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Home My WebLink About0105 CEDARWOOD ROAD r � r d . r ti i r a iL r.,q �y,., {�^- P �^-*'. _ , ,.e.t.a .. ��.. � _—.,. .._�..,_� _- '-----_.- ..— �4 -:..__ ate: _ l 1' i 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel y Application # Health Division Date Issued Loh Conservation Division Application Fee J Planning Dept. Permit Fee f? ' a Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 106 01dinm C1 Village _/ Owner Address /06 �`�- ra Telephone Permit Request n hd i Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay _Project Valuation 's OOO�Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 3 existing I new Total Room Count (not including baths): existing new First Floorc5 om Coin% f T' Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal st�'ve: C,�Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: U existing)❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Others s Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nam -71 e � �m �,rr,lt� Telephone Number ) 7 Address Ila License # 0632,�-1 Home Improvement Contractor# 1 1 VU� Worker's Compensation # Vu 0 13 ALL CONSTRUCTION DEBRIS ESULTING FROM THIS PROJECT WILL BE TAKEN TO +SIGNATURE DATE / l/ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FO.UN PAT ION�UaJ�a �i +� u, FRAME t INSULATION, FIREPLACE ELECTRICAL:, ROUGH _ . FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING" _DATE CLOSED OUT ASSOCIATION PLAN NO. f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations + a 600 Washington Street Boston, MA 02111 �M s� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Eleetrieians/Plumbers Applicant Information Please Print Leeibly Name(Business/Organization/Individual):_ r� � Y ► c�t S( I I-LbE LtL MIL-.1 Address: City/State/Zip: Mn Phone.#: C9 77� ` Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with ?J 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. 7...❑Remodeling ship and have no employees These sub-contractors have g, '❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.-insurance comp.insurance.$ required.] 5. ❑ We are a corporation and its '10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I L EJ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. �Q Insurance Company Name: I � bOX k P U I �N kJ ( AL S V 6 AT�, 'C _ Policy#or Self-ins.Lic. M �o -1 Q l I Expiration Date: Job Site Address: lOS ce f (�� City/State/Zip: W ( QIXO 3� Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure fo 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 r th ains and penalties of perjury that the information provided above is true and correct. Signafore: Date: Phone#: 6P 2 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 1.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector I 6.Other Contact Person: Phone#: ® DATE IMMIDDIYYYY) A`6, v CERTIFICATE OF LIABILITY INSURANCE 12/31/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Erica H O'Connor HART INSURANCE AGENCY,INC. NAME` 243 MAIN STREET PHONE 508-759 7326 x205 aC No:508-759-7366 PO BOX 700 ADDRESS: BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC a INSURERA: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder,Inc INSURER1: ARBELLA INDEMNITY INSURANCE COMPANY 10017 48 Rosary Lane Hyannis,MA 02601 INSURER c INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LSSR ADDL SUER POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE POLICY NUMBER MMIDD MM/D A GENERAL LIABILITY 8500042039 . 01/01/2014 01/01/2015 EACH OCCURRENCE $ 1;000,000 COMMERCIAL GENERAL LIABILITY ' '' DRMMGE TO BEONTuEDrence) $ 300,000 CLAIMS-MADE OCCUR MED EXP(Any oneperson) $ •5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2,0,00,000 POLICY PRO-JFCT LOC $ B AUTOMOBILE LIABILITY 1020011547 01/01/2014 01/01/2015 COMBINED SINGLE LIMIT 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS IP.r.ccdwil $ A UMBRELLALIAB OCCUR 4600042040 01/01/2014 01/01/2015 EACH OCCURRENCE E 2,000.000 EXCESS LIAR HCLAIMS-MADE AGGREGATE $ 2,000,000 DED V1 RETENTION S 10,000 1 S B WORKERS COMPENSATION 0053890113 01/01/2014 01/01/2015 WCSTATU- A OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YO NIA E.L.EACH ACCIDENT $ 500.000 OFFICERIMEMBER EXCLUDED? (MandatorylnNH) E.L.DISEASE-FA EMPLOYEE $ 500,000 If yes,dasafbe 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 Fax#:(508)862-4717 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 230 SOUTH STREET ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS,MA 02601 AUTHORIZED REPRESENTATIVE ©198 -20 0 O D`CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD I +J Office of Consumer Affairs and, Business Regulation 1-0 Park Plaza - Sure 5170 Boston, Massac-h-usetcs 0.2116 Home -DI-Pravement Contractor Registration Registration: 110609 T pipe: Private Corporation Expiration: 11/3/2014 T r;r 233027 E J JAX i IMER, BUILDER, INC. ERNES I JAi.I IMEP. 48 ROSARY LN HYANNIS, MA 02601 Update Address and return card.PAark reason for change. Address Renewal ❑ Lr ployrnent (Lost Card BPS-CA.1 i3 501-A-04f04-G101216 J i :a �rt8 t0?itS:FO-.WvpQli`t. Or`� ��dJd![CIC.:�Sr' License OT s•e iStratior!valid for individtsl use OP.Ey. Office of Consumer Affairs&i3u'stuess ReQulatio❑ --HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 110609 Type; Office of Consumer Affairs and business Regulaiio_t Expiration: 11/3/2014 Private Corporation 10 IFark 1Plaza-Suite 5 170 Boston,IWA 0.2116 E TIMER,'BUILDER,INC: yr �,,�, ERNES T JAXTIMER 48 ROSARY LN HYANNIS,MA 02601 Undersecretary Not valid without si;nature Massachusetts -Department of Public Safety < � i Board of Building Regulations and Standards Construction Supervisor License: C-S-003251 ?! ` 43 ROSARY LAi`� Expiration Commissioner 011/14/2016 i OF IHE rry. 0 � HARNSTABLE, 'SS. � i659• own of Barnstable 7 �� ' �lfD MAy A Regulatory Services Thomas F. Geiler, Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, NIA 02601 www.town.ba rns to bl e.m a.us Office: 508-862-4038 Fax: 508-790-6230 Property ®wrier Must Complete and Sign This Section If Using .A, Builder :..... .. 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) Ala S igr ature o Owner Date Print Name If.Property Owner is applying for permit, please complete the Homeowners License Exemption Form on the reverse side. QAWPFILESIFORMSIbuilding permit formsTXPRESS.doc Revised 072110 (� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ) Parcel Application # Health Division A Date Issued Z 3 t Conservation Division Application Fe i OD Planning Dept. Permit Fee -)Zo Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address �b eb(ary)at�- Village �I Owner •Se* � Address �65 (�,e�ltirwv0a� o�TlG(�I Telephone g -CAI Permit Request G1 I rm �Wo geld Woos Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation fft Construction Type Lot Size Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No r Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new i 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 0-No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing 0 new size _ BarnM existing] n(8 size_ < Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Others; O Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ `t' Commercial ❑Yes, ❑ No If yes, site plan review# -' Current Use (� GtJC� Proposed Useoll �. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name n Telephone Number Address - t �� /1�� LicenseP31 ,lll/!/) M � , Home Improvement Contractor# I eI 60 9 Worker's Compensation # • ALL CONSTRUCTION DEBRIS RES LTING FROM THIS PROJECT WILL BE T KEN TO AA Rum SIUMP-13 tL SIGNATURE DATE l I S IL3 FOR OFFICIAL USE ONLY APPLICATION# s DATE ISSUED --` MAP/PARCEL NO. ADDRESS VILLAGE r _ t '-OWNER ' y DATE OF INSPECTION: � -FOUNDATION: .f FRAME ®h Nlls 1�1 z INSULATION lizzilq 1 s FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 9 a DATE CLOSED OUT 1 n . ASSOCIATION PLAN NO. The Commonwealth of 3fassachusetts 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 _ l 2 Please Print Legibly J • CJ Name(Business/Organization/Individual): 9 el�1(-� ��1 t(" , 15u i l Jzr, )h Cl Address: 70 City/State/Zip: &Uq I ..0240 Phone.#: (6N) 7 f7 8` *g Are you an employer? Check the appropriate bog: Type of project(required): 1.❑ 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 listed on the-attached sheet. 7...❑Remodeling 2:❑ I am a sole proprietor or'partner- ship and have no employees These sub-contractors have g. '❑ Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: c�� l A \n• y� Policy#or Self-ins.Lic. #: QQ S 3 d 20 / 3 Expiration Date: Job Site Address: lbS ced4raw6( City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of.a fine 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 ofthe DIA for insurance coverage'verification. I do hereby ce'?kry under th a d penalties of perjury that the information provided above is true and correct. . e 2 Signafore: Date: — Phone#: "'- Official use.only. Do not write in this area,to be completed by city or town offcciaL "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#: CERTIFICATE OF LIABILITY INSURANCE DA09/19l2013m 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 endorsements). PRODUCER NAF1E: Erica H O'Connor HART INSURANCE AGENCY,INC. PHONE 508-759-7326 x205 FAx 508 75!41360 243 MAIN STREET AIX No PO BOX 700 E-MAIL BUZZARDS BAY,MA 025320700 ADDRESS! INSURERS AFFORDING COVERAGE AIC# WSURERA: ARBELLA PROTECTION INS CO INSURED EJ Jaxtimer Builder,Inc INSURER B: ARBELLA INDEMNITY INSURANCE'COMPANY 10017 48 Rosary Lane Hyannis,MA 02601 INSURER C: W SURER D: INSURER E: W SURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER WynL TYPE OF INSURANCE POLICY EFF POLICY EXP POLICY NUMBER MM/DDIYYYY MM/DDIYYYY LIMITS A GENERAL LIABILITY 8500042039 01/01/2013 01/0112014 EACH OCCURRENCE $ 1,000,00 COMMERCIAL GENERAL LIABILITY DREMI ES eoaurre ED $ 300,00 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1.000.00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 2,000,00 POLICY PRO- M LOC B AUTOMOBILE LIABILITY 1020011547 COMBINED SIN LE LIMIT $ 01/01/2013 01l01l2014 _19aawde 1,000,00 ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per Demon) $ AUTOS AUTOS BODILY INJURY(Per accident) S HIREDAUTOS NON-OWNED PROPERTY DAMAGE AUTOS $ A UMBRELLA LUW OCCUR 4600042040 01/01/2013 01/01/2014 $ EACH OCCURRENCE EXCESS LIAR CLAIMS-MADE S 2,000,00 EG DED RETENTIONS 10,000 AGGR ATE $ 2,000,0 B WORKERS COMPENSATION $ AND EMPLOYERS'LIABILm 0053890113 .01/01/2013 01/01/2014 WCSTATU- OTH- ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N OFFICER/MEMBER EXCLUDED7 N� N/A E.L.EACH ACCIDENT S SOO,O (Mandatory In NH) 11 yes,describe under E.L.DISEASE-EA EMPLOYEE S 500,0 DESCRIPTION OF OPERATIONS below .E.L.DISEASE-POLICY LIMIT $ 500,0 0 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N more space Is required) CERTIFICATE HOLDER CANCELLATION Fax#:(508)8624717 TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 230 SOUTH STREET ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS,MA 02601 AUTHORIZED REDRESENT 01988-2010 ACORD CORPORATION. All rights reserve . ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD i . (� �•�� =; Office of Consumer Affairs and /uusiness Regulation - 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 110609 Type: Private Corporation Expiration: 11/3/2014 Tr# 233027 E J JAXTIMER, BUILDER, INC. ERNEST JAXTIMER 48 ROSARY LN HYANNIS, MA 02601 Update Address and return card.Mark reason for change. ❑ Address Renewal Employment Lost Card )PS-CA1 0 5OM-04/04-G101216 /zP �a�rznzazurea��/ o�• Clrc�c/zuaella License or registration valid for individul use only yl}� Office of Consumer Affairs&Bu'smess Regulation g y HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: �M Registration: 110609 Type: Office of Consumer Affairs and Business Regulation r �7 10 Park Plaza-Suite 5170 �_ Expiration: 11/3/2014 Private Corporation :/ Boston,MA 02116 E 9-JAXTIMER, BUILDER,INC, ERNEST JAXTIMER 48 ROSARY LN HYANNIS,MA 02601 Undersecretary Not valid without signature 9@ �ilassachusetts - Depart ment of Public Safety NYBoard of Building Regulations and Standards Cam>tru�tiun Sultcrt isiir License: CS-003251 - ERNEST J JAX Ti10O18 48 ROSARY t-AN = HYANNIS)bhSA 02601 -r • Expiration Commissioner 01/14/2014 1 i M/ - AWC Guide to Wood'Construction in High Whzd Areas:I10 mph Wind Zone Massachusetts Checklist for Compliance (780.CMR 5301.2.I.1)t `Q Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust)................................................. Wind 110 mph _fir nd Exposure Category........................... ....................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) Z. stories s 2 stories Roof Pitch ........................................................ (Fig 2) ..t.. l C� <12:12 Mean Roof Height """'••......................................... (Fig 2).................................: ........ I �ft 5 33' ..................... Building Width,W............................................................. (Fig 3 3?ft s 80'Building Length, L 9 )................................ (Fig 3).......................:.... �ft 5 80' Building Aspect Ratio(L/1/1f) ..g2 ...................................(Fig 4)................................. .....IcZ�S 3:1 ys Nominal Height of Tallest Opening2 """'•••- (Fig 4)..................... <618° c. 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...:........:........................................................................... Concrete Masonry ........................................................................... 2.2 ANCHORAGE TO'FOUNDATION'•3 518"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onI Bolt Spacing—general................:................ ........ Bolt Spacing from endloint of plate ............................(Table 4)............................................... � in. Bolt Embedment—concrete ��9'�""""""".. —�in. 6°—12° :........................... (Fig 5)....................... —2 in.z T Bolt Embedment—mason .. (Fig 5). ............................... r Plate Washer..............::........................... ..(Fig 5)...............................................a Y x 3°x Y4' 3.1 FLOORS Floor framing member spans checked .(per 780 CMR Chapter 55 p )..............................I...... Maximum Floor Opening Dimension.............. � ......(Fig 6)..:........................:.....................,�?ft<_12'Full Height Wall Studs at Floor Openings Tess than 2'from Exterior Wall(Fig 6)................................ :s .. — Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).......„••••" " ®ft d c�r Maximum Cantilevered Floor Joists • ......• ......•.. Supporting Loadbearing Walls or Shearwall................(Fig 8)................. .............. ft <_d Floor Bracing at Endwalls... (Fig 9)....................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness ........................:.......................(per 780 CMR Chapter 55).. in.Floor Sheathing Fastening (Table 2)...ad nails at. in edge/_Z1n field 4.1 WALLS Wall Height Loadbearing walls................................... (Fig 10 and Table 5 < Non-Loadbearing walls................... )•.. ""••"•' $ft _10' — � (Fig_!0 and Table 5)...................... .... ft 5 20' Wall Stud Spacing ..................... --6.� ..................7...............(Fig 10 and Table 5)................... E' in._<24"o.c. Wall Story Offsets ............................................: ..(Figs 7&8 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(fable 5)..............................2x - 4 Non-Loadbearing walls................................................ — ft_in. t Gable End Wall Bracing (Table 5)..............................2x�-__Zft ! in. % Full Height Endwall Studs............................................(Fig 10)....................................... SP Attic Floor Length.................................. ............(Fig 11).............................................. 0 ft>_W/3 ds Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................ZZ.ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c... (Fig 11).............................. or 1.x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking ''**• Double Top Plate g @ 4 ft. spacing in end joist or truss bays_��• Splice Length ..................... .............. ..... ........ ....(Fig 13 and Table 6)..................................... ft l� Splice Connection (no.of 16d common nails).............(Table 6)..................................... }�8 rZ. �� J AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)l Loadbearing Wall Connections Lateral(no.of 16d common nails) (Tables 7 ................................. �• v'' R )••••••••••••••••••••• Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(table 8)................. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. ft a in.<_11' • cam' Sill Plate Spans (fable 9).................................. ft d m. 17 Full Height Studs (no.of studs)...................................(Table 9)....................................... ................�_ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.................................................. (Table 9 ..................................�ft in._12"' .................. .............................. Sill Plate Spans.............:........................... (Table 9 .... ft in.s 2 ✓,�' �.. Full Height Studs(no.of studs)....................................(T aable 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W gs"6'8. Nominal Height of Tallest Openingz ..............................................................................— Sheathing Type............................. ( )......................................................(� ................ note 4 Ed a Nail Spacing (fable 10 or note 4 ff less).......................�_in. 9 P g...................................... tZ in. ✓ FieldNail Spacing................................•........(fable 10)................................................. Shear Connection(no.of 16d common nails)(fable 10)..................................................... Percent Full-Height Sheathing .(Table 10)..................................................... . 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L oI 5 6'8° Nominal Height of Tallest Opening Z........................................................................— Sheathing Type .............................(note 4)..................................................... ................ . Edge Nail Spacing........................................ (Ta ble.11 or note 4 if less):...................... 3 m. c Field Nail Spacing ..(Table 11)................................................. in. v Shear Connection(no.of 16d common nails)(Table 11)........................................................ v' Percent Full-Height Sheathin .................................................. 9.......................(Table 11) 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... v Wall Cladding �Wind - nd Speed? ............................................................... Rated for L-� 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .....................................................(Figure 19).............6 ft s smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors 9 lf Uplift................................................(Table 12)............................................ Pf Lateral,............................................(fable 12).............................................L Of Shear.............................................(Table 12)............................................. -�P Ridge Strap Connections,if collar ties not used per page 21... able 13 ................T=_Mplf 1L Gable Rake Outlooker.........................................(Figure 20)............. () ft<_smaller of 2'or U2 r Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors U-411lb. r� Uplift................................................(Table 14)............................................. Lateral(no.of 16d common nails)...(fable 14)................................ .....L -1`'�Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness........................................... ... ........................................51 in.>_7/16° d5 -11 Roof Sheathing Fastening...........................................(Table 2)........................................................ Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 .e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. ,The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated �#2-grade. U 17/r.� i � s AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1,I)t 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment • •-wtiev n��srs oa PR MM USEW NAttS AT6bx� - n n 1 u 11 1 u 11 •+ u 1 u 11 1 - Il I1 1 Ir 1 11 11 11 11 � 1 1 M MIL[ tl tt Q I 11 1 l ' lC U 11 K 1 I F 1i If 43 1 �t m I All z • I � 11 If 1 Q 0 �11 Its, 1 t i Usi II t 1 Z 11 .tl Q a 11 1 t 1{I t 96 ' I to 11 1 I/ ¢ to ii m 1 - � r It it M t 11 r1 JI 11 11 1� b0iJS EEDGF NA[LSPAprIG _ I i See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.LI)' r +r r r , , r ; Id r r FRAMM MEMMERS ® a r ' r r STAGC,ERM WAIL PATTEM PAWL PA19E:EDGE DOUBLE NAIL®GE SPACRG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment i of THE 1p� o i t • a • BAR�rABLE, 9�, �639. ,�� Town of Barnstable �lFD MA'1 A 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 Property Owner Must Complete and Sign This Section If Using A Builder I, G� kQ it, 4 �1(', as Owner of the subject property . hereby authorize }1 to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Si ture of Owner Date I Print Name If Property Owner is applying for permit, please complete the Homeowners License Exemption Form on the reverse'side. QA WPFILESIFORMSIbuilding permit f&ms EXPRESS.doc Revised 072110 % BARRIE.GARAGE HEADER! MA BOTELLO LUMBER CO.,INC. 2013.3 Allowable Stross Design NOTE: LOAD TABLE 2 PLIES '1.750 X 9.500 LPLVL295OFb-2.OE DESIGN CRITERIA MSI: 0.40 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 2 - PLIES FASTENED VSZ: 0. THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER 'f0 hi0'IES). RSI: 0.72 LOADING.DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR LIVE LOAD = 30 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED I$ DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM. TO LOAD LDS FLOOR DEAD LOAD a 10 PSF FLOOR TOTAL LOAD 40 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM FLOOR LIVE TOP 330 PLF 00-00-00 17-06-00 1.00 ROOF LIVE LOAD 30 PSF 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF LIVE TOP 165 PLF 00-00-00 17-06-00 1.25 ROOF DEAD LOAD 15 PSF LATERAL STABILITY. UNIFORM FLOOR DEAD TOP 110'PLF 00-00-00 17-06-00 0.90 ROOF TOTAL LOAD 45 PSF 3.DO NOT CUT.NOTCH OR DRILL LP LVL. UNIFORM WAIL DEAD TOP 85 PLF 00-00-00 17-06-00 0.90 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM ROOF DEAD TOP 83 PLF 00-00-00 17-06-00 0.90 FLR LEFT SPAN CARR. 22.00 FT 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL UNIFORM BEAM WEIGHT 10 PLF 00-00-00 17-06-00 0.90 FLR RIGHT SPAN CARR. 0.00 FT TO SIZE. ROOF LEFT SPAN CARR. 11.00 FT 6.THIS LP LVL IS TO USED AS A WARNING NOTES: ROOF RIGHT SPAN CARR. 0.00 FT COMBINATION ROOFF AND FLOOR BEAM ONLY. FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. DEFLECTION CRITERIA : FOR SECOND FLOOR SLEEP ROOMS ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS LIVE LOAD DEFL: L / 360 (7.COMPRESSION EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW TOTAL LOAD DEFL: L / 240 194"O.C.SS LESS. BY A DESIGN PROFESSIONAL. CODE COMPLIANCES DESIGN ASSUMES COMPONENTS CARRIED ARE MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL REPORT 1) APPLIED TO TOP EDGE OF LP LVL,SUCH THAT BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, ARA PR-1,280 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. - ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS ICC-Es ESR-2403 ATTACH THE TWO PLIES WITH 2 ROWS OF 16d BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. LOADS RR-25783 (3-1/2-)NAILS AT 12-OC.STAGGER ROWS. CC 4C 11518-R NAILS CAN BE DRIVEN FROM ONE FACE OR HALF PROVIDE ANCHORAGE FOR UPLIFT AT SUPPORTS.ANCHORAGE DETAIL TO BE Florida FL15228 FROM EACH FACE. NAILS MAY BE COMMON OR PROVIDED BY PROJECT DESIGNER. BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131". 16d SINKERS(3-1/4-)MAY BE ANCHOR LP LVL ROOF/FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Sao "at85 16e SUPPORT REACTIONS (LBS): 9.500 MAXIMUM B E A R I N G N U M B ER �c 1 2 3 4 I 1.750 DOWN 2140 6616 6616 2140 3.500 UPLIFT --- 1232 1232 --- CROSS SECTION MIN BEARING SIZES (IN-SX) 1- 8 3- 8 3- 8 1- 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.04"(L/2601) 0.27" 8- 3- 0 - 0.1 9 8- 3- 0 DEAD LOAD 0.04" TOTAL LOAD 0.07"(L/1468) 0.41" 17- 6- 0 THIS DRAWING IS NOT TO SCALE Handling 8 Erection Miscellaneous Information LP LVL.LP LSL and CTR,LP I-Joist Specifications Software Provided By: Temporary and permanent bract for holding component 11/oa/13 L RC bracing a pedant The use of this component all the be specified o the designer of the 'Supports and connections par for to LVL,lines LSL,CTR and d a to ni um specific 10lors. LP Engineered Wood Products plumb end for resisting.No lateral re to shall be designed the and complete sfromstructurthe. desig all the the wary Dose compliance approval i 'Common nails driven parallel to glue lines shell be spaced a minimum of 4'for 10d 414 Union Street.Suite 2000 Installed by others.No loads are to be applied to the instructions from the dosignera of the complete structure before using this and 3'for t)a. component until after all the framing and fastening are component.If the design criteria listed above does not meal local building 'Do net al,notch,drift or after LP LVL,LP LSL and CTR,LP Waists except as shown Nashville,TN 37219 completed.At no time shall loads greeter than design bads code requirement°,do not use this design.When this drawing is signed in published material from LP any use of LP LVL.LSL and CTR,UP I-Joists contrary Phone 800.515.7570 be applied to the component. and sealod,the structural design is approved as shaven In this drawing to the limits set forth horcon,negales any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer.LP LVL,LP LSL and CTR,LP disclaims all implied warranties Including the implied warrantles of men chantabilit Design Criteria I-joists ore made without camber and"if defect under load.Wood in direct and ntnass for a particular use. y The design and material specified are in substantial Contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of NDS:Dead load lateral support Is assumed(wall,floor beam,etc.).LP does not provide deflection includes adjustment factor for creep.Total toad on-site inspection.This drawing must have an Architect's or Enginntoor's coal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR defection is instantaneous. 'fixed to be considered an Engineering document. SHEET # LP is a registered trademark of Louisiana-Pacific Corporation. File:C:1Progrem Files0.P\Wood-E DesignL2013.3LWOODE.SPX I BARRIE GARAGE STAIR HEADER MA BOTELLO LUMBER CO.,INC. 2013.3 Allowable Stress Deaign LOAD TABLE MSI: 0.38 _ NOTE: 2 PLIES 1.750 X 11.875 LP LVL295OFb-2.OE DESIGN CRITERIA VSI: 0.25 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER OD CASES DESIGN CONSISTS OF 2 - PLIES FASTENED HSI: 0.52 : LA THE VERTICAL LOADS SHOWN VERIFICATION OF TOGETHER (REFER TO NOTE LOADING.DEFLECTION LIMITATIONS,FRAMING S). FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. METHODS.WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD 40 PSFDEAD LOAD 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD 52 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM BEAM WEIGHT 12 PLF 00-00-00 22-00-00 0.90 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE 1-CONCENTRATED FLOOR LIVE TOP 1788 LBS O4-00-OOMINBRG-3.00" 1.00 FLR LEFT SPAN CARR. 0.00 FT LATERAL STABILITY. 1-CONCENTRATED FLOOR DEAD TOP 536 LBS O4-00-OOMINHRG-3.00" 0.90 FLR RIGHT SPAN CARR. 0.00 FT 3.DO NOT CUT,NOTCH OR DRILL LP LVL. 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: DEFLECTION CRITERIA 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL LIVE LOAD DEFL: L / 360 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFL: L / 240 6.THIS LP LVL IS TO BE USED AS A FLOOR BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP kJOISTS IS 7.COMPRESSION EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES 146`O.C.OR LESS. BY A DESIGN PROFESSIONAL. REPORT APA PR-L280 DESIGN ASSUMES COMPONENTS CARRIED ARE PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILITY. ICC-ES ESR-2403 APPLIED TO TOP EDGE OF LP LVL,SUCH THAT LOADS RR-25783 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL CCMC 11518-R ATTACH THE TWO PLIES WITH 2 ROWS OF 16d BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, Florida FL15228 (3-1/2-)NAILS AT 12-OC.STAGGER ROWS. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. OF 0.131". 16d SINKERS(3-1/4')MAYBE USED,BUT HALF MUST BE DRIVEN FROM LP COMPONENTS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE IN ADDITION TO COMPLYING WITH BUILDING CODE DEFLECTION LIMITS CONCENTRATED LOADS MUST BE EQUALLY OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY PROJECT DISTRIBUTED TO ALL PLIES.ADDITIONAL DESIGNER,SUCH AS VIBRATION,BOUNCE,AND AESTHETICS. FASTENERS MAY BE REQUIRED. 12 1 t: I SUPPORT REACTIONS (LBS): 11.875 MAXIMUM B E A R I N G NUMBER 1 2 1.750 DOWN 2032 553 T1 3.500 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES (IN-SX) 1- 8 1- 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE ' LIVE LOAD 0.36"(L/721) 0.73" +DEAD LOAD 0.26" 22- 0- 0 TOTAL LOAD 0.53"(L/491) 1.09" •• THIS DRAWING IS NOT TO SCALE Handling 8.Erection Miscellaneous information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 11111081113 I RC Temporary and permanent bmdrg for holding component The use of this component snag be specified by the designer at the •Supports and connections for LP LVL,LP LSL.CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for m3oUng lateral lomm shall be designed and complete structure.Obtain all the necessary code compliance approval and Common nails driven parallol to glue lines shall be spaced a minimum or 4'for 10tl q14 Union SbeeL Suite 2000 Installed by others.No Was are to bo applied to the Instructions from the designers of the complete structure before using this and 3•for ad. component unta after all the frothing and fastening am component If the design criteria fisted above door not meal local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR.LP t-,foists except as shown Nashville,TN 37219 completed.At no time shall loads greater than design]code code requirements,do not use this design.When this drawing is signed In published material from LP any use of LP LVL,LSL and CTR.LP hfoists contrary Phone 800.515.7570 be applied to the component. and eoelod,the structural design is approved as shover In this drawing to the limits sal toed horoon,nogotos any oxpross vananly,of the product and LP Fax 866.753.4369 based on date provided by the customer.LP LVL,LP LSL and CTR.LP discloims all Implied warranties including the implied vrarrenlles of merchantability Design Criteria HoWs are made without camber and vAll defied under bad.Wood in dired and fitness for a particular use. The design and material specified min substantial contact with conaeto muss bo protected as rogdrea by codo.Continuous DWG # =fa mily wins the latest revisions of NDS.•Dead bad lateral support is assumed(wall floor beam,otc.l.LP does not provide deflection includes adjustment factor for asap.Total load on-site inspection.This drawing must have an Architect's or frgineor's sea •A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous, efixod to be considered an Engineering document. LP Is a registered trademark of Louisiana-Pacific Corporation. File:\VslWsers\dgreenlavALPlBeam Calcs\BARRIEIWOODE.SPX BARRIE GARAGE STAIR TRIMMER MA BOTELLO LUMBER CO.,INC. MSI: 0.35 - NOTE: 2013.3 Allowable Stress Design LOAD TABLE 2 PLIES 1.750 X 11.875 LPLVL295OFb-2.OE DESIGN CRITERIA VSI: 0.29 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES DESIGN CONSISTS Or- 2 - PLIES FASTENED RSI: 0.59 THE VERTICAL LOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. TOGETRER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD = 30 PSF METHODS.WIND AND SEISMIC BRACING,AND OTHER DEAD LOAD 10 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED.IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 40 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM FLOOR LIVE SIDE 270 PLF 00-00-00 12-06-00 1.00 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD SIDE 90 PLF 00-00-00 12-06-00 0.90 FLR LEFT SPAN CARR. 18.00 FT LATERAL STABILITY. UNIFORM BEADS WEIGHT 12 PLF 00-00-00 12-06-00 0.90 FLR RIGHT SPAN CARR. 0.00 FT 3.DO NOT CUT,NOTCH OR DRILL LP LVL. 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: DEFLECTION CRITERIA S.VERIFY DIMENSIONS BEFORE CUTTING LP LVL LIVE LOAD DEFL: L / 360 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L•P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFL: L / 240 6.THIS LP LVL IS TO BE USED AS A FLOOR BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES FOR SECOND FLOOR SLEEPING ROOMS ONLY. BY A DESIGN PROFESSIONAL. REPORT 0 7.COMPRESSION EDGE BRACING REQUIRED AT APA PR-L280 EACH END OF COMPONENT. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL ICC-ES ESR-2403 BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER LOADS RR-25783 ATTACH THE TWO PLIES WITH 2 ROWS OF 16d ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 11518-R (3.1Q-)NAILS AT 12-OC.STAGGER ROWS. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. Florida FL15228 NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON OR ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131'. 16d SINKERS(3.1/4-)MAYBE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. 270 no p0 e° SUPPORT REACTIONS (LBS): 11.875 MAXIMUM BE AR I NG NUMBER 1 2 1..750 CH DOWN 2324 2324 T1 3.500 UPLIFT --- --- CROSS SECTION bUN BEARING SIZES (IN-SX) 1- a 1- 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE - LIVE LOAD 0.15"(L/1018) 0.41" *DEAD LOAD 0.08" - 12- 6- 0 - TOTAL LOAD 0.20"(L/739) 0.62" "•THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 11108113 I RC Temporary MO permanent bracing for holding component The use of This component shall be specified by the designer of the 'Supports and connections for LP LVL.LP LSL.CTR and LPI to be specific applications. LP Ef191r1eefed Wood PfOdUC(S plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and Common nails driven parallel to glue lines shall be spaced a minimum of 4'for 10tl installed by others.No loads are to be applied to the instructions from the designers of the complete structure before using N 414 Union SU@@l,Suite 2000 is and 3•for ad. component unlit after an the framing and fastening are component. If the design criteria listed above does net meet local building 'Do not cut,notch,drill or alter LP LVL.LP LSL and CTR,LP I-Jolsb except as shown Nashville. St 37219Su completed.At no time shall loads greater than design loads code requirements.do not use this design.When this drawing is signed In published material from LP any use of LP LVL,LSL and CTR.LP Waists contrary Phone 800.515.7570 be applied to the component. and soared,the structural design is approved as shown in this drawing to No limits ad forth hereon.negates any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer.LP LVL,LP LSL and CTR,LP disclaims all Implied warranties including the Implied warranties of memr—tabillty Design Criteria I-jofsta am made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of NDS.'Dead load lateral support is assumed(wall,(bar boam,etc).LP does not provide denoctlon includoe adjustment factor for creep.Total lood on-site inspection.This drawing must hove an Architect's or Engineefs seal.A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection Is instantaneous, aNred to be considered an Engineering document. i LP is a registered trademark of Louisiana-Pacific Corporation. File:Ufs1\users\dgreenlaw\LP\Beam Celcs\BARRIE\WOODE.SPX I • BARRIE GARAGE HEADER MA BOTELLO LUMBER CO.,INC. 2013.3 Allowable Stress Oosign NOTE: LOAD TABLE 2 PLIES 1.750 X 9.500 LP LVL295OFb-2.OE DESIGN CRITERIA MSI: 0.40 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 2 - PLIES FASTENED VSI: 0. THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1).OTHER LOAD CASES TOGETHER (REFER TO NOTES). RSI: 0.72 LOADING,DEFLECTION LIMfTATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR LIVE LOAD = 30 PSF FLOOR DEAD LOAD 10 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FLOOR TOTAL. LOAD = 40 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX ORARCHITECT. UNIFORM FLOOR LIVE TOP 330 PLF 00-00-00 17-06-00 1.00 ROOF LIVE LOAD = 30 PSF 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF LIVE TOP 165 PLF 00-00-00 17-06-00 1.25 ROOF DEAD LOAD = is PSF LATERAL STABILITY. UNIFORM FLOOR DEAD TOP 110 PLF 00-00-00 17-06-00 0.90 ROOF TOTAL LOAD = 45 PSF 3.DO NOT CUT.NOTCH OR DRILL LP LVL. UNIFORM WALL DEAD TOP 85 PLF 00-00-00 17-06-00 0.90 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM ROOF DEAD TOP 83 PLF 00-00-00 17-06-00 0.90 FLR LEFT SPAN CARR. 22.00 FT S.VERIFY DIMENSIONS BEFORE CUTTING LP LVL UNIFORM BEAM WEIGHT 10 PLF 00-00-00 17-06-00 0.90 FLR RIGHT SPAN CARR. 0.00 FT TO SIZE. ROOF LEFT SPAN CARR. 11.00 FT 6.THIS LP LVL IS TO BE USED AS A WARNING NOTES: ROOF RIGHT SPAN CARR. 0.00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. DEFLECTION CRITERIA FOR SECOND FLOOR SLEEPING ROOMS ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS LIVE LOAD DEFL: L / 360 7.COMPRESSION EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW TOTAL LOAD DEFL: L / 240 194'O.C.OR LESS. BY A DESIGN PROFESSIONAL. CODE COMPLIANCES DESIGN ASSUMES COMPONENTS CARRIED ARE MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL REPORT # APPLIED TO TOP EDGE OF LP LVL.SUCH THAT BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, APA PR-L280 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS ICC-ES ESR-2403 ATTACH THE TWO PLIES WITH 2 ROWS OF 16d BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. LOABS RR-25783 (3-10)NAILS AT 12-OC.STAGGER ROWS. CCMC 11518-R NAILS CAN BE DRIVEN FROM ONE FACE OR HALF PROVIDE ANCHORAGE FOR UPLIFT AT SUPPORTS.ANCHORAGE DETAIL TO BE Florida FL15228 FROM EACH FACE. NAILS MAY BE COMMON OR PROVIDED BY PROJECT DESIGNER. BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131'. 16d SINKERS(3-1/4-)MAYBE ANCHOR LP LVL ROOF/FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. a°0 sso 13 Iss ° as SUPPORT REACTIONS (LBS): 9.500 MAXIMUMBEAR I NG NUMBER 1 2 3 4 1.750 DOWN 2140 6616 6616 2140 3.500 UPLIFT --- 1232 1232 --- CROSS SECTION MIN HEARING SIZES (IN-SX) 1- 8 3- 8 3- 8 1- 8 M9UCI14UM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.04"(L/2601) 0.27" 8- 3- 0 - 0-Ike*DEAD LOAD 0.04^ 17- 6- 0 8- 3- 0 TOTAL LOAD 0.07"(L/ia68) 0.a1" •••THIS DRAWING IS NOT TO SCALE••• Handling 8 Erection Miscellaneous Information LP LVL,LP LSL and CTR.LP IJoist Specifications Software Provided By: 11I09I13 IRC Temporary and permanent bracing for holding component The use of this component shah be specified by the designer of the •Supports and connections for LP LVL.IP LSL.CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the nacesaary code compliance approval and Common nails driven Parallel to glue lines shill be spaced a minimum of 4'for 10d installed by others.No loads are to be applied to the instructions from the designers or the complete structure before using this and 3'for Sit. q14 Union Street,Suite 2000 component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do net ad,notch,drill or alter LP LVL LP LSL and CTR,LP Woists except as shown Nashville,TN 37219 completed.At no time shall loads greater than design bads=do rugWroments.do not use this design.When this dravdng Is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and soiled,the structural design is approved as shown in this drawing to the limits set forth hereon,negales any express warranty of the product and LP Fax 866.753.4369 Design Criteria based an data provided by the customer.LP LVL,LP LSL and CTR.LP disclaims all implied warrantios Including the implied ivarranties of merchantability I-)oista ere made vnlhout combo,and will defloct under bad.Wood in direct and fdnoss for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of Nos.*Dead load lateral support is assumed(wall,floor beam,etc.).LP does net provide deflection includes adjustment factor for weep.Total load ensile inspection.This drawing must have an Architect's or Engineer's sea 'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR deflection is Instantaneous, 'fixed to be considered an Engineering document. SHEET # LP Is a rogislered trademark of Louisiana-Pacific Corporation. File:C:1Program Files%LP1Wood-E Desi9n(2013.31WOODE.SPX • BARRIE GARAGE TO SHED HEADER MA BOTELLO LUMBER CO.,INC. 2013.3 Allowable Stress Design LOAD TABLE MSI: 0.31 - NOTE: 3 PLIES 1.750 X 9.500 LP LVL2950FId-2.0E DESIGN CRITERIA 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 3 - PLIES FASTEVED VSI: 0. THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). RSI: 0.51 LOADING,DEFLECTION LIMITATIONS.FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR LIVE LOAD 30 PSF METHODS,WIND AND SEISMIC BRACING.AND OTHER FLOOR DEAD LOAD 10 PSF . LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FLOOR TOTAL LOAD 40 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM FLOOR LIVE TOP 330 PLF 00-00-00 09-00-00 1.00 ROOF LIVE LOAD 30 PSF 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF LIVE TOP 165 PLF 00-00-00 09-00-00 1.25 ROOF DEAD LOAD 15 PSF LATERAL STABILITY. UNIFORM FLOOR DEAD TOP 110 PLF 00-00-00 09-00-00 0.90 ROOF TOTAL LOAD 45 PSF 3.DO NOT CUT,NOTCH OR DRILL LP LVL UNIFORM WALL DEAD TOP 85 PLF 00-00-00 09-00-00 0.90 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM ROOF DEAD TOP 83 PLF 00-00-00 09-00-00 0.90 FLR LEFT SPAN CARR. 22.00 FT 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL UNIFORM BEAM WEIGHT 14 PLF 00-00-00 09-00-00 0.90 FLR RIGHT SPAN CARR. 0.00 FT TO SIZE. ROOF LEFT SPAN CARR. 11.00 FT 6.THIS LP LVL IS TO BE USED AS A WARNING NOTES: ROOF RIGHT SPAN CARR. 0.00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. j FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. DEFLECTION CRITERIA FOR SECOND FLOOR SLEEPING ROOMS ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP(JOISTS IS LIVE LOAD DEFL: L / 360 F7.COMPRESSION EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW TOTAL LOAD DEFL: L / 240 -FJ1CH END OF COMPONENT. BY A DESIGN PROFESSIONAL. CODE COMPLIANCES DESIGN ASSUMES COMPONENTS CARRIED ARE MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL REPORT 8 APPLIED TO TOP EDGE OF LP LVL,SUCH THAT BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, "A PR-L280 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS ICC-ES ESR-2403 ATTACH TWO PLIES WITH 2 ROWS OF 16d BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. LOADS RR-25783 (3.12-)NAILS AT 12-OC.FROM CCMC 11518-R ONE FACE ONLY. STAGGER ROWS.FLIP ANCHOR LP LVL ROOFlFLOOR BEAM SECURELY TO BEARINGS OR HANGERS. Florida FLI5228 BEAM AND ATTACH THE THIRD PLY WITH 2 ROWS OF 16d(312')NAILS AT 12-OC.TO THE UN-NAILED SIDE OF THE FIRST TWO PLIES. STAGGER ROWS.NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131'.16d SINKERS 3-114' MAYBE USED. ese aso +es +es SUPPORT REACTIONS (LBS): 9.500 MAXIMUM B E A R I N G N U M B E R 1 2 1.750 DOWN 2984 2984 3.500 UPLIFT --- --- 5.250 CROSS SECTION MIN B1-EARING SIZES (IN-SX) MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.07"(L/1541) 0.30" -DEAD LOAD 0.08" 9- 0- 0 TOTAL LOAD 0.12"(L/863) 0.44" •"THIS DRAWING IS NOT TO SCALE"• Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP IJoist Specifications Software Provided By: Temporary and permanent bract for holds component The use of this component shall be 11l08113 I RC n0 e w po specified o e compliance l of Uo 'Common and connen pa a for to LVL,ne LSL,be ac d a to ni specific applladions. LP Er191f18efed W OOd PfOdUC1S plun10 and for ros.No lateral forces shall lie dto th etl end comuctio sfrstruom th Obtain all the necessary code ucturbef approval t 'Common nails driven parallel[o glue lines shell be spaced a minimum old•for tOd 414 Union Street.Suite 2000 installed by others No loads are to be applied b the Instructions from the designers of the complete structure before using this and 3'for ed. component until after all the framing and fastoning are component.If the design criteria haled above does not moat local building 'Do not cut,notch,dill or alter LP LVL,LP LSL and CTR UP I-Joists except as she Nashville.TN 37219 completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP(Joists oar(( Phone 8DO.515.7570 be applied to the component. and seelod,the structural design Is approved as shown in this drawing to the limits act forth hwoon.negates my express warranty of the product and LP Fax 866.753.4369 cased on data provided by the customer,LP LVL,LP LSL and CTR.LP disclaims all implied mrrantfes Including the implied wanweles of merchantability Design Criteria based are made without camber and will deflect under bad.Wood in dirw and fitness for a particular use The design and material specified ore In substantial contact with concrete must be protected as required by code.Continuous DWG # conformity Wth the latest revisions of NOS.'Dead load lateral support is osa aped(wall,floor beam,etc.).LP does not provide defloction Includes adjustment factor for creep.Told land on-silo inspection.This draWng must have an Architect's or Engineer's Sea 'A COPY OF THIS DRAWING IS TO 8E GIVEN TO THE INSTALLING CONTRACTOR dandelion is instantaneous. 'armed to be considered an Engineering document. SHEET # LP is a registered trademark or Louisiana-Pacific Corporation. Fite:\\fs1\users\dgreenlaw\LP\Beam Calcs\BARRIE\WOODE.SPX BARRIE GARAGE RIDGE MA BOTELLO LUMBER CO.,INC. 2013.3 Atlowattlo Stress Design LOAD TABLE MSI: 0.85 NOTE: 2 PLIES 1.750 X 20.000 LP LVL295OFb-2.OE DESIGN CRITERIA VSI: 0.47 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 2 - PLIES FASTENED RSI: 1.00 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1).OTHER LOAD CASES TOGETHER (REFER TO NOTES) LOADING,DEFLECTION LIMITATIONS.FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE LOAD = 30 PSF METHODS,WIND AND SEISMIC BRACING.AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD 15 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LIE TOTAL LOAD = 45 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX - ORARCHITECT. UNIFORM ROOF LIVE SIDE 330 PLF 00-00-00 28-06-00 1.14 ROOF LEFT SPAN CARR. 11.00 FT 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD SIDE 165 PLF 00-00-00 28-06-00 0.90 ROOF RIGHT SPAN CARR. 11.00 FT LATERAL STABILITY. UNIFORM BEAM WEIGHT 20 ELF 00-00-00 28-06-00 0.90 3.DO NOT CUT,NOTCH OR DRILL LP LVL. DEFLECTION CRITERIA 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: LIVE LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL TOTAL LOAD DEFL: L / 180 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LP LVL IS TO BE USED AS A ROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS CODE COMPLIANCES MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT p 7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. APA PR-L280 27.O.C.OR LE $. ICC-ES ESR-2403 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL LODBS RR-25783 ATTACH THE TWO PLIES WITH 4 ROWS OF 16d BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 11518-R (3-1Z)NAILS AT 12"OC.STAGGER ROWS. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS Florida FL15228 NAILS CAN BE DRIVEN FROM ONE FACE OR HALF BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. OF 0.131". 16d SINKERS(3-1/4")MAYBE USED,BUT HALF MUST BE DRIVEN FROM THIS COMPONENT MEETS CODE ALLOWED DEFLECTION CRITERIA;CALCULATED EACH FACE. DEFLECTION EXCEEDS 3/4"AND SHOULD BE REVIEWED BY PROJECT DESIGNER FOR ADEQUACY. LP LVL ROOF BEAMS ARE MANUFACTURED WITHOUT CAMBER, THEREFORE,IN ADDITION TO COMPLYING WITH THE DEFLECTION LIMITS OF LOCAL BUILDING CODES,OTHER DEFLECTION CONSIDERATIONS SUCH AS PONDING(POSITIVE DRAINAGE IS ESSENTIAL)AND AESTHETICS SHOULD BE EVALUATED BY THE PROJECT ENGINEER OR ARCHITECT.MAXIMUM RECOMMENDED DEAD LOAD DEFLECTION IS 0.333"OR LESS. THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED LOAD ACTING OVER 2.6 X 2.5 FT(6.26 SO FT) i 330 ]so Cos 1- I ss 0 SUPPORT REACTIONS (LBS): 20.000 MAXIMUM BEAR I NG NUMBER 1 2 1.750 DOWN 7339 7339 3.500 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES (IN-SX) 2-13 2-13 MAXIMUM DEFLECT CALCULATED ALLO LIVE LOAD 1.02"(L/334) -DEAD LOAD 0.85" 28- 6- 0 TOTAL LOAD 1.5911(L 214 1.828, •••THIS DRAWING IS NOT TO SCALE'•• Handling 6 Erection Miscellaneous information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 11/08117 IRC Temporary and permanent bracing for holding component The use of this component shall be specified by Me designer or the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be spactPc applications, LP Engineered Wood Products plumb and for resisting lateral rare"shall be designed and complete structure.Obtain all the necessary Code compliance approval and'Common nails driven parallel to glue linoa shall be spaced a minimum of 4-for IOd q14 Union Street Suite 2000 installed by others.No loads are to be applied to the instructions from the designers or the complete structure before using this and 3"for ad. 414 Union St 37219 component until after all the framing and fosterling are component.If the design critoria listed above does not meet local building -Do not cut,notch,ddll or alter LP LVL,LP LSL and CTR,LP I-Joists except as shownTIN completed.At no time shall bads groater than design bads codo mquiremonta,do rot use this design.When this drawing Is signed in published material from LP any use of LP LVL.LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and soared,the structural design is approved as shown in this drawing to the limits sot font hereon,nogatoa any express warranty of the product and LP Fax 866.753.4369 Design Criteria based on date provided by the customer,LP LVL,LP LSL and CTR.LP disclaims all implied warranlios including the Implied vat amies of merchantability foist.are made Wthoul camber and will deflect under load.Wood in dire and fitness for a particular use. The design and material specified are In substantial contact Will concrete must be protected as required by code.Continuous DWG # conformity with the latest revialOM of NO$.*Dead load lateral support Is assumed(wall,Poor beam,etc.).LP does not provide deaaction includes adjustment factor for oroop.Total bad on-site Inspection.This drawing must have an Architect's w Ergincofs cool A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # de loction is Instantaneous. .fixed to be considered an Engineering document. LP is o registered trademark of Loulsiano-Pacific Corporation, File:C:\Program Files\LP\Wood-E Design\2013.3\WOODE.SPX BARRIE 1ST FLOOR KITCHEN BEAM MA BOTELLO LUMBER CO.,INC. 2013.3 Albwable Slross Dosign MSI: 0.60 NOTE: LOAD TABLE 2 PLIES 1.750 X 14.000 LP LVL2950Fb-2.OE DESIGN CRITERIA VSI: 0.38 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 2 - PLIES FASTEF)3D RSI: 0.98 NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES THE VERTICAL LOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. TOGETHER i REFER TO NOTES). LOADING.DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR LIVE LOAD = 30 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER FLOOR DEAD LOAD = 10 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FLOOR TOTAL LOAD 40 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX ORARCHITECT. UNIFORM ROOF LIVE TOP 360 PLF 00-00-00 16-00-00 1.25 ROOF LIVE LOAD = 30 PSF 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD TOP 180 PLF 00-00-00 16-00-00 0.90 ROOF DEAD LOAD 15 PSF LATERAL STABILITY. UNIFORM FLOOR LIVE TOP 180 PLF 00-00-00 16-00-00 1.00 ROOF TOTAL LOAD = 45 PSF 3.DO NOT CUT.NOTCH OR DRILL LP LVL. UNIFORM FLOOR DEAD TOP 60 PLF 00-00-00 16-00-00 0.90 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM BEAM WEIGHT 14 PLF 00-00-00 16-00-00 0.90 FLR LEFT SPAN CARR. 12.00 FT S.VERIFY DIMENSIONS BEFORE CUTTING LP LVL FLR RIGHT SPAN CARR. 0.00 FT TO SIZE. WARNING NOTES: ROOF LEFT SPAN CARR. 24.00 FT 6.THIS LP LVL IS TO BE USED AS A ROOF RIGHT SPAN CARR. 0.00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP[JOISTS IS DEFLECTION CRITERIA FOR SECOND FLOOR SLEEPING ROOMS ONLY. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW LIVE LOAD DEFL: L / 360 7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. TOTAL LOAD DEFL: L / 240 56'O.C.OR LESS. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL CODE COMPLIANCES DESIGN ASSUMES COMPONENTS CARRIED ARE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, REPORT 4 APPLIED TO TOP EDGE OF LP LVL,SUCH THAT ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS APA PR-L280 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ICC-Es ESR-2403 ATTACH THE TWO PLIES WITH 3 ROWS OF 16d LOADS RR-25783 (3-1/2-)NAILS AT 12-OC.STAGGER ROWS. ANCHOR LP LVL ROOF/FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. CCMC 11518-R NAILS CAN BE DRIVEN FROM ONE FACE OR HALF Florida FL15228 FROM EACH FACE. NAILS MAY BE COMMON OR NO WALL LOAD WAS USED. BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131'. 18d SINKERS(3-1/4-)MAYBE LP LVL FLOOR BEAMS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE. USED,BUT HALF MUST BE DRIVEN FROM IN ADDITION TO COMPLYING WITH THE DEFLECTION LIMITS OF LOCAL BUILDING EACH FACE. CODES,OTHER DEFLECTION CONSIDERATIONS SUCH AS VIBRATION.BOUNCE, CRACKING AND AESTHETICS,SHOULD BE EVALUATED BY THE PROJECT ENGINEER OR ARCHITECT. MAXIMUM RECOMMENDED DEAD LOAD DEFLECTION IS 0.333'OR LESS. THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL LOAD DEFLECTION LIMIT OF 1.240.(PROVIDED BY THE LP CUSTOMER). THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. sae 360 1eo Ills eo SUPPORT REACTIONS (LBS): 14.000 MAXIMUM B E A R I N G N U M B E R 1 2 1.750 DOWN 5272 5272 3.500 UPLIFT --- --- CROSS SECTION MIN HEARING SIZES (IN-SX) 2- 1 2- 1 MAXIMUM DEFLECTIONS CALCULATED ALL40WABLE LIVE LOAD 0.36"(L/531) 0.53' *DEAD LOAD 0.34" 16- 0- 0 TOTAL LOAD 0.5e" L 326 0.79' "•THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR.LP IJoist Specifications Software Provided By: 1,/08113 IRC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL.LP LSL.CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shell be designed and comploto structure.Obtain all the necessary code compliance approval a 'Comma nails driven parallel to gluo lines shall be spaced a minimum of 4-for 10d installed by others.No toads are to be applied to the instructions from the designers of the ccmploto structure before using this and 3-for ad. 414 Union Street,Suite 2000 component until after all the framing and fastening are component.If the design criteria listed above does Trot moat local building •Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP Waists except as fltrown Nashville,TN 37219 completed.Al w time shot)load*greater than design bads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR.LP 1-Joists contrary Phone 800.515.7570 be applied to the component. and soared,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express wammly of the product and LP Fax 866.753.4369 Design Criteria based on data provided by the customer.LP LVL,LP LSL and CTR.LP disclaims all implied vwranties including the implied warranties of merchantability 9 I-joists ate made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # =fa mily Win the latest revisions of Nos.'Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provido deflection includes adjustment factor for asap.Total load ensile inspection.This drawing must have an Architect's or Engineer's seal A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. afxed to be considered an Engineering document. LP Is o registered Trademark of Louisiana-Pacific Corporation, File:C:1Program Files\LP1Wood-E DesignQO13.31W00DE.SPX I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map d L g Parcel Application # Vlg Health Division Date Issued C Conservation Division <% Application Fee S� Planning Dept. Permit Fee �dZ Date Definitive Plan Approved by Planning Board 2JIgl�3 Historic - OKH _ Preservation / Hyannis Project Street Address -� ! Village � y j T Owner AM y JR�� Address 611 ym�� 1zD, L1 N Telephone 701 Permit Request V J I--P AF-P]TwN �N Square feet: 1 st floor: existing�3?7 proposed I - 2nd floor: existing 3&0 proposed N Total new (4—Z Zoning District Flood Plain Groundwater Overlay Project Valuation Z/d00 Construction Type Lot Size 53&04 " Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family &' Two Family ❑ Multi-Family (# units) Age of Existing Structure (g(01 Historic House: ❑Yes U o On Old King's Highway: ❑Yes EMo Basement Type: WFull C"Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 760 Number of Baths: Full: existing new N� — Half: existing new Number of Bedrooms: _ existing tv Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other Central Air: d Yes ❑ No Fireplaces: Existing ( New N / Existing woo Zcbal stove:❑Yeses' d'N'-o Detached garage: Ulexisting ❑ new size—Pool: ❑ existing ❑ new size — Barn: ❑existing Ll oew size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: x. 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 � � L I✓G� Telephone Number " &97- - Address License # TO Home Improvement Contractor# 1 7+1 I Worker's Compensation # 6 4s: ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE / DATE If, V�N I FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED 12 MAP/PARCEL NO. ADDRESS VILLAGE r t OWNER it DATE OF INSPECTION: FOUNDATION FRAME !3 �'kcc�- .r•�e.2r s-tsr ,� /Y! D� /lam Ij/2� INSULATION E ld a 3 �1 FIREPLACE 'E ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING I t ' DATE.CLOSED OUT ASSOCIATION PLAN NO. f 3 9 _ 7 r 1 ' �ort +F, Town of Barnstable Regulatory Services Thomas F, Geiler, Director Mass. $p;EseJ➢ },� Building Division -Thomas Perry, CBO, Budding Commissioner . 200 Main Street, Hyannis,MA 02601 " rrww.town..barnstable.m a.us Office: 508-862-:403 8 Fax: 508490-6230 PLAN REVIEW Owner: '��'s2�Z� Map/Parcel: 019 DYG Project Address SOS ['9DAf(,J06b BCtilde.: -ti SAr P-b The following items were noted on reviewing: Reviewed by: DatE: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street _ Boston,'MA 02111 www.mass.govidia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bI 'Name(Business/Organization/Individuat): Address: . t City/State/Zip: IV'��dN . Are you an employer? Check the appropriate box: Type of project(required); I.❑ I employer with 4. ❑ I am a general contractor and I ployees(full and/or part-time). * have hired the sub-contractors 6. ❑New construction 2. lain a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employ,ees These sub-contractors have P S. ❑Demolition working for me in any capacity, employees and have workers' insurance. 9. ❑Building addition comp.[No workers'comp.insurance required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t. c. 152, §1(4), and we have no employees. [No workers' 13.0 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 are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-;onhactors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees.- Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a . fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up.to$250.00 a day 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 certi er the p e hies of pp ury that the information provided abo is true and correc4 Si attire: Date: Phone#: Official use,only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector. S.'Plambing Inspector 6. Other Cont#ct Person: Phone#: A FCC Gaide to Wood Construction in High kk<rtd Areas:110 trcptr kYind Zone Massachusetts Checkli.&t for Compliance (78D cniR53ot a l.r)' 0 cl=k CbrnplIzn=.. Wind Speed(3-sec .gust).........................................._- -.................._ _...._ ._ 110 mph Wind Exposure Category........_........... _. _..................................._......................................B Wind Exposure Category........:.......Engineering Required For Entire Project.......................................0 12 APP.LtCABI[1TY Number of 5fnries(a roof which.exceeds B In 12 slope shall be'ironsidered a story) stories 5 2 stories Rtof Pifch_._._...__......:......_...._.._----......_.:_................,-(Fig 2) ...._...- _------ 51212 - Mean Rbof Height------------------- -----(Fig 2).................... <' Binding Width,W_......_........ Binding Length, 3)..:.................:. .. 8Q, _ ......__..........._....._.......... ._.----•---•--•---•-•------............ Nominal Height of Tallest Open ingZ ...................,..._.._.. (Fig 4)...._-- ....................... 618' 1.3 FRAMING CONNECTIONS General compliance with framing connections......._.__.__.(Table 2)..__..__._.......................... Z1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.........................:::.:..............:......:...._..........._..._...:. .............................. ConcrefaMasonry...._.._ _ _ _... __.......---------------------------------------------__..........._._,.....::....._.......... - 22 ANCHORAGE TO FOUNDMiONI,3 5/8'Anchor Bottsvimbedded or 5/8'Proprietary Mechanical Anchors as an'alternative in concrete only Boft Spacing.-general ............... -(Table 4) in. Bolt Spacing from enMoint of plate _ -- _...._......._--=--------•-•(Fig.�.....:........_._:_......:.--•-•--: in. 6'-12'. • Bolt Embedment-concrete.....................................(Fig 5)...... _.._:._.._:._.....--:---.. t�Oin.>7' _ Bolt Embedment-masonry.....-:...........::................._..(Fig 5).....:..-...r.........._........ _ ... Win._>15" Plate Washer...................................... w._. (Fig 5)...... - -.-..- ? Y."---..-..-•-----•----•----•- 3'x 3'x ' 3.1 FLOORS Floor•framing member spans checked ---__--------------_-_---(per 780 CMR Chapter 55)_...:.:.___.._...��-_-_--• Maximum Floor Oig'Dmsin ( g 6).. : ---. t<12'p --------- Full Height Wall Studs at Floor Openings less than Z from Exterior Wall(Fig 6),....................................... lvl a um.Floor Joist Setbacks Suppoi-Uhg Loadbearing.Walfs or Shearwall....=...:_:..*-fig 7)............._................................ . ft s d Maximum Cantilevered Floor Joists T Supporting Loadbearing Walls or Sheanvall................(Fig B).....:__..............................a.......:._.. ft sd FloorBracing at Endwaris....................................................(Fig 9)...._._ --- -... ... Floor Sheathing Type .::-------._...:.._...._..._....:.__ ...._....----.......(per 780 CMR•Chapter 55)__..: ^!� � --- kn . Floor Sheathing Thickness --... ..........................._._::-_-.(per 730 CWChapter 55 _.__"-_____-"_-.--. �/�t in. ni Floor Sheathing FasiEng_.......:................ '. (Table 2) 77 d nails at�in edge/'meld 4.1 WALLS. Wall Height: Laadbearing walls.-*....... ...... .._..- _.;•-... .:....-.....(Fig 10 and Table 5)............ - -- ft s 10' Non-Laadbearing waits,.�._:._............:.::.:......-__.......(Fig 10 and Table 5) _ Wa11 Stud Spacing :..,_.c..;_.,__.:......;.............................(Fig 10 and Table 5)_...... ... In.<24'D.C. Wall Story Offsets ' - = ............................ ..(Figs 7 8:8)----------.......... <. 4-2 EXTERIOR-WALLS' Wood Studs Laadbearing walls:...- .._...... _...._.. --......(Table 5-)............................-.2x'dC - �O ft_in. Non-Loadbearing-walls..........................................__.(Table 5)..................................2x�- ft in.. Gable End Wall Bracing Full Helght Endwall Studs..._...................._...................(Fig iD)...................... WSP•Attic Floor (Fig t 1)_._.._- ..................... $zyi[/3 'Gypsum Ceiring.Length(rf WSP not used)...........:...•...(Fig 11)..._.._.._..._.._._._.__..:_........... ft>_0.9W _ • and 2.x 4 Continuous[.aferal Brace @ 6 ft.o.c...(Fig 11)....:.........................._.......___............:.._ . or 1 x 3 celfing fusing strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft_spacing in end joist or truss bays Dorible Top Plate Sprice Length ..............................................—Fig 13 and Table 6) Splice Connection (no. of 16d common nails).............(Table 6)...... ............ ..:........-•.-_ .......... AF11C Guide to Wood Construction im ffigfr find areas: II D fftpfi.end Zorte T�✓Iassachlrsefts Checklistfor Compliance (78l?cl�Ilt�o.t.z.t.r)` L oadbeadng Wall ConnBCOons - Lateral(no.of 16d common nails)_-__--------_-_-___:......-(Tables 77........—..._................ ......._._._.._.. . f Nan-:Uadbearing Wall-Connections Lateral(no.of 16d common Waifs)_.._.____:...... ...-._..—.(Table B}._ _...__.._.._.._..................._........_.. Load Bearing Wall-Openings(record largest opening but check all openings for cDn1pfrance to Table 9) Header Spans __------------ -_--___---__ ..........Fable 9)..._._:......:.._._._...._.... ft h<11' Sill Plate Spans • ....:................................ 9)...........:.......... ._.::....._... Full Height Studs (no.of studs)---.._.---1_..._:._...:........:.(Table 9)......... ..... .._ Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans.............................:............._.................Fable 9)...........__._.........._.... ft_in.<1Z Sill Plate Spans..........................................._.:_...._..:.(Table ------- ft_in.5 12' Full Height Studs(no.ofstuds)..._........._.._._.._--.......(Table 9).._...._........................................ Exterior Wall Sheathing to Resist Up[i t and Shear Simultaneousfy4 Minimum Biiildng Dimension, W Nominal Height of Tallest Opening. F ErBr .Sheathing Type........_........._.____....._............(note 4)............................................. Edge Nail Spacing_.........._.....—__.__.......--(Table 10 or note 4 if less)._._......__._..._. ry in. Field Nail Spacing................._. -_-__ (T )..._..___........ ........(Tab le e 1D Shear Connection (no.of 16d common nails)(fable 10):......_................................... _ Percent Full-Height Sheathing..._...___:....:...(Table 1b).......__.7____-.........................._:__.. 5%Additional Sheathing for Watt with Opening>S Er(Design Concepts).................... . Maximum Building Dimension, L Nominal Height of Tallest Openin92............................................................. 5 ' SheathingType........................................(note 4)................................................ Edge Nail Spacing........................._....._.......gable 11 or note 4 ff less)__._.___._..._...._.... in. Feld Nail Spacing.....................................Fable 11)_____..______._:___.._.....__-:___.._._.�:.:._ fn Shear Connection(no.of 16d common nails)(Table 11_)...............................------__________-:__.._ Percent Full-Height Sheathing.......Y__._.......(Table 11)------------------•------__------:__.. _% 5%,4dditianal Sheathing for Wall with*Opening>6'8'(Design Concepts).........._.... ..' Wall Cladding Ratedfor Wind Speed?--•--........................-................-.......... ....._...........-...... .1 42QOFS Roof framing member spans checked?......_..._...._.....(For Rafters use AWC Span Tool,see B.BRS Website) Roof Overhang ---------------------------------------------------(Figure 19) .......6�'fl s smaller of 2'or Lr3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...........:-...................__..--•-_ Table 12)....... .....--U= plf Lateral............................................(Table 12)......_---------------- ............_........L= pff j 5hear.............................................(Table 12)............._____.___._......_.._...:___..5= Ridge Strap Connections;if.collar ties'not used per page 21... (Table 13).................. = pifi Gable Rake Ouflooker._,.:..........:...:...•:_....__._..____.(Figure 20)............. ft s smaller of 2'or L12 .' Truss or Rafter Connec6oris at Non-Loadbearing Walls Proprietary Connects s UpIdt_.............•--...........-- -..._..(fable 14)..........................-..........— U= lb. Lateral(no.of 16d Common nails) (Table 14).......................................L= . lb. Roof Sheathing Type......_...... 780.CMR Chapter 56 and 9)A1.."...... Roof Sheathing Thickness.................__.._.._-_--_.:...._:. .--•------. ..-•-_----•-----_.._._ n >_7f1 fi`4N5P of Roof Sheathing Fastening..............:i_:__..........._......_.(fable 2).........,.._..___._.:7G�-.......... �J �� es: This che>ddisf shall be met in its entirety, excluding the speiafis exception noted in 2, to comply with the requirements of 780 CMR-5301.2_1.1 Item 1. If the checklist is met in its entirety then the following metal slaps and hold downs era not raqufred per the WFCM 110 mph Guide: a. Steel Straps per Ffgun:5 h. 2b Gage Sfraps per Figure l I. c_ Upri t Straps per Figure 14 d_ All Straps per Figure 17' e_. Comer-Stud Hold Downs per Figure 1Ba and Figure 1Bb Exception:Opening heights of up io 8 fL shall be permitted when 5%is added to the percent ft-dl-hefght sheathing equirements sh6wh in Tables 10 and 11. the bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated 92-giade. Town of Barnstable ReLxWaiory Services aXuvsr"LE ; auas Thomas F. Geiler,Director �A i639. �0 lEn " Building Division. . Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us . Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section_ If Using A Builder as Owner of the subject property hereby authorize' �� _7/ �.�il(� to act on my behalf, in all matters relative to work authorized by this building permit a W /�- (Address of Job) Pool fences.'and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and.accepted. e Owner Signature of Applicant Print Name Print Name /,-70 ' ate Q:FORMS:OWNERPERNOSIONPOOLS 6/2012 ��SwE try, Town of-Barnstable Regulatory Services E 3ARNSUM2, Thomas F.Geiler,Director MAM �Al16►. 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 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 fomi/certification.for use in your community. Q:forms:homeexempt Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supen'isor License: CS-078189 JASON S HAYDEW- --- 5 GUNSTOCK DFi p IQNGSTON NH '03848 5;21 �� Expiration 12/13/2014 Commissioner (92.g'pa„v,wnwealCl a141wacluwefQ License or registration valid for individul use only before the expiration date. If found return to: Otfice of consumer Affairs&Business Regulation ME IMPROVEMENT CONTRACTOR Type: Office of Consumer Affairs and Business Regulation egistration: ;74188 10 Park Plaza-Suite 5170 Individual xpiration:=.10/201.5. Boston,MA 02116 t r- JASON S.HAYDEN'"; MUNN JASON HAYDEN 7? 'r J Vwig 5 GUNSTOCK DR. Nonature KINGSTON,NH 03848 Undersecretary J The Town of Barnstable BARE,MASS. p= Departmenty of Health Safety and Environmental Services 0 t639• �0 pfFDMA Building Division AJ 200 Main Street,Hyannis,MA 02601 i Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 10-5- A C- Permit Number 20 / 3 (D O 7 Owner 2 Builder One notice to remain on job site,one notice on file in Building Department. j The following items need correcting: 9� ��LD�I�s — ►3�z�-mil ,�c.o�-riJ� y oQ�rr-� �N�-s. �j� 1'�A,r,�,-�s� z�= i Please call: 508-862-4038 for re-inspection. Inspected by � �� c/ �Jo Date 11ro Assessor's Office Ost floor Ma 0 I Lot 0 64 K Permit# �f CoiiservationOffice Oth floor 9 Chen p Date Issued / Board of Health 3rd floor En inceri ng Dept. (3rd floor) House# /0 r IP fl Plq*y�y�pt. 0st floor/School Admin. Bldg.): NAM .. Definitive Plan Approved by Planning Board 19 SE STEM MUST BE Applications processed-8 30�9:3o a.m. & 1:00-2:00 .m. INSTALLED IN COMPLIANCE • �t WITH TITLE 5 ENVIRONMENTAL CODE AND TOWN OF BAMSTABLE' Building Permit Application Pro'ect Street Addres •d S �eCL'$�G�0 el� �D CCO G f�� /Utx'10 Village &L v/ 7 Fire District fAvncr 31i UCi' y/3'�l f-&0nA Address /6 5 C'e) Telephone cI T'?! Permit Rcauest: 1; AWYr,Dy P rvt I ///Ii'D (/.P�./,C Q('fGrP.�/✓li3' !u •,(��l�Lir ' Zoning District Flood Plain Water Protection Lot Size Grandfathered Zoning Board of ApMls Authorization Recorded Current Use Proposed Use Construction Type �Famil Existing Information Dwelling Type: Si Two family Multi-family Age of structure �6 %P,ly�S Basement type F&- L—&-0�4' Historic House Finished Old King's Highway Unfinished Number of Baths No. of Bedrooms Total Room Count(not including baths) 6 First Floor 5✓ Heat Type and Fuel 0/-a S //o 71 4»Z Central Air Fireplaces / Garage: Detached w 1.T�,&e r-e 6.a4' Other Detached Structures: Pool Attached Barn ' None Sheds Other Builder Information Name %�®rvci('�� vw�S� �/ Telephone number 2 F-7 Z 3 Address y 7� � ��a,. zl t/,-2 1,47 Z yw 7' License# 0-,�r/O � 0 Home Improvement Contractor# /0 ;F 7 Worker's Compensation # NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. --�� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Td iAv 5 712 Sle Za td I Proiect Cost Gl� 0,9 lJ Fee SIGNATURE / /�/��' �� DATE Fee BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) i BPERM T J FOR OFFICE USE ONLY `r 5/11/95- �'- 019.046 a ADDRESS 105 Cedarwood Road VILLAGE Cotuit Jim Van Blarcom " OWNER DATE OF INSPECTION: r FOUNDATION V �� FRAME INSULATION } r r y FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ` r FINAL BUILDING: DATE CLOSED OUT: ASSOCIATE PLAN NO. : ""'E r 1 a 1 h • RkPIMPROVEMBIT 011TRWOR " EapI c t,I v%B%25! �> e MOMa dCaapbell y' O alepboil " 9�p toan` it %Q0'8o 1 �M,rnstati�R �Nq'02!IS e v;�t�'�. - e4 ` v� �"'.o.. �y'a�-r...,...�,,,.. - ,zee �..3ri.3�• COMMONWEALTH DEPARTMENT OF PUBLIC S OF AFETY - ONEASHB �L• MASSACHUSETYS ORTON PLACE BOSTON,MA 02108 r4•-'.t p,+Y.ii'>1.,• `Se�`�I•a.. �.Pr("y` '?�}t3ie rY �' 'l 1TjEXPIFiT NDATE - - 10/28/1996CAUTION 'CONSTR. SUPERVISOR RESTRICTIONS EFFECTIVE DATE LIC-NO' FOR PROTECTION AGAINST `,_THEFT, PUT-RIGHT TNi 08/!s/ 9S3 . 06i060 a.L PRINT IN 't+ r+rrnOP RIA I E BOX ON LICENSE.- p*�� I DONALD B CAMPBELL a I , , 671r•�MAIN `.t `y LASTING OPERATORS ST POBX< 13 = PHOTO�Lp5T1NG OPR ONL �•- 71r �� .�4 •,MUS_ T INCLUDE PHOTO �' } » FEE: " COTUIT MA 02635 I { NOT VALID UNTIL SIGNED BV LICENSEE AND OFFICIALLY `t •� rh b f�f HEIGHT: . STAMPED-OR-SIGNATURE Of THE COMMISSIONER - s�% ';•....,�,roAo • THIS DOCUMENT MUST BE }.Cj,, y�- i CARRIEOON THE R' `�•-_• '�PE SONOF « SIGN THE HOLDER WHEN EN-' S RE OF LICENSEES NAME IN FULL ABOVE SIGNATURE LINE OTHERS-RIGHT THUMB PRINT GAGEOIN THISOCCUPATION. 1 11:02'9a 17:02 '$817.727 7122 DEPT IND ACCID f ^ - /-: l�OIiZlYLOI2.LUOattlL o� J/Gla�.Jachu�etb N: _ .� .— �UaPa�tnzeal 0�_9,�du�t�i��cc 600 W.I.Y10A S&i t James J.Campbell &bn, V4"=kAU& 02f f f Commissioner Workers.'.Compensation 'lfiSarance Affidavit . 11 ( ) with a principal place of business at: do hereby certify under the pains and penalties of perjury, than () [ am an employer providing workers' compensation coverage for my employees working c this Job. Insurance Company Policy Number I am a sole proprietor and have no one working for me in any capacity. () I am a sole proprietor, general contractor or homeowner (drde one) and have [tired the contractors listed below who have the following workers' compensation porcies: Contractor Insurance Company/Policy Numbei Contractor Insurance Company/Policy Numbe: Contractor Insurance Company/Policy Numbe: O I am a holneo caner performing all the work myself. I uncerstzac t a Z co;y o:rs s_;eTent will be forv:zrced to ti:e Office of Invesdrdons of d;e DTA for co%Trage verificz.ion and that fa3ure tc u cc�e-aje zs ree:i:ed under Soc_on 2:A of MGL 152 can lead to L.� Imposition of criminal penalties consisdne of a fine of up to S 1,500.00 arc/ yeas' imrrL(cn--.ent;a well as civil penaities in the forr.:cf a STOP WORK ORDER and a fine of S 100.00 a day against me. Signed this 5✓ day of 19 fS' Licensee/Permittee Building Department Licensing Board Selectmens Office Health Department '7 7 Y3 TO VERIFY COVERACE INFORMATION CALL: 61 7-727-4900 X403, 404, -SOS, 409, 575 The Town of Barnstable '""9 1639. Department of Health Safety and Environmental Services �e ++u�' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 mph Crossen FnY- 504-775-37" p J:7ri:nr I`r.,f...`cc. For office use oriv Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PEnW APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,hair,modernization,conversion, improvement, removal, demolition, or construction of an addition to any pm-existing owner occupied building containing at least one but not more than four dwelling units or"to s 11 a-I tres which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirmactits- T)pe of Work:Z i lel eve w Dzch, f��' w Dinar' Est..Cost y G U U Address of Work:_ Owner Name: S r f/akr//�(�rl.//yv\ Date of Permit Application: I herein•cenifv that: Registration is not required for the following rcason(s): Work excluded by law Job under$1,000 Building not owaer-occupied Owner pulling own permit Noticc is hercbN.given OWNERS PULLING THEIR.OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICAELE HO,\IE MMROVEN ENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION FROG:..=.'%j OR GUARANgY FUND UNDER b4GL c. 142A SIGtiED UDDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: :a y ,,V /-, F 7 Date Contractor name Registration No. OR Datc Owner's name er 16,5 a o o11zabef.f 00 � w 1�j ol 166 �- 058 .a �iLIfIS RDo� ,o moo ; N7 4 127'4 4 N7go�9, I MAI J_ I ! r ► �c,6 i to Vv I � l I 16 o. C. I I - ,--. I ', i I � I I 1 I •i' i � I � M — — --- - ---__——. — s_ __. ___-- -- pt � o� —i + � I to- - ---— + -.I .__�_ - -_ _ _ . ._� . - �J;4 I � � I I ► ► i t I I I I I I I 6 (F t . • d r /740 r° Assessor's office(1st Floor): Assessor's map and lot number ' -'' 6 `'! c�Twc 1•0 Conservation Boarde. � Health(3rd f or): �� ` tiaaxsr�t Sewage.Permit number Q/� /A I C0 Engineering Department(3rd floor+ �c•9 e. �//® o �� House number Al Definitive Plan Approved by Planning Board �/ 19CP APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only Ti y�A 4 ®Z�AID TOWN OF BARNSTABLE BUILDING ' INSPECTOR APPLICATION FOR PERMIT TO V/ -,Z>,IAII t)X- 4 L.(f00<- A>D >1770A-2 TYPE OF CONSTRUCTION 11: 12,4 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location / 0.5� 6162:>,462-C-0&1:0 /217 , Tz-/7— Proposed Use Zoning District Fire District C07Z'/ 7-- Name of Owner Address Name of Builder Address Sn Name of Architect Address �{'B/6� /G � Number of Rooms Foundation o Cif Exterior- Roofing Roofing ��05/�C�X Floors �A2®�L©��e'� CJ.c/p�/�L�4 Y Interior -e Heating/ XIAL. Plumbing �O Fireplace /`--O'l 5 Approximate Cost 3d-m Area '¢ D� Diagram of Lot and Building with Dimensions Fee ' ✓_ OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction-Supervisor's License P-,o" VAN BLARCOM, JAMES P. JR. f� No 34983 Permit For BUILD ADDITION Single Family Dwelling Location 105 Cedarwood Road Cotuit Owner James P. Van Blarcom, Jr. Type of Construction Frame 'Plot Lot Permit Granted April 22 , 19 92 ` Date of Inspection 19 Date Completed 19 w: HOME OWNER'S EXEMPTION The ..code states that: "Any Home Owner 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 Home Owner engages a person(s) for hirb't'o do such work, that such Home Owner shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for Licensing Construction Supervisors, Section 2 . 15) . This lack of awareness often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the unlicensed person as it would with:, licensed supervisor. The Home Owner acting as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/her responsibilities, many communities require, as part of the permit application, that the Home Owner 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 to amend and adopt such a form/certification for use in your community. i' i TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please .print. 5. DATE �2/c— . Z/, /Fq 2—_ JOB: LOCATION ! Number Street Address Section Of Town "HOMEOWNER" �� ' �7�.5 �G�/LC ,� -¢L Name Home Phone Work Phone PRESENT 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 such homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. F DEFINITION OF HOMEOWNER: Persons) 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 to six family dwelling, attached or detached structures accessory to such use and/or farm period struictushall not. ebe�consideredn who taucts more thaneone��home in a two-year iwner". shall submit to the Building Official .on a formomeowner acceptableStohtheome Building Official, that he/she shall be responsible for all h ,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, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35,000 cubic feet; or larger, -will required to comply with State Building Code Section 1270, Construct' Control, ion HISC5 iJs / 'w L i �O 166164 LDS S 111 p 1 �oFg�tr ti Town of Barnstable a d0 (-1�6 *Permit# p, Erpires 6 monrlrs jron h'sue dare ,. p Regulatory Services Fe g q XASS. I E, � �, A10�. G 7 2olQ •�I Thomas F. Geiler, Director 0P Building Division Rtv�T,4,$L�-om Perry, CBO, Building Commissioner - 200 Main Street, Hyannis, MA 02601 I" www,town.barnstable.ma.us Off-ice: 508-862-403 8 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Ya!!r/rvlr/tort!Red X--Press Imprint Map/parcel Number Property Address "vWir� residential ` D Value of Work Minimum fee of$35.00 for work under$6000.00 Owner's Name & Address Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: �❑-, I am a sole proprietor f�1 am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp. Policy#! Copy of Insurance Compliance Certificate must accompany etch permit. Permit Request(check box) ❑ Re-roof(hurricane nailed) (stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) D Ke-side ❑ Replacement Windows/doors/sliders. U-Value #of doors (maximum .35)# of windows *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 & Construction Supervisors License is SIGNATURE: Q:IWPFILMF0RMSlbuildi permit forms\EXPRESS.doc Revised 072)10 The Corrrnrorrlvealtlr of Massachusetts - Department oflndustrial Accidents �--- Office ofIrrvestigalions ' 600 Washington Street Bvstorl, eV4 02111 fvlm rnass govldia Mrarkers' Compensation Insurance Affidavit: Builders/Conti-actai-s/Electlic ans/Pl:umbers Applicant Information / Please Pint Le 'blti• Name (Businesv'Orgauizationrindividuai): Address: City/State/Zip: /'r�� '/�/vJ m// S r(1-'11one #: G FAre.you an employer? Check the appropriate boa:: Type of project(required): 1_❑ I am a employer mith 4. ❑ I am a general contractor and I employees(full and/or pate=time). * have hired the sub-contractors 6. ❑.New construction 2,❑ I am a sole proprie#or orpartnef- listed on the attached sheet. 7. ❑Remodeling ship.and have no employees These sub-contractors have g_ ❑.Demolition working :for me in any capacity_ employees and have.workers' 9. ❑.Buildin insurance..1 g addition comp. [No workers' comp.insurance clu.ired.] 5. ❑ We are.a corporation.and its 10.❑Electrical repairs or additions 3.�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.E]Roof repairs ins.urarnce required.]j c- 152, §1{4),and.vve have no employees.'[No workers' 11❑ Other comp.Msurance required.] •Any applicaut thst cbr_ckks box#1.must also fill out the section below showing their workers'compensation policy information_ Y Homeowners wbo submit this.afhdzvit in&cating:they are doing all mork and then hire outside contractors must submit a new affidavit indicating smdL lC'ontractors that check this boor muA attached an additional sheet showing the name of the sub-contractors and stare wbether or not*those entities have employees. Iftbe sub-contsactors1ave employees,th;ey.mrust provide their workers'comp,policy number. I ant an elnplay-er tliat is provrdirrg rtrorke.n'conrpeltsalion ilrsmi,ance for itty etrrpLgy=ees. BeZow is tltte policy and job site ill forty!atiolt. Insurance Company Name: Policy#or Self--ins.Lc.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 2.5A 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'�VORK°ORDER and a Pure 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 D.IA for insurance coverage verification. I do hereby certify .I er lts andpenalties of perjury Mat the ii.formation prmdded .boire " true and correct Si mature: Date: Phone#: Qffi-cial use only. Do not write in this area,to be completed by cW or town ofciaL City-or Torn: Permit/License# Issuing Authority(circle one): L6,0tlier ard of Health 2.Building Department 3. City/Town Clerk 4,Electrical Inspector 5.Plumbing Inspector ct Person: Phone#: 6 OF IME rosy • HARNSrAsc.E, Town of Barnstable �bJ9. �� plFU�y p Regulatory Services Thomas F. Ceiler, 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 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date COwner is applying for pe it, please complete the Homeowners License Exemption Form on the QAW FILESTORMSIbuilding permit forms EXPRESS.doc Revised 072110 I P�0fHE Town of Barnstable ' Regulatory Services IRAj�STA $`� Thomas F. Geiler, Director 4'pral,19tA Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.ba rnsta ble.ma.us Office: 518-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 19 JOB LOCATI(DN: "numbeIr street village "HOMEOWNER" Z'_ me home phone N work hone N CURRENT MAILNG ADDRESS: Z1 4)2��U Lim " i p 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 and si ed` eowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection pro ce r a ements and that he/she will comply with said procedures and requirements. Sig re of H cown.er 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 ofconstruction 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 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 ofa Supervisor. On the last page of this issue is a form currently used by several towns. You may care I amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 072110 COdE -J r? ,v v� rr_c a�y, Trz .ram 1 A q K is- • - - - �' - - - � - ...�,,..�--""sue' �'� /J/-J. .�: 1-4 ?C die 161F--W-0 sc,Q,c VA C o 4�A 046'?S jA A ISy;J. rip 1rvS�p SNE a7yxw :.Assessor's office.(1st floor) l t q A,ssessorts map.and lot number . . ....... ....v.Y.� V`A4— . Q� ` r Boarof Health Ord floor): r. _ t C U ` Sewage Permit number .....Ca...: ..A.-V G... .::............. L BAgeSTABLE• S Engineering Department (3rd, floor): r a d �. .' O t639. \0� O House number ,o, Definitive Plan Approved by Planning Board _______________________ ___=19-------- . APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN `OF .BARNSTABLE ; BUILDING INSPECTOR D I7704) "1Z5 APPLICATION FOR PERMIT TO ..... .........�................. J....................................................................................... TYPE OF CONSTRUCTION L SS G�/T'� f-�i �it/LF- �id L L— .................. `(U G=.... r...19...,�:Cf", TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........... ................................. i.......:..... .............................................. . ... �Proposed Use ......................................................c.......................................................................,� Zoning District A .r . ................................................................ Name of Owner ...---�!¢.M s v NAFI—A a�,.�! ddress �0 ..C��10 W0 epTU1T, �.q .... ............................. . ... ----- .. �OU2L.4 St.`.VS°L�e�S�b'i✓ �'�51lJJ�C?S /�9�L tS Name of�Builder ... ,1?f.�S �. !�./.i,cs.<...�' �t!.T. /2 .Address l•CJ/Al2?i!'/LL SCE...../`'/........................ Name of Architect ........../vds ............................................Address ....... i Number of Rooms U✓ L......................................Foundation ...r�YrdT/!�.......`."....P.t/C/Z ... . .E...... rs� Exierior � SS ¢-S/YlA> L� �� r . ALr l / L.Roofing ...... �L �ss: L�i�1 /2 �lc ...................................... .................................................... 1;1 Floors %/Lf:f7..1.��/ �'... /t'/G/?c l7 SC.�1�3......Interior ......G^L.ASS................Oc71� l ` Heating g •N: .. .._ Fireplace ................................,.............................................Approximate Cost ........�� . Area ... �9.6- . ........ • ... d'U Diagram .•of.'Lot and Building with Dimensions Fee .......................... } a•,�. i OCCUPANCY PERMITS REQUIRED FOR 1NEW DWELLINGS i I hereby agree to conform to all, the Rules and Regulations of the Town of Barnstable regarding the above construction. .I Construction Supervisor's License /� VW F-- VANBLARCOM, JAMES P. JR. A=019-046 ,;r3 2 2 0 6 N �;Ao ........... Permit for ...:�PP.TT.I.ON............ Single Family..Dwelling._....... ..............I..................... 9 105 Cedarwood Road Location ... .................................... ...................... Cotuit ................................................................. Owner' .....James P. VanBlarcom .................................................. Type of Construction .......Frame ................................... ................................. ............................................. Plot ............ ............... Lot ................................ Permit Granted ...... ..........19 88 Date of Inspection ....................................19 Date Completed ... .............................19 ' SEFIMC SYSTEM MUST ®E Assessor's office (1st floor): �� Asse is map and lot number ... ...O.c..q............ ,, .. :" Board of Health (3rd floor): fO + Sewage.-Permit number rx.....V... /.T....MY. .. ....... ....... -" "i,. id V'h. .. •.:'r i •��' � Z BAHd4TSDLE, Engineering Department (3rd floor): d '")"N i�WULATION i 'oo N & House number, } �0 Definitive Plan Approved by Planning Board ________________________________19________ . APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN - tOF BARNSTABLE BUILDING -INSPECTOR A D 1TTaA) � 4X/s7c.� A2,, /ID�(JC APPLICATION. FOR PERMIT TO ..... �1. ......... ....................................................................................... TYPEOF CONSTRUCTION ............. ....................................................................................................................... ...................1�L.G .1-T....�6...19.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: / Tu�T /�i� Location .......................................................................... D...................................i.................:.......................................... Proposed Use .............../�lrG� �/d ,tiJJG� �l tJ�LL/!V.........- h� .............................................. ............... ....................... Zoning District ......:.................... .........Fire District .......(fo�/ T— / .................................. .. ........................................................... Name of Owner ...�!4 ML'S (/!.`.!v 4.Fz_ J �d!yj..&dress /5.....�....�4/Z G✓PD� /!D eO77>/T/ i4 .............. ................................................ .... Name of Builder ... / Address . ,,�� // , Name of Architect ........../vf�!!/ ......................................Address ....................................................................... Number of Rooms .............. .�..!U�......................................Foundation d.C� c!.....AoT7A.16 ¢C'©.r/C2ET rLOcs� Exterior .... Roofing ...........L...4_s'S... ,Gf�.c*,/.. /�iel�/•>�........... Floors .......//GZJ�....ofl ! .. D.(/C/? /mac SC A//......Interior .....GLA SS...... ..GtJ00/�../�/2A.L/� .............................. Heating ............ ... L�}/.................................................Plumbing ............................. Fireplace ................ .....................................•.........................Approximate Cost ..........2 • � Area ...��..../.................... Diagram of Lot and Building with Dimensions g 9 Fee ...�Q/..�.......................... a OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Construction Supervisor's License A&W................... VANBLARCOM, JAMES P. JR. Nb, Permit for ...APP I.T.I.O.N............ Singjp...Tj�kTi ly...Dwelling,,,,..,,. .............. ..... Location ...1.0.5...C.e.d.a.rw.00.d...RoAd............... Cotuit ............................................................................... Owner ....Jame.s...P.......VAnC.lar��o-m.,.... ..... .... .. .. .. .. .... .... .. Type of Construction Frame .......................................... .................... ................. ....................................... Plot ............................. Lot ................................. Permit Granted ......`august 26.,.........19 88 ........................ .. Dqte-of Inspection ....................................19 Date Completed .......... ..............19 vi TOWN Of' 13AIZNSTABLL . :BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. . _ . . . DATE ' JOB.LOCATION er Street a r TZU/T•.- " �2 ess"HOME ection o • town *' OWNER" �� s �,� ame �7 2�pr7 �on Z• ome N ;r.it:: PRESENT MAILING ADDRESS �j �r�rPone : 3 : - 'ItY town ��tat e ' The current exemption for "homeowners" was P co a + dweIlings. of'six. units or ess 'an to allowextended to include owner oecupi�d,. t'r ivi ua for hire. who does not posses such homeowners to enga e. an a ' acts as supervisor, s a license, provided that the owner' (State Building Code Section :DEFINITION OF HOMEOWNER: �- � Person(S-) who owns a parcel of land on svf Y _ • aside, on .which there is Which he/she resides or intend, to re_ 1: ',attached or detached stru�tureslaccesdsorto be A person who constructs more than one home in a one to six family dwell.i.no, . y to such use and/or farm structures. considered a homeowner. Such "homeowner a two-year on a.. form- acceptable'to the Buildin Period shall not be " shall submit to .the Building Officie? , for all such work performed under the0buildal , that he/she shall be res ons ' .the undersigned " 9 Permit. ection p ib,_ Building g homeowner" assumes responsibility for compliance 9 Code and other applicable codes by-laws, rules and regulations. he Stag The undersigned "homeowner" Barnstable Buildin certifies that he/she understands the Town of 'and that he/she willlPcompint.`minimum inspection procedures and requirements comply with said procedures and requirements:,. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note: � Three family dwellings 35,000 cubic feet,' or P Y with State Building Code Section 127 0 larger ConstructionlConbtrolquired HOME -OWNER •S EXEMPTION The Code state that : Permit Any Home Owner• performing work for which ' (section lt09r�Q�Ired shall be a building .; Licensingexempt from the provlsl.ons of .this sectlon Home Owner engages a °f ConstruCtlon Supervisors) ;shall Person(s) for here to do such... work provlded• that If a. . act as supervisor . ° that such, Home Owner. Many Home Owners who use this exemption are the responsibilities for Llcensln of a supervisor unaware that they are assumi'ng.'' often ce g Construction Su (see Appendix p, Rules and Regulat.lo,ns., Salts Ih pervisors, Section 2.1.5) ;, . This lack of awaren.ess ,: ' unlicensed serious;problems, Persons. particularly when the Home unlicensed In, this case. Owner:," fit;res` " ' person as It would with our Board' cannot proceed agalnst.•:the, : .as. sUPervlsor IS licensed Supervisor.. - Ultimately responsible. The Home' Owner act.ing:• To ensure that the Home Owner is COMMUnities r fully aware of his/ res cartlf equire, 'as part. of the ; Y that he/she permit application, pops lbl,Iltles; 'many; ;, last•page Of .thls I understands the responsibilities that - the Home care to ssue' is of a supery Isor . Qwner p, amend and a form currently used -by severs I On ''t.6e,'; adopt Such a form/certification for towns. • You� ..May .. Use I n Your cornMUn I t y d: �� RAF, � i _ ,�:�? .✓A_,v 8�-.e-2:co�'!� ��2 _ _ l i,o s' C�,��►2tvDo� D_ - ( v_C p - - - ol r, �isnNG-•-�e,r _ S. <LL Z: �U ' Assessor's map and lot number .........R.....0)% � DY: F .•�•.. .. . � THE SYSTEM '� 1 cl' C MUST EE Sewage Permit number ...................... .. � d� �+► WITH TITLE DAUSTAU House number r, ®819BIIfE S �°0 b 9 t .......................................................�................ IdTAL CODE A�:® ' TOWN OF BA11 ��T� BUILDING , -INSPECTOR 4 r APPLICATION. FOR PERMIT TO .:.......Add.A.Q...e.X.LFA1Pz...awellkgz.....:............................................. TYPE OF CONSTRUCTION .................:...W.R 0 d...-frw e..............................................:....................................... .P �:.........I ga?... TO THE INSPECTOR OF BUILDINGS: r The undersigned hereby applies for a permit according to the following information: Location ..... ......Ce.s ax:wu.a..RQ.ad.....G.Q.tgit.................................................. .................................................... Proposed Use ....D.drnerm.A...B.athX Q.Qm.................................. .................................................................................... Zoning District ........................................................................Fire District .rrQ.te417. .......................................................:..... Name of Owner ....JK;:R..Address ........10...ri-ed,9,XT%Q.Q-d APAd... otuit..... a.• Name of Builder' .Crhar.le.5....Ee.I.aMb3-tin:...................Address 17.2.6... .Q.W1Q.Yffl... ... . ........... Nameof Architect ........NXIe................................................Address .......NIA...... ..................................................... Number of Rooms ... .......................................Foundation >i Exterior ..........Cadar..S.h riglas.......................................Roofing .......AS.j?k al:J ..Shy.ngl.eS................................... Floors ........Carpe.t...............................................................Interior ..Drywall Heating ...fta M...air r.extention of existir> ,tubing Sh.Q1NaX,:.. .av:;.... 9�.],e. ................:............... .... ..... ..... Fireplace ..............1kne.........................................................Approximate Cost ........................................ Definitive Plan Approved by Planning Board ---------------—_---------19_______. Area ........... Diagram of Lot and Building with Dimensions Fee5A}t OQ ............................................. SUBJECT TO, APPROVAL OF BOARD OF HEALTH C C D A I'� V00D ROAD 40 ; - '� L OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulatio 'of the Town of Barnstable regarding the; ove construction. Name ....� ... lT. ...< ?LZ.. VanBlarcom Jr. , James No .................31243 Permit for .............d....to... ..single ... ........ family dwelling ............................................................................... 105 Cedarwood Road Location ................................................................ Cotuit ............................................................................... Owner .............James...P......V.anB.1.a,rcom,,...Jr... ........ . .. . ...... . . ........ . • Type of Construction .............frame....................... G ............................................................................... Plot ............................ Lot ................................. U C) 0 Permit Granted ........atptggjter...2.9......ig 87 Date of-lnspection//�-?.A,4..................19 Date Completed ............ ...................19 a, 0 Assessor's map and lot number .... THE Sewage Permit number ...... . .. .................... ............................... • BARNSTABL house number ....................................................................... 0 & 1 s6 9' 16. TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .......... .............. ................................................... TYPE OF CONSTRUCTION ............................. ........................................................................................ ......... .............................. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........ ......... .......................................................................................................... Proposed Use ................................................................................................I......................... ......... ZoningDistrict ........................................................................Fire District ............................................................. Name of Owner ............-.,...Address .......... ....... ................................ Nameof Builder' ....................Address ........... ................................................................. Nameof Architect .......... .....................................................Address ...........11L ................................................................ Numberof Rooms ............. .......................................Foundation ................................................. Exterior .......... ............... .... .............................................Roofing ............................... ...................................................... Floors ...........-.Zl.............................................................................Interior .................................................................... Heating .... .. .........IC...'.... ........ . . . .... .. .... ....... ............... Fireplace ...................(`........................0........................................Approximate Cost ................................................. Definitive Plan Approved by Planning Board ---------------—----------- Area .................. ......... Diagram of Lot and Building with Dimensions Fee ........................................... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ZZ Name ................. ......... . ............................... VanBlarcom, 'James P. Jr. A=019-046 3L43 add to single No Permit for ...... family..dwelling.................................. ......................... ............. Location ............105 Cedarwood Road .................................................... Cotuit ............................................................................... Owner ..............James P.....Van.Blar.c.o.m.,....J.r.. ........... .. . ...... ........ . . .. Jr; Type of Construction ..........frame........ ........... .............. ............................................................................... Plot ............................ Lot................................. Permit Granted .....S,ftptgxnttpr...Z9..;.......19 87 Date of Inspection ....................................19 Date Completed ......................................19 Add 0 0/99 i °FEE r Town of Barnstable Regulatory Services BARNSTABLe Thomas F.Geiler,Director 101F1639. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 December 31, 2012 J Scott & Amy R Barrie 5 Granville Rd. Lincoln, Ma. 01773 RE: 105 Cedarwood Rd., Cotuit Map: 019 Parcel: 046 Dear Property Owners: Please find enclosed a copy of a letter sent to Jason Hayden regarding permit application number 201207525. Please do not hesitate to call with any questions. Respectfully, r L" L'auzon Local Inspector jeffrey.lauzon@town.bamstable.ma.us (508) 862-4034 r °fE Town of Barnstable Regulatory Services ` BARNSTABLF. Thomas F.Geiler,Director CFO 39. 6. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 December 31, 2012 Jason Hayden 5 Gunstock Dr. Kingston,NH 03848 RE: 105 Cedarwood Rd., Cotuit Map: 019 Parcel: 046 Dear Mr. Hayden: This letter is in response to application number 20'1207525 submitted to do work at the above referenced address. Unfortunately, the application can not be approved at this time because of the following reasons: 1) Construction documents submitted are incomplete (a valid plot plan is required). 2) The construction documents submitted propose a room not compliant with 780 CMR(all habitable rooms must be a minimum of seven feet in any horizontal dimension). 3) A valid home improvement registration has not been provided. Respectfully, I �au Local Inspector j effrey.lauzongtown.barnstable.ma.us (508) 862-4034 cc: J Scott& Amy R Barrie �7�Of SHE 1p�� o Town of Barnstable Regulatory Services 9&ARNFrABLF � Thomas F. Geiler,Director i639 �� Argo tw+�a Building Division Tom Perry, CBO, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 BuildinIZ Permit Procedure for Residential Addition Or Remodel Or Dock ❑ Determine map and parcel number and enter it on application. ❑ Historic District Commission, 200 Main Street,approval required prior to construction/demolition for any properties located in a Historic District: • Old Kings Highway Historic District(north of the Mid Cape Highway) • Hyannis Main Street Waterfront Historic District(See map for boundaries) • Historic Preservation (if applicable ❑ If ZBA relief(Special Permit or V i equire o . ❑Copy of ZBA decision ❑Documentation pro i.g that decision.was recorded,al-the_Regi.stry f_pee /in one year of ZBA decision da r.. Approvals fr e following departments are required and can be obtained at 200 in-St.: ❑Healt artment` (8:00—9:30 AM & 3:30—4:30 PM {as of March 2 d,20d'S.} ❑Co sery lion Department (8:00—9:30 AM& 3:30=4:30 PM) / ❑ x.Coll ctor {can be obtained from Building Department} ❑ reasure {can be obtained from Building Department} ❑ Pe it must c in complete owner information, full description oject, correct square foot e of project, v of ro'ect buildi ssessor's Office, complete builders ' ormation, including signature and date-of application. .❑ 5 sets of reduce a'tlouse_p:p s measuring 11"-x 17",scaled 1/4"= 1' & fully dimensionalized are required. Plans must include a foundation, cross section, framing schedule, insulation detail & floor plan showing location of smoke detectors (located with a Red `9'.) ****** IF USING ENGINEERED LUMBER AND/OR STRUCTURAL STEEL,ENGINEERING DATA MUST BE PROVIDED****** ❑ Plot plan or mortgage survey required for any addition. ❑ Workers Compensation Insurance Affidavit form must be submitted for any workers hired. In the event the homeowner takes out the permit, subcontractors hired must supply this. Copy of Insurance Compliance Certificate must be on file. HMass Compliance Checklist 1--lConstruction Supervisors License&Home Improvement Contractor's License OR ❑ Homeowner License Exemption Form must be submitted if homeowner is acting as general contractor or builder for the project. ❑ Property owner must sign Property Owner Letter of Permission. ❑'. A NON-REFUNDABLE Application Fee must be paid upon receipt of application number. All checks should be made out to the Town of Barnstable ❑ CHIMNEYS: Need Home Improvement License, no plot plan required e P'xivt".S-t�1�`i L��l��i:1rGCU-I.�r,str�:.t�•.;�uper-Lieerse-A�1-Y-�H;,:--te-I,.r�--rcv�.�rr�L-ic��se—"`J►H�iL:� CANNOT PULL OWN PERMIT. ❑ Projects requiring the use of a crane must complete the forms issued by the Aeronautics Commission Q:fo rm s/b 1 d g p erm i t/R_a d d a 1 t 070610 1.&IJ I Z i PERMIYFQARNSTABEE PAYMENT RECEIPT 'TOWN BUILD GIDEPARTMENT z 200 M N-STREET HYANN "NA 02601 DATE: t05/12 TIME: 5:54 r ------- ^---------TOTALS----------------- PERMIT $ PAID + 50.00 AMT/ENDERED: 50.00 AMT APPLIED: 50.00 CHANGE: .00 APPLICATION NUMBER: 201207525 PAYMENT METH: CASH PAYMENT REF: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map d1 0+(.a Parcel Application 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 Village Owner AMY Address Telephone 7�1 ' �� j G ^t\�Y ^ gV66 9 G Permit Request 1Gt� 1 ' Square feet: 1 st floor: existing(006O proposed 122- 2nd floor: existing lk proposed Total new 2� Zoning District Flood Plain ,,��Gr1oundwater Overlay Project Valuation s Construction Type hw_rhel v Lot Size MO—± � Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 4-7Y7 ` Historic House: ❑Yes 0'No On Old King's Highway: ❑Yes ❑/No Basement Type: &'Full 52rCrawl ❑Walkout ❑ Other r Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) 7l0'� I Number of Baths: Full: existing new �6W] Half: existing new Number of Bedrooms: 3 existing 0 new I 5 Total Room Count (not including baths): existing �o new First Floor Room Count Heat Type and Fuel: &Gas ❑Oil ❑ Electric ❑ Other (;entr YA. ir: dyes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes U No A' '` C7 D'etach ,d garage: Lrexisting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0 new size, 7F _.� (= Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Cz? " C F Zoning Board of Appeals Authorization .❑ Appeal # Recorded ❑ r Commercial ❑Yes dNo If yes, site plan review # can Current Use �� Proposed Use v n, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address �I y�� License # 70 Home Improvement Contractor# Worker's Compensation # I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO VNN SIGNATURE DATE I�� `3 FOR OFFICIAL USE ONLY APPLICATION# ' DATE ISSUED ` MAP/PARCEL NO. „ wy or ADDRESS VILLAGE ' r y OWNER DATE OF INSPECTION: FOUNDATION t~ r FRAME _ 1. •_ INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL` PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL Kf ' FINAL BUILDING ' DATE CLOSED OUT " ASSOCIATION PLAN NO. J • t l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map01,--z 0+(,el- Parcel tG ''? Application 4C, Health Division nn Date Issued Conservation Division M�'� -_ ' '. Application Fee S-t� Planning Dept. ` Permit Fee i Date Definitive Plan Approved by Planning Board i Historic - OKH Preservation / Hyannis Project Street Address Village vI Owner �� A►AY ��NRr— Address q Telephone 761 I 10 { AlAY tO( et 7-'19G.:�r e— Permit Request �f 1G� `F�:►y �iTl �� I� ►' . Square feet: 1 st floor: existing I COS proposed 22 2nd floor: existing proposed Total new__�L 2� ,Zoning District Flood Plain Groundwater Overlay -Project Valuation s Construction Type �PPJThe2o Lot Size �114��- ice/ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family (# units) Age of Existing Structure f Historic House: ❑Yes O'No On Old King's Highway: ❑Yes ZrNo Basement Type: @/F ull O(Crawl ❑Walkout ❑ Other" Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing �" new J Half: existing new dN Number of Bedrooms: existing 0 new t r Total Room Count (not including baths): existing new First Floor Room Count S Heat Type and Fuel: d Gas ❑ Oil ❑ Electric ❑ Other Central Air: RfYes ❑ No Fireplaces: Existing ( New Existing wood/coal stove: ❑Yes O/No b°etached garage: Ef existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ neW sizes, Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: X Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes dNo If yes, site plan review# Current Use C' Proposed Use a x x APPLICANT INFORMATION - •r } 4 (BUILDER OR HOMEOWNER) 'A Name I/�'C�� Telephone Number Address `U�� License # 792 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO TANnt .1�7�� a ON SIGNATURE DATE �� FOR OFFICIAL USE ONLY 2; APPLICATION# _ DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION F FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT _ ASSOCIATION PLAN NO. r The Commonwealth of Massachusetts Department of Industrial Accidents . Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensati6n Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bI NalIle(Business/Oro ni�tion/Individual): Vl_�Qrl �1 ` Address:. lJ City/State/Zip: hone#: 1 Q FEl you an employer?Check a appropriate box: Type of project(required); I am a employer with 4. ❑ I am ageneral contractor and I /employees(full and/or part-time).* have hired the subcontractors- 6. ❑New construction I am a sole proprietor or partner- listed on the attached sheet 7. remodeling shipand have no employeesy These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' (�Buil [No workers' comp. insurance comp.insurance.$ 9. ding addition required.] 5. ❑ We are a corporation and its 10. lectrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12 [B'Toof repairs insurance required.]t. c. 152, §1(4), and we have no P 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 are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees.. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00'and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up.to$250.00 a day 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 cer fy and Tat#penalties ofperjury that the information provided a ove is true and correct, Si tore: Date: L 2 Phone#: (0 Gib llce1'�.Zj1: TIB Tarr fe-c:ril�Yi3�fFZr o-5i 2-�77/PFp Yty Or town o ci aZ City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector. S.Plumbing Inspector 6. Other Cont#ct Person: Phone#: AFYC Guide to kYood Cortstructiou is High lKindAreas:110 mph WitidZorie• Massachusetts Checklist for CQmpiiance (78o ch-rR nor_):i.l)l Chec(c Compliance. 1.1 .SCOPE Wind Speed(3-sec. gust)-._. ._..._........... _............_:......--._..........._...--:_................... ..:._..- __.. 110 mph Wind Exposure Cafegmy---- ------------ --•---..... _.._._................................................................._..._...B Wind Exposure Category................Engineering Required For Entire Project........................................C 12 APP.LICABiLITY Number of Stories(a roof which exceeds B In 12 slope shall be'consider6d a story) stories 5 2 stories ......:.........�__...._:..-_........_ _ - _(F►9 2) - - --•-•:--..._...._......---•---•-•• 1212 Mean Roof Height'_----------- ---- :_(Fig 2).................. ft <_'33' Building Width,W ............___..._ :-._(Fig 3)............................................— <110, Bulifrng Length, L ........-......�............................_.:_..:..(Fig 3)-_•-................... -•---•-•----•--......... -ft 5 80' Building Aspect Ratio(UM ......:.....:......._....._. ...._....._.. (Fig 4).---•-•------------•----••:-.-_..' 5 3:1 -(Fig 4)....-----........................................_...-- 5 6'8' Nominal Height of Tallest Opening2 ...................._..._.._. _.. . 1-3 FRAMING CONNECTIONS General compliance with framing connections....... 2)_.__.__._........................... ................. .2.1 FOUNDATION Foundafion Walls meeting requirements of 78D CMR 54D4.1 Concref..................................................................._._.......................... .............. ConcreteMasonry......................................-........................---•........-•-•----••-.............._,..__-:......._....... 22 ANCHORAGE TO FOUNDAT1DN113 5/8'Anchor Boltsrimbedded or 5/8'Proprietary MechanicEil Anchors as an alternative in concrete only Bolt Spacing-general............... '(fable 4)..__._._..._...__.._..._.........._ in. 1 P _._..(Fig.5)---.---- _- :-......:. ---in._<6'-12'. Bolt Spacing from endfoint of late...:........-_.::_.-..-_.-. _....... Bolt Embedment-concrete------:.._..___........_...___.....(Fig 5)......._...........-............•--•--_-... in.>7' Bog Embedment-masonry...................:...._.....:.........(Fig 5).__.:......?.........................._ .. in.2: 5" PlateWasher......-.............................._._....__._.._.........(Fig 5)......._....----------- ------:.. _'-3'x 3-x`/' 3.1 FLOORS Floorframing member spans checked :...__..._... ...._..._...(per 780 CMR Chapter 55)............................. _.-. Maximum Floor Opening'Dimension .--- Fi 6 ft<_12' __ ( 9 ) _-- --._..._................... Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..*................_....... ..._..... MtWmum.Floor Joist Setbacks Suppotling Loadbearing.Wairs or Shearwall.___....--....(FJg 7)............. ft ft s d Maximum Cantilevered Floor Joists T Supporting Loadbe'aring Walls'orShearwall........_..._Fig 8)..... •.......................:._.. ft _<d FloorBmcing at F_ndwafis.............................------.--.-----.-.-.--(Fig 9) ..._::--------------......._......_............. •........ Floor Sheathing Type .::....__......:..-..---.-_-.-.;---.-_-------..-.-.(per 7BOCMR•Chapter sS)............. Floor Sheathing Thickness ......._...._. _.------ (per790 GMR Chapter 55)..... .....:....._... in. _.... Floor Sheathing Fasterirng_.......:................................._..:...(fable 2)__d nails at in edge[ in field 4.1 WALLS Wall Height :. Loadbeadng walls ...........(Fig 10 and Table 5 ft c 10' Non-Loadbeadng nails.._ ........................... (Fig 10 and Table 5)....................._.._.=ft's 20' Wall'Stud Spacing ....__....:_............�__...._.......... .......(Fig 10 and Table 5)_..........._......in <_24'o.c Wall Story Offsets .(Figs 7 8:8)_____....__...... c - - -_............._..- _......_.. ft d 42 E' XTMOR•WALLS' Wood Studs Loadbearing walls:_..__.--.--.-..------------_----------------.....(fable 5}.......:.............:..... ..2X - ft in. _ on as eanng•wal s .(fable 5) in. Gable End Wall Bracing 1 : — — Full Helght Endwall Studs..._.:............. -...(Fig 10).............................. WSP•Affic Floor Length_._--•------:�.__......�....:--------(Fig 11)_•-----..._.----•-- ft�:W/3. Gypsum Ceiling Length (if WSP not used)........,...........(Fig 11)..._................---...:_...-.---..:. ft>_0.9W _ and 2 x 4 Confinuous Lateral Brace @ 6 ft.o.c._(Fig 11}............... .......f'.................._. .�.._ or 1 x 3 calling furring strips @ I S'spacing min.with 2 x 4 blocking @ 4 spacing in end joist or truss bays Double Top Plate Spice Length ................................................._—(Fig 13 and Table 6)..._....................._........ ft Splice Connecfion (no. of 16d common nails)..............(Table fi)..................................._.._._....._... ATVC Guide to [Vood COtrStructiou hi High TVMd Areas: 110 mph end Zorte Massachusetts Checklist for Compliance (7so CA-zRs3o1.1 I.r}t Loadbeanng Wall Connections - Lateral(no.of 16d common nails)___...................:.......(Tables T)........—..._................. _......._._._--_-. . Nan-Luadbearing Wall Connections. I ateral(no_of 16d common nails)___..______:.._.__.._....(Table 8)........_...........................__....__-__. Load Bearing Wall•Ope'nings (record largest opening but check all openings for compliance to Table 9) Header Spans _..._:... .__.........___-_____•.............(Table 9)_.._._:... --:-------•-•__--.. ft in.5 11' Sid Plate Spans .........................................._......._,.(Table 9)._...__..::........._.._:......... ft_in.511' Full Height Studs (no.of studs)....._........._..-..............(Table 9)..........._.._.__.__._..._...._. ___- Non-Load Bearing Wall Openings(record largest opening bitt check all openings for compliance to Table 9) Header Spans.............................:............._._..._--._....(Table 9)......._...................... ft in.512' Sill Plate Spans.........................__._........___.__.._______-.(Table ........ in.ft in.5 12" Full Height Studs (no.of studs) 9)._...____......................._.... _ Exterior Wall Sheathing to Resist Uplift and Shear Simuftaneausly4 Minimum Biirldng Dimension,W Nominal Height of Tallest DpeningZ .Sheathing Type.................._.-........-............(note 4)____----------_________________________•--_-------- Edge Nail Spacing___.....:_._._._.—._.____,._.__(Table 10 or note 4 if less)-------------------- in. Feld Nail Spacing_ ............._.....---••-----._.....(Table ................. in. Shear Connection(no.of 16d common nails)(fable 10):........................_......................... _.— Percent Full-Height Sheathing....._.:__..__..:...(Table 10)............................................__.__.. % 5%Additional Sheathing:for Wall with Opening> 6'fr(Design Concepts).............. Maximum Building Dimension, L Nominal Height of Tallest OpeningZ____................ <613. SheathingType..._._................... (note -....._........._....................... Edge Nail Spacing................................-_..-_:{fable 11 or note 4 ff less)..__.__................ in. Field Nail Spacing.....................................:..(Table 11):____.....___..,._..._•______•________--__..._. in. Shear Connection(no.of 16d common nails)(Table 11-).........................__.:—...._.................— Percent Full-Height Sheathing.......______......(Table 11)............._......_....._..___:_:._.__._____% 5%Additional Sheathing for Wall wlh'Opening>6V(Design Concepts).................:.. ' Wall Cladding Ratedfor Wind Speed?-------_............................_.............................__---____.....-______—_________•---- i ROOFS Roof framing member spans checked?........... (For Rafters use AWC Span Tool, see BBRS Websb) Roof Overhang ..............................................._...(Figure 19) ._........... ft 5 smaller.of 2'or L/3 Truss or Rafter Connections at Loadbeadng Walls Proprietary Connectors Uprrft............_....0...............------_.(Table 12)......... .................._.......-- -U= ptf Lateral_•.............._..._....__.____...-_._.__.(Table 12)....................__._..................L= pff Shear.........................:.....__._..__-_(Table 12)..........______.................�.---_.S= pff }ridge Strap Connections,if collar ties not used per page 21... (Table 13)............................._T= pff Gable Rake OutJooker,.................:..:..................,_(Figure 20)..__...._.._._ft<smaller of 2'or LI2. Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift_......_......._..............____._.__..(Table 14)........._............ .._U= 1b. Lateral(no.of 16d common nals)...(Table 14)......................................L= . lb. Roof Sheathing Type______-____.........................._......(per 780.CMR Chapters 58 and 59)............ Roof Sheathing Thickness............_...__....... ..... ..............___�__...__............._.._in.>_T116-WSP Roof Sheathing Fastening............._.___...........__._:..._.(Table 2),.._....,..___._...................-....._........ This checklist shall be met in its entirety, excluding the specffic exception noted in 2, to comply with the requirements of TBO DMR-5301.2.1.1 Item 1. If the checkdfst is met in its entirety then the following metal straps and hold downs are.not -equiied per the WFCM 110 mph Guide: a. Steel Straps per Ffgum 5 b. 20 Gage Straps per Figure 11 c- Uplift Straps per Figure 14 d_ All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1Ba and Figure 1Bb zception:Dpening heights of up to 8 ft shall be permitted when 5% is adder]to the percent full-height sheathing quirements shown in Tables 10 and 11. he bottom sill plate in exterior walls shall be a minimum 2 in,nominal thickness pressure treated#2-glade, 14WC Guide to Wood Construction in Hi-fi T#lind Xr-eas_ 110 mph H,'rnd Zoae' ~. .. Massachusetts Checklist for CmpIiaiace (790 CIVIRs3ot 2J:I)' 4. a. From Tables'10 and 1.1 and location of wall sh'eathing and Building Aspect Ratio,determine Perc:&nt Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows: I. Panels shall be installed With strength axis parallel to studs. It. All horizontal joints shall occur over and be nailed to framing. lit. Dn single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. Dn two story construction, upper panels shall be attached to thd top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made tD lowest plate at first floor framing. v. Horizontal nag spacing at double top plates, band joists, and girders shall be a double row of ad staggered at 3 Inches on center per figures below:Vertical and Hor mntal"Nailing for Panel Attachment 5. .Glazing protection: a)new house of horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte.28 or north of-Rte.6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement windows'-needs energy conservaVDn compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B.may be obtained from the American Wood Council (AWC)website. WAEN THs EDGE RESTS DN I�A1,tIAIG MEM 6tRiLS AT6ha 11 tr t woo i • n rt t t Q t l K ii ii @ Z 1 tF rr U r ! 1 i 0 n i i :E La ' �4 i t r 11 AU {4� t i i t9d a • - p 1 if IL 1 t 1tt'r{a. •/I I t 1 u g t t EDGE l DWTrE --I. u t 1l tl 1 ! . t 1 1119 t i i - . -tt tJ u I 1 s , .Z r so ii il � ! i ; � � •! f K II tl 1 ! t t rr. DOtJft(Ei�G� ,` STAGS 3`lull d 15tAti k(�NG �, NArL PATTERN PAWS DQUHLE WAILIEDGE SPACM D0.TAT- See Dafall on Next Page Vertical and Hotvfln[al Nailing Detail. . for Panel Attachment Vert?aal and Horzonta]Nailing for Panel Attachment L _ - oFTHE To Town of Barnstable ti r Regulatory Services • s�xxsrnsi.E, r ass Thomas F. Geiler,Director . Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 o qo Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property l P PAY hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit 105 WAMOO& - (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. S' ature of Owner Signature of Applicant Prin ?ttpt__N2 np- v z-- Date Q:FORM&OWNERPERNOSIONPOOLS 6/2012 EVE r Town of Barnstable Regulatory Services 4 t i UMWSr"Ur : Thomas F.Geiler,Director Mass. 9�A i619• ,�� Building Division rFD MA'1 b 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 �j Please Print DATE: p� JOB LOCATION: IO r �L� ,V V�` FVAP T inumber ��,,p� ��o� street pp1 q / 7 village /"HOMEOWNER": Jrl"w& &�7 1� 701"�Y1-33bz �X` name ` 'f home phone# work phone if CURRENT MAILING ADDRESS: kq,�Iy 1 i�0, (Colo Q city/town state zip coSe 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 minimapectdon procedures and requirements and that he/she will comply with said procedures and equir Signatu o 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 formi/certification for use in your community. Q:forms:homeexempt r y r o 10 1 \ II \\ EAO II OIiER y �yjy/,ES 9- i r 1 LJ I� o Ol3H Hod*H M7V31 � GAS LINE --13. II �r •II 1I I � WA TER LINE t WI _ _ _ L ------ -- - -- - --- -- i ti I 140.00' o t • m i I — — . — . — . — . — : - . — . — . — . — . — . �!e tpaninza�uuea�C� o�✓�/�Ci°°ac�u°elta License or registration valid for individul use only _ Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Re istratio °1,49663 10 Park Plaza-Suite 5170 9 P Expirati jn 1_/2 Tr# 291736 712012 Boston;MA 02116 V0-p ME Type:,j l�lndividual l 0 JASON S HAYD,EN.= F. — JASON HAYDEN-� _ ( i 5 GUNSTOCK DR;:,.<<\, KINGSTON,NH 0384'8'=-_� Undersecretary Not valid wi o� t ignature i •- Massachusetts- Department of Public Saf&V Board (If Buildin;, Re-tilations and Standards. Construction Supervisor License License: CS 78189 JASON S HAYDEN 5 GUNSTOCK.DR KINGSTON, NH 03848 Expiration: 12/13/2012 • ('ummissiuncr Tr#: 8709 nanw�e��w _ NOTES: �F.• g B 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 1 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT q FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR m B B 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS A4 4 STATE BUILDING CODE 8TH EDITION AMENDMENTS&IRC2009 NEW 5.) 110 MPH EXPOSURE B WIND ZONE,1.25 ASPECT RATIO WORKSHOP 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/ STAIR - rOW11 12"FIELD NAILING I STAIR I q RINSE 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD Sllfl®KE DETECTORS REVIEWED STATION L___J A 8.) SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED&EXISTING DETAILS A4 .,7 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION V —j/// OF ALL SIMPSON COMPONENTS _ ————————— 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS DATE ° c 3- _ _ _ TO BE 3000 PSI BUILDING DEPT. r--- - -�a a-�-�- ---- ---------' aAq I I 1 I I � i 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS ' m ON SITE DURING FRAMING CONSTRUCTION LLIJJ 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GR. UP �— zel=sa s7=ea O ' B 13.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE DATE aIFOLD W I "B"&WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF FIRE DEPARTMENT i I MASSACHUSETTS WIND SPEED MAPS BOTH SIGNATURES AP.E REQUIRED FOR PERA41TTING i m i 14.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD I D I PANELS VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION NEW ROOM _ GARAGE A i (NOOD) SINK I 1 IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS h i I CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION A i C EMT.GARAGE TO i B TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) c BE REMOVED—� FENESTUn N SKYLIGHT CEILING HOOD FRAMED—U.FLOOR BASEMENT WALL BASEMENT SLM CRAWL SPACE WALL c U-FACTOR U-FACTOR RNALUE R-VALUE RNALUE BASE UE R-VALUE R.VALUE . T-f7 I 0.35 Ob0 78 M >D IV13 tORFT.DEEP) t0113 z•rt• 7-1V zn• NOTES: —F - b I ER ATE q I m 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. A A }I j 2 10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR >y C.O. W.T'0.O.H. R e7,o-v O.H.DOOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL i— 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS COBBLESTONE I ti I I q APRON NEW F PATIO er ff b A WINDOW SCHEDULE (VERIFY ALL I F' W OOWMERS)DETAILS i i — A4 eo• A •a ao ra F TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS NEW i A A ANDERSEN AX251 2'-4 7/8"x2'-B" AWNING b DINING a7 1 q N 3 I d B AW251 2'-4 7/8"x 2'-0 5/8" AWNING I m C F I " I _ (OAK FLOORING) C A21 2'-0 5/8"x2'-0 518" AWNING A D TW2442 2'-6 1/8"x 4'-4 7/8" DOUBLEHUNG ter I 1a•s C E C18 2'-0 5/8"x 6'-0 3/8" FIXED CASEMENT _ I "^LF WALL 4 f TW2446 2'-6 1/8"x4'-8 7/8" DOUBLEHUNG 3 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS O 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR GRILLES.LOW-E HP 4 GLAZING WITRU-SCENE SCREENS&TRADITIONAL HARDWARE EXIST. EXIST. OFFICE KITCHEN EXIST. O O O BATH O 0 }: LEGEND: ON. co fvd O O ' O EXISTING WALLS EXIST. E I � = CONSTRUCTION TO BE REMOVED EXIST. BATH NEW CONSTRUCTION JE[cLIVING q I I ©SMOKE DETECTOR B O M I ©CARBON MONOXIDE DETECTOR I CLOS. CLOS I XIS I RYOM I GJ • co UP SOM p� a FIRST FLOOR PLAN THE DESIGNER SHALL BE NOTIFIED IF ANY - I�/j ERRORS OR OMISSIONS ME FOUND ON SCALE DRAWING NO. B1 ` 43COTUITBREW BAY DESIGN, LLC NEW ADDITION/REMODELING FOR• THESE CONSTRUCTION. THEBIT09TMTOF u 43 BREWSTER ROAD HALL BE RESPONSIBLE BUILDING THE COW ENTTOa IN THESE DRAWINGS IF CONSTRUCTION 1/4"- 11.011 M .(508 ,MA. 02649 o�cEEnoFWGS RESOL YFOvasH U Al PH.(508)274-1166 BA R R I E RESIDENCE THESE DRAWINGS ME SOLELY FOR THE USE FAX(50 )539-9402 OF THE OWNER NOTED.MY OTHER USE OF DATE : 105 CEDARWOOD ROAD COTUIT. MA THESE DRAWINGSREOUIGHT THE WRRTEN CONSENT OF THE DESIGNER UNDER TH E 10/30/2013 MCHRECTURAL COPYRIGHT PROTECTION NAILING SCHEDULE B A 110 MPH EXPOSURE C WIND ZONE A4 4 JOINT DESCRIPTION NO.OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING - ROOF FRAMING: L n w BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END ' RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END (SHED DORMER) Z WALL FRAMING: - rs es lr a zs TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS A STUD TO STUD(FACE NAILED) 2-16 d 2.16d 24"D.C. ' E C A4 'a HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES FLOOR FRAMING: ze.B8, JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1 Od PER JOIST ON. w d BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1Od EACH END BLOCKING TO SILL OR TOP PLATE CrOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM CrOE NAILED) 3-8d 3-1 Od PER JOIST - ¢ S»o� ¢ BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST - /\ BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3.16d PER FOOT ' C1' ROOF SHEATHING: vENT FAN ms WOOD STRUCTURAL PANELS(PLYWOOD) ' ®roourslDE zg,es- AULTEDCEIUNG) RAFTERS OR TRUSSES SPACED UP TO 16"D.C. 8d 10d 6"EDGE/6"FIELD ¢ FUTURE FUTURE ¢ O ¢ RAFTERS OR TRUSSES SPACED OVER 16"o.C. 8d 10d 4"EDGE/4"FIELD BATH ME BEDROOM GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD O O (CARPET) W/STRUCTURAL OUTLOOKERS ' GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD r CEILING SHEATHING: I I GYPSUM WALLBOARD 5d COOLERS -- 7"EDGE/10"FIELD ¢ ACCESS I I ACCESS ¢ PANEL PANEL WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"D.C. 8d 10d 6"EDGE/12"FIELD _ r-la B e e 1/2"&25132"FIBERBOARD PANELS 8d -- 3"EDGE/6"FIELD N 1/2"GYPSUM WALLBOARD 5d COOLERS -- 7"EDGE/10"FIELD FLOOR SHEATHING: A WOOD STRUCTURAL PANELS(PLYWOOD) A4 1"OR LESS THICKNESS 8d 10d 6"EDGE112"FIELD r-r z-lv r-r GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD <•s Gs rs ¢ ¢ (SHED DORMER) - 14d C C A4 4 SECOND FLOOR PLAN NEW RIOGEVENT TOP OF PLATE NEWAOYEARASPNALT NEW40YEARASPHALT _ ROOF SHINGLES,GAF ROOF BHINGLES,GAF OR CERTAINTEED OR CERTAINTEED ARCHITECTURAL GRACE ARCNITECTURALGRADE 9 F NEW AZEK FASCUL FRIEZE.& SOFFIT BOARDS TO MATCH MSTING SIZES SECOND FLOOR SUBFLOOR __ TOP OF PU NEWAZEKI.B - • - ® 013 mil CORNERBOARDS . F a NEW W.C.SHINGLE SIDING TO MATCH I � � 11 nHHH_l EAI9TING ' FIRST FLOOR SUBFLOOfl NEW CARRIAGE STYLE O.N.DOORS VERIFY ALL DETAILS.MFR.,ETC. FRONT ELEVATION WDERB THE DESIGNER SHALL BE NOTIFIED IF ANY ' ER ROBS OR OMISSIONS ME FOUND ON DRAWING NO. ®Q® COTUITBAYDESIGN. LLC NEW ADDITION/REMODELING FOR: THESE TRUTIOGSPEWILO START OF SCALE CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/411_ 11_OIl IN THESE DRAWNGS IF CONSTRUCTION EE MA. 02649 COMMENCESWTHOLITHOTIFYINGTHE PH.(508))274-1166 BA R R I E RESIDENCE DES ONER OF—ERRORS OR OMISSIONS. FAX(508)539-9402 THESEDRAWNGSARESOLELYFORTHEUSE DATE : OF THE DINNER NOTED.ANY OTHER USE OF 105 CEDARWOOD ROAD COTUIT. MA COTHESENTOFTH DEIGNERIRES TNERRHEN 10/30/2013 A2 CONSENT OFTHE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1090. ' COTUIT n SCHOOL ST. Q OO c95 .4 COTUIT N PARCEL ID: / / O GAO��'�O BAY 019/048 \\�0� LOCUS 40.6' .0 \\ J QGV� LOCUS MAP GAP -\\ \ _ — —/ �1 / PLAN REF: 151/135 NO T IN TITLE REF: 25477/12 (RPOD)NE II PARCEL ID: MAP 019 PAR. 046 ZONING: "RF" SETBACKS: 30'F-15'S-15'R HEIGHT: 30' WITHIN 1 MILE OF COAST WIND EXPOSURE B ZONE III FLOOD ZONE: "C" - - - COMMUNITY PANEL: 250001-0021-D DATED:07/02/92 .0- = _ . 105 FOUNDATION CERTIFICATION # - �- - - (AS—BUILT) PLAN LOCATED AT: ' _ 3 5.2' 0 105 CEDARWOOD ROAD o-`SG• � NEw F OUND P � �� _ -.__ o _ _ o COTUIT, MA. PREPARED FOR o N 9,�, o .0- J. SCOTT & AM Y R. l BARRIE Np JANUARY 13, 2014 PARCEL ID: PARCEL ID: 29.5' 019/045 ��N OF W4SS 019/047 tis 2> EDWAARD �O 3 STONE p 4 No.289 V_ fs TE PARCEL ID: S 62 019/046 S�. Q AREA=20,011t S.F. SS, Q �O MEYER & SONS, INC. GRAPHIC SCALE P.O. BOX 981 74.58 0 10 20 40 EAST SANDWICH, MA. 02537 NOTE: PARCEL ID: S78e '30 E ( ) LOT LINES SHOWN FROM PLAN 1551/135 LOT 166C 019/071 2g „ 5 0 8 3 6 2—2 9 2 2 DO NOT CLOSE MATHEMATICALLY. A NEWER RECORDABLE PLAN SHOULD BE PREPARED SUITABLE FOR THE BARNSTABLE ( IN FEET ) COUNTY REGISTRY OF DEEDS. 1 inch = 20 ft. SHEET 1 OF 1 J 1567FND TOWN OF 8,�1�1 STABLE 7014 JAN 17 P"1 12: 110 DIVISION d I 1' �1 LEGEND COTUIT ,LR,• �s,`` PROPOSED CONTOUR '9 ® PROPOSED SPOT GRADE SCHOOL ST. ——98 —— EXISTING CONTOUR o "!/ ```x 1O Q + 96.52 EXISTING SPOT GRADE �F,�� "� COTUIT N PARCEL ID: f \ 0 W— EXISTING WATER SERVICE GAG��'�o BAY 019/048 O �� '��.pJ TEST PIT f ,P� LOCUS M •�°` 90 Q F'0 o ° 40.6' ,� o '� /yy � � � � LOCUS MAP PLAN REF: 151/135 NOT IN ZONE II TITLE REF: 25477/12 (RPOD) O f PARCEL ID: MAP 019 PAR. 046 �N / ZONING: "RF" SETBACKS: 30'F-15'S-15'R HEIGHT: 30' _ _ WITHIN 1 MILE OF COAST ��`� �i' '' _-_- -_= GQ � / - -� WIND EXPOSURE B ZONE III FLOOD ZONE: "C" COMMUNITY PANEL: 250001-0021-D DATED:07/02/92 - #105 =_ - PROPOSED ADDITION & �. � - _= TO = - _ ; SYSTEM UPGRADE PLAN �� ,So p�6, �� ___ 43.15 "-_ LOCATED AT: =__ - 0 105 CEDARWOOD ROAD 24 �, , NEW DDITION tiff potio - ____ o COTUIT, MA. Zo 9k.��, 80, i PREPARED FOR EXIST. 1,50OG i J. SCOTT & AMY R. W C,a TH-1 %' SEPTIC TANK(reise) B A R R I E r'sv �� O 4 EXIST. 1,50OG -� '�� SEPTIC TANK(now'tocation) �� NOVEMBER 5, 2013 13.2' c O 4 2 PINES, ' PARCEL �H of FPS MA OF PARCEL ID: - �� 0 9/0 5 c c 019/047 �329 .� 0 ® ;�� --/ I , �o EDWARD ti6 D A. STON �o 42.7 i 3 " cn N o. 1140 PARCEL ID: o sco �O .Q� OAKS i1 1 J 019/046 13 AREA=20,011 t S.F. MEYER & SONS, INC. / P.O. BOX 981 o EAST SANDWICH, MA. 02537 0 NOTE: PARCEL ID: 74'S8 LOT LINES SHOWN FROM PLAN 1551/135 LOT 166C 019/071 S7829'30,,E (50 8)3 6 2-2 9 2 2 DO NOT CLOSE MATHEMATICALLY. A NEWER RECORDABLE PLAN SHOULD BE PREPARED SUITABLE FOR THE BARNSTABLE COUNTY REGISTRY OF DEEDS. SCALE 1"=20' SHEET 1 OF 2 J#1567A i T.O.F NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS EL: 43.15 NOTE: PLACE RISERS OVER ALL COVERS W/IN 6" OF GRADE FINISHED GRADE (42.70) F.G.EL: 42.8 F.G.EL: 42.8 F.G. EL: 42.8 MAINTAIN 2% MIN SLOPE OVER LEACHING AREA TOP TANK=EL. 41.0 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" STONE OR FILTER FABRIC DOUBLE WASHED STONE A 6„ " 4" SCH 40 PVC 4. LLL10"t a0ma. O ®®®® 14' 6 © IINV.38.95 1% (MIPF. ®®®®®®®®®®® A' TEE'S ARE TO BE INV.39.12 2' DEPTH ®®®®®®®®®®® 4" SCH 40 PVC INV.39.75 4' Z 3 X 8.5' 4' BAFFLE PROPOSED DB-3 OUTLET ELEV. B . . ... . DISTRIBUTION BOX EFFECTIVE LENGTH = 33.5' (Z) EL: 41 .48 INV. 40.00 INV. ELEV.= 38.70 © EL: 41 .00 RE-LOCATED 1,500 GALLON SEPTIC TANK OF GAS BAFFLE TO BE INSTALLED ON �1* Mgs�q� BREAKOUT OUTLET TEE AS MANUFACTURED BY D E ti ELEV.= 39.70 TUF-TITE, ZABEL, OR EQUAL TOP CONC. ELEV.= 39.70 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING N -� 114 INV. ELEV.= 38.70 ®. ® VE ®®®®®PIPE INVERTS PRIOR TO CONSTRUCTION ®®®®®®2) TANK AND D-BOX SHALL BE SET LEVEL AND TRUE ��15 ®®®®®®TO GRADE ON A MECHANICALL COMPACTED SIX Sq \a BOTTOM EL.= 36.70 ®®®®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN NITAR �> 3.75' 5 FT. 3.75' 310 CMR 15.221(2) I� > 3 3) INSTALL INLET & OUTLET TEES W/ SEPARATION 5.20 FT. EFFECTIVE WIDTH = 12.5' GAS BAFFLE AS REQUIRED SEPTIC SYSTEM PROFILE ADJUST. GRNDWATER EL: 31 .50 r SOIL ABSORPTION SYSTEM (SECTION) (500 GALLON LEACH CHAMBER) GENERAL NOTES: **USE OLD PERC TEST #12952 DESIGN CRITERIA I• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL CONDUCTED ON 5/24/10 FOR SOIL LOGS P#: 14092 BOARD OF HEALTH AND THE DESIGN ENGINEER. ADDITIONAL 2 REQUIRED TESTHOLES NUMBER OF BEDROOMS: 3 BEDROOOM EXISTING/4BEDROOM DESIGN 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPO/SF) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE DATE: AUGUST 5, 2013 LOCAL RULES AND REGULATIONS. DESIGN PERCOLATION RATE: <2 MIN/IN SOIL EVALUATOR: DARREN MEYER, CSE 1614 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DONNA MIORANDI, BARNSTABLE HEALTH DAILY FLOW: 110 G.P.D. X 4 BR = DESIGN FLOW: 440 G.P.D. TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE GARBAGE GRINDER: NO not designed for garbage grinder) DESIGN ENGINEER. ( 9 9 g g ) 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SEPTIC TANK: 440 gpd x 200% = 880 gpd, RE-USE EXIST. 1,500 GAL. SEPTIC TANK FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Elev. TP-1 Depth Elev. TP-2 Depth ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 42.70 A 0" 42.50 0"A LEACHING AREA REQUIRED:LOAMY SAND (440) = 594.59 S.F. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF LOAMY SAND .74 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 1OYR 3/1 10YR 3/2 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 42.03 B 8" 41.83 s" USE THREE (3) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' LOAMY SAND 7. WATER SUPPLY PROVIDED BY PRIVATE DRINKING WATER WELL. D B 10YR 6/6 STONE ON ENDS & 3.75 STONE ON SIDES: 33.5 L x 12.5 W x 2 SANDY LOAM +D 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 39.37 40" 10YR 6/6 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. C 39.34 C 38" BOTTOM AREA: 33.5' x 12.5'= 418.75 SF 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MEDIUM MEDIUM SIDE AREA: 33.5 + 12.5 X 2 X 2 = 184 SF THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ( ) CONSTRUCTION. SAND SAND TOTAL SQUARE FEET PROVIDED = 602.75 vs. 594.59 REQ'D 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. 2.5Y 6/4 2.5Y 6/4 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION PERC m EL. 38.25 DESIGN FLOW PROVIDED: 0.74(602.75 S.F.) = 446.0 G.P.D. vs. 440 G.P.D. req'd 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY PROPOSED ADDITION/SEPTIC SYSTEM UPGRADE PLAN 7 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 13. NO ABUTTING PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 31.70 132" 31.50 132" 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. OS CEDARWOOD DRIVE, COTUIT, MA PERC RATE MIN HORIZON) Prepared for: Barrie 15. ALL PIPING TO BE 4' SCH 40 ® 1/8-/FT (UNLESS SPECIFIED) NO GROUNDWATER OBSBS ERVED 16. EXISTING 1,50OG SEPTIC TANK TO BE RE-USED IN A DIFFERENT LOCATION. Engineering by: Surveying by: SCALE DRAWN • I, Darren M. Meyer, R.S.. CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. macDougam survey N.T.S. DMM y PO BOX961 (508) 419-1086 DATE re conduct soil evaluations and that the above analysis has been performed b Ev consistent with the EASTSANDW/CH,MA02537 CHECKED SHEET No. requirements of 310 CMR 15.017. I further certify that 1 have passed the Soil Eval. Exam in October, 1999. 508-362-2922 1 1/05/13 DMM 2 of 2 I 8-0- 19 s g.9• r.IB• 5•.B• NOTES: B B 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-B"ABOVE SUBFLOOR B B 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS NEW." A4 z0-asa- 4 STATE BUILDING CODE BTH EDITION AMENDMENTS&IRC2009 § WORKSHOP 4 5.) 110 MPH EXPOSURE B WIND ZONE,1.25 ASPECT RATIO h 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED ruLLi(TwN VERTICALLY OR HORIZONTALLY W/BLOCKING AT EDGES,WEDGE/ STAIR , 12"FIELD NAILING 9 RINSE L___J q 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD srgrloH 8.) SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED&EXISTING DETAILS A4 I 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS C , --� - TO BE 3000 PSI ---- - - - 4-4-4-}-I'------- ------- (OAKI I I I I I i1.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS LLI_IJ ON SITE DURING FRAMING CONSTRUCTION UP12.)TIMBER FRAMING TO BE SPRUCEIPINE/FIR NO.2 GR. 50-a6TfO 13.)THIS SITE IS O THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE "B'&WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF MASSACHUSETTS WIND SPEED MAPS 14.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD ° PANELS VERIFY ALL WIND BORNE DEBRIS PROTECTION - I REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION � NEW MUDROOM NEW prooD) I GARAGE - A SINK b I I IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS kry CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION A CLO Ex1sr.GARAGE TO B TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 0 BE REVOVED ENESTRATION SMY.HT CEIU%G WOOD FRAMED WALLFLOOR BASEAt WT•WALt BASEAIENTSLAB CRAWL SPACEwayL n'a^ UFACTOR IV-FACTOR RNALUE R-VALUE R-VALUE R•VALUE R-VALUE R-VALUE r.f0 b 0.35 .0 3B 20 1, 0 10,17 110(2 FT.PEEP) 1d13 z-r• z-10• r-r - FIRE RATE NOTES: oR 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. q ❑q ' o i 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR pp•°,p. 90•a ro•oil. °R 9'0'a�r'J-O.H.ODOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL i -- 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 'T RO3 STONE 4 0.PR0•N NEW F - PATIO I ` g-0• WINDOW SCHEDULE A NOVIN ALL DETAILS ' ' I s - A4 F' W/OYMERSI F I B`� `0' ... B'-0• r,s-NI - NEW I A I - TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS ' DINING ' i 14O• ,r A ANDERSEN AX251 2'-4 7/8"x 2'-8" AWNING c---- F i 8 AW251 T-4 7/8"x 2'-0 5/8" AWNING ---- -- (OAKROORINGI: C A21 2'-0 5/8"x 2'-0 518" AWNING I O D TW2442 2'-6 1/8"x 4'-4 7/8" OOUBLEHUNG k_xc_ 1ya• 1a•c A 4 E C16 2'-0 5/8"x 6'-0 3/8" FIXED CASEMENT .1ALF WALL F TW2446 2'-6 1/8"x4'-8 718" DOUBLEHUNG 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR GRILLES.LOW-E HP 4 GLAZING W/TRU-SCENE SCREENS&TRADITIONAL HARDWARE O 'w EXIST. EXIST. OFFICE KITCHEN EXIST. O O O BATH O O �EHT�� - -• � O LEGEND: DETECTORS REVIEWED ON. • .r_� EXISTING WALLS EXIST. EXIST. C= CONSTRUCTION TO 8E REMOVED _ 7- 3 13 LIVING BATH ME NEW CONSTRUCTION - "�I � E BUILDING DEPT. DATE F a EXIST. j ©SMOKE DETECTOR BEDROOM I ©CARBON MONOXIDE DETECTOR DATE cc I CLOS. FIRE DEPARTMENT CLOS. I EXIST. I BEDROOM BDTH SIGNATURES ARE REQUIRED FOR PERMITTING LD "P CLOS. 4 I 29 ' FIRST FLOOR PLAN J'L' I N'd 61 I,4 rinq �® COTUITBAYDESIGN.LLC NEW ADDITION/REMODELING FOR. rHEpmoRAWRGSpIORTOrTARic TOFr ll�� ERRORS OR OMISSIONS ARE FOUNDON THESE BRAWIKGS PRgR TO START OF SCALE : DRAWING NO.: 43 BREWSTER ROADO V•L.�IA! q !n .I• C0.VSTRUCIION.fE BNLO:NG CON FACTOR WILL BE RESPONSIBLE FOR THE LONTENl I MASHPEE,MA. 02649 I r N THESE DRAWINGS IFCOlSIRuCT.Ql 4f1 = 1'-0' c BA E RESIDENCE DESIGNERO ANY ERRORS' =SSE PH. 508 274-1166 DESIGNER OF qNY ERRORS'NOTIF OG THE S. THESE ORA%T.N(3SSOLELY FOR THE OF THE R NOTE.AHY OTHER USE 0%E OwE DATE : FAX(50 )539-9402 THESE DRAWINGS REOUIRES THE VIM REN 105 CEDARWOOD ROAD COTUIT. MA BDHSENr pF THEDEYRIGH UOER THE CTI ARGH.1TcCTURAL COPYRIGHT PROTECTION 10/31/2013 Al ACT OF 19M. I i _ NAILING SCHEDULE e A 110 MPH EXPOSURE C WIND ZONE A0 4 JOINT DESCRIPTION NO.OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3.16d EACH END (SHEEDD DORLIER) z WALL FRAMING: T-0' B'O' IS ID• z'e- TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS A STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"o.c. E C A4 C ,.a. HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES FLOOR FRAMING: za-.es JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1 Od EACH END �v7 BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST .F.s•/ JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST § o 4 BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST = BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT T•-Io• zo'-s- ROOF SHEATHING: NT FAN WOOD STRUCTURAL PANELS(PLYWOOD) trrsl Z•S•�B�• (VAULTED CEILING RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD S C FUT o RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD B H TUE B M ° H GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD O (CARPETI W/STRUCTURAL OUTLOOKERS O GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD F CEILING SHEATHING: I I q GYPSUM WALLBOARD 5d COOLERS -- 7"EOGE/10"FIELD 4 ' ACCESS I I gCLE55 PANEL PANEL WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) Ar STUDS SPACED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD B e 4 1/2"&25/32"FIBERBOARD PANELS 8d — 3"EDGE/6"FIELD '° 112"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD FLOOR SHEATHING: A WOOD STRUCTURAL PANELS(PLYWOOD) '44 1"OR LESS THICKNESS 8d IOd 6"EDGE/12"FIELD o'.T• z•-lo• a•.r GREATER THAN 1"THICKNESS 10d l6d 6"EDGE16"FIELD (SHED OORN.ER) Iva C C A4 4 SECOND FLOOR PLAN ------------------- ------------------ - IEt'(y-r--T A+PP V cA/'O� NEW RIDGEVENT rZoi 3 oSZco v TOP DF PL_ATE NETT<0 YEAR ASPHALT NEW 10 YEAR ASPHALT ROOF SHINGLES.GAF ® ROOF SHINGLES.GAF OR HIN TEED ED ARCHITECTURAL GRADE OR CETrCTU AL ARClUTECTURAL GRADE C NEW AZEK FASQA FRIEZE.a SOFFIT BOARDS TO MATCH EXISTING SIZES 1 SECOND FLOOR SUBFLOOft —— TOP OP PLAT NEsv AZEK I•B FM �® ❑ O �� ( 11� CAPrvERBOARDS IN W SHINGLE M T SIDING TO MATCH EXISTING FIRST FLOOR • SUIFLOOR JL U I NEW CARRIAGE STYLE O.H.DOORS VERIFY ALL DETAMS,-R.ETC. 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I WW6.5WWFEh1BEDCEO L3I 2.6 WAll O TYP.W ONCRE-E JACK STUD FOUNDATK)N'NALLS (THOUGH OPENING) ^ 7'OORNG TO a' E CONCRETEOW ANCHOR BOLT DETAIL GRADEWIKEY ROUGH OPENING DETAIL - SCALE:,@'=V-D" SECTION @ GARAGE A4 _• IED ® COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: THEDEllGWINGSPMORTNER SHALL BE OSTART ANY SCALE : DRAWING NO.: 43 BREWSTER ROAD ERRORS OR OMISSIONS AREFONDO THESES OR O GS PRIOR TO START OF MASHPEE,MA. 02649 WIlL.ECONST UCTION.T @ BUILDING CONTRACTOR PH.(508)274-1166 BAR R I E RESIDENCE WILL E RESPONSIBLE FOR THE CONTENT 1/411 _ 1, 011 W THESE DRAWINGS IF 1:NSTRUCTION FAX(508)539-9402 DESIGNERO ANY ERROR ORo THE DESIGNER OF ANY ERRORS OR OfNSSIONS THESE DRAWINGS ARE SOLELY THE USE DATE : //�� OF THE OWNER VOTED.ANY OTHER USE OF 105 CEDARWOOD ROAD COTUIT• MA THESE&N'OFTHED REQUIRES NEnUNELYRITTEN 10/30/2013 CNCHITE OFTHECOSIGNER UROTECTE ARCNITECiVRPL COPYRIGHT PROIECTICN A4 •• { ACT OF 1990. 4JT' 14<' j SINWSOII LSTA2a STRAPS PER O.H.DOOR DETAIL I I B A4 4 � S TYPICAL ASPHALT ROOF SHINGLES F WW CDX PLYW000 SHEATHING 2.12 RAFTERS 150 FELT PAPER M Sim SON H 25 HURRICANE CUPS I A WIND WASH 7'0'YADE ICENIATER SHIELD BAR I AQ BARRIER ALUMINUM DRIP EDGE I II 2Ti• NEW ALEK FASCIA SOFFIT 6 I (SHED DORMER) 1• PE ON�DOM DETAILPS FIREIE BOARDS TO MATCH EXISTING 1.9 STRAPPING WI X GYPSUM BOA I I I TYP.2.a WALLS I I I � � TI CORNICE DETAIL SCALE:1/2"=V-0" I q MULTI LVL RIOGEBEAI - _ _ _ FUDWI'4 FROM 7 RIDGE TO HEADER n 2NO F HEADER EACH END 0 HEADER B I B T-IT A4 4 I 1 I (SHED DOILIER) A TT A4 I A4 JON FRAMED j 1 Y T-0' I'� - 14-0' I Ya•O 11 1W LVL 11 2N-09 1?LA HEADJR � A 'n BALLOON j i I I C I D C n FRAMED I I i I i A4 j z-1 a n IB�LYL I "I )- NOTES: I I 1.)AlL ROOF RAFTERS TO BE 2 x 10's i UNLESS OTHERWISE NOTED ! i I 2.)USE SIMPSON H2.5 HURRICANE CLIPS j I I AT ALL RAFTERS ENDS I i ERS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNTYPE/LAYOUT mn LVL BEAR —-—- ;? fl, F1 >r I Ij � 2.10 RAFTE0.5Q 16'o.c I NEW 111W LVL JOISTS i 16•o.c i 7�/ i lO QI NEW ROOF i0 OE B1ALT OVER EXISTNG ROOF STRUCURE , FF )SIDE TWO U i i i Q I i i I JO;TBAYS 4W ` JO:Si BAYS®<B'o.c I I I ) I YC'.TT TISL 11F.A0 i I / Su.IPSON LSTA2< I SI>•PS LST TWOSOLI 2 c B BLOCEING.ItI=F OUTSIDE N TWO RAFTER 6 CEILIKG JOIST BAY$ STRAP PER SO STRAI PER O . _ j EiAlt DOOR ETAIL F OW aB'ON ALLOW UNDERSPACE IDE FORAM SHEATHING EUNDERSIDE OF ROOF I A4 _ I � I � !i —LJI SECOND FLOOR FRAMING PLAN Ll i ROOF FRAMING PLAN 24C ]Y-0' THE DESIGNER$HALL BE NOTIFIED IF ANY �® COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR• ERRORS OR CION.$IONSAREFOUNDON DRAWINGNO.: 43 BREWSTER ROAD wai BE RESPONSE rtECCNTENT SCALE MASHPEE,MA. 02649 coNsrRucrlov.rH=-Bv.DINGw RAaoR PH.(508 274-1166 B A R R I E RESIDENCE IN TI-=5E DRAWINGS IF CONSTRUCTION /411 = 1 I o Il (sAa' COVMENCE$WITHOUT NOTIFYTNO THE DESIGNER OF ANY ERRQ�S OR Q1115510x5. FAX(50 )539-9402 OF THE THESE OWNERIN NOTEARED ANY OTHER USED E DATE 105 CEDARWOOD ROAD COTUIT. MA THESE DRAWINGS REQUIRES PROTECTION CONSENT OF THE DESIGNER UNDER THE 1 o/30/2013 ARCHITECTURALCOPYRIGNT PROTEC iION ACT OF 1990. ! SINPSON LSTg24 STRAP$ PER O.N.DOOR OETAR • 1 01 AS 5 TYPICAL a.SPNALr O 5 ROOF SHINGLES 1. ROOF9 SIB'Cox PLYWOOD SHFATMNG 2 a 12 RAFIEA$ 151 FELT PAPERWIND nl SIN+PSON H 2 S HURRICANE CLIPS BARRIER f 70'WIOEICMATER SHELD Ii A4 ALUMINUM DRIP EDGE I 2T<• NEW AZEK FASCIA.SOFFIT 8 ISHED DCRMERI SIMPSON 45TA24 STRAPS 1' PER DCTAI FIRE2E BOARDS TO MATCH Ex16TWG .H.DOOR D L 1 a]$TRAPPING"I 1?CYPSU.GO TYP.2 a 8 MALLS FASTEN SEAMS TO POSTS FASTEN RAFTERS TO OEM IS WI SIMPSON LCE4 a AM WI SIMPSON HID TIES POST CAPS CORNICE DETAIL KIN SCALE:1/2"=1'•O" 7y1 W.- 1 I14•LVLB f — - AtULT1 LVl RIOGEDEAU - - - - POSTDOWNFROM 7 a I RIDGE TO HEADER n 2 V IJ UNDER EACH `I END OF HEADER 3 I 2.1]T4-a II'LVL RIDGESEAAI I T-(T 14e' 416POST VPTO ! i ."l 1 RIDGEBEMf — A i D y M KF 7-1 ' 44GPOST UPTO 4{'' - 10'-0' 4'd- (SHED OORUER) A A AQ B. . A4 P'S > �BAL ON FRAA+ED ]'d - '44 i}1]N-411 T14 LVL }1]!<'a91?LVL HEADER § o � C !I "o BALLOON I y , I I , AS SI I C n FRAMED NOTES: J- 1.) ALL ROOF RAFTERS TO BE 2 x 10's ' i UNLESS OTHERWISE NOTED ! a4oPOST UPTO 2.) USE SIMPSON HURRICANE CLIPS R;OGEGEAM AT ALL RAFTERS ENDS j j 3.)VERIFY GUTTER TYPE/LAYOUT O -_-_-_1_ _ W/OWNERS ML'Ln IVL BEAM 1 ! q -� 2 a 12 RAFTER$QT— I O1 NEW 1171F LVL JOISTS Q 16'o o I 1 I II NEW ROOF TO BE SUILTOVER I �; EXISTING ROOF STRUCURE I II (USI SOU O CLOCKING IN THE OUTSIDE TWO I 1 JpST BAYS u]49'o.e �J }I14•a 11 TNT L NEAGE 4IN $TRAP PER O.N.4 STitA PER O.II. 4 L IN W T OUTSIDE M'O RAFT�J2 8 CEILNG JOIST BAYS D R OE TAIL p R qIL @ 4B'o,c..ALLOW SPACE FOR AIR 1 FLOW ON THE UNDERSIDE OF ROOF SHEATHING Ec- A A4 I 194T I� SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN 2Dd' ]za THE DESIGNER SHALL BE NOTIFIED IF ATJY COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: ERRORS OR THESEDAWJ.%GSWORTOSTARDON SCALE : DRAWING NO.: EEEKN043 BREWSTER ROAD CONSTRUCTION.THE BUILMNG CONORACTOR MASH PEE,MA. 02649 WILL BE RESPONSIBLE FORTHE CONTENT IN THESE DRAWINGS F CONSTRUCTION COMg1ECES WITHOUT NOTIFYING THE 111401 1_pII I PH.(508)274-1166 BARRIE RESIDENCE OESIGAEROFgNYERROL50Rpi+IS510115. A FAX(50 )539-9402 OHESE FTHEDOWNERNOTED A"'OTHERUSEOFE DATE : 105 CEDARWOOD ROAD COTUIT. MA COSENTOFTH DIEOUIRESTNEVALTTE:4 10/6/2013 CONSENT OF THE DESIGNER UNOTE THE ARCMTECTURAL COPYRIGHT PROTECTION ACT OF IM. PLAN OF LANDIN - COTUIT,' MASSACHUSETTS .62.00, _ 105 CEDARWOOD ROAD 5g' 23.29' - 1o, 20,142 sq, f t, _ 0,46 acres 73.4' EXISTING GARAGE PROPOSED CANTILEVER ADDITION �. 42.7' i o A1��1d,149 OF Mgss�c o`er CHRISTOPHER V S. cn KELLEY _ G) ' 0.37050 Q FGI - , JANUARY 10, 2013 — 3S . GRAPHIC SCALE C S KELLEY_ 8�' LAND . SURVEYORS 20 o ,a zo CEDARWOO 25 CENTER STREET D R.0AD ( IN FEET ) PEMBR OKE .MA 1 inch = 20 ft. i "DM NEW FLOOR JOISTS: 2xL'a LVL'e IL"o/q ' HEADERS: RIP TO BEAR ON ON o 0 HI - DBL 2x6 GRANITE EXISTING CONC. SLAB; LANDING SHIM AS REQUIRED. c 2A2 ROOF RFTERS IV./c H2- DEL 2AO FACE OF and STEP 3 3 TAPER 19 P OVER LENGTH WALL ABOVE - 1 Z r TOWARDS REAR. H3- DEL 2A2 a' '-3"t L- Z a COORDINATE TOP , 5 OF SUBFL'OOR FOR HI H2 HI LVL BAND JOIST CANTILEVER --FINISH LOO_RING 2O REUSED SLIDER OI FACE OF ADDITION • _ _ - - J - TO COVER EXISTING I CORNER BOARD � F— o , Ou~i •� JINZ F CX i- O 'N FLOORING NEW C.T. FLOWOOD OR; 0 BURY 4xL 1 zU1W BELOW1��1 PARALAM aW F 11 TILE SUPPLIED BY c POST IN Fa=z I ,n YII OWNER. m WALL (FROM 08-�t f li� 1 FLAT ¢r BATH SIDE) 1 3O=w 13'h JJJIII 1 LL CEILING -m N __-- _ H3 H3 _ I zU�m L-- --WAL- EMOVEB- - _—. - .--� ---- ------- OB. NO: 2503 FlE --iNEW SINK OR IN r- DRAWN: PDm XISTI TO RUN IN JOI T KYLIG SPACE:_CORE TO RE IN CRAW4 SPACE �SLppPE GALE:AS NOTED LINO CH G ) WALL AND TIE ICEILIN DATE:II/24/201 INTO--- FLOOR FRAMING PUMB'GIDR DRAIN L� EXIS I G _-TURAL OOD , BEAI ROOF: CHAI, E • EX NO C GE -�-EXISTING FOOTING: NO CHANGE i-------- --------------------- LI�fl I I------ '- ---------------- - I I I I 1 -EXISTING 8" CMU FOUNDATION; FILL VOIDS SOLID WITH CONC, INSERTING VERTICAL 45 REBAR I I FULL HT OF WALL,IV./c HORT. ROOF FRAMING EXISTING HOUSE FOUNDATION (NO WORK) CONSTRUCTION NOTES: FOUNDATION Ist FLOOR PLAN � e `�' o "M I. EXISTING CONCRETE MASONRY UNIT (CMU) FOUNDATION WALL TO REMAIN, FILL ALL i _ VOIDS SOLIDLY WITH CONCRETE TO TOP NEW CONSTRUCTION OF FOOTING: INSERT (1) tt5 REBAR VERT S jV EVERY 16", FULL DEPTH. I = 140 SF± J 2, EXISTING CONCRETE SLAB TO REMAIN, REMOVE CERAMIC TILE. cv 3. NEW FLOOR FRAMING SHALL BE CUT AND L!) SCRIBED TO SLAB WITH TOP OF FLOOR JOISTS SET 50 FINISH FLOOR ON 3/4" U lu ADVANTEX IS FLUSH WITH EXISTING FINISH ° �- a FLOORS (MAY VARY BETWEEN BEDROOM N 10 AND BATHROOM). ALL FRAMING TO BE 12"AFF� P P.T. NOTE CANTILEVER ON REAR. o / EXTEND DUCT BEL W W FLOOR THRU FOUND I I I q, REMOVE EX15TING SIDING COMPLETELY. WALL TO NEw EGIs Lu o COVER WITH 1/2" BLUEBOARD AND PLASTER. BELOW VANITY CO- EXISTING EXHAUST ORDINATE WITH P FAN THRU ROO - ADD DUCT EXTENSION OF VANITY TO REMAIN 5. TYPICAL NEW WALL CONSTRUCTION TO BE 2x4 IN CRAWL SPACE TO NEW P2 LLI Q ° STUDS 16"o/c UNLESS OTHERWISE NOTED. WHERE FLOOR REGISTER IN THIS ALIGNING A NEW WALL WITH AN EXISTING WALL. N z G � ^ Q l W FURR EXISTING WALL OR ALIGN STUDS OF NEW 3L"AFF V J o WALL AS REQUIRED TO MAKE FINISH SURFACE "�' ' O FLUSH IN A COMMON SPACE. J E I I I U- y lei )I P3 TEL N r � LL � 6• ROOF RAFTERS (2x12's I6"o/c TO BE SET EXISTING HEATING � I I ---'LEVEL, EXIS BUT TOPS CUT TO TAPER 1'b" OVER FLOOR REGISTER --' LENGTH. TOWARDS REAR WALL. TO REMAIN I Z VANITY REMOVED; O (V TING SINK\AND / ED; I I O n 1. NEW ROOF ON ADDITION TO BE RUBBER UTILIZE EXISTING (EDPM) ROOF. STRIP SHINGLES ON EXISTING PIPING AS POSSIEILE. H ROOF UP TO BASE OF EXISTING SKYLIGHT f3 o AND RUN RUBBER CONTINUSOUSLY TO THAT Q POINT: NEW ROOF SHINGLES (TO MATCH EXIST) 'IftG N FROM SKYLIGHT DOWN TWO COURSES. NO C}I}IAN\ Q Q < C) S. PI and P2, NEW LAVATORIES ARE FURNISHED BY Q IL,K/- N OWNER FOR INSTALLATION BY PLUMBER. O Ll N p 9. P3. EXISTING TOILET TO REMAIN, NO CHANGE pL w_ O ' ` 5 IL lJ c � IO.NEW VANITY AND COUNTERTOP TO BE FURNISHED ' w BY OWNER FOR INSTALLATION BY CONTRACTOR. _^ LO O m O 0 11. EXISTING BATHROOM EXHAUST FAN TO REMAIN L U (NO WORK). 12. NEW VANITY LIGHTING AND GF1 OUTLET BY OTHERS, LIGHT FIXTURES FURNISHED BY OWNER. SHEET NO. SEE COMPLETE SPECIFICATIONNS ON DRAWING Al. N � 1 Ist FLOOR HEAT, PLUMBING Ist FLOOR ELECTRICAL 0! o- "DM - 8 I C7 — O Z fi Q JOB. No: 2503 DRAWN: PDM SCALE:AS NOTED DATE:II/26/201 9 (,o Ltj Z w EXISTING J-1--J EXHAUSTOM fo (NO CHANGE) uj Q o N EXIST'G PLUMBING u (N.C.) •� 0 � EXISTING NEW EDPM(RUBBER)ROOF > � ' ' I-- 9KYLIGHTI - O 1 1 1 (L WRAP EDPM_ROOF _____-__ I-F s ry --- ------- -UP EXISTTNZ SLOP-E E ED1tlB0_O_� O O BASE O S I E QL a �( Y —EXIST NG AZEK TRII —GU7�ER O Lu _NEW ALUM_. 11L i — DOWNSPOUT CORNER '^ O EXISTING SIDING Q Q (NO CHANGE) /� OF DINING i c = Q 1 1/ Q AREA / wlti �!L _ BEYOND —DOWNSPOUS — OF IRLI ING = N ROOM 1 JL- o 3 BEYOND o U j GRANITE �- LANDING — o_ M (3 0 O I EXISTING B' CMU FOUNDATION: ADD REBAR j I ADDITION CNATILEVERS AND FULLY GROUT PER FOUNDATION PLAN I BEYOND EXISTING 0 I L I FOUNDATION I EXISTING IS' TK CONCRETE FOOTING i I I I SHEET NO. I--------- (NO WORK( -----' I ----------J REAR ELEVATION EAST ELEVATION .42 U "D14 O — Z rL av W cR13s � J Q JOB. No: 2503 DRAWN: PDM SCALE:AS NOTED DATE:II/24/201 ELEVATION I EXISTING -� INSULATED NEW AI:UMINUK ROOF PANELS COUNTER-PLASH'G UP-MIN-I2-FROM FLAT ROOP.RUBBER EXISTING ROOF UP e+COVE SKYLIGHT EXISTING ITH-NEIU2CAPIS INO CHA E) ROOF BEAMS SEAMLESS SHEET EDPM IRUBBERI ROOF SEAMLESS SHEET EDPM IRUBBERI ROOF CLAMP FOR CLAMP FOR EDPM RGOP /7 GUTTER REMOVED AND EDPM ROOF — RAFTER TAIL CUT PLUSH. Y V CONTINUOUS - CONTINUOUS - 4 02 ALUM G7ER/ s Z `y_ ALUM GUTTER _ _ 1_ BL 11 HEADER �10'FIBERGLASS 10'FIBERGLASS NEW,TRIM,AT BE INSULATION EUSE EXISTING HEADER NEW TRIM MAY BE II ( INSULATION ^ I I PVC)RIM III FOR OVER POCKET DOOR PVC 1AZEK7 DROP CEILING CONTINUOUS SOFFIT I I OF CORNEER: VAT BOTTOM ENT 2d2 RAFTERS IL'o/c DEL 2.5 HEADER .-. 2d2 RAFTERS IL'o/c / TAPER TOP AR. NEW TRACK TAPER TOP A R I I BEADS PITCH R REAR. AT POCKET I PITCH R REAR. I/1•PER FOOT DOOR. ❑ D I = I/1•PER FOOT Lu REQUIRED. m I I rid I N ILMASTER) BATH ( l DINING I I v AREA �_ EXI TI G I I MIRROR 'R w 3 DOORR NO I n I �eXISTING EXT RIOR BEYOND U REMOVE EXISTING CHANGE I i I I WALL REMOVEAT Z CEDAR SHINGLES BATHROOM / AND COVER WITH - �I I/Y BLUEBD AND - PLASTER. Lfl i 2.4 STUDS N•o/. II I I l� 2.4 STUDS IL'o/c 1/2'COX PLYWD C I I I / V SHEATHING -V 0IY LY I I 9HIOWIER N r, 1/2•CDX PLYWD 3.6'FIBERGLASS .BARRIER - ,. INO CHANGE) U SHEATHING INSULATION I I - - 3S'FIBERGLASS—' I/2'BLUE INSULATION WHITE CP IA)ATC�� Y BOARD 1 n O PLASTER 0 n/ SPACING ON LK. �- WHITE CEDAR EXIST'GHOUSE(STAINED - SHINGLES:MATCH )STAINED _ - 1L Q N OWNER PRIOR - O i I TO INSTALLING) � V$ ' � z it O GRANITE LANDING NEW 2 P.T.FLOOR I I 1 RIPPEDD TO THICKNESSS TO O TO " EXISTING CONCRETE SLAB -- EXISTING CONCRETE SLAB TO MAKE PLYWOOD SUBFLOOR - O L REMAIN:STRIP C.T.FROM TOP PLUSH WITH EXISTING T.SHIMS A9 REQUIRED O EXISTING CRAWL SPACE EXISTING TO LEVEL FLOOR Q CRAWL SPACE a I—)III—I III—)III—I (NO CHANGE) Q Q )III=1111 I=1Miii 11I1 QL Q O SEE NOTES ON FOUNDATION NEW u6 REBAR DOWELS -1111= PLAN,DRAWING Al. 1I)III II II II=1 AND FULLY GROUTED VOIDS Q Q L _ IN CMU:SEE FOUNDATION PLAN 1— =I111 � <f U � L 01 � o 0 0 SHEET NO. SECTION I SECTION 2 U Install matenals in accordance with manufacturer's printed D. EXTERIOR TRIM 09200 - PLASTERING • S C I I C T I O �15 instructions and approved pen relation Install materials in sequence and in proper relation to adjacent Fascia, soFfit, rake trim, and cornices shall be Ix Azek PVC A.INTERIOR WALLS AND CEILINGS construction and with uniform appearance. Co-ordinate with (or equal) to match existing profiles. Use Brosco moldings where - work of other Sections of these Specifications. required. Priming to be by others (see Section 09900). All interior surfaces scheduled to be plastered shall have o 01000 — CONDITIONS OF THE CONTRACT Replace materials and products damaged during installation. blueboard (veneer plaster base) with U.S. Gypsum Co. Diamond p p g g Veneer plaster. All surfaces (walls and ceilings) shall be E. EXTERIOR SIDING smooth finish. _ A_ CONTRACT Prior to completion, clean all surfaces, teat all mechanical and Siding shall be 10 White Cedar Clears, (5 "t exposure to Walls shall be screw fastened dmectl to wood framing: The Owner-Contractor Agreement to be executed shall be AIA electrical equipment, and perform similar operations as weather; align with adjacent existing walls). Cover all newt ceilings shall be furred and shimmed level with Ix3 wod . . g required to make work ready for occupancy. g g g g c Document A105 "Standard Form of Agreement Between Owner and sided exterior walls with Tyvek high density polyethylene fiber strapping prior to installing blueboard. {j Contractor for a Small Project, 1981 Edition, plus Supplementary I. CUTTING AND PATCHING air-infiltration barrier. Tyvek to be installed prior to window installation.Conditions included herein. Comply with Owner's installation. B. BLUEBOARD requirements far covers ee and limits for insurance rerred for Contractor shall perform all cutting and patching required r� this Protect; furnish Owner with current Certificate of Insurance. for all trades. Contractor shall repair all damage to F• GUTTERS Blueboard shall be 1/2" thick for both walls and ceilings. existing conditions caused by either the demolition or the Contractor shall furnish new aluminum gutters on new construction Plaster finish shall be smooth, including all ceilings. _ new construction. (along entire rear and side walls of addition); include two downspouts B. INTENT and ptitch gutters from corner towards the downspouts. 09660 - FLOORING V These Drawings and Specifications are complementary and are J. DEBRIS J o intended to provide the basis for a completely finished Do not permit accumulation of trash and waste materials A.WOOD FLOORING = QG ¢N project suitable for the intended use of the Owner. Items within the structure or around the exterior not in proper 06200 - MILLWORK Q .t, called for by one shall be considered required by both. P P Contractor shall sub-contract For all new pre-finished bamboo G� Q ^N An thing not ex rasa) set forth but which is reasonablg containers. Remove full debris containers promptly. wood flooring in new Office area. imp PI 9 p 9 A. INTERIOR WOOD TRIM ied or necessary For proper,performance of this workContractor shall remove all debris from the site at the All interior wood trim shall be Poplar to match existing shall be included unless expressly excluded by reference to completion of the project and at all times dispose of in a trim profiles in rest of house; no finger-,lonting where All finished flooring shall be even and level. There shall OB. No: 2503 'work by others'. legal manner. stain finish is indicated. Finger-jointingfor ainted wood- be no interior raised thresholds between Office and Bedroom. P DRAWN: PDM work only as approved by the wner. All paint and stain Floohn shall be delivered in unopened bundles and stored C. DIMENSIONS Do NOT bury any wood debris on the site. by others under Section 09900. g P with adequate air Contractor shall verify all existing conditions and shall circulation for a minimum of 1 days in the SCALE:AS NOTED be responsible for all discrepancies between dimensions of Furnish and maintain one 5-gallon ABC fire extmgmeher on B. CABINETS area where it is ie to be installed to allow ad�uetment to the ATE:II/26/201 the actual work and those shown on the drawings. Any site at all times until Substantial Completion. finished environment. differences that mag be found shall be submitted to the Contractor to install new vanity furnished to the job site Owner for decision before proceeding with the work. All removed materials with a salvage value shall remain the by the Owner in Master Bathroom as shown on the drawings. Comply with flooring manufacturer's printed instructions of the Owner and shall be stored where directed. the drawings, including new vanit counterto and recommendations For installation of flooring. Provide Contractor shall also bring to the attention of the Owner property 9 9 9 P� additional nailing as required to secure eubfloor, than and/or Architect any additional information (including dimensions install IS# red rosin paper between new wood floor and and details) necessary to execute the work, giving the Owner aubfloor. sufficient notification to permit preparation of additional material 02100 — SITE WORK 01100 - THERMAL PROTECTION required. A. SEWAGE DISPOSAL A. GATT INSULATION B.CERAMIC TILE D. PERMITS General Contractor shall install new ceramic the floor in All work shall conform to the Massachusetts State Building Prior to commencement, Contractor shall stake out location All occupied spaces shall have unfaced fiberglass extension of existing Master Bathroom. Code (latest Edition) and an other applicable codes and of existing septic tank and leaching Field. Keep all construct- insulation in Batts or rolls in the thicknesses shown, or if 9 erion activity and storage of materials a mimimun of 5' away not shown, general)g in the thickness of the wood framing Owner shall furnish all tile. contractor shall furnish all regulations. File documents with required regulatory from perimeter of this area. minimum R values shall equal or exceed 3-I/2" RII. 5-1/2" other materials (epoxy, grout, and accessories). Install in agencies. Obtain and pay all related fees and permit costs. R19, 9" R3O. Cover the innerface of all walls and ceilings accordance with Tile Council of America specifications and Obtain all required inspections and approvals. B. GRADING/FINISH WORK that have fiberglass insulation with 6 mil polyethelene instructions of adhesive and grout manufacturers. vapor barrier that has been installed in the largest E. GUARANTEE Ang damage or disruption to adjacent yard areas shall be unbroken sheets possible, in accordance with manufacturer's restored to original grade lines. Rake smooth and clear of printed instructions. C.CARPETING All work and material is to be fully guaranteed for one (l) stones or other debris for seeding by others. Any damage P There is no carpeting included in this Contract. year after final acceptance as complete. All materials to adjacent paved areas, roads. or walks (bituminous. concrete. P g furnished by the Contractor shall be new, except as or crushed stone or stone dust shall be restored by the 01300 - ROOFING AND MOISTURE PROTECTION specifically noted in the Drawings or in these Contractor to their original condition. 09900 - PAINTING Specifications, and shall be free of imperfections and A. ROOFING, GENERAL appropriate for the intended use. • 04100 - MASONRY Contractor shall furnish and insall continuous (seamless) EDPM A. SCOPE It to the intent of these Specifications that the materials rubber roof over entire surface of new flat roof anu up the slope All painting exterior and interior. shall be by others. Owner and equipment described be procured, erected, installed, A. CONCRETE MASONRY FOUNDATION WALLS of the existing roof to the base of the existing skylight Plashing shall sea that all Ceder shingles for the axtanor have been connected, used, cleaned, serviced, and conditioned in such Existing CMU foundation walls shall be reinforced with rebar and up the face of the adjoining (Irving Room) wall a minimum of 8". pre-stained prior to Contractor's installation on the exterior a manner that any and all guarantees and claims of the dowels as detailed on the Drawings. Use high-strength masonry Cover rubber on existing sloped-roof with two courses of ashphalt walls. respective manufacturers, fabricators, or processors be grout full depth of wall. shingles (matching the existing roof) below skylight; remainder o be fully binding. exposed rubber. Cover top edge of rubber on adjacent vertical Contractor is NOT responsible for filling nail holes in any trim, B. COLD WEATHER GROUTING AND PROTECTION wall with aluminum counter flashing a minimum of 12" above sloped roof interior or exterior, only for proper craftsmanship in all cuts and c l In the event that the use, conditions of use, or any surface and then tooth in new cedar shingles to patch. leaving fitting of trim; countersink finish nails. instructions specified herein are inconsistent with or When rout is placed at or below ambient air temperature minimum of 8" exposed metal flashing. Q contradictory to the manufacturer directions, of 40 F. or whenever such or lower temperatures are likely Install according to the roofin materiel supplier's anted (11 recommendations or instructions, notify the Owner prior to occur within 48 hours after placement cold weather g PP P 10100 - SPECIALTIES to ordering same. P instructions. se all hardware (edge sealing clamps) and \ 9 weather concreting procedures shall be Followed. To this end, accessories required by the manufacturer to maintain their �0 entire area affected shall be protected by insulated blankets. standard warranty. A. BATHROOM ACCESSORIES N F. TEMPORARY FACILITIES No salt, chemicals or other materials shall be used in mix to \ lower freezing point of the grout. shall e, medicine cabinets. Lauer fora and other accessories V — B. VENTILATION shall be furnished b the Owner for installation b the — Contractor and his sub-contractors shall have use of the y y existing Master bathroom during the course of the construction. During curing and at conclusion of curing period, means Install new continuous 2" white strip soffit strip along Contractor. Provide concealed solid wood blocking For all Facilities must be kept neat and clean throughout the course shall a pprovided, if necessary, to insure that temperature new horizontal soffit. Polystyrene vent channels in all toilet accessories as part of rough Framing. of construction. of air ad,acent to concrete does not fall more than 50° F each rafter bay. Framing. Q Contractor shall thoroughly clean at completion of construction. hour and not more than 30° F in 24 hours. Do not use frozen materials or materials containing snow. 15500 - PLUMBING / Contractor and his sub-contractors may use existing g ice or 08200 - DOORS AND WINDOWS Ld y electrical power and water during construction; normal Do not use calcium chloride, salt or other materials A.SCOPE utility costs shall be paid for by the Owner. A. WINDOWS containing antifreeze agents or chemical accelerators unless (Q otherwise accepted in mix design. - Contractor shall furnish and ins new windows as tall d Scheduled Owner shall subcontract separately for all plumbing work W 0 There shall be no smoking permitted inside the house at any - associated with this Project. Contractor shall make = N time duringconstruction- on the drawings plus new windows in existing window locations where so noted. reasonable allowances for Plumber to perform his work - ui including leaving walls and floors open for the performance m 06100 - CARPENTRY of work and providing a and, which allows the Plumber O � G. PROTECTION OF EXISTING CONDITIONS Verify ALL windows with Owner prior to placing final order; P 9 W / eneral construction operations to Contractor shall confine A. FRAMING LUMBER sizes, color, glazing, muntuna, and hardware. sufficient time to perform his work, secure inspections, and O � g ` as tight an area as possible around the addition and driveway. All lumber used for framing shall be as follows except All new windows, except as otherwise scheduled, shall be not delay the project. IL includingdebris storage and parking. Exercise extreme care where noted otherwise on the Drawings: Anderson 400 Series clad wood windows with Hi-Performance z O to protect existing trees, shrubs, and plants slated to Spruce-Pine-Fir (SPF) tr2 or better; moisture content lees Low-E4 glass, divided light with spacer; exterior grille - white. I5100 - HEATING AND VENTILATING remain. Uuon commencement of the project, Contractor and than 19%, surfaced 4 sides, Fb= 1,000 psi, Fc-125 psi, interior grille pre-finished white. Include full perimeter weather- Q Q N Owner shal together determine if any a rubs interfere with E=1,300,000 psi. Exterior wall framing typical)y 2x9 stripping. Exterior faces shall be vinyl clad color white. A.SCOPE the construction and then the Owner shall remove any shrubs construction 16" o/c, interior wall framing to be 2x4 Interior surfaces shall be Factory pre-finished white. Q in the way of construction prior to the commencement of construction, except as otherwise noted. Owner shall subcontract separately for all Heating work Q work. Windows shall be glazed with sealed insulated glass; all windows associated with this Project. Contractor shall make o B. PLYWOOD SHEATHING shall have fixed wood grilles on exterior, in the patterns shown. reasonable allowances for Heating sub-contractor to perform W Access for deliveries and for dumpster shall be along his work including leaving walls and floors open for the Q Ndriveway; do NOT intrude into tree line; restore any All plywood shall be Fir, as Follows: Interior hardware shall be Anderson PSC Classic series - white. performance of work and providing a schedule which allows disturbed lawn areas to original conditionn upon completion Walls - 1/2" C-D INT APA with exterior glued, unsanded. the Heating sub-contractor sufficient time to perform his of project. Roof - 5/8" Structural II C-D INT APA, unsanded. Include removable insect screen, white, for all units furnished. work, secure inspections, and not delay the project. 0 3-J (`I Floors - 3/4" C-C INT APA with exterior glue, tongue W / Contractor shall seal off remainder of house from rooms and grooved (glue and nail to joist). B.EXTERIOR DOOR' (f) W p where demolition is occuring. using 6 and polyethelene and I/2" INT-DFPA touch sanded for underlayment: 16100 - ELECTRICAL 0 U C wide masking tape. Relocate dust barriers" as required Exterior door (sliding glass door) shall be existing door at rear during the course of the work. Protect all exalting wood DO NOT use luan'plywood for underlayment. of Master Bedroom carefully removed and reinstalled. Notify A.SCOPE [floors with red rosin paper during construction. Owner of any deteriorated materials or other deficiencies in the O LO 0 C. FASTENERS existing door which would make a less-than-weathertight and Owner shall subcontract separately for all Electrical work �[ H. INSTALLATION proper installation worthy of a guarantee. associated with this Project. Contractor shall make Q of All nailing shall be in accordance with the Massachusetts Replace completely all exterior and interior casings. W reasonable allowances for the Electrician to perform — U p Take field measurements prior to fabrication where State Building Code (latest edition) and the American his work including leaving walls and floors open for the Q practical. Form to required shapes and sizes with true. Plywood Association; use more stringent requirements. Nails C.INTERIOR DOORS performance of work and providing a schedule which allows straight edges, lines and angles. Provide inserts and for plywood sheathing (floor, walls, and roof) shall all be the Electrician sufficient time to perform his work, templates as needed For the work of other trades. hot dipped galvanized. All interior doors shall be IS-life solid clear pine, secure inspections, and not deli the project. SHEET NO. m P scheduled. Morgan French door, minimum thickness I A' P 9 P J (L Annular nada_shall_be-.used..in subflooring.l5impeon H=3 with solid wood jambs (stain grade), to be hung on concealed a fFasteners (Hurricane Anchors) shall be used for late tc sliding door track. Include bright brass finger pull in end n rafter connections. 'p well as each aide. General Contractor shall assist separately sub-contracted / of trades (plumbing, heating, electrical) with ang penetrations 3 of existing concrete or masonry walls for their pipes, wires, / - or ducts. U I"DlW o E s _o z V z U GARAGE WORK SHOP -------------------' JOB. NO: 2503 DRAWN: FDN SCALE:AS NOTED DATE:11/26/201 DECK COVERED PATIO PORCH 3�0 DN j DINING ____ XISTING FOUNDATION --__________ - 1 o�PROPOSE TION KITCHEN ,, U z ° -; CLOSET _ r r W n I I I �/ /� p ' 1 5� U 1 LIVING Li xLL ' DN 1 1/ rry# LIVING — ROOM O W 2J4A& O � O p BEDROOM 1 ROOM -- �- B E D R M 43 < — Q QL p BEDROOM 42 N Ll cf , —P 111r� F- 7 r- (L p v n / { SHEET NO. { n_ lst FLOOR PLAN 2nd FLOOR PLAN N =S U P 164 Georq e N. P -e1 1 /` �ire r o � , /0 f Pres..co ::ea� V `O Ilk Av 19 i . N Aso �� WOO d 166 - 165 �' o 16; �9 s '0 � ,4:CSRoo ' sync Pi, I P 1 ?ANAS N 77"3 4a - �2'44 N "DON USE LEDGER LOCK BOLTS - NEW FLOOR JOISTS: Cie iI — o $ TO FASTEN HEADERS: P.T. 2xL LEDGER DEL 2xL P.T_GIRDE P.T. 2xL'e 16•o/c: — v TO FOUNDATION I RIP TO BEAR ON ON $$$ HI - DBL 2x8 EXISTING CONC. SLAB: I 2 O u SHIM AS REOUIRED. O 3 LANDING 3 2x12 ROOF RFTERS IL'o/c H2- DEL 2dO 'FACE OF I W TAPER I' OVER LENGTH WALL ABOVE _+ FACE OF ADDITION TO 'T 19'.-l"t BUTT EDGE OF EXIST'G g TOWARDS REAR. H3- DEL 2d2 I e COORDINATE TOP CORNER BOARD I 3'-8" G OF SUBFLOOR FOR r�L FH HI yC TIL E cv , FINISH LOORING REUSED SLIDggqppp-u� THISW MO v UP IDE.DN I TK FOLINE OFw M JOST n l BELOW N WOODPIPESH NGE S PARALAYI I FLOORINGNEW C.T. FLOOR POST IN =I TO BUTT EXISTING:� ITILE SUPPLIED BY WALL (FROM U OWNER.BATH SIDE) I_ ----_ H3 .. H3 .. I - O OVED - .. ... o .. - ._.=._.— I ___ ______ . trE I NEW SINK DR IN r- _ DRAWN•XISTINIG TO RUN IN'JOI T pWI IKYLIG�'(T SPACE:_COR r p SCALE:AS NOTED 1 CRAWL SPACE -ate ESL P d �IHI•jj p E 1lNO CHANGE) WALL 'AND TIE �OQ (CEILING - ATE:II/26/201 L-.--� INTO EXISTING QWO -.. L FLOOR FRAMING PLUMB'G;DRAIN l EXIS,ING STRUCTURAL WOOD : .. -. O W W ❑ . BEAr ROOF; NO CHAN 'E EX Wf UH I amU NO C GE --- --- -- ---- pp EXISTING FOOTING: NO:CHANGE -- -- -- - N. Ll I EXISTING 8 CMU FOUNDATION:- .. FILL VOIDS SOLID WITH.CONC, � � � - ' INSERTING VERTICAL u5 REBAR I I FULL'HT OF:WALL.16•o/c HORT. ROOF FRAMING I .. .... EXISTING HOUSE FOUNDATION (NO WORK) CONSTRUCTION NOTES: FOUNDATION Ist. _F:LOOR PLAN I. EXISTING CONCRETE MASONRY UNIT (CMU) FOUNDATION WALL TO REMAIN. FILL ALL VOIDS SOLIDLY WITH CONCRETE TO TOP NEW CONSTRUCTION �I OF FOOTING: INSERT (1) US REBAR VERT EVERY 16". FULL DEPTH. _ .122 Sft 2. EXISTING CONCRETE SLAB TO REMAIN. REMOVE CERAMIC TILE. �I 3. NEW FLOOR FRAMING SHALL BE CUT AND SCRIBED TO SLAB. WITH TOP OF FLOOR r l JOISTS SET SO FINISH FLOOR ON 3/4" p �J. ADVANTEX IS FLUSH WITH EXISTING FINISH - FLOORS (MAY VARY BETWEEN BEDROOM AND BATHROOM). ALL FRAMING TO BE C1 P.T. NOTE'CANTILEVER ON END AND REAR. — F NEW WALL L' THICK TO ALLOW FOR PLUMBING PI P2 12'AFF / q• REMOVE EXISTING SIDING COMPLETELY: PIPES. LAW COVER WITH 1/2" BLUEBOARD AND PLASTER. : - ADD DUCT EXTENSION EXTEND DUCT'BEL : - W LO 5'. TYPICAL NEW WALL CONSTRUCTION TO BE 2x9 IN CRAWL SPACE TO NEW FLOOR:T.HRU'POUND EXISTING EXHA T �:Q FLOOR REGISTER IN THIS WALL TO NEW REGIS PAN THRU ROO v STUDS I6"o/c UNLESS OTHERWISE NOTED. WHERE BELOW VANITY: CO- TO REMAIN ALIGNING A NEW WALL WITH AN EXISTING WALL. ORDINATE WITH TYP PURR EXISTING:WALL'OR ALIGN STUDS:OF NEW OF VANITY 3L AFF __ ____- WALL AS REQUIRED TO MAKE FINISH SURFACE j FLUSH IN A COMMON. SPACE. [] Q� TEL Q I I ' N _ LY-1 6. ROOF RAFTERS (2x12'a IL"o/c TO BE SET EXISTING HEATING c1 P3 I I LEVEL, BUT TOPS CUT TO TAPER I'A" OVER FLOOR REGISTER - TO REMAIN -AN I I Z O (1] LENGTH: TOWARDS REAR WALL: EXISTING SIC-AND w UTILIZE REMOVED: • 1. NEW ROOF.ON:ADDITION TO BE RUBBER O u (EDPM) ROOF, STRIP SHINGLES ON EXISTING PIPING'AS POSSIBLE. v ROOF UP TO BASE OF EXISTING SKYLIGHT Ca o AND RUN RUBBER CONTINUSOUSLY TO THAT / 0 LLLJJL-�/1 POINT; NEW ROOF SHINGLES (TO MATCH EXIST) 0_ FROM SKYLIGHT DOWN TWO COURSES. 8. PI and P2. NEW LAVATORIES ARE FURNISHED BY \ 0 Q OWNER FOR INSTALLATION BY PLUMBER. w W 0 9. P3. EXISTING TOILET TO REMAIN, NO CHANGE Q 1 0 � IO.NEW VANITY AND COUNTERTOP TO BE FURNISHED ~ BY OWNER FOR INSTALLATION BY CONTRACTOR. Lh O O1 II. EXISTING BATHROOM EXHAUST FAN TO REMAIN (LO U o (NO WORK). Q 12. NEW VANITY LIGHTING AND GFI OUTLET BY OTHERS, SHEET NO. LIGHT FIXTURES FURNISHED BY OWNER. (L / SEE COMPLETE SPECIFICATIONNS ON DRAWING A4. 1 N Ist FLOOR HEAT, PLUMBING Ist FLOOR ELECTRICAL U 1ti O Q.1"DW . . N O = OB. NO: 2503 DRAWN: PDM SCALE:AS NOTED ATE:II/26/201 wi ...moo U v G \ z i _\ s - BATHROOM - —\ .� - .. "EXHAUSTfin .. .. - .. :: '.INO CHANGE) ... :: ..... \� .. .Q VENTBING - :. i HXIBTIIIG j BKYUGHTI - NEW EDPM(RUBBER)ROOF .. WRAP EDPM ROOF W 4G �: o w -UP-EXISTING SLOPE-------- r—NEW-EDEt1-R.0_0.1 /.. TQ ..... i — 'REMOVE Z �L fn .. .. ..... ... .... ... .. —EXISTING. / .. _ .. .. AZEK-TRIM .. —GUTTER Lu — DOW SPOUT EXISTING SIDING I ING Q .0 + � .. O DINING v AREA BEYOND wl� w U OOR IVING �/ / _DOWN SPOUT. _ .. ..A ROOM — ) JZ U BEYOND qW — .. - ... IL O .. ... .. - - - - - - 0 LANDING O - I EXISTING 8'. CMU FOUNDATION; ADD REBAR ADDITION CNATILEVERS.i AND FULLY GROUT PER FOUNDATION PLAN I BEYOND EXISTING I FOUNDATION I EXISTING 15' TK CONCRETE FOOTING i I I I SHEET NO. I fNO.WORK) REAR ELEVATIONEAST ELEVATION /4 -2 J "D14 2 I/o,. I' I OG IF w o E C Q u ' CR136\ . MIRROR �. MIRROR O J c Q OB. NO: 2503 4 DRAWN: PDM SCALE:A9 NOTED ATE:II/26/201 i" ELEVATION EXISTING .. INSULATED .: .. .. i .. - NEW AL"UMINUH ROOF PANELS ' - / COUNTER-PLABMG MIN-D=PROM FLAT ROOP.RUBBER EXISTING UP B"cOVER .:SKYLIGHT EXISTING N -CL7PBD9. INO CHA E) ROOF;BEAMS - SEAMLESS SHEET EOPM,(RUBBER)ROOF /- SEAMLESS SHEET EOPM(RUBBER)ROOF - CLAMP FOR _ CLAMP'FOR EOPM ROOP'j GUTTER REMOVED AND EDPM ROOF — JJ ((( RAFTER TAIL CUT FLUSH. /�'/ �-/�, Y� CONTINUOUS / CONTINUOUS A 1. :�N �I I BL 2d2 AW/M-GUTTER I ALUM GUTTER l/' 10-P83ERGLAS9 y �10*FIBERGLASS - HEADER NgW TRIM MAY BH 1 (NBULATION RELISH EXISTING HEADER NEW TRIM MAY BE I 1 INSULATION `j I DROP CEILING (V .. /PVC(AZEK) I FOR OVER POCKET DOOR PVC 6'!ZEK): AT BOTTOM CONTINUOUS 80PPIT . - : .:.. OF HEADER; {: O VENT 2d2 RAFTERS 16'o/c f DBL 2d3 HEADER 2d2 RAFTERS IL'o/c I I •/CORNER C`I TAPER TOP FOR NEW TRACK 4 TAPER TOP FOR _ BEADS IP/14*PER FOOT DOO POCKET I q5 PITCH POOTR• 13 REOUIRED. ❑ ❑ I S I I - L" a 0 MASTER i BATH ( 1 DINING `r v AREA 08 R°o" M _ I EXISTING EXT RIOR 'p S( - I R WALL REMOVEAT BEYOND. CEDAR EXISTING CHANGE i BATHROOM AND COVERR WITH .� 1/2'BLUEBD AND .. Hi / PLASTER. _ r 2A STUDS IL•we .. �Q 2.4 STUDS 1L'o/c .�' .. .. 0 ::: 1/2-CDX PLYWD J I. W SHEATHING L MIL POL EXISTING - i VAPOR I: SHOWER 1/2'CDX PLYWD 3.6'FIBERGLASS BARRIER - (4 0 CHANGE( Q 8H8ATNING O INSULATION a 3.6'FIBERGLASS 1/)'BLUE INSULATION �' WHITE CEDAR BOARD 1 - �- 1• - SHINGLES;MATCH PLASTER W�M1IT6 CEDAR 2' 8P 8T'G 14ONUSE' I �_ Q IK .: .: BMINGLEB:MATCH r STAINED-BOYR LL OWNER ALLING) - NEW WD BASEBOARD ALONG ENTIRE PIR DECKING I r WALL:MATCH EXIBT'G IN KIND NEW 26 P.T.FLOOR JOISTS _ _ VC. .... .. I_L�.Cr.�.-.1��.-L fy� ... ... O_ O N 4 _ _ _ _ _ RIPPED TO THICKNEBLOOR - — - �)_ P.T.2.L',IL'dc - EXISTING CONCRETE SLAB - I PLUSH WITH E%ISTINGF ~ O L EXISTING CONCRETE BLAB TO RB"AIN:STRIP C.T.PROM TOP Q W O I OBL 26 P.T.GIRDER I- - - T.EVELSHIMS PL REQUIRED EXISTING CRAWL SPACE EXISTING TO L6VHL FLOOR _ CRAWL SPACE LK- - (I_ 1j-I II—I (III—(III—I (NO CHANGE) Q Q 1111=� - 1=I 11 I=I Ill QL Q BHH NOTES ON FOUNDATION NHW o6 RHBAR DOWELS Q - PLAN.DRAWING Al. AND FULLY GROUTED VOIDS -IIII-I - (IIIlllllT—I IN CM14 SEE FOUNDATION PLAN N U L-3 Ln SHEET NO, SECTION I SECTION 2 N Q1 / U Irietall materials m accordance with manufacturer'a printed D. EXTERIOR TRIM 09200 - PLASTERING metructions and approved submittals. Install materiels in "DIW proper sequence and in roper relation to adjacent Fascia, soffit, rake trim, and cornices shall. be Ix Azek PVC A.INTERIOR WALLS AND CEILINGS SPECIFICATIONS construction and with uniform appearance. Co-ordinate with: (or a ual) to match existing profiles. Use Brosco moldings where work of other Sections of these Specifications. q g P g required. Priming to be by others (see Section 09900). All interior surfaces scheduled to be plastered shall have 01000 - CONDITIONS OF THE CONTRACT Replace materials and products damaged during installation. blueboard (veneer plaster base) with U.S. Gypsum Co: Diamond C>Cie 1--- p p 9 9 Veneer plaster. All surfaces (wells and ceilings) shall be Q E. EXTERIOR SIDING smooth finish. Z L, A. CONTRACT Prior to completion, clean all surfaces, teat all mechanical and Siding shall be 16" White Ceder Clears, (5 "t exposure to Walls shall be screw fastened direct) to wood framing: electrical equipment, and perform similar operations as P 9 g: e! The Owner-Contractor Agreement to be executed shall be AIA required to make work reedy for occupancy. weather; align with adjacent existing walls). Cover all newlg -ceilings shall be furred and shimmed level with Ix3 wood . . ., 'GS o Document A105 'Standard Form of Agreement Between Owner and aided exterior walls with Tyvek high density polyethylene fiber strapping prior to installing blueboard. Contractor for a Small Project, 1981 Edition, plus Supplementary 1 CUTTING AND PATCHING air-infiltration barrier. Tyvek to be installed prior to window . F— General Conditions included herein. Comply with Owner's installation. B. BLUEBOARD requirements for covers ee and limits for insurance:re cared for Contractor shall perform all cutting and patching required q g q for all trades. Contractor shall repair all damage to P. GUTTERS Blueboard shall be I/2' thick for both walls and ceilings. this Project; furnish Owner with current Certificate o Insurance. existing conditions caused by either the demolition or the Contractor shell furnish new aluminum gutters on new construction Plaster finish shall be smooth. including all ceilings. _ new construction. - (along entire rear and side walls of addition); include two downspouts B. INTENT and ptitch gutters from corner towards the downspouts. 09660 - FLOORING Q `� ¢e These Drawings and Specifications are complementary and are J. DEBRIS J intended to provide the basis for a completely finished Do not permit accumulation of trash and waste materials e for the intended use of the Owner A.WOOD FLOORING = pC project suitabl Items within the structure or around the exterior not in proper OL200 - MILLWORK Q called for by one shell be,considered required by.both. P P Contractor shall sub-contract for all new pre-finished bamboo An thin note ressl set forth but which is reasonablg containers. Remove full debris containers promptly. wood flooring in new Office area.impli - Q 9 xP g k A. INTERIOR WOOD TRIM ahall i necessary for proper performance of this war Contractor shall project deans from the site at the All interior wood trim shall be Poplar. to match existing 'hall-be included unless expressly excluded by reference to completion of the.project end at all times dispose. or m a. trim profiles in rest of house: no finger-jointing.where All finished flooring shall be even and level. There shall OB. NO: 2SO3 work'fy others'. legal manner. stain finish is indicated. Fin er- antra for painted wood- be no interior raised thresholds between Office and'Bedroom. g g P DRAWN: PDM work only as approved by the �wner. All paint and stain Flooring shall be delivered in unopened bundles and stored C. DIMENSIONS Do NOT bury any wood debris on the site. by othere under Section 09900. P Contractor shall verily all existing conditions and.shall with adequate air circulation for a minimum of 1 days in the SCALE:AS NOTED be responsible for all discrepancies between dimensions of Furnish and maintain one 5-gallon.ABC fire extinguisher on B. CABINETS area where. it.is to be installed to allow.adjustment to the ATE:II/26/201 the actual work and.those_shown on the drawings...Ang site at all times until Substantial Completion. finished environment. differences:that mat be found shell be submitted to the - Contractor to install new vanit furnished to the job site Owner. for decision before proceeding with the work. - All removed materials with a salvage value shell remain the bg the.Owner in Master Bethroyom as.shown on th drawings. Comply with flooring manufacturer's printed instructions Contractor shall also bring to the attention of the Owner property of the Owner and shall be stored where directed. the drawings, including new vanity countertop. and recommendations for Installation of flooring. Provide end/or'Architect any additional information.(including dimensions additional nailing as required to secure eubfloor, than install-15a red roam paper between new mood floor and .. and details) necessary-to-execute the work, giving.the material - subfloor. .. sufficient notification-tdpermit preparation of additional malarial 02100 — .SITE WORK 01100 - THERMAL PROTECTION ... required. ... .. A. SEWAGE DISPOSAL A. BATT INSULATION B.CERAMIC TILE D. PERMITS General Contractor shall install new ceramic tile floor in All work shall conform to the Massachusetts State Bwldm Prior to commencement, Contractor shall stake out'location All occupied spaces shall have unfaced:;fiberglass extension of existing Master Bathroom. - 9 insulation m batta'or rolls m the thicknesses shown or d Code (latest Edition) and an other's applicable codes and of existing septic tank end leaching field. Keep'all construct- ' g PP win activity and storage of materials a mimimun of 5'_ away not shown..generally in the thickness.of.the.wood framing: Owner shall furnish all tile. contractor shall furnish all. .. regulations.' -File documents with required regulatory from perimeter of this area. minimum R value. shall:equal or exceed 3-1/2" RII. 571/2" other materials (epoxy, grout, and accessories). -Install in agencies. Obtain and pay all related fees and permit costa. RI9, 9" R30. Cover the mnerface of all wells end cedmga accordance with Tile Council of America:specifications and - Obtam ell required inspections and approvals. B. GRADING/FINISH WORK that have fiberglass insulation with 6 mil polyethelene instructions of adhesive and grout manufacturers. Any dame a or di'sru Lion to adjacent ern areas shall vapor barrier that has been.installed in the largest E. GUARANTEE E 9 P J 9 unbroken sheets possible, in accordance:with manufacturer's rea ores to original grade lines. Rake smooth arid.clear of printed_instructions. C.CARPETING All work and material is to be fully guaranteed for one (1) stones or other debris for seedingb others. An damage ear after final acceptance as complete. All materials y y g - - There is no carpeting included m this Contract. g P P to adjacent paved areas, roads, or walks (bituminous. concrete. furnished by the Contractor shall be new, except as or crushed stone or stone dust shall be restored by the 01300 - ROOFING AND MOISTURE PROTECTION eppecificelly noted in the Drawings or in these Contractor to their original condition. 09900 PAINTING Specifications, and ''shall be free of imperfections and A. ROOFING. GENERAL appropriate for the intended use. A. SCOPE 04100 - MASONRY Contractor shall furnish and msall continuous (seamless) EDPM It is the intent of these Specifications that the materiels rubber roof over entire surface of new*flat roof enu up the slope All painting exterior and interior, shall be by others. Owner and equipment described be procured, erected, metalled, A. CONCRETE MASONRY FOUNDATION WALLS of the 'existing roof to the base of the existing skylight flashing " shalt sea that all Cedar shingles for the exterior have been connected, used, cleaned. serviced, end conditioned m each Existing CMU foundation walls shall be reinforced with refer and up the face of the ad,Ioining (Irving Room) wall a minimum or 8 . pre-stained prior to Contractor's installation on the exterior a manner that any and all:guarantees and'claims of the. dowels as detailed on the Drawings. Use high-strength masonry Cover rubber on existing sloped roof with two courses of ashpphalt walls. respective manufacturers, fabricators, or processors:be grout full depth of wall. - shingles (matching the existing roof) below skylight: remainder to be fully binding. exposed rubber. Cover top edge of rubber on adjacent vertical Contractor is NOT responsible for fillingg nail holes in any trim, B. COLD WEATHER GROUTING AND PROTECTION wall with aluminum counter fleshing a minimum of 12' above eloped roof interior.or exterior, only for proper craftsmenship in all cut. and C4 In the,event that the use, conditions of.use, or any .- - : surface and then tooth in new cedar shingles to patch, leaving fitting of trim; countersink finish nails. instructions.specified herein are inconsistent with or - When gout is placed.at or below ambient air temperature minimum of 8' exposed metal fleshing. Q contradictory to the manufacturer directions, of 40 F, or whenever such or lower temperatures are likely Install according to the roofingmatenel�supplier'' rinted ' ty recommendations or instructions, notify the. Owner prior to occur within 48 hours after placement cold weather P 10100 - SPECIALTIES to orderingsame. P instructions.accessories Use all hardware (edge reeling clamppsin and � � � weather concreting procedures shell be followed. To this end, eccasaoriea required by the manufacturer to maintain theirLH entire area affected shall be protected bg insulated blankets. standard warranty. A. BATHROOM ACCESSORIES - - - rl F. TEMPORARY FACILITIES No salt. chemicals or other materials shall be used in mix to , ` lower freezing point of the grout. Mirrors, medicine cabinets. Cower fora and other y the V B. VENTILATION shell'be furnished b the Owner for installation b the Contractor and his sub-contractors shall have use of the � � 9 existing Master bathroom during the course of the construction. During curing and at conclusion of curing period.:means Install new continuous 2" white strip soffit strip along Contractor. Provide concealed solid wood blocking for all - Facilities must be kept neat and clean throughout the course shell be rovided, d necessary, to insure that temperature new horizontal soffit. Polystyrene vent channels in all toilet accessories as part of rough framing. of construction. of air adjacent to concrete does not fall more than 50' F each rafter bay. framing. Q Contractor shall thoroughly clean at completion of construction. hour and not more than 30° F-in 29 hours. Contractor and his sub-contractors me use existing Do not use frozen materials or materiels containing ice or snow: 15500 PLUMBING y g 08200 - DOORS AND WINDOWS s electrical power and water during construction; normal Do not use calcium chloride. salt or other materials A.SCOPE utility costs shell be paid for by the Owner. A. WINDOWS containing antifreeze in or chemical accelerators anises f0 - - otherwise accepted:in mix design. - q: p Contractor shall furnish and install new windows as Scheduled : Owner shall subcontract-separately for all plumbing work: UJ There shall be no smoking permitted inside the house at any associated with this Project. Contractor shall make _ "� time Bunn constructon. on the.drawing' plus new windows in existing window locations J g where so noted. g reesonable,ellowences for Plumber to perform_ his work including leaving walls and floors open for the performance m 06100 CARPENTRY of work and providing a schedule which allows the Plumber O G. PROTECTION OF EXISTING CONDITIONS. Verify ALL windows with Owner prior to placing final order; P 9 � / A. FRAMING LUMBER sizes, color, glazing, muntins, and hardware. sufficient.time to.perform his work, secure inspections, and O �[ s Contractor. shell confine general construction operations to - - not delay the project. as tight an area as poa'ibla around the addition and driveway. All lumber used for.framing shall be as follow'.except All new windows, except as otherwise scheduled; shell beIL including debris storage and parking. Exercise extreme care where noted otherwise on the Drawings: Anderson:400 Series clad wood windows with Hi-Performance Z to protect existing trees, shrub', and plants elated to Spruce-Pine-Fir ISPF) i92 or better; moisture content lees Low-E4 glass, divided light with spacer,.exterior grille - white. 15100 - HEATING AND VENTILATING fin remain. Upon commencement of the project. Contractor and than 19%, surfaced 4 sides, Fb-.1.000 psi, Fc=125 psi, interior grille pre-finished white. Include full perimeter weather- O O w Owner shell together determine if any shrubs interfere with E=1,300.000 psi. Exterior wall..rraming typically 2x4 stripping. Exterior.faces :hall be vingl clad color white: A.SCOPE O the construction and then the Owner shall remove any shrubs construction IL" o/c, interior wall framing to be 2x4 Interior surfaces shall be fectory'pre-riniahed white.' in the way of construction prior to the commencementit, .of construction, except as otherwise noted. Owner shall subcontract se aratel for all Heating work (� work. Windows shell be glazed with sealed insulated glass: all windows associated with this Project: Contractor shell make O B. PLYWOOD.SHEATHING shell have fixed wood grilles on exterior, in the patterns shown. reasonable allowances for Heating sub-contractor to perform 0 Access For deliveries end for du pater shell be along his work includingleaving walla and floors open for the Q f0- driveway: do NOT intrude into tree,line:, restore any All plywood shall be Fir, as follows: Interior hardware shall be Anderson PSC Classic series - white. performance of ork and providing a schedule which allow. Q Ll disturbed lawn areas to original conditionn upon completion Walls - I/2" C-D INT APA with exterior glued, unsanded. the Heating sub-contractor sufficient time to perform his O of project. Roof - 5/8" Structural II C-D INT APA, unsanded. Include removable insect acreen, white, for all units furnished. work, secure inspections. and not delay the project. 0 1 J hi Floors - 3/4' C-C INT APA with exterior glue, tongue W / Contractor shell seal'off remainder of house rrom rooms and grooved (glue and nail to joist). B. EXTERIOR DOOR to W p where demolition is occuring, using 6 mil polyethelene and I/2' INT-DFPA touch sanded for underlayment; ILI00 - ELECTRICAL Q c wide masking tape. Relocate dust barriers" as required Exterior.door.(sliding glass door) shall be:existing door at rear .. U 5 Z during the course of the work. Protect'all exalting wood DO NOT use Juan plywood for underlagment. of Master Bedroom carefully removed and reinstalled. Notify A.SCOPE (� floors with red rosin paper during construction. Owner of any deteriorated materials or other deficiencies in the O Lb a - C. FASTENERS existing door which would make a less-than-weathertight and Owner shall subcontract se aratel for all Electrical work O O 1O H. INSTALLATION proper installation worthg of a guarantee. associated with this Project. Contractor shell make ai neib i shall be in accordance with the Massachusetts Replace completely all exterior end interior casings. a-- All _ U 9 reasonable allowances for the Electrician to perform p Take field measurements prior to fabrication where State Building Code (latest edition) and the American his work' including leaving walla and floors open for the Q practical. Form to required shapes and sizes with true, Plywood Ae'ocmtion; use more stringent requirements. Nails C.INTERIOR DOORS performance of work and providing a schedule which allows straight edge&,:lines and angles. Provide inserts and for plywood sheathing (floor, wells, and roof) shall all be - the Electrician sufficient time to perform his work,' templates as needed for the work of other trades. hot dipped galvanized. All interior doors shall be 15-lite solid clear pine, as secure inspections, and not delay the project. SHEET NO. m P .. scheduled Morgan French door, minimum thickness 16' (L Annular_nails shall be used in subflooring. Simpson H-3 with solid wood jambs (stem.grade), to be hung on concealed m - fasteners (Hurricane Anchors) shall be used for plate to sliding door track. Include bright brass finger pull in 'end rafter connections. well as each aide. General Contractor shall assist separately sub-contracted N trades (plumbing, heating, electrical) with any penetrations or emoting concrete or masonry wells for their pipes, wires. / or ducts. U "DON USE LEDGER - LOCK BOLTS --- - R V TO FASTEN NEW FLOOR JOISTS: - HEADERS: P.T. 2.1 LEDGER DBL O 2xL P.T. GIRD P:T. 2xL'n IL"o/a _ TO FOUNDATION -- RIP TO BEAR ON ON HI - DBL 2x8 EXISTING CONC, SLAB; I SHIM AS REQUIRED. I 3 LANDING 2x12 ROOF RFTERS IL"o/c H2- DBL 2AO FACE OF I o I .. W . TAPER I' OVER LENGTH WALL.ABOVE .. FACE OF ADDITION TO o e COORDINATE TOP CORNER BOARD TOWARDS REAR. - H3- DBL 1x12 `t 19'.-l°t '" BUTT EDGE OF EXIST'G OF SUBFL 0 FOR O O H HI H HI _ _ _ C,1 TIL w FINISH LOOKING-- IO REUSED SLIDER - \ THIS WALL Of W TO BE L'. UP 'DE DN �J (� ® TK FOR 0 = I 1f I LINE OF BURY 1 L �I M L J ST + r FOUND N WOOD PIPES x H NGE S FLOORING rlav NEW C.T. FLOOR -J - POST INM =I - I "� TO BUTT EXISTING! Q CC ¢n WALL IFROM U _ I I I �-' CFLAT EILING TILE SUPPLIED BY BATH'SIDE) I .... : qi/, / I u., OWNER; d� .Q - ---- H3 H3 ..... ... .. .�.. I L- --WAL-REMOVED — - -- ------ JOB. No: 2503 — - rN I'-8� DRAWN: PDM I NEW SINK J IN IEXISTINIG TO'RUN IN JOI T Ow 1 1 SKYLIG,T - SPACE;-CORE F p SCALE:AS NOTE ITO RE��jVAIN - CRAWL SPACE LLp �SLpP d ZING CHkNGE) WALL'AND TIE DOQ ICE DATE:ATE:II/26/201 L_-_1 I INTO EXISTING W O L_ 1 .. .: .. : .FLOOR FRAMING PLUMB'G;DRAIN LLO�: EXIS,1 G STRUCTURAL� OOD� � - � Q . BEA ROOF; NOCHAN 'E ... .• ... : �Wul. ... W~� Ll 4=0 NO C GE EXISTING FOOTING: NO CHANGE I-- ____ ,.. .. ❑. .. .. 1 _..___________________ I EXISTING 8" CMU FOUNDATION: ::: - ❑ - - l- • FILL VOIDS SOLID WITH CONC, INSERTING VERTICAL.45 REBAR I I FULL:HT OF WALL,IL"o/c HORT. ROOF FRAMING EXISTING HOUSE FOUNDATION (ND WORK) .... .... .. CONSTRUCTION NOTES: FOUNlD,41I0N Ist FLOOR FLAN I. EXISTING CONCRETE MASONRY UNIT(CMU) FOUNDATION WALL TO REMAIN. FILL ALL VOIDS SOLIDLY WITH.CONCRETE TO TOP NEW .CONSTRUCTION �1 OF. FOOTING: INSERT (1) 45 REBAR VERT EVERY 16", FULL DEPTH. _ 122 Sft EXISTING CONCRETE SLAB TO REMAIN, REMOVE CERAMIC TILE. tu c1I 3. NEW FLOOR FRAMING SHALL BE CUT AND SCRIBED TO SLAB. WITH TOP OF FLOOR r 1 JOISTS SET SO FINISH FLOOR.ON 3/4" `J ADVANTEX IS FLUSH WI.TH'EXISTING FINISH FLOORS (MAY VARY BETWEEN BEDROOM ti AND BATHROOM). ALL FRAMING TO BE g12 P P.T. NOTE CANTILEVER ON END AND REAR. — —� �� NEW.WALL L' THICK TO PI P2 - H �G I - ALLOW POR PLUMBINGtu uj q, REMOVE EXISTING SIDING COMPLETELY. PIPES. COVER WITH 1/2" BLUEBOARD AND PLASTER. ADD DUCT EXTENSION EXTEND DUCT BEL TYPICAL 'NEW WALL CONSTRUCTION TO BE 2x9' IN CRAWL SPACE'TO NEW FLOOR:THRU'POUND :: .EXISTING EXHA TFLOOR REGISTER IN THIS WALL TO NEW REGIS ' : PAN THRU ROOSTUDS 16"o/c UNLESS OTHERWISE NOTED. WHERE BELOW VANITY:CO- TO REMAIN ALIGNING A NEW WALL WITH AN EXISTING WALL. ORDINATE WITH TYP _FURR EXISTING WALL OR ALIGN STUDS'OF NEW .. OF vAN1TY F WALL AS REQUIRED TO MAKE FINISH SURFACE --FLUSH IN A COMMON. SPACE. - �� i _ N � 6. ROOF RAFTERS (2x12'e IL"o/c TO BE SET EXISTING HEATINGlo� P3 I I � n / LEVEL, BUT TOPS CUT TO TAPER I'A" OVER FLOOR REGISTER (n TO REMAIN. LENGTH: TOWARDS REAR WALL. EXISTING SINK-,AND i • VANITY REMOVED: 1. NEW ROOF ON ADDITION TO BE RUBBER " UTILIZE EXISTING L -- (EDPM) ROOF, STRIP SHINGLES ON EXISTING PIPING AS POSSIBLE. n� ROOF UP TO BASE OF.EXISTING SKYLIGHT' - - Utfl o AND RUN RUBBER CONTINUSOUSLY TO THAT POINT; NEW ROOF SHINGLES (TO MATCH EXIST) EXISTING:. Q 'QC Q 0- FROM SKYLIGHT DOWN TWO'COURSES. NO C}dANGE 0 8. PI end P2, NEW LAVATORIES ARE FURNISHED BY JJL (] OWNER FOR INSTALLATION BY PLUMBER. N W 0 9. P3, EXISTING TOILET TO REMAIN, NO CHANGE 0 ~ IO.NEW VANITY AND COUNTERTOP TO BE FURNISHED U) O BY OWNER FOR INSTALLATION BY CONTRACTOR. �^ . o II. EXISTING BATHROOM EXHAUST FAN TO REMAIN � (NO WORK). 12. NEW VANITY LIGHTING AND GFI OUTLET BY OTHERS. SHEET NO. LIGHT FIXTURES FURNISHED BY OWNER. SEE COMPLETE SPECIFICATIONNS ON DR.AWING A9. N � l -1st FLOOR - HEAT, PLUMBING Ist FLOOR ELECTRICAL oe D'M o T o Q OB. NO: 2503 DRAWN: PDM SCALE:AS NOTED ATE:II/26/201 O �I STING J--1--{ BATHROOM EXHAUST .(NO CHANGE) uj F7 jSKYLTGNTI NEW EDPH(RUBBER)ROOP WRAP EDPH ROOP. _ \ IIJI-il LJL. ...: .:. '- ... UP EXISLL- TING SLOPE--�----- -NEW_EDP_tl_ROO.�_' .. .. ro .. .. ..... ..... .: ..... _ -EXIS.T.ING. AZEK TRIM GU.T-T.ER+ . —4. \ O O c1 Q� CORNER DOWNSPOUIT EXISTING SIDING 1 a ffl , <IIG� CHANGE) Q O BEYOND OR NO — W _DOWNS ujI"-OOM O ." .. .. BEYOND LANDING ..... - ' .. O u ... .... .... T. .::. _ : .... ... O I EXISTING 8'. CHU FOUNDATION:ADD REBAR. i I ADDITION'CNATILEVERS. (1 A i I O _ AND FULLY GROUT PER FOUNDATION PLAN. I BEYOND EXISTING I _____._..._ I FOUNDATION I I w. I EXISTING 15' TK CONCRETE FOOTING I I I I L----------------- --fNO.WORK! SHEET NO. N REAR ELEVATION .. EAST .. ELEVATION /4 .2 U o E "D14 MIRRCR / MIRROP O LIL3.. .. .. Ott OB. NO. 2563 y. DRAWN: PDM 4 CAE A9 NOTED ATE::II/26/201 ELEVATION 1 :: .. .. .. .. .. ROOF PANELS EXISTING INSULATED NEW ALUMINUM ' COUNTER-PLASH'G UP MIN I] PROM PLAT ROOF.RUBBER EXISTING gqOOpUP 8' COVER :SKYLIGHT EXISTING - A9TH NEW.CLAP1309: ��(N CHA E) ROOF:BEAMS SEAMLESS SHEET EDPM,(RUBBER)ROOF SEAMLESS'SHEET EDPM[RUBBER)ROOF - CLAMP FOR _ 1, /\^/\/ CLAMP-FOR '�/.^�/�/�/ `/\/�/�/\�' ',{\^/f' `/.;'�,�j\-/X\ _ ..EDPM ROOF/ A / A'\K A 1( 1 RAFTER T N — '{^ ^ A A 'A,'A A \)U 'I� .. _ �� RATTER REMOVED AND EDPM ROOF x' TAIL- FLUB I CON g0009 -� CONTINUOUS - - ALUMIGUTTER ALUM GUTTER BL 7d7 10:FIBERGLASS 10'PIBERGLASS /N/TRIM MAY Bfi INSULATION._ G HEADER NEW TRIM MAY.BE I1 1 INSULATION I DROP CEILING - .. /PVC IAZEK) I FOR OVERPOCKET DOOR PVC(AZEK) AT BOTTOM CONTINUOUS SOFFIT .1 :: - '' - - OF HEADER; 0 VENT 202 RAPTERS IL'de - DBL 2xe HEADER 2d2 RAPTERS It'dc I I /CORNER - TAPER TOP POR NEW TRACK PITCH TO REAR, I I BEADS C`I PITCH TO REAR. AT POCKET -' = 1/4'PER FOOT DOOR. ❑ O 1/4'PER POOT REQUIRED. i L" W W MASTER i BATH ( l DINNING 3 HXI TING r I v . R !I U M : D ORR NOM I M $ I �—EXISTING EXREMOVT RIOR BEYOND. GE REMOVE EXISTING CHAN � I I SATHOOM WALL CO R AT U/ CEDAR SHINGLES.: .:.� .. I AND COVER WITH 1/7' ANO.: .. .. .I - .... : I ... BLUEBD _ PLASTER. t 2e1 STUDS,u'dc I 7.4 STUDS It'dc V - 1/2'CDX PLYWD t MIL POL.... ((� `I K SHEATHING MIL EXISTING .. V - I/]'GDX PLYWD -� W - 6'FIBERGLASS BARRIER I fN0 CHANGE) SHE _ �,a0 .: :; INSULATION ,. - : I ' (D 3.5'FIBERGLASS - - 1/2-BLUE INSULATION -N'�S7 WIBTE CEDAR BOARD 1 Y �/ )— II44. v SMNGLfiB:HATCH PLASTERSPAC JNG ON _ I i _ ._0 (►/ WE WE EBPMATCH 0( BTA NEO BY House .: r ` OWNGR'PRIOR - ABHBOARD ALONG E TIRE - -' TO INSTALLING) NEW D B ID I WALL:MATCH EXIST'G IN KIND (n PIR DECKING - _ } .. .. .. - I`f� r`f ` NEW 2"P.T.PLOOR JOISTS MAKE P PLYWOOD SUBPLOOR z PE O 2+6'c It'd< — I EXISTING CONCRETE SLAB — EXISTING CONCRETE BLAB TO PLA9N WITH EXISTING REMAIN:STRIP C.T.PROM.TOP.... O - I) DBL 2d P.T.GIRDER 1 A C T:SHIMS PL REQUIRED D - - EXISTING CRAWL SPACE - - EXISTING -TO LEVEL FLOOR Q _ _ CRAWL SPACE L� 7111 I—I I I I—I INO CHANGE) Q Q (V I I I I—I I I I SHB NOTES ON FOUNDATION 1—II I I-I II I NEW.5 REBAR DOWELS' - Q : '.PLAN•DRAWING Al. .. AND PULLY GROUTED.VOIDS - O Q I MILLI[[II-I IN CMU:9BB POUNDATON PLAN UJI N �j J_ g =IIII a U o, 0 SHEET NO. SECTION I SECTION 2 N _ U Inet'all"materials in accordance with manufacturer's printed D. EXTERIOR TRIM 09Z00 - PLASTERING instructions end approved submittala. Install materials in "DO14 proper sequence and in proper relation to adjacent Fascia, soffit, rake trim, and cornices shall. be Ix Azek PVC A.INTERIOR WALLS AND CEILINGS 5 C i i C T I O 1\l construction end with uniform appearance. Co-ordinate with (or equal) to match existing profiles. Use Brosco moldin a where work of other Sections of these Specifications. q g p g - regwred. Priming to be by others (see Section 09900). All interior surfaces scheduled to be plastered shall have blueb0I000 - CONDITIONS OF THE CONTRACT Replace materials and products damaged during installation. Venn and (veneer plaster base) with U.S. Gypsum Co. Diamond CD F— p p 9 9 Veneer plaster. All surfaces (walla and ceilings) shall be E. EXTERIOR SIDING smooth finish. A. CONTRACT Prior to completion, clean all surfaces. test all mechanical and Siding shall be Ili' White Cedar Clears. (5 "t exposure to Walls shell be screw fastened directly to wood framing: electrical equipment, and perform similar operations as 9 xP g g: ._. . The Owner-Contractor Agreement to be executed shall be AIA required to make work ready for occupancy. weather; align with adjacent existing walla). Cover all newly ceilings shall be furred-and shimmed level with Ix3 wood c Document A105 'Standard Form of Agreement Between Owner and - sided exterior walls with Tyvek high density polyethylene fiber strapping prior to installing blueboard. Contractor For a Small Project. 1981 Edition, plus Supplementary I. CUTTING AND PATCHING air-infiltration barrier. Tyvek to be installed prior to window f!— General Conditions included herein. Comply with Owner a installation. B. BLUEBOARD requirements for covers es and limits For insurance re cared For Contractor shell perform all cutting and patching required q g �• for all trades. Contractor shall :repair all damage to P. GUTTERS Blueboard.shall be 1/2' thick for both,walls and ceilings. this Project: furnish Owner with current Certificate.o Insurance. existing conditions caused by either the demolition or the Contractor shell furnish new aluminum gutters on new construction Plaster finish shall be smooth, including all ceilings. _ new construction. (along entire.rear and aide walls of addition); include two downspouts B. INTENT and ptitch gutters from corner towards the downspouts. V J. 09660 - FLOORING 0 . DEBRIS a These Drawings and Specifications are complementary and are A.WOOD FLOORING —� ao intended to provide the basis for a completely_finished Do not permit accumulation of trash and waste materials project suite o for the intended use of the wnerp Items within;the.structure or around the exterior not in proper OL200 - MILLWORK Contractor shall sub-contract for all new pre-finished bamboo called for by one shall be.considered regwred by.both. d� ^m', An thin not ex ressl set forth but which ie reesonablg containers: Remove full debris containers promptly. wood Ploonng in new Office area. Q g p y k A. INTERIOR WOOD TRIM impied or necessaryg For proper performance of this war Contractor shall remove_ all debris from the site at the shall be included unleaa ex ressl excluded b reference to completion of the.project and at all times din ose:of, in a All interior wood trim shall be Poplar to match existing P 9 9 P P trim profiles in rest of house; no finger-janting.where All finished flooring shall be even and level. There shall OB. NO: 2503 'work by others'. legal manner. stain finish is indicated. Fin er- ontin for anted wood- be no interior raised thresholds between Office and Bedroom. g 9 P DRAWN: PDM C. DIMENSIONS Do NOT bur an wood debris on the site. work only as approved b9 the �wner. All paint and stain Flooring shall be delivered m unopened bundles and stored .. 9 y .. by othere under Section.09900. with adequate'air circulation for a minimum of 1 days in the SCALE:AS NOTED Contractor shall verdg all existing conditions and shall Furnish and maintain one 5-gallon ABC.fire extinguisher on area where: it is to be metalled to allow:adjustment to the be responsible for all discrepancies between dimensions of B. CABINETS finished environment. ATE:II/26/201 the actual work and those shown on the drawings.. Any site at all times until Substantial Completion. differences that me y be found shall be submitted to the - Contractor to install new vanity Furnished:to the job site Owner..for decision before proceeding with the work. All removed materials.with a salvage value shell remain:the bg the Owner m Meatar Bathroom.ae shown on.the drawings. Comply with flooring manufacturer's printed instructions - Contractor shall also bring to the attention of the Owner 'property of the Owner and shall be stored where directed. the drawings, mcludmg new vanity countertop. and recommendations for installation sec of flooring. Provide and/or Architect any additional information (including dimensions additional Wading as required to secure wood than and details) necessary.to'execute the work, giving the Owner r install 15tt red roam paper between new wood floor and sufficient notification to permit preparation of additional material O2IOO - SITE WORK 0�100 - THERMAL PROTECTION subfloor. required. - A. SEWAGE DISPOSAL A. BATT INSULATION B.CERAMIC TILE D. PERMITS I General Contractor shall install new ceramic the floor in Prior to commencement, Contractor shall stake out location All occupied spaces shell have unfaced.fiberglees extension of exietingMeeter Bathroom. - - All work shall conform to the Massachusetts State Budding of existing septic tank and leaching Reld. Keep all construct- maulation-m batts or rolls m the thicknesses shown, or d - Code (latest Edition) and any other applicable codes and ion activity and storage of materiels a mimimun of. 5',away not shown, generallg in the thickness of the wood framing; Owner shall furnish all tile, contractor shall furnish all regulations."File documents with required regulatory from perimeter'of this area. - '- minimum R values shall.equal or exceed 3-1/2" RII. 571/2' other materials (epoxy, grout, and accessories). Install in agencies. Obtain and pay all related fees and permit costs. - R19, 9" R30. Cover.-the innerface of all walls and:ceilings accordance with Tile Council of America'specifications and " Obtain all required inspections and approvals. B. GRADING/FINISH WORK that have fiberglass insulation with 6 and polyethelene instructions of adhesive and grout manufacturers. ' An dame a or diaru lion to ad scent aril areas shell:be vapor barrier that has been.installed in the largest - E. GUARANTEE 9 P J 9 unbroken sheets possible, in accordance with manufacturer's restored to original grade lines. Rake smooth and clear of printed instructions. C.CARPETING All work and material is to be fully.guaranteed for one (1) atones or other debris for seeding by others. Any damage p There to no carpeting included in this Contract. year after Final acceptance as complete. All materials to adjacent paved areas, roads, or walks (bituminous, concrete, furnished by the Contractor shall be new, except as or crushed atone or stone dust shall be restored by the 01300 - ROOFING AND MOISTURE PROTECTION Tec,"cally noted in the Drawings or in these Contractor to,their original condition. 04400 - PAINTING Specifications, and 'shall be free of imperfections and A. ROOFING, GENERAL - - - appropriate for the intended use. 04100 - MASONRY A. SCOPE It is the intent of these Specifications that the materials - Contractor shall furnish end msall continuous (seamless) EDPM and equipment described be procured. erected, installed, A. CONCRETE MASONRY FOUNDATION WALLS rubber roof over entire surface of"new Flat roof anti upp the elope All paintin exterior and:mterior. shall be by others. Owner P of the existing roof to the base of the existing skylight flashing shall see that all Cedar shingles for the exterior have.been connected. used, cleaned, serviced, and conditioned in such Existing CMU foundation walls shall be reinforced with repar and up the face of the ad oiruy (living Room) wall a minimum of 8". pre,-stained prior to Contractor's installation on the exterior a manner that any and all guarantees and claims of the dowels:as detailed on the Drawings.' Use high-strength masonry Cover rubber on existing sloped roof with two courses of:ashpphalt walls. - respective manufacturers, fabncetors, or processors be grout Full depth of wall. shingles (matching the existing roof) below skylight;'remainder to be fully binding. exposed rubber. Cover,top edge of rubber on adjacent vertical Contractor is NOT responsible for filling nail holes in any trim, B. COLD WEATHER GROUTING AND PROTECTION wall with aluminum counter fleshing a minimum of 12' above sloped roof interior or exterior, only for proper craftamenship in all cuts and In the event that the use, conditions of use, or any surface and then tooth in new cedar shingles to patch, leaving fitting of trim; countersink Finish nada. C4 instructions specified herein are inconsistent with or When is placed at or below ambient air temperature minimum of 8' exposed metal flashing. P . 0 contradictory to the manufacturer directions. of 40 F, or whenever such or lower temperatures are likely Install accordimA to the roorin material supplier's printed (y recommendations or instructions, notify the Owner prior to occur within 48 hours after placement cold weather g PP P 10100 - SPECIALTIES to ordering same. p accessories. ae all hardware (edge u sealing clamps) and \ 9 weather concreting procedures shall be Followed. To this end, accessories required by the manufacturer to maintain their ° entire area affected shall be protected bg insulated blankets. standard warranty. A. BATHROOM ACCESSORIES nI F. TEMPORARY FACILITIES No salt. chemicals or other materials shall be used in mix to \ lower freezing pant of the grout. Mirrors, medicine cabinets, towel bars and other accessories v B. VENTILATION shall be furnished b the Owner for installation b the — Contractor and his sub-contractors shall have use of the � 9 _ existing Master bathroom during the course of the construction. - During curing and at conclusion of curing period, means. Install new continuous 2' white strip soffit strip.along Contractor. Provide concealed solid wood blocking for all Facilities must be kept neat and clean throughout the course shall be rovided, if necessary, to insure that temperature new horizontal soffit. Polystyrene vent channels in all toilet accessories as part or rough framing. of construction. of air adjacent to concrete does not fall more than 50' F each rafter bay. framing. - - 0 Contractor shell thoroughly clean at completion of construction. hour and not more than 30° F i 29 hours.' Do not use frozen materials or materials containin ice or snow: 15500 PLUMBING LH / Contractor and his sub-contractore may use existing g 08200 - DOORS AND WINDOWS r electrical power and water during construction; normal @ Do not use calcium chloride, salt or other materials - -" - A.SCOPE - - utility costs shall be paid for by the Owner. - u A. WINDOWS containing antifreeze.agents or chemical accelerators unless (Q -otherwise accepted m mix design. Contractor shall furnish end install new windows as Scheduled Owner shall subcontract separately for all plumbing work' U.I Q There shell be no smoking permitted•inside the house at any associated with this Pro act.. Contractor shell make N time duringconstruction. on the drawings plus new windows in existing window locations J reasonable allowances for Plumber to perform, his work where so noted. P including leaving wells and floors open for the performance (a PROTECTION CARPENTRY O G. PROTECTION OF EXISTING CONDITIONS Verify ALL windows with Owner prior to placing final order; of work and providing a schedule which allows the Plumber Q[ jA. FRAMING LUMBER sizes, color, glazing, muntme, and hardware. sufficient,time to.perform his work, secure inspections, and Q e� Contractor shall confine general construction operations to - notdelay the project. .. as tight on area as possible around the addition and driveway, All lumbar used for.framing shall be as follows except All new windows, except as otherwise.scheduled;.shall be LL 11 including debris storage and parking. Exercise extreme care where noted otherwise on the Drawings: Anderson.400 Series clad wood windows with Hi-Performance Z (-0 to protect existing trees, shrubs, and plants slated to Spruce-Pine-Fir (SPF) tt2 or better; moisture content.leas Low-E4 glass,.divided fight with spacer;.exterior grille - white, 15100 - HEATING AND VENTILATING remain. -Upon commencement of the project, Contractor and than 19%,'surfaced 4 sides, Fb- 1,000 psi, Fc=125 psi, interior grille pre-finished white. Include Full perimeter weather- Q w Owner he together determine if any a rube intarfera with E=1,300.000 psi. Exterior wall.framing typical)gg 2x4 stripping. Extenor faces shall be vinygl clad color white: A.SCOPE O the construction and then the Owner shall remove any shrubs construction IL" o/c, interior wall framing to be Zx4 Interior surfaces shall be factory pre-(meshed white. _ in the way of construction prior to the commencement or construction, except as otherwise noted. - Owner shall subcontract separately for all-Heating work Q ■d s-' work. Windows shall be glazed with sealed insulated glass: all windows associated with this Project: Contractor shall make' o B. PLYWOOD SHEATHING shall have fixed wood grilles on exterior, in.the patterns shown. reasonable allowances for Heating sub-contractor to perform Access for deliveries and for dum pater shall be along - his work including leaving walla and floors open for the Q Il- driveway; do NOT intrude into tree line; restore any All plywood shall be Fir. as follows: Interior hardware shall be Anderson PSC-Classic series - white. performance of work and providing a schedule which allows Q cV disturbed lawn areas to original conditionn upon completion Walls- 1/2" C-D INT APA with exterior glued, unsanded. the Heating sub-contractor sufficient time to perform his jJL Include removable insect screen, white, for all units furnished. 0 Q (J or project. � - Roof - 5/8" Structural II C--D INT APA, unaanded. work, secure mapectiona, and not delay the project. C4 Floors - 3/4' C-C INT APA with exterior glue, tongue LLI - / Contractor shall seal off remainder of house from rooms and grooved (glue and nail to joist). B. EXTERIOR DOOR to W p where demolition is occuring, using L.mil polyethelene and 1/2" INT-DFPA touch sanded for underlayment: - ILI00 - ELECTRICAL Q C wide masking tape. Relocate dust barriers" as required Exterior door (sliding glees door) shall ba:exietmg door at rear U Z during the course of the work. Protect all exalting wood DO NOT use luan plywood for underlayment. of Master Bedroom carefully removed and reinstalled. Notify A.SCOPE Q- floors with red rosin paper during construction. Owner of any deteriorated materials or other deficiencies in the Q Ln m C. FASTENERS existing door which would make a less-then-weather tight and Owner shall subcontract separately for all.Electrical work m ro er installation worth of a guarantee.H. INSTALLATION p P y g associated with this Project. Contractor shell make m All nada shall be m accordance with the Massachusetts Replace completely all exterior and interior casings. � _ U 9 reasonable allowances for the Electrician to perform o Take field measurements prior to fabrication where State Budding Code (latest edition) and the American his work including leaven walla and floors open for the Q practical. Form to required shapes end sizes with true, PI wood Association; use more stringent re uirements. Nails C.INTERIOR DOORS g pp q p 9q performance of work and providing a schedule which allows straight edges, lines and angles. Provide inserts and for plywood sheathing (floor, walls, and roof) shell all be All interior doors shall be IS-hie soli n d clear ma, as the Electrician sufficient.time to perform his work, scheduled. Morgan French door, minimum thick ess 1 - - 10 templates as needed for the work of other trades. hot dipped galvanized. p ,6" secure inspections, and not delay the project. SHEET NO. 0- Annular.nada shall be used in subflooring. Simpson H-3 with solid wood .Iambs (stain.grade). to be hung on concealed N - Fasteners (Hurricane Anchors) shalt be used for plate to sliding door track. Include bright brass finger pull in end rafter connections. well as each aide. General Contractor shall assist separately sub-contracted ai trades (plumbing, heating, electrical) with any penetrations of existing concrete or masonry walls for their pipes, mires, / or ducts. - U USE LEDGER ( TOCFASTTENS NEW FLOOR JOISTS: O F� HEADERS: P.T. 2x6 LEDGER DEL 2x6 P.T. GIRD E P.T. 2we 16"o/c; _ -- RIP TO BEARON ON TO FOUNDATION - EXISTING CONC. SLAB: I LANDING 2 Z V HI - DBL 2x8 SHIM.AS REQUIRED. O 3 TA2xI ROOF RPTERVER.L GTH H2- DEL 2x10 FACE O I ? BUTT EDGE OF EXIST'O L TAPER I' OV ER.CENGTH WALL ABOVE ± 19'-�"* FACE OF ADDITION TO TOWARDS REAR. H3- DEL 2d2 o COORDINATE TOP CORNER BOARD �� H HI I OF SUB FLOOR FOR HI 3-8" C, TIL ry FINISH LOORING _ ^O O REUSED SLIDER — --O — THIS WALL - (� ® I LINE'OF �. TK FOR I _ "DU _ jl -UPSIDE ON I <-FOUND'N PIPES BUR7 1 6 =4 M J ST N I BEL OW WOOD r- H NGE S .' FLOORING I NEW C.T. FLOOR PARALAH ~ POST IN =I p '� TO BUTT EXISTING: �C �'o WALL IF ROM Q I I I ( '�)' FLAT TILE SUPPLIED BY ¢_ BATH SIDE) UI ... 9 1 F\ 1 CEILING OWNER: _ H3 H3 - l ( L --WAL_,REMOVED -=---- OB. NO: 2503 zX _ _ DRAWN: PDM r---' I NEWRUN I IN JOI I T SKYLIG�yiT SPACE:-CORE Fw0 I I SCALE:AS NOTED 1T0 REMAIN - - CRAWL SPACE ap( ��SLOPEE[j I(NO Cm GE) � � WALL AND TIE 0°Q ICEILIN4 ATE:II/26/201 L_--) � INTO EXISTING Q L. I:-') LUB'G DRAIN Vm FLOOR FAMING OWEXIS,I G STRCTURALWOOD W BEA ROOF: NO CHAN 'E WI,-� .. - amU NO C GE- - EXISTING FOOTING: NO*CHANGE I ______-_- _____-__-___.___-______ ... ❑ . - - I I EXISTING 8' CMU FOUNDATION: - ❑ .. �'.. FILL VOIDS SOLID WITH CONC. E INSERTING VERTICAL.AS REBAR - I I FULL'HT.OF:WALL,IVo/c HORT. ROOF, FRAMING r EXISTING HOUSE FOUNDATION - - (NO WORK) CONST,RUCTION1 NOTES: FOUNDATION Ist. _FLOOR PLAN I. EXISTING CONCRETE-MASONRY UNIT (CMU) FOUNDATION WALL TO REMAIN. FILL ALL VOIDS SOLIDLY.WITH CONCRETE TO TOP NEW CONSTRUCTION OF FOOTING: INSERT (U tt5.REBAR VERT �I EVERY 16". FULL DEPTH. .: = .122 sf± O2. EXISTING CONCRETE SLAB TO REMAIN. 1� REMOVE CERAMIC TILE.IQu I I I l(11 3. NEW FLOOR FRAMING SHALL BE CUT AND - SCRIBED TO SLAB. WITH TOP OF FLOOR JOISTS SET 50 FINISH FLOOR.ON 3/9" ADVANTEX IS FLUSH WITH EXISTING FINISH = FLOORS (MAY VARY BETWEEN- BEDROOM - AND BATHROOM). ALL FRAMING TO BE P.T. NOTE CANTILEVER ON END AND REAR. p}I✓ - - - NEW WALL 0 THICK TO f N - -- ALLOW FOR PLUMBING PI P2 Ill 12'AFF / q. REMOVE EXISTING SIDING COMPLETELY: PIPES. ul Fd COVER WITH 1/2" BLUEBOARD AND PLASTER. ADD DUCT EXTENSION EXTEND'DUCT BELCLI W u Q f1] 5. TYPICAL NEW WALL CONSTRUCTION TO BE 2x9' IN CRAWL SPACE TO NEW FLOOR:THRU POUND EXISTING EXHA T Ld FLOOR REGISTER IN THIS WALL TO NEW REGIS ' PAN THRU ROO STUDS I6°o/c UNLESS OTHERWISE NOTED. WHERE BELOW VANITY: CO- TO REMAIN ALIGNING A NEW WALL WITH AN EXISTING WALL, ORDINATE WITH TYP Z FURR EXISTING'WALL OR ALIGN STUDS'OF NEW OF VANITY 36 4FF. WALL AS REQUIRED TO MAKE FINISH SURFACE FLUSH IN A COMMON SPACE. Cry ti/ 'i TEL N UL LENGTLEVELHBTOWARDSUT TOPS CUT REAROWALPER I'A" OVER TO REMAIN Ex15TING S;>�cJ,A� P3 `\. -T I z +{— 0 6. ROOF RAFTERS (2xl2'e IiVo/c TO BE SET EXISTING HEATING _ FLOOR REGISTER - rn 1 O- - - VANITY REMOVED: � \ _j O 1. NEW ROOF O, ADDITION TO BE RUBBER PIPING'A8(POSSIBLE. _\1- '� (EDPM) ROOF, STRIP SHINGLES ON EXISTING nj ROOF UP TO BASE OF EXISTING SKYLIGHT o AND RUN RUBBER CONTINUSOUSLY TO THAT \ Q POINT; NEW ROOF SHINGLES (TO MATCH EXIST) ExISTIN�; (L FROM SKYLIGHT DOWN TWO'COURSES. NO C}IANGE � Q ^ , Q t+-'�/ Q 8. PI and P2, NEW LAVATORIES ARE FURNISHED BY / \ Q OWNER FOR INSTALLATION BY PLUMBER. w _ N QL W �- `p 9. P3, EXISTING TOILET TO REMAIN, NO CHANGE I c 10-NEW VANITY AND COUNTERTOP TO BE FURNISHED ~ m BY OWNER FOR INSTALLATION BY CONTRACTOR. CL �/1 O Q o �/ / IL III O7 11. EXISTING BATHROOM EXHAUST FAN TO REMAIN ° (NO WORK). n 12. NEW VANITY LIGHTING AND GFI OUTLET BY OTHERS, SHEET NO. LIGHT FIXTURES FURNISHED BY OWNER. I)- / SEE COMPLETE SPECIFICATIONNS ON DRAWING A4. 1st FLOOR HEAT, PLUMBING Ist FLOOR ELECTRICAL � l U i "DM GC IF— 8 c o o = J c V fOC ¢N OB. NO: :2503 DRAWN: PDM a. SCALE:AS NOTED ATE:11/2G/201 a. .. (, \. EXISTING . .. .. BATHROOM .. XHAUST 'o IND CHANGE) f0 t�EX18T'G _�� _ no � uPLUMBING .j 9KYLIGHTI NEW EDPM(RUBBER)ROOF - . WRAP EDPM ROOPLL . ..:. C .. .. UP-EX S PEXISIQ 04 .. .. S r .. 10 ..... % _ REF.IOVE 'Z f y ff.) ' .. .. ..... ..... .. ..... .. .. .. —EXISTING. .. .. .. ZEK�TRIM — A _ � •- ... —GUT-TER _rr< � o -_ —� ,� = NEw awn- — Q Q CORNER DOWNSP_OUS E SIDING I EXISTING Q OF INING� 3 — CHANGE) Q —D. .. BEYOND i wH — Q LJL i AR r —. .. (V ._NE- --AWQ CORNER — / - O.WNSP_O.UT-_�� -_—��- ih• ROOM .. .. .. _ .. N ^ ' �OF LIVING ,l••1'/L ' ` _• O :. .: BEYOND 9 h. - :� . .. : Z IL ..... LANDING _ _�— ' — ' .... Q Ln OU O I EXISTING S' CMU FOUNDATION: ADD REBAR i I ADDITION CNATILEVERS 0- AND FULLY.GROUT PER FOUNDATION PLAN. I, BEYOND EXISTING .. �--------- .L_ I :: FOUNDATION I EXISTING IS' TK CONCRETE FOOTING 1 1 I I SI-IFFY NO. L--------7-7-------- --fNO.WORK) _ ...I I I ---J ---------------' N N REAR ELEVATION . EAST . ELEVATION .42 / "D. 2-2 L'T' 1'-5" oC I--- o e p Q s ' EdMIRROR MIRROP. p d 5? OB. NO: 2503 DRAWN: PDM SCALE:AS NOTED ATE:II/26/201 I ELEVATION I . / .. EXISTING - .: .. ROOF PANELS / .... .: INSULATED NEW ALUMINUM - COUNTER PLASH'G i UP-11I14-17 PROM .... PLAT ROOP.RUBBER Ex19TING RROpop'UP e'_COV ER -SKYLIGHT EXISTING . � U- - CIAPBDB. (NO CHA @) ROOF;Be AM9 j 9EAMLES9 SHEET EOPM.IRUBBER)ROOF SEAMLESS SHEET-EDPM)RUBBER)ROOF - CLAMP FOR j "' _ - _ GUTTER REMOVED AND CLAMP FOR fiDPiR A + RAFTER TAIL CUT FLUSH. CONTINUOUS X \I[ :U % .I I CEDPM ROOF ONTINUOUS �v\Y./\x/. _/\)(/\1( /\ �f!`�^Y' A ALUM GUTTER \� x BL 7d7 ALUM'GUTTER _ �- 10'FIBERGLASS HEADER REUSE EXISTING HEADER NEW TRIM MAY BB PIBERGLA981(fiW TRIM MAY Be INSULATION I' �10* INSULATION I DROP CEILMG C`I PVC IAZEK) I ! FOR OVER POCKET DOOR PVC fAZEK) 1 I' - AT BOTTOM CONTINUOUS SOFFIT : OP HEADER; O VENT TAPER TOP aoR�c NEW TRACK DEL 7K8 HEADER TAPER TOP FOR�c I BEADSNER (`I PITCH PITCH TO REAR. AT POCKET ROAR, I I/4'PER FOOT DOOR. ❑ I O I/1'PER FOOT REQUIRE I iD. I Y I I -�a g MASTER I BATH ( 1 DINING ew n G p v _ AREA BA MR TJ U CHAN�E OM O i EXISTING EXT AT (� z BEYOND REMOVE EXISTING O BATHROOM WALL V AT - CEDAR SHINGLES I I AND COVER WITH I/7'BLUEBD AND _ PLASTER. - 1: w U Q 1 2.4 STUDS IL'a/c - _ - fn - - K: - ; SHEATHING L MIL POL I .�; EXISTING VAPOR I I OSHOWER PLYWD 8 FAIBEOR�L488 BARRIER CHANGE ) LI5HATMING IN9U I/7' BLUE I v J S.S'FIBERGLASS INSULATION 2' - WHITE CEDAR BOARD SHINGLES;MATCH PLASTER p I I / O SPACING ON I O EX18 WWHHTS CEDAR T'G I HOUSE aLL BNNGLES;MATCH y (STAINEDBY ! -- TO INSTALLING) WALL;MATCH eXIST-G IN KIG6 I: z rn FIR DECKING x. h r G E NEW 7.9 P.T.FLOOR JOISTS --- N8W WO BASEBOARD ALOK RIPPED TO THICKNESS TO ' --- -- - S L MAKE PLYWOOD ITH OD IIIUB LOOR _ P.T.7.L IL'de - I @XIBTING CONCRET@ BLAB - EXISTING CONCRETE BLAB TO ~ O REMAIN;STRIP C.T.FROM.TOF I DBL 7d P.T.GIRDER I- CRAWL -- _ __ _ EXISTING TO LT.EVEL FLOOR REQUIRED 0 EXISTING CRAWL SPACE _ CRAWL SPACE ,( �1- I_—,I II—I II 1-1111—I (NO CHANGE) Q �Y 1=��=)III o QL Q SEE NOTES ON FOUNDATION NEW s6 RHBAR DOWELS' O :PLAN.DRAWING At. - I AND FULLY GROUTED VOIDS .. .1I I I—I I I I I I)II I)I I I—I IN CMU:8@@ FOUNDATION PLAN :3 �0 LCL N moo u) 0 SHEET NO. SECTION I SECTION 2 / Install materials in accordance with manufacturer's printed D. EXTERIOR TRIM 04200 - PLASTERING instructions and approved submittals. Install materials in "DV S i= C I I C T I O 1\l S Proper sequence and In proper relation to adjacent Fascia, soffit; rake trim, and cornices shall be Ix Azek PVC A.INTERIOR WALLS AND CEILINGS construction and with uni arm appearance. Co-ordinate with (or equal) to match existing profiles. Use Brosco moldings where work of other Sections of these Specifications. required. Priming to be by others flee Section 09900). All interior surfaces scheduled to be plastered shall have 01000 — CONDITIONS OF THE CONTRACT Replace materials and products damaged during installation. blueboard (veneer plaster base) with U.S. Gypsum Co. Diamond OC �� p p g 9 Veneer plaster. All surfaces (walls and ceilings) shall be Q E. EXTERIOR SIDING smooth finish: Z L> A. CONTRACT Prior to completion, clean all surfaces, test all mechanical and Siding shell be 16" White Ceder Clears, (5 "t exposure to Walls shall 'be screw fastened direct) to wood framing: electrical equipment, and perform similar operations as g P 9 The Owner-Contractor Agreement to be executed shall be AIA required to make work reedy for occupancy. weather: align with adjacent existing walls). Cover all newly ceilings shall be Furred and shimmed level with Ix3 wood Document A105 "Standard Form of Agreement Between Owner and sided exterior walls with Tyvek high density polyethylene fiber strapping prior to installing blueboard. Contractor For a Small Project, 1981 Edition, plus Supplementary I CUTTING AND PATCHING air-infiltration barrier. Tyvek to be installed prior to window . �— General Conditions included herein. Comply with Owner's installation. B.BLUEBOARD requirements for coverages and limits for insurance re wired for Contractor shall perform all cutting.and patching required q g �• for all trades. Contractor shall.re air:all damage to P. GUTTERS __ Blueboard shall be l/2' thick For both wells and ceilings. this Project; furnish Owner with current Certificate o Insurance. P existing conditions caused ct by either the demolition or the Contractor shell furnish new aluminum gutters on new construction Plaster finish shell be smooth, including all ceilings. new construction. (along entire-rear and side walls of addition); include two downspouts - Q B. INTENT and ptitch gutters from corner towards the downspouts. 04660 - FLOORING V These Drawings and Specifications ere complementary and are J. DEBRIS _J — intended to provide the basis for a completely finished Do not permit accumulation of trash•and waste materials A.WOOD FLOORING = QC Q r project amiable for the intended use of the Owner: Items 06Z00 MILLWORK within the structure or around the exterior not in proper - Contractor shall sub-contract For all new re-finshed bamboo ¢ — called for by one shell be.considered required by both. P An thin not ex resat set forth but which is reasonablg containers. Remove full debris containers promptly. - - wood flooring m new Office area. g o P y k A. INTERIOR WOOD TRIH. implied or necessary for proper performance of this war Contractor shall remove all debris from the site at the shall-be included unless a ressl excluded b reference to completion of the project and et all times dispose Hof in a. All interior wood trim shall be Poplar. r match existing xP 9 y P P P trim profiles in rest of house: no ringer-jointing where All finished flooring shall-be even and level. There shell OB. NO: �2503 "work.by others'. legal manner. - - stain finish is indicated. Fin er- ointin for painted wood- - be no interior raised thresholds between Office and Bedroom. g J 8 P DRAWN: PDM work only as approved by the Owner. All paint and stain Flooringshall be delivered in unopened bundles and stored C. DIMENSIONS Do NOT bury any wood debris on the site. bg others under Section 09900. P Contractor shall verify all existing conditions and shall with adequate is circulation for a minimum of 1 days m the SCALE:AS NOTED Fairish and maintain one 5-gallon ABC.fve extinguisher on area where it is to be installed to allow adjustment to the be responsible work for all discrepancies shown o between dimensions of site at all times until Substantial Completion. B. CABINETS finished environment. ATE:II/26/201 the actual work and-those shown on the drawings. Any P _ differences that mat be Found shall be submitted to the Contractor to install new vanity furnished to the job site Comply with fluorin manufacturer's noted instructions Owner for decision before proceeding with the work. All removed materiels with a salvage value shall remain the by the.Owner in Master Bathroom as shown on the drawings. P y g P Contractor shall also bring to the attention or the Owner property of the Owner and shall be stored where directed. the drawings, including new vanity countertop. and:recommendations for: installation of flooring. Provide and/or Architect any additional information (including dimensions additional nailing as required to secure subfloor, then and detects) necessary.tit-execute the work, giveng.the Owner install IS# red rosin paper between new;wood floor and sufficient notification-to permit preparation of additional material 02100 — SITE WORK 01100 - THERMAL PROTECTION subflooc.- required. A. SEWAGE DISPOSAL A. BATT INSULATION B.CERAMIC TILE D. PERMITS - :: General Contractor shall:install new ceramic tole floor in Prior to commencement. Contractor shall stake out:location All occupied.spaces shall have unlaced Fiberglass extension or existing;Master Bathroom. - :" All work shall conform to the Maesachueetta State Budding of existing septic tank and leaching field. Keep*all construct- insulation in batts or rolls in the thicknesses shown, or it Code (latest Edition) and any other applicable codes and ion activity and storage of materials a mimimum of. 5' away not shown,.generally in the thickness.of.the.wood framing; Owner shall furnish all tile:.contractor shall furnish a11. .. ... regulations.'File documents with required-regulatory : from perimeter'of this area. : - minimum R values shall,equal or exceed 3-1/2" RII.'.5-1/2". other materials: (epoxy, grout, and accessories). "Install in agencies. Obtain and'pay all related fees and permit costs. R19, 9" R30. Cover.the innerface of all walls and:ceilings accordance with Tile Council of America:specifications and Obtain all required inspections and approvals. B. GRADING/FINISH WORK that have fiberglass insulation with 6 and polyethelene : instructions of adhesive and grout manufacturers.' An damsga or disruption to adjacent aril areas shell;be vapor barrier that has been installed in the largest E. GUARANTEE t P J y unbroken sheets possible. in accordance'with manufacturer's All work and material is to be full guaranteed for one (U ree ored fo original grade Imes. Rake smooth and•clear of printed instructions. C.CARPETING 9 I stones or other debris for seeding by others. Any damage Thera is no carpeting included m this Contract. year after final acceptance as compete. All materials to adjacent paved areas, roads, or we, (bituminous, concrete. furnished by the Contractor shall be new, except as or crushed stone or stone dust shall be restored by the 01306 - ROOFING AND MOISTURE PROTECTION Tecfically noted in the Drawings or in these Contractor to their original condition. 09900 PAINTING pecifcationa, and shall be free or imperfections and A. ROOFING, GENERAL appropriate for the intended use. A. SCOPE 04100 - MASONRY Contractor shall furnish and meal) continuous (seamless) EDPM It is the intent of these Specifications that the materials - rubber roof over entire surface of new flat roof amu up the slope All painting, exterior and interior; shall be bg others. Owner and equipment described be procured, erected, installed, A. CONCRETE MASONRY FOUNDATION WALLS of the existing roof to the base of the existing skylight flashing shall see that all Cedar shingles for the exterior have been connected, used, cleaned. Berviced, and conditioned in such Existing CMU foundation walls shall be reinforced with rebar and up the face of the ad oining (living Room) wall a minimum of 8". pre-stained prior to Contractor's installation on the exterior a manner that any and all guarantees and claims of the dowels as detailed on the Drawings:_ Use high-strength masonry Cover rubber on existing s oped roof with two courses of ash halt wells. respective manufacturers, fabricators, or processors be grout full depth of wall - shingles (matching the.existing roof) below skylight: remainder to be fully binding. expoxd rubber. Cover top edge of rubber on ad scent vertical Contractor is NOT responsible for Fd1in nail holes in any trim, B. COLD WEATHER GROUTING AND PROTECTION os(I with aluminum counter flashing a minimum of 12" above sloped roof interior or exterior, only for proper craftsmanship in all cuts and In the event that the use, conditions or,use, or any surface and then tooth in new cedar shingles to patch, leaving fitting of trim: countersink finish nails. fv instructions specified herein are inconsistent with or minimum of 8 exposed metal flashing. P When grout is placed;at or below ambient air temperature 0 contradictory ito:;the manufacturer directions, - of 40 F. or whenever such or lower temperatures are likely Install according to the roofingmaterial:supplier's printed (11 recommendations"or instructions, notify the Owner prior to occur within 48 hours after placement cold weather PP P 10100 - SPECIALTIES to orderingsame.- .P instructions. Use all hardware (edge sealing clampps).and weather concreting procedures shell:be followed. To this and, accessories required b :the manufacturer to maintain their ° entire area affected shall be protected by insulated blankets. standard warranty. 9. A. BATHROOM ACCESSORIES (V -- No salt, chemicals or other materiels shall be used in mix to tu F. TEMPORARY FACILITIES lower freezing point of the grout. shall e, medicine cabinets, towel fora and other accessories B. VENTILATION shall be Furnished b the Owner for installation b the Contractor and his sub-contractors shall have use of the _ exleGng Master bathroom during the_courea of the construction. During curing and at conclusion of curing period, means Install new continuous 2" white strip soffit strip along Contractor. Provide concealed'solid wood blocking-for all Facilities must be kept neat and clean throughout the course shell be provided, it necessary, to insure that temperature new horizontal soffit. Polystyrene vent channels in all toilet accessories as part of rough framing. of construction. of air adjacent to concrete does not fall more than 50" F each rafter bay. framing. (] Contractor shall thoroughly clean at completion of construction. hour and not more than 30° F in 24 hours. Contractor and his sub-contractors ma use existing Do not use frozen materials or materials containing ice or snow. 15500 = PLUMBING y 9 08200 - DOORS AND WINDOWS r electrical power and waterduring construction; normal Do not use calcium chloride. salt a' other materials A.SCOPE - utility costs &hell be paid for by the Owner. A. WINDOWS containing antifreeze.agenta or chemical ecceleratora unless Ul : otherwise accepted in mix design. Coot}actor shall furnish and install'new windows de Scheduled Owner shall subcontract separately for all plumbing work LU There shall be no smoking permitted inside the house at any associated with this Project. Contractor shall make = ai time during construction. on the drawings.plus new windows in existing window locations J 9 reasonable.allowances for Plumber to perform his work e f1 Q where so noted. P w : - including leaving walls and floors open.for the performance m O�IOo - CARPENTRY O G. PROTECTION OF EXISTING CONDITIONS Verify ALL windows with Owner prior to placing final order; of work end providing a schedule which allows the Plumber Q/ j - A. FRAMING LUMBER saes, color, glazing, muntins, and hardware. project. sufficient time perform his work, secure inspections, and Q s� Contractor shell confine general construction-operations to� _ - not delay the project.. as tight an area as possible around the"addition and driveway, All lumber used for.framing shell be as Follows except All new windows, except as otherwise scheduled. shall be U_ including debne storage and perking: Exercise extreme care where noted otherwise on the Drawings: Anderson:400 Series clad wood windows with Hi-Performance Z (0 to protect existing trees, shrubs, and plants elated to Spruce-Pine-Fir (5PF) a2 or better; moisture content .leas Low-E4.glass, divided light with spacer: exterior grille - white, 15100 - HEATING AND VENTILATING L remain. -U�on commencement of the project, Contractor and than 19%, surfaced 4 sides, Fb=:1,000. psi. Fc-125 pat, interior grille pre-finished white. Include full perimeter weather- Q O v Owner ahal together determine iF any shrubs interfere with E=1,300.000 psi. Exterior wall—framing typically 2x4 stripping. Exterior.faces shall be vinyl clad color white. A.SCOPE O the construction and then the Owner shall remove any shrubs construction 16" o/c, interior wall framing to be 2x4 Interior surfaces shall be:rectory pre-finished white. in the way of construction,prior to the commencement of construction, except as otherwise. noted.. .. Owner shall subcontract separately for all Heating work (� work: Windows shall be glazed with sealed insulated so; all windows associated with this Project, Contractor shell make o B. PLYWOOD SHEATHING shall .have. fixed wood grilles on exterior, in the.patterns shown. reasonable allowances for Heating sub-contractor to perform Access, for deliveries and for dumpster shell be along - - : his work includingleaving wallsand floors o an for'the i driveway; do.NOT intrude into tree.line; restore any All plywood shall be Fir. as Follows: Interior. hardware shall be Anderson PSC Classic series - white. performance of ork and providing a schedule which allows Q Q disturbed lawn areas to original conditions upon completion Walls - 1/2" C-D INT APA with.ext'erior glued, unsanded. l the Heating sub-contractor sufficient time.to perform his Q Include removable insect screen, whits, for all unite furnished. � of project. Roof - 5/8" Structural II'C=D INT APA, unsended. work, secure mapections, and not delay,ilia project. ri Floors - 3/4' C-C INT 'APA with exterior glue, tongue LLI / Contractor shall seal off remainder of house From rooms and grooved (glue and nail to joist). B.EXTERIOR DOOR to W p where demolition is occuring, using 6 mil polyethelene and 1/2" INT-DFPA touch sanded for underlagment: 16100 - ELECTRICAL. Q C wide masking tape. Relocate duet barriers" as regwred Exterior door.(sliding glees door) shell be exi&ling door et rear < U j during the course of the work. Protect all exetting wood DO NOT use Iuan plywood for'underlayment. of Master. Bedroom carefully removed and reinstalled. Notify A.SCOPE IL floors with red rosin paper during construction. Owner of any deteriorated materials or other deficiencies in the Q Lb m - C. FASTENERS existing door which would make a less-then-weathertight and - Owner shall subcontract separately for all Electrical work O O H. INSTALLATION proper installation worthy of a guarantee. associated with this Project. Contractor shall make _ U All Wallin shall be in accordance with the Massachusetts Replace completely all exterior end interior casings. IL 9 reasonable allowances for the Electrician to perform o Take field measurements prior to fabrication where State Budding Code (latest edition) and the American his work including leaving walls and floors open for the C.INTERIOR DOORS (� practical. Form to required shapes and sizes with true, Plywood Association; use more stringent requirements. Nails performance of work an providing a schedule which allows straight edges, .lines and angles. Provide inserts and for plywood sheathing (floor, walls, and roof) shall all:be the Electrician sufficient time to perform his work,' ' templates a& needed for the work of other trades. hot dipped galvanized. All interior doors shall be IS-lice solid clear pine.gas secure inspections, and not delay the project. SHEET NO. m P scheduled, Morgan French door, minimum thickness I A' U_ Annular nails shall be used in subflooring. Simpson H-3 with solid wood jambs (stain grade), to be hung on concealed w fasteners (Hurricane Anchors) shall:be used For plate to sliding door track Include bright braes finger pull in end rafter connections. well as each side. General Contractor shell assist separately sub-contracted N trades (plumbing, heating, electnceU with eng'penetrations of existing concrete or masonry walls For tyetr pipes,-wires. / or ducts. ' 1 I, I . 6'-4" I USE LEDGER I LOCK BOLTS 70 NEW FLOOR JOISTS: PT 2x6T EDGER DEL 26 P.T. GI E P.T. 2x4'a 10"o/c. O e HEADERS: TO FOUNDATION --- RIP TO BEAR ON DN $ HI - DBL 2.8 EXISTING CONC. SLAB: I SHIM AS REQUIRED. O 3 LANDING. 3 2x12 ROOFRPTERS IL"o/c H2- DBL 2,dO FACE OF o I C W TAPER 1' OVER LENGTH WALL.ABOVE :. FACE OF ADDITION TO !� o .. 'v .. .. I9'.-T* TOWARDS REAR. H3- DBL 1x12 a COORDINATE:TOP - BUTT EDGE OF EXIST'G CORNER BOARD OF 9UBFLOOR FOR - FINISH LOORING •_O IO REUSED SLIDER_ O -� HI H HI C�/ TIL av _ .. �' up�1 THIS WALL✓ _ w l (:t! I L NE OF TK FORS.. I O i >I -UPSIDE DN. 1 *. PIPES m BURY 4 0 -'I HANGER SS n I BELOW WOOD PARALAM FLOORING 1 NEW C.T. FLOOR OC c POST IN ~I I q TO BUTT EXISTING; c - z WALL (FROM I ' I IJI FLAT TILE SUPPLIED BY U / CEILING OWNER: ¢ BATH SIDE) QI ... : I 4-h I `� I u.. Q .H3 .. - .H3 .. ..... ... WAL-REMOVED ------ OB. NO: 2503 ' I NEW SINK DR IN d) DRAWN: PDM . IEXISTINIG TO RUN IN'701 T -pW - - I 1 SKYLIG,T SPACE:_CORE r p SCALE:AS NOTED ' - - ITO RE IN - CRAWL SPACE p( - I(NO CHANGE) WALL 'AND TIE DOQ �jCEILlr�4 ATE:II/26/201 I INTO EXISTING - EXIS ING 9TRUCTURALI OOD FLOOR FRAMING PLUMB'G:DRAIN LLQm: _ L;1 ) , BEA ROOF; NO CHAN E - ': OWz Ut-0 amU NO C GE r--EXISTING FOOTING: NO CHANGE L. ------_-_ --- - - _______ ❑ EXISTING 8' CMU FOUNDATION:: - I I FILL VOIDS SOLID WITH CONC. INSERTING VERTICAL Y5 REBAR I I FULL HT OF:WALL, I6'o/c HORT. .. r ROOF FRAMING - EXISTING HOUSE FOUNDATION .... .. (NO WORK) - CONSTRUCTION NOTES: FOUNDATION Ist. .FLOOR PLAN I. EXISTING CONCRETE MASONRY UNIT (CMU) FOUNDATION WALL TO REMAIN. FILL ALL VOIDS SOLIDLY.WITH CONCRETE TO TOP. NEW CONSTRUCTION' OF FOOTING; INSERT (D a5.REBAR VERT c l EVERY I6", FULL DEPTH. . .122 sf± - . . . (`I 2. EXISTING CONCRETE SLAB TO REMAIN. REMOVE CERAMIC TILE. I I I o LJ-1 C4 3. NEW FLOOR FRAMING SHALL BE CUT AND SCRIBED TO SLAB, WITH TOP OF FLOOR / JOISTS SET SO FINISH FLOOR ON 3/4" v ADVANTEX IS FLUSH WITH EXISTING FINISH r— FLOORS (MAY VARY BETWEEN BEDROOM o AND BATHROOM). ALL FRAMING TO BE P.T. NOTE CANTILEVER ON END AND REAR. [WALL N NEW WALL 6' THICK TO PI P2 I A ALLOW FOR PLUMBINGREMOVE EXISTING SIDING COMPLETELY: PIPES.COVER WITH 1/2" BLUEBOARD AND PLASTER. ADD DUCT EXTENSION XTEND'DUCT BEL uj IN CRAWL SPACE'T.O NEW LOOR:T,HRU POUND : :EXISTING EXHA T5'. TYPICAL NEW WALL CONSTRUCTION TO BE 2x4FLOOR REGISTER IN THI9 TO NEW REGIS ' PAN THRU ROOSTUDS. 16"o/c UNLESS OTHERWISE.NOTED. WHERE ELOW VANITY; CO- TO REMAIN ALIGNING A NEW WALL WITH AN EXISTING WALL, ORDINATE WITH TYPE ~ PURR EXISTING: WALL OR ALIGN STUDS:OF NEW OF VANITY 3L'AFF _ (n Q � WALL AS REQUIRED TO MAKE FINISH SURFACE � � --� 'r_, c I -----,�---_ FLUSH IN A COMMON. SPACE. n o��l E I ' ' W T ie;_ J P3 TEL N U- LJ-1 Q 6. ROOF RAFTERS S CUT ITT AO R I SET - EXISTING HEATING I I ^ , LEVEL, BUT TOPS CUT TO TAPER I'S" OVER FLOOR REGISTER' - LENGTH, TOWARDS REAR WALL. TO REMAIN. EXISTING SINK-,AND(fl� L -I O VANITY REMOVED:UTILIZE EXISTING\ �. NEW ROOF ON 'ADDITION TO BE RUBBER PIPING AS POSSIBLE. _ u (EDPM) ROOF, STRIP SHINGLES ON EXISTING m ROOF UP TO BASE OF EXISTING SKYLIGHT U a AND RUN RUBBER CONTINUSOUSLY TO THAT Q POINT; NEW ROOF SHINGLES (TO MATCH EXIST) ENG.: 0_ FROM SKYLIGHT DOWN TWO'COURSES. NGE //.� Q Q (`I ... .. 8. PI and P2. NEW.LAVATORIES ARE FURNISHED BY \ Q Q rl OWNER FOR INSTALLATION BY PLUMBER. uj v7 OZ W F--: 0 9. P3. EXISTING TOILET TO REMAIN, NO CHANGE c )_ IO.NEW VANITY AND COUNTERTOP TO BE FURNISHED O O LIl � BY OWNER FOR INSTALLATION BY CONTRACTOR. o II. EXISTING BATHROOM EXHAUST FAN TO REMAIN n — Q (NO WORK). 12. NEW VANITY LIGHTING AND GPI OUTLET BY OTHERS. SHEET NO. LIGHT FIXTURES FURNISHED BY OWNER. U_ i SEE COMPLETE SPECIFICATIONNS ON DRAWING A4. .1st FLOOR HEAT, PLUMBING Ist FLOOR ELECTRICAL 1 �C F E O Qs 0 C-D _ O OB. No: 2SO3 DRAWN: RDM - SCALE:AS NOTED ATE:11/26/201 I i �I O �a L -\ s .. .. .. Lu BATHROOM .. .. (NO CHANGE) / \\: \ UJ ^ .. (p U \dry X—EXIST'G VENTBING ... .. ..... \\\ .—\.• a: Q � H%ISTIIiG i.. SKYLIGHTI - NEW EDPM(RUBBER)ROOF - - WRAP EDPM RLOF W --'- UP"EXISTING S OP _ .. . - LL TO BA m ..... ..... - Io ... .: .. .. ... ..... '" REMOVE \\ Z EX15TING m .. .... ... AZEK•TRIM �GU�T.ER _ O .. !-;:,, ui7 NEW_ALUM. �_ DOWNSP_OU7CORNER 1° CHANGE)NGO \ DINIDNG- _ ❑ _ OF c 0 AREA '' BEYOND CORNER _I�E'lll�LUn OF.LIVING— ... —D.QWP_O.U7.... ..— �. ROOM W NS I— O BEYOND- �' _ _ O � 9 .. Q O m _" LANDING � o U ui O - I EXISTING 8.CMU FOUNDATION;ADD REBAR i I ADDITION CNATILEVERS. AND FULLY GROUT PER FOUNDATION PLAN I BEYOND EXISTING I ------- .. _.L� I FOUNDATION I I m I = - i JII I ------------ I� SHEET NO.I5' TK CONCRETE FOOTING (NO.WORK) J�---------- ------------ EAST ELEVATION ELEVATION 2 "D1W 2'-2 I/2„ I' 5" GC I— o N E I.' O e 8 z V �J LL3 0 CRI35 MIRPOR P] M17ROP. O �.n OB. NO: 2503 �.-- DRAWN: PDM 4 jSCALE:AS NOTED ATE:II/26/201 -' ... ELEVATION .. / .. SUT EXISTING NEW AL"UMMUM - . .. ROOF PANELS COUNTER-PLASH'G " UP-MIN-12=FROM PLAT ROOF.RUBBER EXISTING % RqDOp-UP'S' COVER .SKYLIGHT EKI9TING i-- UITH NEW-CLAPBDS.---- (NO CHA e) ROOP'BEAMS SEAMLESS SHEET EDP M'(RUBBER)ROOF SEAMLESS'SHEET EDPH IRUBDER)ROOF CLAMP FOR CLAMPFOR ROOP'EDPM OOP/ - s' GUTTER REMOVED AND EDPM '1 //RR RAFTER TAIL CUT FLUSH. CONTfN0009 � ,< � -Y -' CONTALUMINUOUSGUTTER M A BL]d] R _ :ALUM�WTTE HEADER �10,FIBERGLA99 1_ - - 10'FIBERGLASS /NEW TRIM MAT DE : INSULATION- REU88 flX18TING HEADER NEW TRIM MAY.BE I`-I INSULATION I DROP CEILING �( .PVC IAZEK) I _ FOR OVER POCKET DOOR PVC(AZEK) AT CONTINUOUS SOFFIT.: I : ..- ': I I OF HISADOM BOTT R; Q //VENT - ]d]RAFTERS Il'de DEL].S HEADER ]d]RAFTERS IL•o/c II /CORNER TAPER TOP FORAR. NEW TRACK �� TAPER TOP A R BEADS PITCH TO REAR, AT POCKET PITCH TO.REA: I' I .\ 1/1'PER FOOT DOOR. I/1'PER FOOT, .1[ a— m ❑ ❑ WLn STE I I- z REI�UIRED. g MA R BATH AREADINI�G 3 BAITHROOM n �EXISTINr EXT mRIOR U DOOR;INO WI I v .BEYOND � REMOVE EXISTING CHANGE O WALL REMOV AT UUU I 'I BATHROOM SHINGLES .� CEDAR COVER WITH AND COVER WITH' PLEBD _ PLA6TER.BLU r - ]vl STUDS U'oI. I I fn ].,STUDS N'e/e I I O 1/]'CDX PLYWD I J. ll-1 2.9 SHEATHING L MIL POL EXISTING SHEATH NG�YWD 4 3.S'FIBERGLASS BARRIER I I - INO CIANGEI Q �U) O .. INSULATION ID 3.6'FIBERGLASS - 1/2'BLUE I I O .� INSULATION { _ WHITE CEDAR BOARD R I Q �/ M SHINGLES;MATCH PLASTE p I I Q SHINGLES; CEDAR _ OC EX 8T1'G ON �- BHINGLEO;MATCH (STAINED BYLL OWNER'PRIOR" NEW WD BASEBOARD ALONG-ENTIRB Q r : ... .. TO INSTAL G1 IW I WALL:MATCH EXIST'G IN KIND 1: ALLIN 7-F �n FIR DECKING Q A�.A A I NEW 14 P.T.FLOOR JOISTS RIPPED TO THICKNESS TO P MAKE PLYWOOD SUSPLOOR —U- .T ].�'�N'de EXISTING CONCRETE- EXISTING CONCRETE SLAB - BLAB TO PWSH WITH EXISTING _^ .. ... - _ ., LL REMAIN:STRIP C.T.PROM.TOP. -- OLEVBL FLOO REQUIRED DBL 24 P.T.GIRDSR I- .. _ I T .� EXISTING CRAWL SPACE II EXISTING .. .. - _ _ CRAWL SPACE 11- I-I I-I I I I I- I I-I (NO CHANGE) Q Q �) II I I—II II BEE NOTES ON FOUNDATION I—III imlik NEW 86 RBBAR DOWELS Q 0 : _ '.PLAN,DRAWING Al. AND FULLY GROUTED.VOIDS O Q -(III= (IIIIJIII'I�I—I IN CMU;BEE FOUNDATION PLAN N Lu rL g -I111 U) - O Ln O a (LfogU r� SHEET NO. SECTION I SECTION 2 U !metal[ materials in accordance with manufacturer's printed D. EXTERIOR TRIM 09200 - PLASTERING "DM e• instructions and approved Submittals. Install.materials in S C I I C T I O I `l S proper sequence and m proper relation to adjacent Fascia, soffit, rake trim, and cornices shall be Ix Azek PVC A.INTERIOR WALLS AND CEILINGS construction and With tint orm appearance. Co-ordinate with (or equal) to match existingprofiles. Use-Bronco moldings where work of other Sections of these Specifications. required. Priming to be b others (see-Section 0990g0). All interior surfaces scheduled to be plastered shall have 01000 — CONDITIONS OF THE CONTRACT Replace materials and products damaged during installation. blueboard (veneer plaster base) with U.S. Gypsum Co: Diamond C> 1--- p p 9 9 Veneer plaster. All surfaces (walla and ceilings) shall be 0 E. EXTERIOR SIDING smooth fvxeh: Z V A. CONTRACT Prior ca completion, clean all rm iu ee, test all mechanical and Siding shall be 16" White Ceder Clears. G "t ex osure to Walla shall be screw fastened direct) to wood Framing: electrical equipment, and perform stmilbr operations as g p y The Owner-Contractor Agreement to be executed shall O er required to make Work reedy For occupancy. weather; ergo with adjacent existing walls).it Cover all newly strange Shall be furred and shimmed level with Ix3 wood � L+--✓I Document AIOS 'StandardForm of Agreement Between Owner and aided exterior walla with Tyvek high density polyethylene fiber - strapping prior to matelhng blueboard. � ��2 Contractor For a Small Project. 1981 Edition, plus Supplementary I. CUTTING AND PATCHING air-infiltration barrier. Tyvek to be installed prior to window �— General Conditions included herein. Comply with Owner's installation. B.BLUEBOARD requirements for coverages and limits for insurance re cored for Contractor shell perform all cutting.and patching required q g For all trades. Contractor shall repair all damage to P. GUTTERS _ Blueboard shall be 1/2' thick For both walls and ceilings. this Project; furnish Owner with currant Certificate o Insurance. existing conditions caused by either the demolition or the Contractor shell furnish new aluminum gutters on new construction Plaster finish shall be smooth, including all ceilings. _ new construction. - - (along entire rear and-side walls of addition): include two downspouts - - C> B. INTENT and pttch gutters from corner towards the downspouts. 09660 - FLOORING : 0 `): ¢e These Drawings and Specifications ere complementargg and are J. DEBRIS J intended to provide the baste for a completely, Do not permit accumulation of trash and waste materials A.WOOD FLOORING = pC project suits le For the intended use of the Owner. Items within the structure or around the exterior not in proper 06200 - MILLWORK Contractor shall sub-contract For all new re-finished bamboo Q -1 called for by one shall be.considered required bg.both. : ..." P Q -- An thin not ex ressl set forth but which is reasonablg containers. Remove full debris containers promptly. wood flooring in new Office area. - g p y k A. INTERIOR WOOD TRIM copied or neceaearg for proper performance of this war Contractor shell remove all debris from the site at the shall be included unless a reset .excluded b reference to completion of the project and at all times din oae:of in a A11 interior wood trim shall be Poplar. r7 match existing xP 9 9 P P J P tam profiles in real of house; no Roger-jointing,where All finished flooring shall be even and level. There shell JOB. NO: 2563 'work f others'. legal manner. be no interior raised'thresholds between orrice and Bedroom. y 9 atam�Rniah is indicated. Finger- ointing•.for�peinted wood- � DRAWN: PDf'1 work only as approved by the �wnar. All paint and stain Flooring shall be delivered in unopened bundles and stored C. DIMENSIONS Do NOT bury any Wood debris on the site. by others under Section 09900. p Contractor shall verifg all existing conditions and shall with adequate air circulation for a minimum of 1 days in the SCALE:AS NOTED be responsible for all discrepancies between dimensions of Furnish and maintain one 5-gallon:ABC fire extinguisher on B. CABINETS area where it is to be installed to allow:adjustment to the ATE:II/26/201 pfinished environment. the actual work and those shown on the drawings. Any site at all times until Substantial Completion. differences that mat be found shall be submitted to the Contractor to install new vanity furnished to the job site Coin I with Flooring manufacturer's rented instructions Owner:for decision before proceeding with the work. All removed materials:with a salvage value shell remain_the bgg the.Owner m Master Bathroom,ee shown on.the drawings. - py g p - - Contractor shall also ban to the attention of the Owner property of the Owner and shall be stored where directed. Re drawings, including new vanity countertop. and recommendations For installation of flooring. Provide gg - and/or Architect any additional information (including dimensions additional nailing as required to secure subfloor, then install 15# red rosin paper between new wood floor and and details) necessary-to execute the work, giving.the Owner aubfloor: " ! Sufficient notification to permit preparation of additional material 02100 - SITE WORK . 01100 THERMAL PROTECTION . required. A. SEWAGE DISPOSAL A. BATT INSULATION B. CERAMIC TILE D. PERMITS : : ": : : General Contractor shall install new ceramic tole floor in - - ' - Prior to commencement. Contractor shall stake out location All occupied.spaces shall have unlaced:fiberglass .. - extension of existing;Master Bathroom.All Work shall conform to the Massachusetts othrapplicable State Building of existing septic-tank and leaching Reld. Keep'all construct- insulation in batts or rolls in the thicknesses shown, or if Code (latent Edition) and any other epprcable codes and ion activity and storage.of materials a mimimum of. 5' away not shown. generallyy in the thickness of the.wood framing: Owner shall furnish all tile..contractor shall furnish all. regulations. Pile-documents with required regulatory from perimeter of this area. minimum R values ahall equal.or exceed 3-1/2" RII, 571/2". other materiels (eppoxg, grout, and accessories). Install in egencres. Obtain and pay all related fees and permit coats. - RI9, 9" R30. Cover the innerface of all walla end.ceilings accordance With Tile Council of America:specifications and Obtain all required inspections and approvals. B. GRADING/FINISH WORK that have fiberglass insulation with 6 mil polgethelene instructions of adhesive and grout manufacturers. An damsga or disruption to adjacent aril areas shall be vapor barrier that has been installed in the largest E. GUARANTEE E p J y unbroken.sheets possible, in accordance:with manufacturer's All work and material is to be Full guaranteed for one (U ree ores to original:grade knee. Rake smooth end clear of panted instructions, C.CARPETING 9 y stones or other debris for seeding by others. Any damage There to no carpeting included in this Contract. year after final acceptance as complete. All materials to adjacent paved areas. roads, or we Its (bituminous, concrete, furnished by the Contractor shall be neat, except as or crushed stone or stone dust shall be restored by the 01300 - ROOFING AND MOISTURE PROTECTION eppeccally noted 'n the Drawings or in these Contractor to their original condition. 09900 PAINTING Spedic'rcatwns. and shall be free of imperfections and A. ROOFING. GENERAL appropriate for the intended use. A. SCOPE 04100 - MASONRY Contractor shall furnish and insall continuous (seamless) EOPM a is the intent of these Specifications a that the materials rubber roof over enure surface of new flat roof anti up the elope All painting, exterior and:mienor; shall be by others. Owner Snit egwpmant described be procured, erected, metalled, A. CONCRETE MASONRY FOUNDATION WALLS of the existing roof to the base of the existing skylight flashing' shall see that all Cedar shingles for the exterior have been connected, used. cleaned. serviced, and conditioned in such Existing CMU foundation walls shall be reinforced With rebar and up the face of the ad oinmgg (living Room) wall a minimum of 8". pre-stained prior to Contractor's installation on the exterior a manner that any and all guarantees and claims of the dowels as*detailed on the Drawings.' Use high-strength masonry Cover rubber on existing aaped roof with two courses of ash halt wells. respective manufacturers, fabricators, or processors be grout:full depth of wall. shingles (matching the.existing roof) below skylight: remainder to be fully binding. axposed rubber. Cover top edge of rubber on ad scent vertical Contractor is NOT responsible for filling nail holes in any trim, B. COLD WEATHER GROUTING AND PROTECTION wa(1 with aluminum counter flashing a minimum of 12° above eloped roof interior or exterior, only for per crattamanship in all cuts and In the event that the use, conditions of use, or any surface and then tootf in cedar shingles to patch, )saving fitting of trim; countersink Finish nails. (4 instructions specified herein are inconsistent with or - minimum of 8" exposed metal flashing. - . P When rout is placed;at.or below ambient air temperature contradictory to the manufacturer directions, - of 40' F. or whenever such or lower temperatures are hkelg Install accordin to the roofingmateriel:eu lier's rented �1 recommendations or instructions, notify the Owner prior to occur within 48 hours after placement cold weather PP p 10100 - SPECIALTIES to ordering same. P instructions. ue all hardware (edge seating damps) and g � weather concreting procedures shall be followed. To thin end, accessories required by'the manufacturer to maintain their -- entire area affected shell be protected bg insulated blankets. standard warranty. A. BATHROOM ACCESSORIES ul r1 F. TEMPORARY FACILITIES No salt, chemicals or other materials shall be used in mix to ` lower freezing point of the grout. B VENTILATION Mirrors, medicine cabinets, tonal fors and other esoriae V - B. shall be furnished b the Owner for installation bg t the. Contractor and his sub-contractors shall have use of the 9 _ existing Master bathroom during the. course of the construction. During curing and at conclusion of curing period, means Install new continuous 2" white strip soffit strip.along Contractor. Provide concealed said wood blocking For all Facilities moat be kept meet and clean throughout the course shall Be provided,lF necessary, to insure that temperature new horizontal soffit. Polyetyrena vent channels m all toilet accessories as part of rough framing. of construction. of air adjacent to concrete does not fall more than 50° F each rafter bay. framing. Q Contractor shall thoroughly clean at completion of construction. hour and not more than 30° F in .24 hours. El Contractor and his sub-contractors me use exietin Do not use frozen materials or materials containing ice or snow; 15500 PLUMBING g 9 08200 - DOORS AND WINDOWS r electrical power and water during construction: normal Do not use calcium chloride, salt or other materials A.SCOPE utility costa shall be paid for by the Owner. A. WINDOWS containing antifreeze, agents or chemical accelerators unless - p (Ll otherwise accepted in mix design. Contractor shall furnish and install mew windows as Scheduled Owner shall subcontract separately for all plumbing work. W There shall be no smoking permitted imside the house at any associated with this Project. Contractor shall make T N time duringconstruction. on the drawings plus new windows in existing window locations J reasonable allowances for Plumber to for the his work e f1 Q where so noted. p `J' including lepvmg Halle and floors open for the performance 06100 -CARPENTRY O G. PROTECTION OF EXISTING CONDITIONS Verify ALL windows with Owner prior to placing final order; of work and providing a schedule which allows the Plumber W/ jA. FRAMING LUMBER saes, color, glazing, muntins, and hardware. sufficient time to.perform his work, secure inspections, and Q Contractor shall confine general construction operations to not delay the project. .. as tight an area as possible around the addition and driveway, -.All lumber used for.framing shall be as follows except All new.windows, except as otherwise.scheduled,.shall be UL mdudmg debris storage end perking: Exercise extreme core where noted otherwise on the Drawings: Anderson:400 Sense dad wood windows with Hi-Performance z (11 to protect existing trees, shrubs, and plants slated to Spruce-Pine-Fir (SPF) u2 or better; moisture content leas Low-E4, glass. divided light with spacer; exterior grille - white, 15100 - HEATING AND VENTILATING O remain. Upon commencement of the project. Contractor and than.l9%,:surfaced 4 sides, Flo-:1.000 psi. Fc-125 psi, interior grille pre-Finished white. Include full perimeter weather- Owner shell together determine if any shrubs interfere with E=1.300.000 psi. Exterior well 'framing typically 2x4 stripping. Exterior faces :hall be vinyl clad color white. A.SCOPE O the construction and then the Owner shall remove any shrubs construction 16" o/c, interior wall framing to be 2x4 Interior surfaces shall be factory pre-Finished white. "' in the way of construction prior to the commencement of construction, except as otherwise noted. Owner shall Subcontract separately for all Heating work !7 work. Windows shall be glazed with sealed insulated glees: all windows associated with this Project: Contractor shell make Access for deliveries and for dumpster shell be along o B. PLYWOOD 814EATHING shall have fixed wood grilles on exterior, in the patterns shown. reasonable allowances for Heating sub-contractor to perform Q - his Work includin leaving walls and floors open for the ' 01 driveway; do NOT intrude into tree line; restore any All plgwood shall be-Fir, as follows: Interior. hardware shall be Anderson PSC Classic aeries - white. performance of work and providing a schedule which allows Q Q'Q diaturbad lawn areas to original conditionn upon completion Walls'- 1'/2" C-D INT APA with:exterior glued, uneanded. the Heating aub-contractor sufficient time to perform his of project. Roof - 5/8" Structural 11 CD INT APA, uneanded. Include removable insect screen, white, for all unite furrshed. work. Secure inspections, and not deleg the project. Q (1 Floors - 3/4' C-C INT 'APA with exterior glue, tongue - LLI / Contractor shall seal aft remainder of house From rooms and grooved (glue and nail to joist). B. EXTERIOR DOOR N W a where demolition is assuring, using G mil polyathalane and 1/2' INT-DFPA touch sanded for underlayment: 16100 - ELECTRICAL Q C wide masking tape. Relocate duet barriers" as required Exterior.:door (eliding glass door) shall be:existing door at rear U during the course of the work. Protect all exeiting wood DO NOT use Iuan plywood For underlagment. of Master Bedroom carefully removed and reinstalled. Notify A.SCOPE ILI Floors With red rosin paper during construction. Owner of any deteriorated materials or other deficiencies in the Q aV C. FASTENERS existing door which would:make a Iesa-then-weathertight and Owner.shall subcontract se eratal for all Electrical work O 10 H. INSTALLATION proper installation worthy of a guarantee. Owner tad with this Project. Contractor shall make '�.1/�' All nailing shall be in accordance with the Massachusetts Replace completely all exterior end interior casings. reasonable allowances for the Electrician to perform N- — U p Take field measurements prior to fabrication where State Building Code (latest edition) and the American his work including leaving walls and floors o an for the [� practical. Form to required shapes end sizes with true, Plywood Aeeocmtion; use more stringent requirements. Nate C.INTERIOR DOORS performance of work and providing a schedule which allows straight edge&,lines and angles. Provide inserts and for plywood sheathing (floor, walls, and roof) shall all be All interior doors shall ba 15-hte said clear me, lie the Electrician sufficient time to perform his work. templates as needed for the work of other trades. hot dipped galvanized. p scheduled, Morgan French door, on thickness I•as secure inspections, and not delay the project. SHEET NO. f)- Annular nails shall be used in subflooring. Simpson H-3 with solid wood 4ambs (stain grade), to be hung on concealed w foetenere (Hurricane Anchors) shell be used for plate to sliding door track. Include'bright brass ringer pull in and X X rafter connection¢, well lie each aide. General Contractor shall assist separately sub-contracted /'f//_\r\.}\ f�/III. a trades (plumbing, heating, electrical) with any penetrations of existing concrete or masonry walla for them pipes, Wires, / or ducts. U .. ..