTOM OF ALL CRIPPLE STUDS. NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE$"DIAMETER A307 • I,e`-I/ A i'�) CONNECTOR. - STEEL ANCHOR BOLTS WITH 3"x 3"x}"PLATE WASHERS WITH 7" LEGEND: IYl I�- N.V B. HEADERS 4'-1"AND LARGER REQUIRE(2)JACK.STUDS AT EACH END MINIMUM EMBEDMENT INTO CONCRETE. - ENGINEERING 4.PROVIDE 2X BLOCKING AT THE RIDGE BETWEEN ALL:RAFTERS AT THE OF THE HEADER. EDGE OF THE ROOF SHEATHING.ATTACH SHEATHING TO BLOCKING W/ - CONSULTANTS 8d NAILS AT 6"O.C. RIDGE BLOCKING IS NOT REQUIRED WHEN C.PROVIDE(1)A23 CLIP ON THE TOP OF ALL HEADERS AT EACH END OF SHEARWALL TYPE SHEATHING IS ATTACHED DIRECTLY TO A RIDGE BOARD OR: HEADER TO THE KING STUD ADJACENT TO THE OPENING. - - I279 MILLSTONE ROAD STRUCTURAL RIDGE BEAM. - O BREWSTER,MA 02631 D.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF SHEARWALL G11IDLINE - 3 3-2144 THE WALL,WITH(3)10d NAILS TO DOUBLE TOP PLATE AND(4)-I0d NAILS TO KING STUD. FOR CS 16 STRAP SIZE REFER TO NOTE"2"ABOVE.FOR SHEARWALL CONSTRUCTION: _ FIRST FLOOR HEADERS PROVIDE(1)CS 16 FROM EACH KING STUD TO - - - O SHEARWALL HOLDDOWN TYPE ' - THE FIRST FLOOR RIM BOARD. FOR CS 16 STRAP SIZE REFER TO NOTE"4" - 1.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X f!� ABOVE. , STUDS AT EACH END OF WALL.(UNLESS NOTED OTHERWISE). MAMA. ® SHEARWALL HOLDDOWN ` - E.KING STUD TO RIMBOARD CONNECTION SPECIFIED.INNOTE'D'ABOVE -2.FACE NAIL DOUBLE TOP PLATES W/16d NAILS AT 16"O.C. USE(8)-16d - - IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. ••------ SHEARWALL •' THE OPENING. - - - - - 3.NAILING FOR PERFORATED SHEARWALLS TO 13E CONTINUED ABOVE F.SILLS FOR OPENINGS LESS THAN 4'.0"WIDE REQUIRE(1)A23 CLIP AT AND BELOW ALL OPENINGS IN SHEARWALL. PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE THE BOTTOM OF THE SILL PLATE TO THE KING STUD AT EACH END OF .AND BELOW OPENING WITH NAILING ACCORDING TO THE SILL PLATE. FOR OPENINGS 4'-0"AND LARGER,PROVIDE(2)A23 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SPECIFIED SHEARWALL TYPE. "�8 Q/aTE� , i/ CLIPS AT EACH END OF THE SILL PLATE ON THE TOP AND BOTTOM OF SHEARWALL ENDS WITH(2)16d NAILS AT 6"O.C.FOR SECOND FLOOR _8/QNA`� . THE SILL PLATE. SHEARWALLS AND(2)16d NAILS AT 4"O.C.STAGGERED FOR FIRST XK,XT #OF KING AND JACK STUDS REQUIRED AT WALL OPENING . FLOOR SHEARWALLS. 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS. JOD#: 10-347 SHEET: DATE: 11/08/10 C 1 SCALE: NONE .. .'_ BUILT-UP CORNER STUDS TRIMMER STUDS KING STUDS MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH MODEL NO.. DIA. MIN.EMBED. .MIN.REBAR LENGTH PLR 1 (PER DETAIL. 1 (PER PLAN) � - (NAIL wF ) - . SSTB 16 5/8 12 f" �- � -50" N,F ) � - SSTB 16 5/8 12 OPENING SSTB20 5/8 16 .58 SSTB20 5/8. _ 16s" '58 �-v- SSTB24 5/8 - 20=" 66" SSTB24 518 20'" 66" CSI6 STRAP SSTB28 7/8 24 Z" -74" - SSTB28 7/8 24 Z" 74" - (PER GSN) r - . SSTB34 7/8 28 '� 82" ,.� SSTB34 7/8 _ 28 82" SBIx30 1 24" 96" HDU HOLDOWN SB 1x30 1 '` 24' ' 96" .R o HDU HOLDOWN. - .° CS 16 STRAP o ,.. *NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN AND (PER GSN) - *NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN AND THREADED ROD LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL THREADED ROD LOCATED 3 TO 5"DOWN FROM TOP OF FOUNDATION WALL O PER SIMPSON MANUFACTURER'S SPECIFICATIONS. n PER SIMPSON MANUFACTURER'S SPECIFICATIONS. - LTPS H� . (PER GSN)" 45° a a `(PER GSN)' o.' d #4 REBAR" SSTB HOLDOWN ANCHOR a CNW COUPLER c e #4 REBAR* o a ..DSP(PER GSN) (PLACE SSTB ARROW - : - SSTB HOLDOWN ANCHOR - EDGE DISTANCE 3"TO 5" #4 REBAR <_ ON TOP OF ANCHOR T{`�\ 2.75"FOR 2X6 WALL `3_"TO 5" d a #4 REBAR Q POSITION IN WALL PER 1.75"FOR 2X4 WALL CN W COUP d DIAGONAL IN CORNER a d a• d SIMPSON MANUFACTURER'S - 4 .a LER Z APPLICATION) SILL PLATE °, DSP a SPECIFICATIONS. - •- SILL PLATE // 4 w // - ANCHOR BOLT J .ANCHOR BOLT.J - (PER GSN) SSTB.HOLDOWN ANCI4OR - rTl a 4 - PER GSN Q EDGE DISTANCE W (PER GSN) _ a MIN.REBAR LENGTH ( - '.d ° 1.75"FOR 2X4 WALL - - d d SSTB HOEDOWN ANCHOR � MIN.REBAR 2.75"FOR 2X6 WALL ' 1- HOLD DOWN @ PLAN VIEW 2 HOLD DOWN.@ PLAN VIEW 5"MIN. HD -WINDOW OR DOOROPENING` - xD EXTERIOR BUILDING CORNER BUILT-UP CORNER STUDS MODEL NO. DIA MIN.EMBED. MIN.REBAR LENGTH ��4l (PER DETAIL. 1 ) _ - I� wF sSTB16 5/8 125„ 5a', 2x4'WALL 2x6 WALL w - - SSTB20 5/8 16 F' 58" 4x6 DOUG FIR POST 6"O.C. 4"O.C. SSTB24.. . 5/8 20]" 66„ 6"C.E. "O.C.00 ' . SSTB28 -7/8 - 24 Z, ° 74" f .•- SSTB34 7/8 28-R, ` -S2, - ++ + + + 4- .. + - + - °'-' HDU HOLDOWN SBk30 1,.. 24" 96' ++ + - + + + o + - - - *NOTE:#4.REBAR TO BE CENTERED-ON HOEDOWNAND CS 16 STRAP- L - HOLD DOWN HOLD DOWN - LOCATED3"TO 5"DOWN FROM TOP OF FOUNDATIONWALL + - + _ - • (PER GSN).•t "'.THREADED ROD ,: .- - (PER PLAN) -'++ + _ - PER PLAN + + .+ - - - , PER SIMPSON MANUFACTURER'S SPECIFICATIONS."� ( ) r .. .. MIN.REBAR .LTPS .. .. ,. - #4 REBAR* i - NO. REVISIONASSUE DATE - ' (PER GSN) PLAN VIEW ELEVATION VIEW - PLAN.VIEW ELEVATION VIEW - - - _ .._.. .+ a.... .. NOTES: ('NOTES:- D P PER'-GSN �. ,. ., .. _ ,- a• S ( )v 0%. a is *. a, v. .. -i 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER W[TI-1,(2)ROWS .- 1.-ATTAC$.STUDS AT BUILT-UP CORNER TOGETHER WITH(2 ROWS 3"TO 5^ ...fi..` r"' *..=j._r. - .-,.; .'T.. 12 ..,� I •1 .,F. - w - OF 16d(0. 6 x 3.5)NA LS A 6 O.C. OR 2ND STORY-SHEARWALLS. -OF 16d(0.162 x 3.5"):NAILS AT b"O.C.FOR 2ND STORY SHEARWALLS.- <- ` r #4.REBAR - - -, LJ - - d .- ' EDGE DISTANCE .,a ., - - _ PROJECT ADDRESS:-<.:. :• SILI.PLATE _.._ ,..CNWCOUPLER a .a .,. 1.75".FOR:2X4 WALL =Y.... ,.• ' ,;,.2.'ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH ROWSy. 2.ATTACH STUDS,AT BUILT-UP CORNER TOGETHER WITH(2)ROWS' - -. - ANCHOR BOLT- 4; :.; - ,r _ 2.75 FOR 2X6 WALL:, a. , - „ r - 64 KEARSARGE RD ..<. - r (aER GSN( .::SSTB-HOEDOWN ANCHOR .4. - - s , s OF.16d.(0.162 x 3.5)NAILS AT 4:O.C..STAGGERED FOR 1ST STORY OF 16d(0.162"x 3.5").NAILS AT 4"O.C.STAGGERED FOR]ST STORY : ,' - a SSTB HOLDOWN ANCHOR „, " " -` 'a SHEARWALLS. :t' SHEARWALLS: _ _ - - W.HYANNISPORT,MA . ..r (PLACE SSTB ARROW � - .a�: .. C.. - - ..: ON TO —UP ANCHOR - .. BUILT CORNER Ica 3 HOLD DOWN @g', _ DIAGONAL IN CORNER `PLAN VIEW ' a ,L/ HD` INTERIOR''BUILDING,CORNER , APPLICATION);. P<, WF END OF SHEARWALL ,ROOF SI-IEATFIINCfi, y= �F ...-. - SHEATHING x. • ... - - ,...-EDGE NAILING ". ROOF ROOF RAFTER - OF , LSTA STRAP.@.16 O.C. 2X BLOCKING BETWEEN - PER PLAN y -.(PER GSN) .: - - - _ - - - : _RAFTERS(NOTCH FOR. - ROOF SHEATHING • .- - - EDGE NAILING - - - VENTILATION IF REQUfRE•D. _ REFER TO ARCHTTECTURAL. ` > (7)-1OD NAILS PLANS R MORE INFO.) - @ EACH END- - -I-+++-f-+-I-:_ , -I-+++-I-+-f-_ •-,.. -,- DOUBLE 2X TOP PLATE ., x v - ROOF RAFTER PER PLAN.(REFER - �'��. - - - tYt f �( .E - ?' TO ARCHITECTURAL PLANS FOR. - - ,- - SEE ALTERNATE : -r RAFTER DIMENSIONS AND EAVE - ENGINH:RING „ ROOF RAFTER PER PLAN DETAILING) H15A(INSTALL PRIOR TO - . - ALTERNATE:ATTACH OPPOSING RAFTERS l�I.r BLOCKING AND PLYWOOD. - �.�NSULT�NTJ. BELOW RIDGE BEAM OR RIDGE BOARD - DOUBLE 2X TOP PLATE SHEATHING)ALTERNATE: E as 2X STUD 1279 MILLSTONE ROAD WITH 2 x4COLLARTIEAS SHOWN. RIDGE - - H2A - - - BREWSTER,MA 02631 STRAPS NOT REQUIRED WHEN USING A - BEAM - .-- - - TSP(INSTALL PRIOR TO - - - - 774 353-2144 COLLAR TIE. - - _ (IF SHOWN ON PLAN) RBC{INSTALL PRIOR TO - PLYWOOD SHEATHING) - - WALL SHEATHING OR ON NOTE:NOT REQUIRED IF - - TOP OF DOUBLE 2X TOP H2A IS USED AT EVERY 1° 3 PLATES,PROVIDE 90° tM OF STRUCTURAL RIDGE BEAM RAFTER TO TOP PLATE BEND TO BLOCKING) RAFTER. MARK A. IE NAL • ' JOB#: 10-347, SHEET: DATE: 11/08/10 Sl - • SCALE: NONE "-'OPTION#I HEADER SIZE G E L== 1'-0"TO 4'-0" (1)LSTA 9 (1)SP4 PER KING (1)A23 (1)A23 (1)H8 TOk3OTTOM P OF EACH CRIPPLE STUD O ^ C C L=4'-1"TO 6'-0" (2)LSTA 9 (2)SP4 (1)SSP (I)A23 (2)A23 NOTE:FOR HEADERS LOCATED PER KING DIRECTLY BELOW DOUBLE TOP ~� . - - - .. e (I)CS 16-(6)8D NAILS PLATES STRAP IIEADER TO EACH END OF STRAP (1)SSP TOP PLATES wirx(t)CS 16 L=6'--1°TO 8'_0" (2)LSTA 12 (2)SP4 PER KING PER EACH KING STUD (1)A23 (2)A23 PER 16'wITH(a)sD NAILs E E (SEE NOTE W) EACH END OF STRAP. BEND r/1 (1)SSP STRAP OVER TOP PLATES V 1 L=8'-1"TO 10'-0" (2)LSTA 15 (2)SPH6 PER KING (1)A23 (2)A23 AS REQUIRED. ALTERNATE:ATTACH EACH HEADER(PER PLAN) �� �- �� (1)SSP - RAFTER TO•HEADER WITH _ L=10'_1 TO 16 0 (2)ST2122 (2)SPH6 PER,KING (1)A23 (2)A23 OPTION#2 Q '� HEADER SIZE �A ® © OD 0 . r WINDOW/DOOR OPENING - -. (1)-CS 16 _ _ " _ " EACH END W/(5)8D (1)SSP H8TOP/BOTTOM L=1 0 TO 4 0 (l)A23 (l)A23 (1) PER KING � STUD OF EACH CRIPPLE - (2)-CS 16 (1.)SSP NOTE:FOR HEADERS LOCATED L=4i-1 ;TO 6-0 w/(5)8D (1)A23 (2)A23 EACH END - PER KING DIRECTLY BELOW DOUBLE TOP u � n - �; (1)CS 16-(6)8D NAILS PLATES;STRAP HEADER TO (2)-CS 16 SEE NOTE'3' (1)SSP EACH END OF STRAP - - TOP PLATES WITH(1)CS 16 U L=6'-1 TO 8 Q EACH END PER KING (1)A23 (2)A23 PER 16'WITH(4)8D NAILS W EC (1)SSP ''EACH.END OF STRAP.BEND- " O' (CS 16 PER EACH KING STUD STRAP OVER TOP PLATES. (SEE NOTE'4') _ L=8'-1"TO'10'-0" W/(8)8D PER KING. (1)A23 (2)A23 AS REQUIRED. ` "• - EACH END, - -, ALTERNATE:ATTACH EACH - - - _ !I. . '(1)SSP' RAFTER TO HEADER WITH L ]0-1'TO 16'-0". (2)ST2122 (1)H8. B B PER KING (I)A23 (2)'A23 �, NO: REVISION/ISSUE - i-• - NOTES: .. ,.: ol Al ,-` 1. HEADERS 4.-1 AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER. ` D - - - °.. - D "'2.CONNECTORS SPECIFIED ABOVE SHALL-BE ATTACHED DIRECTLY'jO,2X FRAMING MEMBERS - - ,,,..*'"" + , 3.-_NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6"O.C.(JACK STUD TO SOLE PLATE STRAP NOT RE UIRED `.> '. T ti:'` PROJECTJ ADDRESS: D - - �:Q ,r ) - .4.STRAP NOT REQUIREDWHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING. 'S. )ETAIL.FOR WINDOW AND`DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITYt' ;` 64 KEARSARGE RD : W.HYANNISPORT.MA —2 FRAMING @ WINDOW AND DOOR OPENINGS ,WF W hI t 'E IE .—NG1NEHRING s uONSULTANTS t ' -1279 MILLSTONE ROAD • ,BREWSTER,MA 0263] - - 774 353-2144NM r' pOf7/11 .. ONAL Ebb" JOB#:10-347. -SHEET: DATE: l l/03/10. 12 SCALE:.. NONE - e _ - ^\A .. _ V" \\\� . _ V ����� .,� _�� zz� S l - �cc g Sx' . :•� .. _ , . , r N <50,0' 10.0' 95 007 Exist. l Exit t. Garage-1 Area l IJ,871f S.F. l 1.`9' 0.32f AC. l l Ary w -__J Prop. Shower '0 _�- `S >23�r l and stairs a� K O „ 26 00, ti Prop. Stairs to basement New Stairs - �/ - ,3 10.3' Sho 9' 36.8' ll 04 Prop: I t�0' , Crawl l l Prdp. 4?' Additlon ` 10.0' Prop. Prop. o, �; Deck ` • Deck 1 4.6' J 0.1 TOWN OF BARNSTABLE'ZONING BY—LAW 5.3' 706 (Pre—Exls't1ng, Non—Conforming) — 6 10.0' ZONE. : RD- SETBACKS FRONT , = JO'. - STREET ADDRESS.• _#64 KEARSARGE AVE. SIDE 10' OWNER: MARGARET CAMPBELL` DEED REF-: BK. 22727 PG. 11550 REAR = 10' [ PLAN.REF.: PL. BK. 159 PG, 123 PROPERTY LINES SHOWN HEREON •I CERTIFY THAT TO THE BEST OF'MY PROFESSIONAL •' WERE COMPILED FROM AVAILABLE KNOWLEDGE, INFORMATION AND.BELIEF THE DWELLING PLANS OF RECORD AND 'VERIFIED SHOWN HEREON CONFORMS-TO THE HORIZONTAL SETBACKS ON THE GROUND. OF THE ZONING BY—LAW FOR'THE TOWN OF,BARNS TABLE PLOT,PLAN THE DWELLING DEPICTED ON THIS SHOWING 'PROPOSED ADDITION PLAN WAS LOCATED ON THE GROUND _ IN BY SURVEY ON JULY 23, 2007•AND EXISTS AS SHOWN AS OF THE DATE `BARNSTABLE, MASS. OF LOCATION. SCALE.' 1`20' NOV. 4, 2010 Rev..Nov. 16, 2010 y THIS PLAN IS'FOR PLOT PLAN TERRY A. ;WARNER, P.L.S. PURPOSES ONL Y. 22 LONG-ROAD C'M v M. HARWICH, MA 02645 m m Scale: l —20 (508) 4J2-8309 N. (-I � m g k C3 0' 20, 40' , B0' z 0THIS PLAN IS VOID IF NOT c m STAMPED AND SIGNED IN RED. Cn � o PROJECT NO. 07-221PP oT I � M �w r z m m DTI UNE r �' • � . it � '`_ _ Le f r rn • D 1 I ,_ — I � s , � a 1 1 - \ _ KEY i 1t__ � �,: r' L r. _____ DEMO WALL o EXISTING WA ° D I \ LLS i NEW WALLS a t7 . - . • _ ° " fTt - r Bid Set I r „ UNPAVED DRIVE 77 \\ r w � ° I • r) ' r ,mX �.,\ /�. 1 , ��..f Project Name: Campbell/Janik _ \�� 'Residence .r I- • i ./\\\\\\\ \\\\� / X` ' � - - 64Ke eAve.m Centemille, MA 02632 • i r I \\ \\\\\\\\\ \\\\\\��\ I Drawing Title: Site Plan Scale: Wb ss/sa cWd 'I Date: 12113n0 LJ— — --—-—-—-- -—-__—mn— REVISIONS —PROPERTY LINE—-— _—- ppnn LI�e tt I •f0. f p Proposed Site Plan r ry �$ A-1 , Closet Half Bath a. ErR` ETR — __ sty 1 - Esh / - r�C ' � ► "'^-- v _-� Y Demo loset Laundry Roomelnofsh ' r Kitchen ---- . . s : - - • - P - Living Room - nJ, ' ETR ,- -. ... y-. . ,. ..• ..., - ,.Y ;, sting Basement .. _ , .. C.M.U.&adc ,, , 6dent oT Exishng .. .. 1 . Crawl Space 1 , , y t , ,.. • :r g :- i .. .., % .� ,. e. R E` 1.,¢_ ti' ,. a ,.. .. Y T" . - 12 l s .:r, .; + • � .a, .. :, .... ,. = A c.. .� Porch`' Dining Room - t ,y , 1 \ � .. .ETR ETR I. ' o tj - • Ct: , a r , :, < C ,. r q :..- to 1 _. .. ^v • - - , First.FloorJDemolition Plan 5 d " _ :BasementDemohtton Plan , r .. 4 h yY a {. ,. 1• '"". .. ,. t. 9 v .e • e �i , • y. , , ICE , DEMO Y . .: � € .. 5. ,. 5'- •, ' ,,,- ...' t. ,y -- - - EXISTING WALLS , , C , y _ _ ,a NEW WALLS i- y r r ...:.. _ ... '4 ." ,.. Bid set h< , c. Pmjed Name' .�.. , . ••»., -.«„ -.. y' -'; - .:• .. .' .- .., ..,. ,. - -"� � Campbell/Janik - . -- � Bedroom _ "., .. .,�. ;'- Residence rETR_ -,- � .,. . - .- 3 r. i -f,.-� _ large Ave - • Bedroom Centerville,MA , �. ETR ., ... - 5� . 02632 - . _____ ___ __ ____ _____ __ .. _ .. .., C. - , ., - • , Drawing Title• Demolition Plans ,. , - .. .. • .. Scale: "x..`.. Bedroom t x - -. ,.ETR ". Bath - : - f D—by: SSSISR _ .. a J AA ETR Dale 12/13/10 - ..REVISIONS a -A- ^ r�cE iii"{ Porch Bedroom - i .,, ETR - •ETR - - - - Bedroom - - _ •F. 4-1" D��1p e p J� ETR <1 • - 013 y` f 3 Second Floor Demolition Plan Roof Demolition Plan ' �� '; A- X. '+ , . ► e { n ♦ r. - y e .. - : ,-� <• r ___' I�^..:. :+.,..,;•F 'i aC:_Sel]:^.5a. O O - r. , , . 1P e •_ • 'I : Ir UP �—. _;ra' .r;r'-w.0 a'. 's • £7R iF Noo . _£ :.6 ,,, '<,, , «• _ e i� — ®''}-Qn,'TRransverse��n_� ' bb run Jorsm O EKrg ReGnsheO N r ._ '. .ac 'a9-.:r '• I II woos P Nev 1ldldw0edSbrJva V.f..: '^{ • , , •.,- i; D-bl.JPis6 Wants T-0 OC---Way 1 .. n .. .. / r" ♦ , ,i -.t ISr°P rod i hmmB Per race • ___ * e [ •. .i •. - I I d---- aae I#?I 1�'en"n•mzr-sn. ., < mri NS w CraWlsr ce, , n i --9igTn,coa--- ---i'y,I 1m�`tru,x,a• f �" .. � 1' .. w O `3 i��� - ' i C ------------- - j) + ` . ' `' �� E:J ; <. lGtchen ----- NewBasBmenf', 1 i. .. Y � O Hard © � I >;. ' 1 � LmnO Room � � ' E q. • - ` ' ck E,dstina Basement - - - - - - - -Y PPtiuv �ae .. _ ETR __ - .: °� y C� A - j9Wood ., i J (shed ten I of } � T8e S TBD Wood r , Crawl Space - ,., A-0 - '\ - <<N. eaa' 0--� {/-'�y��J�vrae rr Lws r y Et CL« __ ____ '____ i a - ° I t ..---- -_%X36 Xa2__'__ i ,..., ^C°"Gimm�_•Repw 1 '.' e- 1/- 6)i15 Bars y I r - R¢move mn,ga�d 2 n FVIFUR O " \ ' s : , F . �rEed,V3aY_______ i � e' i Lbei9lass a,labcwallsa� - ... ��I 14d' 2� e B�I1DOm �X; - 1 le Mm Jat6 shb�c.RepaQSf' I w1MPw- � v , <1 ` a I :.. _ --� r t - , .. neeessa,y.. • .._ a \ ♦ aV _<.. ►. FtlamabPnm --- -------- -- , - z . Y Remart, tlYJw,�: :: 't - O / e a . 3Ae __ _ ____ ___ _-____ r 3 Nation N.4o Piry Mro. j ,. y C w F - - - a a n ---- — -- I s — Deck . -------- ---------- wood.. tea. ta3 C +. e' - tPr,-.o- x..xc...+*.rG�:-w'ss•, s -,cssi!-,a i Porch z, _ On - .. Ezi'g Refinished •_i,m 16•a 2-v Wocd 'r,Dinng Room 31, HIP S .. ..r* .. v - ' r .. :•+ .' SlattlardAMmreo�:SFMmin:T , -SdaIlWWPed StaP „ .. _ ; I + _ ,.q ��. r, -, '•S�: - °'�: ,- ., e. �, way,ers i � ,.r.. -'Donne srep ° .h ,h - _ ,, x ,..,.' -..a: ... o.. '. .. n .1 - • .. _ ._ I ,O-1 tR' t5'$ T-0'�, ,x x - r f: y < All r r a y . Proposed Basement . ' # Rro osed First Floor Plan ' . •. �1, acatE:,ia'-♦t'� i _ - F , A . ., L .tb _ 1. _ /> - • " Al` _ • -e -.. _ , +.,,.. a "., r F 'y.+, N • .L _ , '" °•" ,. s -KEY n • . DEMO WALL ` a a i .:: ° ',:. ', � �' • �' e. - 'ary` o EXISTING WALLS { r e r . _ n t NEW WALLS :F n a r ti r d Set r� ' r. . Existing Roof to" ;z ; I.+ _ - c,. T Project Name.E p'. • 4 Remain Campbell/Jamk• , fi + Residence e ` `,..• x i ,. - ; 'iz q K b 64 Kewsar eAve. ' Centerville,MA ', 3 ry,. /:+ .Balh ., - • ,R a 02632 _ s • .• .. -Tide 4 r g Title I . v- C Bedroom .� -. � - .. s P 4 `tETR - _ Drawing ' ,z Proposed Plans ' Scale: 'Bedroom - - u t :'des .�'. ,. . < 5 � .Chskel by:MAO.R is A k r d Date: "f2/13/10 .. - Bedroom .i _ ' REVISIONS r Ems ' Bath ° +z ' e• Tile sv �'s r Deck Below r,E7 � Porch BedroomA! .��..� ETR •' - a -...Bedroom f s ETR. N.W:MDoors irolroW.,z Fl mere - -- ^ :, - - F aO E.tlsbg omrsbbBsaMN abtl gabled - "t' t>•'4 ��-Ly. a. Pro Se cond Floor Plan A< _ osed 1-a . I • BS J - ED —LL 1 __T� ❑ • � a? � i � Z I� f / F • , erb D Ha,dwood New Ointlon 5mk .• . T__ W U $ , • ( cite SRy r tla. T•�W t • f^ , • F N NORTH ELEVATION EAST ELEVATION Y' Ail' KEY DEMO WALL a r: •- e - ' �a o EXISTING WALLS NEWWALLS • µ ' e -� ,. Y ,. » • , Bid et, - � Pmjed Name: .P Campbell/Janik . . •,� - - - t _ r Residence { .. _ r' . ._ - .. - , s • 64 Kearsarge Ave. e Centerville,MA 02632 Drawing Title: Building Elevations _ 2 Scale: asrj/////yam�Jas rwm� D—by: SS/SR III III---111 IIII III III III zy Cb ied 6y.:KM n j ' sv Dale: 12/13/10 im REVISIONS ttj HHH • + • G®Pa fd Floe y C ni18-P SOUTH ELEVATION WEST ELEVATION 3 t 4 A-4 acres,:m, ,.� a y. I .y • r .. _ _ -. - .. • 1 tY New fdbp . ., ♦ ' t - - : . r MASTER + i -. BEDROOM NEW .. -NEW -N l• STER w i BATH. SET BATH m _ _ ., • o , ra• I 1 \ t' v •'; - .. _ tom. - .. ': . I I r h f NEW BASEMENT , s. F •'.�. „} F .. ., sfvwn.Fmeeaea r - -'1 +` , _ _ 1— - p — " Nreo,ep,mie. - .NamRe:a - .sue., fa � 9 • _ F'—r •,9°". .. e " 41, NN xw , e ' • , . a a • t North-South Section_, Basement Stair Section'Partial East-West Section. r•� SCALE:,.,^.._ ,•;; _ ,..: , .; ,. , :«eu. „ :,: ,�.'• U cs�-rs'---,a sf :,r1- r a ,y - a - , �' ++f 'F '• , 4. , � ,fie° ., t KEY . ,• '. a 4:�. � .. - __.DEMO WALL z D(IS'fING WALLS , x , s . EW WALL ' .: A i ej ,. '..e '• �. 5 , ... - mL-- pE ' l� es N Al .x' -. '. ,. -.a• , :., . . . ,:, ,"h. •m Bid Set - iw r< ATTIC.' x .. . .,. Emwg .Nes• c� o f` d" .,a , .r •,r'. .� ,-.;.w, .. r .... '.�f •# -Pried Name: $` k- a a Ca ell/ nik YI ResidenceJ -„ F.. » : . ,, , -. :' _� ,^. _ :, ,,.." .. .. � •, .,�. 2 64 Kearsarge Ave. „ .. ,. ... Centerville.MA _ 02632 , , �S12 �4 k s b . • .. . r ^ , ., ,°. •r: <,:- "t Drawing Title: ash n� fps H Building Sections .. BEDROOM •BEDROOM1'y x{ • r r , PORCH •\ i . t 4 t•-0" rs 7. D.-by: SS/SR NEW} - _ - .. Checked q':MM :+ •».. - , 'DINING '. - - y a .. { MASTER c. t . .,. .. BED 0 ROOM � rt _ '- ROOM '17/13/10 r' + e„ ISO I Date: RE - . . . PORCH o ,p • , u.a�r a �e - 5 2' ✓ 4i : � F ac BA ENT . a� m - -,- -. „ • .. 7. I ^ i Buemem Flu �+i•`ip 9 5£�� �P L-— i' Nw mu,M6m Wane • r .-_ !a%�� �i:�P. 1 xewemeEmmmo u ` r , rawim'x,u �i -.. • ,'sting Nn ,J�+ .. ,- n •. ..• N pf�a.ry,;,eaMa Nor e -.. a. M,£ {Ay+` .'F A w w n.. • East-West Section 'k • ,.p 4 I , 4 J • EEE FEF .y.:. .:. ,. - - r�,rl�� .m t4s} '.. F i z.v >I' \\t zn ; Y I. ,\r k .a/k '<^ ,I ra• t r-r# Kitchen Elevat ion •. T ' Kitchen Elevation ,'�• Kitchen Elevation ' � Kitchen Elevation` - - ' Z �:.:1G,'< i al• , ♦ F J [ e . Y eGLLE.1 _ , _ - 1 ar - , c - t .r. '.I , F • . j .. H s' • ;.-' c .: .,' ': ..,- . _'. ¢r... °' a ..` � . .. .. s Y. a� ter-Bath Elevation ;Master Bath Elevation. .Master Bath Elevation Master Bath Elevation Master Bath.Elevation. k F< r, m _ '`t. ., .. •, - , M1 ,. 'A µ - KEY .. - iDEMO WALL .wl-. EXISTING w .j_rP i, .'. e a F., ;.:e t S," ♦, .. O WALLS NEW WALLS m.. Bid Set a - - • • F � � � - .. :ate �. - _ � -. - - . . I' 'ed Name � � ,. -"' ..;, - -,',�•, y... .: .. -r .. �CampbeR/Janikz x Residence 64 Kearsarge Ave. ,a - - * Ce6n3t2rville,MA ' 02 1 .. Drawing Title: _ � �\ �� ,, ,�; • _ IntenorElevations , - _ w Drzxn by: SS/SR .. Che&W by:MA4 Dirniig Elevation *'. Living Elevation ri Dale: 12/13/10 SF` s 1 v scue ,, ..Y r r sc E Lz - _ _.. _ REVISIONS GGAHH# p o ,w ..'•'e!YR-_ - [tf_.. 1N Silk + I • + ' - � .`-_ r ----' u 1 , . _ UP -, _----------- - F19 =-Q C_--- bk Rhn Jas6' - _ n`Nev Bramm purl •ul , , . Q 3R VeCoI V A antl-_' ��.IWR wa:aow Ra�sanP.v.f3ish 31m •�,A 1 1 / - __________________J I - t Frattsm CeA; 1 Doebl Joists I - ,. ' Wan 7-0'OCEPcb way I• f f undereeanngwad I r --lr�cm _ _ ____- 1 atn sne •. • '. '. j� .. . � Npw CraWls�ce � i _gcTawism-- --- • I a L_ ___9107JI IS eL______ 1 'a 1 x _ t j. OI,j L -_. -_ __ _____ _ t Basement Existing Basement ---1\slTfp--P tTJP--`--9— --- i EM - DawA i _ Extent of Fxistlng.- _ — ____d ..._ .___a� f .Crawl Space - �^' '°' I Aba✓e W� .. ye. v 1 -- ----__ __3a%.36 xA3- -I '. _ I 1572a6 { - 1 1aluears 1 I / ca va' r- ---------- _-______ I _ • - - 1 8 F_. - ____ _______- __ __ watRiM a ic__ ________________ _______ _ _ FouMatbnm 1 L_ _ _____9 TTJ1170C: .r Remain aPII]itldoatal i i r. _ _ -_._ _ ___ ________J _ ( " ___ I•, o "1=f 7 u `tom � ' • � F ndation I Pinnetl m g 41m I/-� Q a' a - �5 ________ J �... t I LL s L __ _-_ _��_ z' fly SWd dnmAot aft sswmin.r § �•emWe 1370.C.M353.114pale� Icysesa:at+1J xsea�� F � .. ' mo�cmi�P`merxcr3. ` - R�rb 6Sl aodD�Bs txJmtidaenaod '. • ... � A-0 � - ..t 1 • S7earallrasmOmompie®ds � Proposed Basement First Floor Structural Plan I srsJe:w--• tw' -" � � + .. ��f sca>=:,R'= ra : KEY ,20.C. DEMO WALL c '.+ � � .^ ,. �, .�� •. � � •`; � -o EXISTING WALLS NEW WALLS ' fisting�rawlspace New Crawlspace ,z,nx la-wme �. - L I •I - - Fo V - - Bid Set - . .. , • r. - s - " Reject Name • � r a < ,..y: - �:. I I - .• ------- --- ---- _ �lla TK Barslo de r;mym Campbell/Janik• tVa11 ' Residence - - .�. I I I Hew seem net m wox .. - - r _ 64 Kearsarge Ave. �P�ia-trers_ 7^mg -- j'� v, � - , Q,. 1 1 1 1 _ JPhb -- -------- ' . . -IFi 1 I I 1 '. --- - - - � �� -� + ,2x3o-,1r7310'Srnne Pn,��/. . = .. 1 1 1 I 1 --) _I ---- ....-,_ _ .Mbafl 140N Fandc ! .. ' y . _ ———— 02632 Centerville,MA I. 1 I. I 1 1 1 ; �' ` DrawingTitle: -- Crawls ace Wa11Sectiori stnicturalPlans Ap ed Van - 1 1 I I 1 I i -anbTaa nlTw'1.-- Y SCuelrz-=�i'a- III \ sec - ' --- -------- Scale: lIIIJIII 1 1 I 1 1 I — — 1 I I 1 1 _ _ _ I W=V-0" t 1 I 1 1 y -Post-- / Drawn bY' MAA __ � SSI 0`w'___ ________ - enedre q•:MAA # - - Date: 12/13/10 • - � t \� O ___ ____ _ _______ � REVISIONS / cTA ma (2)T1me rCo—W- 3 LedWe (2)T4mnedol¢,Ca",1 D.C. --------------- / \ + - _____ ______ _____ 9 `•\` Simp•-^HU2a HaMjeri �qh- .j � �• �\..ICI,-Provide hled9er as mGuimd ~<7fYY '�"'.� �H��r �.wti t�•. � t R vo .. - �Simpson Sloped HU26 Narger Section Through Window Seat S-1 J aLPIE.II7 3 Roof Framin Plan TRIMMER STUDS RING STUDS MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH - BUILT-UP CORNER STUDS MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH (PER PLAN (NAIL ) • SSTB16. 5/8 12 50" (PER DETAIL.- B,. w 5/8 12 e ) SSTB16. Sp" - OPENING I SSTB20 5/8 16 58" SSTB20 .5/8 16 58" �•�J- SSTB24 5/8 20 " - 66" SSTB24 5/8 20 , 66" ` - (PER GSN) SSTB28 7/8 24 74" SSTB28 7/8 242" - 74" _ SSTB34 7/8 28 82" SSTB34 7/8 28 2" 82" SBI;5 1 24" 96" HDU HOW VN SBlx36 1 24" 96" • HDU HOEDOWN CSI6 STRAP O o I I -NOTE:94 REBAR TO BE CENTERED ON HOEDOWN AND - (PER GSN) I I o TO #4 REBAR TO BE CENTERED ON HOEDOWN AND THREADED ROD LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL THREADED ROD LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL ,, PER SIMPSON MANUFACTURER'S SPECIFICATIONS. PER SIMPSON MANUFACTURER'S SPECIFICATIONS. LTP5 LTP5 f � PER GS (PER GSN) : 45o a ( N) - ° #4 REBAR'. SSTB HOLDOWN ANCHOR .. a o CNW COUPLER °. PSSTB HOLDOWN I OSITION IN WALL CHOR EDGE FOR 2ANCE DSP(PEAR GSN) ,. CORNER #4 REBAR* p (PLACE SSTB ARROW PER 75" ON TOP OF ANCHOR M""1 . - DIAGONAL IN 3"TO 5" a #4 REBAR 3"TO 5" #4 REBAR - a Z�Z. APPLICATION) d a / 4 SIMPSON MANUFACTURER'S - 2.75"FOR 2X6 WALL .. /d, 'o CNW COUPLER W - SILL PLATE J a DSP a SPECIFICATIONS. SII.I.PLATE J d_ a ANCHOR BOLT - (PER GSN) - ANCHOR BOLT' W - a(PER GSN) o d - _ (PER GSN) _ SSTB HOEDOWN ANCHOR d ••e -EDGE DISTANCE 1.75"FOR 2X4 WALL • - MIN.REBAR - 2.75"FOR 2X6 WALL �••�(a SSTB HOEDOWN ANCHOR � MIN REBAR LENGTH a 1 HOLD DOWN @ PLAN VIEW 2 HOLD DOWN @� PLAN VIEW 5"MIN FID WINDOW OR DOOR OPENING � EXTERIOR BUILDING CORNER BUILT-UP CORNER STUDS MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH - - - (PER DETAII..e) - .x ,. ssTB16 s/s 12 " 50" 2x4 WALL . 2x6 WALL` . . 1 . .. / SSTB20 5/8 - 16 f" 58" - 6"O.C. 4"O.C. 6x6 DOUG FIR POST 6"O.C. 4"O.C.' - / SSTB24 518^ 20 " '66" SSTB28 7/8 24 • 74" SSTB34 7/8 281" 82" ++ ++ _ 1 + + + T - U• Imo. - HDUHOLDOWN SB1x30 1, 24" 96" .. - ++ ++ '• .a + + + + .. o - � " • O -NOTE.94 REBAR TO BE CENTERED ON HOLDOWN AND _ CSI6 STRAP :` I I - .HOLD DOWN } (PER GSN) TgRgppED ROD - LOCATED 3"To 5"DOWN FROM TOP OF FOUNDATION WALL - (PER PLAN) - ++ ++ (PER ,LAN) + + + + PER SIMPSON MANUFACTURER'S SPECIFICATIONS. a MIN.REBAR. . • LTP5 _ - #4 REBAR' NO. REVISIONASSUE DATE M1 (PER GSN) - PLAN VIEW -• -ELEVATION VIEW PLAN VIEW - ELEVATION VIEW • '- - .. ... NOTES: .- •�� NOTES:. DSP(PER GSN) -_a , . 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS - - 3"TO 5" - � OF 16d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS. OF 16d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS. - � - �REBAR a EDGE DISTANCE � PROJECT ADDRESS: SILL PLATE d CNW COUPLER a I'75"FOR 2X4 WALL 2.ATTACH STUDS AT BUILT-UP CORNER'TOGETHER WITH(2)ROWS 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS - - ANCHOR BOLT 4. 2.75"FOR 2X6 WALL 64 KEARSARGE RD * (PER GSN) SSTB HOLDOWN ANCHOR OF 16d(0.162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR 1ST STORY OF 16d(0.162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR 1ST STORY - - a SSTB HOLDOWN ANCHOR SHEARWALLS. SHEARWALLS. - - W.HYANNISPORT,MA _ (PLACE SSTB OW ~. �• ° - ON TOP OF ANCHOR PLAN VIEW @ 3 HOLD DOWN DIAGONAL IN CORNER 1 BUILT-UP CORNER FID INTERIOR BUILDING CORNER APPLICATION) wF END OF SHEARWALL t . ROOF SHEATHING ROOF SHEATHING - - EDGE NAILING ROOF RAFTER LSTA STRAP @ 16"O.C. -^ - • - (PER GSN) _ 2X BLOCKING BET'WEEDI PER PLAN t RAFTERS(NOTCH FOR ' VENTILATION IF REQUIRED. EDGE NAILING - ROOF SHEATHING REFER TO ARCHITECTURAL - - (7)-IOD NAILS PLANS FOR MORE INFO.) Qa EACH END +++++++ ++++++t - ,�•�, �DOUBLE 2X TOP PLATE ROOF RAFTER PER PLAN.(REFER - MSEE ALTERNATE TO ARCHITECTURAL PLANS FOR _ RAFTER DIMENSIONS AND EAVE .. ENGINEERING ROOF RAFTER PER PLAN DETAILING) H2.5A(INSTALL PRIOR TO CONSULTANTS ALTERNATE:ATTACH OPPOSING RAFTERS BLOCKING AND PLYWOOD BELOW RIDGE BEAM OR RIDGE BOARD SHEATHING)ALTERNATE: 1279 MILLSTONE ROAD ( DOUBLE 2X TOP PLATE H2A 2X STUD WITH 2 x 4 COLLAR TIE AS SHOWN.RIDGE BREWSTER,MA 02631 STRAPS NOT REQUIRED WHEN USING A BEAM RBC ATIP( STALL PRIOR TO • 774 353-2144 COLLAR TIE. (IF SHOWN ON PLAN) (INSTALL PRIOR TO PLYWOOD SHEATHING) I WALL SHEATHING OR ON NOTE:NOT REQUIRED IF TOP OF DOUBLE 2X 1 3 PLATES,PROVIDE 90"OP IS USED AT EVERY STRUCTURAL RIDGE BEAM ' RAFTER TO TOP PLATE BENDTOBLOCKING) RAFTER. JOB#: 10-347 SHEET: DATE: 11/08/10 S I ` SCALE: NONE OPTION#1 1' . HEADER SIZE OA ® © OD DE TF GO G L=1'-0"TO 4'-0" (1)LSTA 9 (1)SP4 (1)SSP (1)A23 (1)A23 (1)H8 TOP/BOTTOM H PER KING OF EACH CRIPPLE STUD(1) NOTE:FOR ADERS LOCATED O C C L=4'-'1"TO 6-0" (2)LSTA 9 (2)SP4 • PERS DIRECTLY KING (1)CS 16-(6)8D NAILS '(1)A23 (2)A23 DECTLY BELOW DOUBLE TOP F--•1 } • EACH END OF STRAP PLATES,STRAP HEADER 16 - c • TOP PLATES WI'I'H(1)C516 F� (1)SSP L=6'-1"TO 8'-0" (2)LSTA 12 (2)SP4 PER KING PER EACH KING STUD (1)A23 (2)A23 PER I6^vviTTl(a)sD NAILS F...{ (SEE NOTE W) - EACH END OF STRAP.BEND E E — i- n n 2 L (I)SS STRAP OVER TOP PLATES L—g 1 TO 10 0 O LSTA 15 (2)SPH6 PER KING (1)A23 ' ],(2)A2AS REQUIRED. - Q ALTERNATE:ATTACH EACH „ HEADER(PER PLAN) �- n �- n (1)SSP 1R)H8. TO HEADER WITH ' L=10 1 TO 16 0 (2)ST2122 -(2)SPH6 PER KING (1)A23 (2)A.23] �— A A OPTION#2 Q HEADER SIZE 0 ® © OD :,. 0 OF 0 ►-� ti 1 WINDOW/DOOR OFENBJG (I)-CS 16 ' " ' W/(5)8D (1)SSP 1 H8 TOPBOTTOM L='1-0 TO 4-0' (1)A23 p)Az3 O W ` EACH END PER KING �- OF EACH CRIPPLE STUD _ (2)-CS 16^ (1)ssP_ - r L=4'-1"TO 6'-0" W/(5)8D • - (1)A23 {2)A23 NOTE:FOR HEADERS LOCATED PER KING DIRECTLY BELOW DOUBLE TOP EACH END (1)CS 16-(6)8D NAILS --_' ._ u F+ p•,+ (2)-CS 16 EACH END OF STRAP' PLATES,STRAP HEADER 16 r - F F - SEE NOTE (])SSP TOP PLATES WITH(I)CS 16 V . L—L 6'-1"TO 8'-0" /(�8D PER EACH KING STUD '(1)A23 (2)A23 PER 16"WITH(4)8D NABS EACH END PER KING F•�1 - (2)-CS 16 (SEE NOTE'4� - .EACH END OF STRAP.BEND (1)SSP STRAP OVER TOP PLATES Q L=8'-1"TO10'-0" W/(8)8D PER KING (1)A23 (2)A23 AS REQUIRED. r^ a . - EACH END ALTERNATE:ATTACH EACH V 1 L=10'-1"TO 16'-0" (2)ST2122 PERS .KING (1)A23 (2)A23 L TO HEADER WITH B B - NO. REVISION/ISSUE DATE NOTES D D I.HEADERS 4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER s 2.CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. • - 3.NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6.O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) - - _ PROJECT ADDRESS: 4.STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING. DETAIL FOR WINDOW AND DOOR FRAMING ONLY.OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. - - 64 KEARSARGE RD , W.HYANNISPORT,MA - 2 FRAMING @WINDOW AND DOOR OPENINGS', r : McKENZIE ENGINEERING CONSULTANTS 1279�MILLSTONE ROAD • BREWSTER,MA 02631 774 353-2144 . - - ( - JOB#:10-347 SHEET: - DATE: 11/08/10 SG - .. .. s.. SCALE: NONE r GENERAL STRUCTURAL NOTES: , GENERAL STRUCTURAL NOTES:(CONT'D) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: ' I.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: . - WALL TYPE SCHEDULE: _ MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY - - FOUNDATION HOLDDOWNS: Z DWELLINGS,SEVENTH EDITION(780 CMR),AND ALL AMENDMENTS, 1.ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ^PLYWOOD-(EDGES BLOCKED). - WHICH IS BASED ON THE 2003 INTERNATIONAL RESIDENTIAL CODE. ROOF WITH(1)TSP CONNECTOR AT 32"O.C.'PROVIDE(9)-10d x 1 1 NAILS Sd COMMON OR GALVANIZED BOX NAILS Q 6"O.C.EDGES AND TO THE STUD AND(6)-1 Od NAILS TO THE DOUBLE TOP PLATE. 12"O.C.FIELD. ' 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE_ CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING.NOTE:NOT - , WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA),"WOOD' REQUIRED WHEN USING H2A CONNECTOR PER NOTE 7,"ROOF FRAMING ` '' ` O HDU5-SDS2.5 W/SSTB24 B'DIAMETER ANCHOR BOLT W/CNWJ W 1 FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY CONNECTIONS". e^PLYWOOD-(EDGES BLOCKED DWELLINGS(WFCM),AND THE"MINUMUM DESIGN LOADS FOR BUILDINGS - ) COUPLER NUT BETWEEN B24 W AND 4 THREADED ROD INTO 8d COMMON OR GALVANIZED BOX NAILS Q 3"O.C.EDGES AND. S HOEDOWN.POSITION SSTB24 W/ANCHORMATE TO AND OTHER STRUCTURES(ASCE7-02). THE BASIC WIND SPEED FOR THE `' 2.ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP AT - ,12"O.C.FIELD. DESIGN OF TIES.STRUCTURE IS_110 MILES PER HOUR WITH EXPOSURE 32"O.C.AND PROVIDE(6)1 Od NAILS TO STUD AND(6)10d NAILS TO RIM FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT CATEGORY'C'. • I a - :$., - .. . - PLACEMENT. . r m BOARD.ATTACH RIM BOARD'TO FOUNDATION SILL PLATE WITH(1)DSP .. CONNECTOR PER 32"O.C. - 31"PLYWOOD-(EDGES BLOCKED) 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL ALTERNATE STRAP - ` 8d COMMON OR GALVANIZED BOX NAILS Q 2"O.C.EDGES AND • h-'-1 /1 BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S).IF ' ' - 12"O.C.FIELD.FRAMING AT ADJOINING PANEL EDGES SHALL BE fTl U THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S)BE A)ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP AT 3"NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. t �, COMPLETED BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL 32"O.C.AND PROVIDE(6)1 Od NAILS TO STUD AND(6)10d NAILS TO RIM CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN BOARD.WRAP STRAP UNDER FOUNDATION SILL PLATE AND OVER TOP' - O o THE INSPECTION(S)IS TO BE PERFORMED.THE CONTRACTOR SHALL '� OF SILL PLATE.FILL ALL HOLES IN STRAP ON TOP OF SILL PLATE. NOTE:FOR PLYWOOD SHEARWALL TYPES 1,3,AND 3 LISTED - W INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE ABOVE,8d COMMON OR GALVANIZED BOX NAILS=(0.131 x 2 z"). - - a u VISIBLE FOR INSPECTION. IF DURING THE INSPECTION,ANY PORTION OF 3.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR - - PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO TIIE USED AS A SUBSTITUTE. - - - INSPECTION,FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE ' FOUNDATION. GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S ` ' - ` EXPENSE. _ NO. REVISION/ISSUE DATE m 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS TO BE SIMPSON.STRONG-TIE IN `x ' •. ACCORDANCE WITH CATALOG C-2009.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH - MANUFACTURER'S SPECIFICATIONS.. ^' - - - PROJECT ADDRESS: .. . 64 KEARSARGE RD 5.ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOIST OR EQUAL 4.CONNECTIONS FOR WALL OPENING ELEMENTS-(REFER TO DETAIL 2-WF) SOLE PLATE CONNECTION SCHEDULE`. W.HYANNISPORT,MA INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. - - - • HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE CONNECTION TO FLOOR RIM BOARD- - ROOFFRAMINGCONNECTIONS: L r-o^To a'-0^ (1)ISTA9 (1)Si4* L=4'-1"TO 6'-O" (2)LSTA 9 (2)SP4* - WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD .. 1.ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE - Ir 6'-1"TO 8'-0" (2)LSTA 12 ' 1 (2)SP4* . RIDGE WITH(1)LSTA 18 TENSION STRAP AT 16"O.C.STRAP TO BE * �` ->(3)-16d COMMON NAILS PER 16". - • INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/10d COMMON L=8'-1"TO 10'-0" .-(2)LSTA 15 - (2)SPH6 - - -- NAILS TO RAFTERS.(REFER TO DETAIL.I-RF) - L=l0'-1'TO 16'-0 (2)ST2122. (2).SPH6* - - (4)-16d COMMON NAILS PER 16". 2.ATTACH THE END OF EACH RAFTER TO THE DOUBLE TOP PLATE OF *ALTERNATE:THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE, THE EXTERIOR WALL WITH(1)H2.5A CONNECTOR.CONNECTOR TO BE PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. - THE JACK STUD TO HEADER ATTACH CONNECTOR WITH HALF OF THE . „- '(3)-SIMPSON SDS25312(A"x 32")WOOD SCREWS PER 16". ALTERNATE:USE(1)H2A FROM EVERY RAFTER TO WALL STUD BELOW. REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TSP CONNECTOR PER NOTE'V,"WALL FRAMING UPLIFT CONNECTIONS", TO THE SECOND FLOOR RIMBOARD OR FOUNDATION RIMBOARD. - r 'CONNECTOR TO BE ATTACHED DIRECTLY TO 2X FRAMING AND IS NOT REQUIRED WHEN USING(1)H2A AT EVERY RAFTER ' RIMBOARD.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS CONNECTION TO CONCRETE FOUNDATION ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. 3.BLOCKING L A PROVIDED WITH ROOF DOUBLE TOP PLATE OF THE SILL PLATE CONNECTION TO CONCRETE EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE NOTE: _ ` _e BLOCKING AT 6"O.C. PROVIDE'V'NOTCH IN BLOCKING TO PROVIDE ' - "NIA.ANCHOR BOLTS AT 32"O.C. '` - ADEQUATE VENTILATION AS REQUIRED.:BLOCKING TO BE ATTACHED A.HEADERS FOR DOORS AND WINDOWS TO HAVE(1)H8 CONNECTOR AT ` DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/(1)RBC THE TOP AND BOTTOM OF ALL CRIPPLE STUDS. NOTE:ANCHOR BOLTS REFERENCED ABOVE TO BE.5"DIAMETER A307 A A C V[ G CONNECTOR. - STEEL ANCHOR BOLTS WITH 3"x 3"x}"..PLATE WASHERS WITH 7" - LEGEND: M K L. B.HEADERS 4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END - 4.PROVIDE 2X.BLOCKING AT THE RIDGE BETWEEN ALL RAFTERS AT THE ° OF THE HEADER �::A'HN1IvIUM EMBEDMENT INTO OONCRETE.. ENGINEERING EDGE OF THE ROOF SHEATHING,ATTACH SHEATHING TO BLOCKING W/ CONSULTANTS 8d NAILS AT 6"O.C.RIDGE BLOCKING IS NOT REQUIRED WHEN C.PROVIDE(1)A23 CLIP ON THE TOP OF ALL HEADERS AT EACH END OF SHEARWALL TYPE SHEATHING IS ATTACHED DIRECTLY TO A RIDGE BOARD OR HEADER TO THE KING STUD ADJACENT TO THE OPENING. ' - 1279 MILLSTONE ROAD STRUCTURAL'RIDGE BEAM. BREWSTER,MA 02631 - Y D.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF .O SHEARWALL GRIDLINE 774 353-2144 ' THE WALL,WITH(3)10d NAILS TO DOUBLE TOP PLATE AND(4)-1 Od NAILS TO KING STUD.FOR CS 16 STRAP SIZE REFER TO NOTE"2"ABOVE.FOR. SHEARWALL CONSTRUCTION: FIRST FLOOR HEADERS PROVIDE(1)CS 16 FROM EACH KING STUD TO O SHEARWALL HOLDDOWN TYPE THE FIRST FLOOR RIM BOARD.FOR CS 16 STRAP SIZE REFER TO NOTE"4" 1.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X ABOVE. STUDS AT EACH END OF WALL.(UNLESS NOTED OTHERWISE) ' � SHEARWALL HOLDDOWN * E.KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTE I),ABOVE 2.FACE NAIL DOUBLE TOP PLATES W/16d NAILS AT 16"O.C. USE(8)-16d ' P IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SHEARWALL " - THE OPENING. - . . . ^ - - • 3.NAILING FOR PERFORATED SHEARWALLS.TO BE CONTINUED ABOVE F.SILLS FOR OPENINGS LESS THAN 4'-0"WIDE REQUIRE(1)A23 CLIP AT -AND BELOW ALL OPENINGS IN SHEARWALL. - PERFORATE SHEARWALL.CONTINUE PLYWOOD ABOVE _ _ • THE BOTTOM OF THE SELL PLATE TO THE ICING STUD AT EACH END OF AND BELOW OPENING WITH NAILING ACCORDING TO - THE SILL PLATE.FOR OPENINGS 4'-0"AND LARGER,PROVIDE(2)A23 4,ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNIER STUDS AT SPECIFIED SHEARWALL TYPE. ' - CLIPS AT EACH END OF THE SILL PLATE ON THE TOP AND BOTTOM OF SHEARWALL ENDS WITH(2)16d NAILS AT 6"O.C.FOR SECOND FLOOR THE SILL PLATE. SHEARWALLS AND(2)I6d NAILS AT 4"O.C.STAGGERED FOR FIRST XK,XJ #OF KING AND JACK STUDS REQUIRED AT WALL OPENING • FLOOR SHEARWALLS. 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL . - - ENDS. JOBk: 10.347 SHEET: e. - DATE: 11/08/I0 C 1 SCALE: NONE a i 1 i