Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0152 ANSEL HOWLAND ROAD
o a a r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map- � Parcel Z6 3 Application #Health Division Date Issued � 0- /67 Conservationt Division Application Fee Planning Dept. Permit Fee D • C6 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �^ !Sa Village _ c.en kv Vi 11 P Owner 5 • l'q�ce zla&LA 0�Shea Address !'�_A t}y,s:e l �kw Alid 8 e - Telephone Permit Request Fx A14 vd oxishm c c6 d e-a- !�a,-&C.e -4 a J- Ca Square feet: 1 st floor: existing A(-Z proposed 2nd floor: existing proposed Total new Zoning District Flood Plain N0 Groundwater Overlay Project Valuationl�o lao0 Construction Type Lot Size 35 q c i5-/A 5 F Grandfathered: ❑Yes ❑ No If yes, attach supporting docurn(i ation. Dwelling Type: Single Family U' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Ul"No On Old King'szH,ighway:`U Yeses❑'I l�o Basement Type: CTFull ❑ Crawl ❑Walkout ❑ Other 77, Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2 new Half: existing new Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing new First Floor Room Count 7 Heat Type and Fuel: 2(Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes '-moo Fireplaces: Existing J New Existing wood/coal stove: ❑Yes L�Mo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: existing ❑ new size _(_.Shed: ®'existing ❑ new sizea)f/ Other: Cur /LXI� 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 �r«`'` �7 � �✓` Telephone Number 5O C - Address License # 0- 60 3 a-D Cer\l ( 14 -O ' Home Improvement Contractor# Email �b✓e'hcanl6M Pj 6rn Cccff- '7e- Worker's Compensation # wGG0g6 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO k-M0 J k *,Inf let— SIGNATURE DATE U— FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: 1 FOUNDATION FRAME p1►`! Mon- INSULATION i2-4 WA-LLS- -3� C� ����/L /!Lw! am FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i ToWn of Barnstable �. Regulatory Services SS « Richard V.Scali,Director Baas. w Building Division Tom Perry,Building Commissioner . 200 Main Street,Hyannis,MA 02601 www.town.barnstableana.us Office: 508-862-4038 ' Fax: 508-790-6230 Property Owner Must ` Complete and Sign This Section N.If Usinz-ABuilder , as Owner of the subject property _ hereby authorize �ir/li vl`t 4�4�u to act on my behalf, in all matters relative to work authorized bythis budding permit application for. (Address of Job) ""Pool fences and alarms are the responsibility of the applicant. Pools L be filled or utilized befor)Pfence is installe d all final s are performed and acce S ture of r of phcant f Print Name Print Name { Date . Q:FORMS:0 VM1WERMLSSI0NPOOLS ' Town of Barnstable a Regulatory Services of Tory, Richard V.Scali Director Building Division 33AR1Nf:I•4^R : Tom Perry,Building Commissioner MASS 200 Main Street; Hyannis,MA 02601 www town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION. number sty village �HOMEowrrt��: ®19-i 0S�1�g.— S_V 9 C r/ o0 2 3 7V 7d( QSY 7 name bomc phone# woic phone# —---CURRENT MAMJNG ADDRFSS: I_U= SQL fined 4toLd 12.1 C' eo_u W--e 4,11f_Q 4163 2 - city/town staID rip 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_ DEFTNMON 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 buildingpermit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations_ _ J The undersigned"homeowner"certifies that he/she understands the Town of Bamstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and rupikemen s. Signature of Homeowner Approval ofBuflding Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Cods; Section 127.0 Construction Control. j \ HOMEOWNER'S EXE11IpTION 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 Iast page of this issue is a form currently used by several towns.!You may care t amend and adopt such a form/certification for use in your community. Q-\WPFIL EMR1A%ufldmg permit fo=1EXPRESS.doc Revised 061313 The Commonwealth of Massachuseft Print Form Department of Industrial Accidents - -- Office of Investigations _ 1 Congress Street,Suite 100 Boston,MA 02114-2017 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(BusinessiorgmizationMdividual):Brian W.Shanahan Address:32 Goff Terrace City/State/Zip-Centerville, MA 02632 Phone#: 508�-�7 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓❑ I am a employer with 3 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.0 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 .workingfor mein an capacity., employees and have workers' y9. ,/❑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 1 I.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name:Granite State Insurance Company Policy#or Self-ins.Lic.#:WC009619339 Expiration Dale:1/03/2016 Job Site Address: 152 Ansel Howland Rd. City/State/Zip:Centerville, MA 02632 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of.MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the 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 the and penahks pfperj&uy that the information provided above is true and correct Si ature: - --- - -- -- -------- Date --- -`0/V}O! Phone#:508-360- 567 Official use only. Do not write in this area,to be completed by city or town ofciat 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 M Policy Number: Date Entered: 09/22/2015 ACCOR V® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 9/22/2015 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 PASSARO, LEVERONE & BUCKLEY INS AGCY INC NAME: 239 ROUTE 28 PNONE .(508)398-2223 nl�c "e:(508)398-2224 E-MAIL P.O. BOX 160 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC P DENNISPORT, MA 02639 INSURER A.:GRANITE STATE INSURANCE COMPANY INSURED BRIAN SHANAHAN CONSTRUCTION INSURER B: BRIM W. SHANAHAN DBA INSURER C: 32 GOFF TERRACE INSURER D: CENTERVILLE, MA 02632 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. INSR ADOL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MMIDD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JEC LOC PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS- Paraccident S UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LUIB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ S WORKERS COMPENSATION PER I OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I I ER _ P' ANY OFFICER/ME BEREEXCLUDED?NERIEXECtnNE YD N rA WC 009-61-9339 /3/2015 /3/2016 E.L.EACH ACCIDENT $1 r 000 r 000 (Mandatory In NH) - E.L.DISEASE-EA EMPLOYEE $1 r 000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,.may be attached if more space Is required) CARPENTRY WORK BRIAN W. SHANAHAN IS NOT COVERED UNDER THIS WORKERS COMPENSATION INSURANCE POLICY. CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 200 MAIN STREET THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED 1N ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS, MA 02601 AUTHORIZED REPRESS T THE f ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Plus software.www.FormsBoss.com;Impressive Publishing 800-208-1977 ` 1 fS Massachusetts -Department of Public Safety �✓ .Board of Building Regulations and Standards Construction Supervisor License: CS-003247 • BRIAN W RUNAAIAN 32 GOFF TER - ' � fµ_ CENTERVILLE MA 02632 Expiration Commissioner 11/03/2015 ' y t Office of Consumer Affairs&Buscess Regulation OME IMPROVEMENT CONTRACTOR egistration: 156211 Type: Expiration 6/1212615• Individual BRIAN SHANAHAN BRIAN SHANAHAN—.~ - 32 GOFF TERRACE CENTERVILLE,MA 02632 s Undersecretary 6F/. fOffice of Consumer Affairs&Business Regulation I si OME IMPROVEMENT CONTRACTOR Type._ egistration: = 56211 Expiration:---- A_-W Individual BRIAN SHANAHAN; BRIAN SHANAHAN c 32 GOFF TERRACE CENTERVILLE,MA 02632 Undersecretary S individul use only '1 valid for return to: t.t or registration nte It found Regulation License {ration Business before the exp_. ffairs and office of ConsuSite 5110 10 Y MA 02116 t , Boson W�pout signature clot'Val - I t r-j AWC Guide to Wood Construction to Hi hj�d Ares. 0 II ofP jhh Wind Zone g Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' ! oF¢ Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)................................. -......... 7.... ........... ..-. .......-._.......................................110 mph WindExposure Category......:.............::..............:..:.:.....'.........._........ ................... ......................................B 1.2 APPLICABILITY Number of Stories ...................................................:..........(Fig 2)............................ stori_es s 2 ones Roof Pitch . (Fig ) MeanRoof Height ..............................................................(Fig 2)............................................._ IL7 ft <_33' BuildingWidth.W........................................:......................(Fig 3)................................................�7 ft 5 80' Building Length, L .........:....................................... Fi 3 ft <_80' ............. F� 4 5 3:1' Building Aspect Ratio(L/VII) ( 'g )......:..................:. Nominal Height of Tallest Openine ...................................(Fig 4).................••••--•--...---... ............ 7� _<6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections..................:.(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5V Proprietary Mechanical Anchors as an aftemative in concrete drily Table Bolt Spacing g—general joint. f plate ............................(Fig 5)4)......._..._........._..-----....-.�. .__n <�2" Bolt Spacing from endl'oirrt of ate F• ��? BoltEmbedment—concrete.........................................(Fig 5).................................................—:;L in.:!7" Bolt Embedment—masonry.........................................(Fig 5)............................................ — in.>15" PlateWasher...............................................................(Fig 5)..............................................a 3"x 3"x Y4" 3.1 FLOORS Floor framing member spans checked ...........I ................. ...(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................=ft<_12'or L/2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)......................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)..................................................... —' ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.::.............(Fig 8).......,............................................—ft Sd 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)..=d nails at -- -edge/=is field 4.1 WALLS . Wall Height Loadbearing walls.....................................................::':(Fig 10 and Table 5)....................&lY Non-Loadbearing walls.........................................:.....(Fig 10 and Table 5).................... 0'Wall Stud Spacing ........................:...............................(Fig 10 and Table 5)..............--_.. C. WallStory Offsets .......................................:,—..--.....(Figs 7&8)......................:........... d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls................................................:.......(Table 5).:............................2xJ ft�in. Non-Loadbearing walls............................................... (Table 5)..............................2x ft in. Gable End Wall Bracing' Full Height Endwall Studs....:................:......................(Fig 10)......................-._--_--_---_-............:............. :.. WSP Attic Floor Length................................................(Fig 11)......_..............::.........-............ — ft kW/3 . Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ i'0.9W or-""ems 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)............................................................ Top Plate 2=' td4.��ELE Length .....:..................................................(Fig 13 and Table 6)..aS`1T..�/ljr�•�'�..r........ ft ° U``°�� Connection no.of 16d common nails G �779 ( )..............(Table 6)......................................................... Cs °StOthhl. . 2 er4• ' A WC'Guide-to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2,1.1)' Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(fable 7).................:......................-................ Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)....................•.......-........................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to able 9) Header Spans ........................................................(Table 9)........................... =in.`11' Sill Plate Spans .........................................................(Table 9).................................O'E3ft Full Height Studs (no.of studs)....................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table HeaderSpans.............................................................(Table 9)............................... ft in.<_12' Sill Plate Spans...........................................................(fable 9).....................-..........— ft=in.<_12" Full Height Studs(no.of studs)....................................(Table 9)......................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneousv Minimum Building Dimension,W Nominal Height of Tallest Opening2 ' SheathingType..............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)...........-............ in. Field Nail Spacing..........................................(Table 10)... .......... .--........ -.... -.-..-'*..... -...-..1_. Shear Connection(no.of 16d common nails)(Table 10)......................................................... c �- c yp Percent Full-Height Sheathing................•......(Table 10)................................................... o �S nt A FbK. �25%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).....:............... 01& Maximum Bkrtlding Dimension,L 1 Nominal Height of Tallest Opening2...........................:............................................ s 6'8° SheathingType..............................................(note 4)...................................................... Edge Nail Spacing able 11 or note 4 if less Field Nail Spacing............:.............................(Table 11)................................................. =r 2 ' Shear Connection(no.of 16d common nails)(Table 11)....................................................... Percent Full-Height Sheathing.......................(Table 11)....................................................X-Y. i 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................. .. 'L Wall Cladding Ratedfor Wind Speed?............................................................................................................................... 6.1 ROOFS Roof framing member spans checked?,.......................(For Rafters use AWC Span Tool,see BBRS W bsite) Roof Overhang ......................................:............(Figure 19)...........��ft s smaller of 2'or Truss or Rafter Connections at Loadbearing Walls t �1 Proprietary Connectors �TN SrrtP Uplift..................................................(Table 12)............................................Ua2bltb Lateral.........:...................................(fable 12) L. Shear............................................... ................... ......... .........(Table 12)....... S- Ridge Strap Connections,' lar not®per page 21.....(fable 13)..............................T= — Gable Rake Outlpoker.........................................(Figure 20).....-...-..f�[ ft<_smaller of z or Truss or Rafter Connections at Non-Loadbearing Walls " Proprietary Connectors Uplift---•............................................(Table 14)..................... .-....-.-......-----U= -' I . Lateral(no.of 16d common nails)...(fable 14).................. _ - Roof Sheathing Type.......:.........:............'**"*...............(per 780 CMR Chapters 58 and 59)................. Roof Sheathing Thickness........................................... ............... in.Z 71�WS Roof Sheathing Fastening .(Table 2). tit..�°y�w. G.... - .W8i f Notes: ....... . ............................. .... 1: This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the req Arements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold do Nns 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 Dooms per Figure 18a. 2. Exception:Opening heights of up to 8 ft:shall be permitted when 5%is added to the percent full-height she thing ' 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. L�Of MAs�C ti �o� �tCp1E O Gca a cU0 ,�$ �N cap- r SS � "i%4 Nei,5P B�Ck- f M C-5 ITYP ) • r�tll, P .� �1,, • f i f , "'PIN WSJ WSP ATTACHMENT 90'r To NOTES= pp. m S Nil Wood Structural Panels shall be mininnna thickness of 7/16-and be installed as follows: Panels shall be itrsttiled with strength axis parallel to studs. iL All horizontal joints shall occur over and be nailed to framing. . iii. On single story construction.panes shall be attached to bottom plates and top member of the double top Plate- iv. On two story cOns ruction.upper panels shall be attached to the top member of the upper double top plate and to band joist at botton of panel.Upper attachment of lower panel shall be made to band joist and tower attachment made to lowest plate at first floor framing. V. Horizontal nazi spacing at double top Plates,band joists.and girders ihall be a double row of 8d staggered at 3 inches on center per figures below.:Vertical and Horizontal Nmiing for Panel Attachment r ,r t. r 4 � ryY 'c t WENT W . .. . °•, , GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"long,w%2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage c.) All walls longer than 25'shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter,punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to gams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: U360 total load deflection. 4.Timber Framing: a.All new timber framing.Spruce-Pine-Fir No.2 with Fb=1000psL E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksy Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksL Fv=285 psi,Fc_per=750 psi, Fc_par-2900 psi. Note that Microllam and Parallam may be used interchangeably. L Deflection Criteria: L/480 Live Load,LJ360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min.1 x6@ 16"o%at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: a.Blacking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building comers. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 240d toenails ea.end,or 2-16d end-nails ea.End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at,all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. ^ Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. b.Sub-bore where;nails tend to spiit wood. ' 9. Headers less than T-0",use 2-2x6;all others per MA State Building Code. r CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD FIGURE 1 NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation • Extent of header(two braced wall segments) ----- - Extent of header(one braced wall segment) Top plate continuity is required per R602.3.2 • �+` Min.3"x i t 1/4'.rtef herieler I` _ Sheathing filler o if needed T to 18'(finished width? 16d sinker nails Fasten sheathing to header with 8d common ;l (0.148 x 3-1/4"f nails(0.131'x 2-1/2•)in 3'grid pattern as shown Is: i in 2 rows @ ` >a and 3`o.c.in all framing(studs and sillsl typ' i ,_ ( 3`o:c.' 1,000 lb.header-to-jack-stud strop i1 1,00016_header- on both sides of opening Nj •• j4•' to-lock-stud strap linstall on backside as shown on .( 1 Max. °" »;• a� on both sides Side Elevation,Ref.No.LSTA24) height `� 4'- Ad, �;a of opening(Ref_ 10. `Min.(2)2x4 typ. (j if j "' "`I No.LSTA241 •, ,� - If pone)splice is needed it shall Braced wall segment per occur within 24`of mid-height. s ( . A 3/8'min.R602.10.5 i ( '� ` Blocking is not required. l `- R� t thickness wood • g N. Min.width based on 6:1 No.of a structural panel ,�:_.,� height-to-width ratio:for jack studs i sheathing example:16'min.for 8'height, per table R 20`for 10'height,etc. R502.5(1&2, „ n, Min.2'x2`x3/16"plate washer .' _ -.---_-._.___._:_.-_.. I T1 -- = -- r R403.1.6 T --- /�^ v Not to scale ' per yp. Foundation per code 'Or other code Anchor bolt-recognized fasteners providing lateral resistance equal to or better than the prescribed rails. FIGURE 2 h.:.r.:r-icne: nouia! :r:.-:,:ne &III.- car~ EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5) �wv;,7r.I..:injnr!e At corners,connect the tbd nail of 12`o.c. two malls together as outlined in this detail to provide overturning i - Orientation of stud may vary restraint. -- Gypsum,when required, installed in accordance with IRC Chapter 7 Wood structural panel 5F b I FLOOR MEMBER SCHEDULE OTY DESCRIPTION LENGTH QOD RIBBON 11-7/8 m 1-1/2" X 11-7/8" LVL 2.OE 310OFb 16" O/C D 4 JOISolsrT"RIM BOARD 12' � � s v ® 1.1/2'X 11-7/9"LVL 24' 1® 1.1/2'X 11.7/8 LVL 2V BEAM 4 1-3/4"X 1V'LVL 24' 4 11.7/B"AJS-20 (BLOCKING) 12' 7 3-1/2" X 7" POSTS LUS210 HANGER TYP. VERSALAM 2 3-1/2"X 7"VERSALAM POST 10' II II II B II II II it POST (TYP.) HANGERS 1-3/4"X18" LVL 2.0E 3100Fb 17 LUS210 0 . Z H DON & SANDY O'SHEA 1-1/2" X 11-7/8" LVL 2.0E 3100Fb 16" o/c X 152 ANSEL HOWARD RD W -BARNSTABLE, MA 10 / 16 / 2015 RIM BOARD �Bolse de Quadruple 1-3/4" x 18" VERSA-LLAMOD 2.0 3100 SP Floor Seam1F1301 Dry 1 span No cantilevers 10/12 slope October 16,201510-49:51 BC CALL®Design Report Build 4137 File Name: B Shanahan_OShea Job Name: O'Shea Description:DesignsTB01 Address: 152 Ansel Howard Road Specifier. J Madera City,State,Zip:Barnstable, MA Designer: Customer: Brian Shanahan Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b �..—d—.- Completeness and accuracy of input must be verified by anyone who would rely on a _• �• output as evidence of suitability for c particular application.Output here based • • • on building code-accepted design properties and analysis methods. • e • Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" C=7" or ask questions,please call (800)232-0788 before installation. b minimum.=4" d=24" e minimum=1" BC CALCO,BC FRAMER®,AJSTM, ALUOISTO,BC RIM BOARDT",BCIV, Calculated Side Load=390.0 Ib/ft BOISE GLULAM7°' SIMPLE FRAMINGSYSTEM®,VERSA-LAW,VERSA-RIM Beams 7 inches wide will be assumed to be either top-loaded only,or equal loaded from ���' TRAND ,VE ly equally vERSASTRAND�,VERSA-STuo®are each side. trademarks of Boise Cascade wood All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. Products L.L.C. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMTSL634 r ®Bolft CasCaft Quadruple 1-3/4"' x 18" VERSA-LAM®2.0 3100 SP Floor Beam1F13O1 Dry 1 span I No cantilevers 1 0/12 slope October 16,201510:49:51 BC CALCO Design Report Build 4137 File Name: B Shanahan_OShea Job Name: O'Shea Description:DesignsXFB01 Address: 152 Ansel Howard Road Specifier: J Madera City,State,Zip:Barnstable, MA Designer. Customer: Brian Shanahan Company: Shepley Wood.Products Code reports: ESR-1040 Misc: 24 X)-W 60 BI Total Horizontal Product Length=24-00-00 Reaction Summary(Down/Uplift) (ibs) Bearing Lire Dead Snow Wind Roof Live BO,3-1/2- 3,12010 4,33810 4,68010 B1,3-1/2" 3,12010 4,338/0 4,680/0 Live Dead Snow Wind Roof Live Tdb. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft"2) L W-01)0 24-WM 20 10 13-00-00 2 Unf.Area(Ib/ft"2) L 00400-00 24-00-00 15 30 13-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 58,815 ft-lbs 54.8% 115% 3 12-OD-00 End Shear 8,667 Ibs 31.5% 115% 3 01-09-08 Total Load Deft. U328(0.862") 73.3% Na 3 12-00-00 Live Load Doff. U571 (0.495') 63.1% Na 6 12-00-00 Max Defl. 0.862" 86.2% Na 3 12-00-00 Span/Depth 15.7 Na Na 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) value Support Member Material BO Post 3-1/2"x 7" 10,188 Ibs 13.9% 55.4% Versa-Lam 1.7 B1 Post 3-1/2"x 7" 10,188 Ibs 13.9% 55.4% Versa-Lam 1.7 Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer. TrussLok(tm) Page 1 of 2 r ®&Dbm cascaf Single 1-1/2" x 11-7/8" VERSA-L{I®2.0 3100 SP Joist1J02 Dry 11 span I No cantilevers 10/12 slope October 16,201510:49:51 BC CALCO Design Report 16 OCS I Repetitive i Glued&nailed construction Build 4137 File Name: B Shanahan OShea Job Name: O'Shea Description:Designs1J02 Address: 152 Ansel Howard Road Specifier: J Madera City,State,Zip:Barnstable,MA Designer. Customer: Brian Shanahan Company: Shepley Wood Products Code reports: ESR-1040 Misc: 25-05-00 BO 81 Total Horizontal Product Length=25-05-00 Reaction Summary(Down/Uplift)(ibs) Bearing Live Dead Snow Vend Roof Live 80,2-1/2" 340/0 170/0 B1 338/0 169/0 Lire Dead Snow VAnd Roof Live OCs Load Summary Tag Description Load Type Ref. start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft"2) L 00-00-00 25-05-00 20 10 16 Controls Summary value %Allowable Duration case Location Disclosure Completeness and accuracy of input must Pos.Moment 3,172 ft4bs 33.5% 100% 1 12408-14 be verified by anyone who would rely on End Shear 462 Ibs 13.60/6 1000/0 1 _ 01-02-06 output as evidence of suitability for Total Load Defl. U433(0.698') 55.4% n/a 1 12-08-14 on particular application.Output here based Live Load Dell. U649(0.465') 73.9% n/a 2 12-08-14 prope�rttiies code-accepted analysis design naysis methods. Max Defl. 0.698" 79.8% Nat 1 12-08-14 Installation of BOISE engineered wood Span/Depth 25.5 n/a n/a 0 00400-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Altow %Alluw or ask questions,please call Bearing Supports Dim.(L x VW) Value Support Member Material (800)232-0788 before installation. BO Wall/Plate 2-1/2"x 1-10 510 Ibs n/a 18.1% Unspecified 61 Hanger 1-3/4"x 1-112" 507 Ibs 30.3% 25.8% LUS210 BC CALC®,BC FRAMER R -,B 9 ALLJOIST®,BC RIM BOARD"', Cf®, BOISE GLULAM70f,SIMPLE FRAMING Cautions SYSTEM®,VERSA-I.AMO,VERSA-RIM Header for the hanger LUS210 at B1 is a Quadruple 1-3/4"x 18"VERSA-LAM®2.0 3100 SP. PLUS®,VERSA-RIM@, 9 VERSA-STRAND®,VERSA-STUD®are Hanger LUS210 requires(8)SD9112 face nails,(4)SD9212 joist nails. trademarks of Boise Cascade wood Products L.L.C. Notes Design meets Code minimum(1-/240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(0.875')Maximum total load deflection criteria. Calculations assume Member is Fully Braced. . Hanger Manufacturer. Simpson Strong-Tie,Inc. Composite El value based on 23/32"thick Douglas Fir plywood sheathing glued and nailed tc member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®INAM Cascade Single 3-1/2" x T- VERSA-LAme 1.8 2750 SP CL01 Dry 9 1"Column Freestanding October 16,2015 1OA9:51 BC CALCO Design Report Build 4137 File Name: B Shanahan_OShea Job Name: O'Shea Description:Designs1CL01 Address: 152 Ansel Howard Road Specifier. J Madera City,State,Zip:Barnstable, MA Designer. Customer: Brian Shanahan Company_ Shepley Wood Products Code reports: ESR-1040 Misc: Live Dead Snow VAnd Roof LIM Column 7• Load Summary Freestanding 3.5" Tag Description Load Type Start End 100% 90%. 115% 160% 125% 1 Conc. Pt.(lbs) 00-OD-00 00-0 -00 3,120 4,338 4,680 Bracing Elevation Sheathing Top 09-01-00 Base 00-00-00 Load Controls Summary value %Allowable Duration case 1 Col.Compression n/a 55.3% '115% 3 Top p, Slenderness Ratio 31.14 62.3% n/a 0 Cautions Design does not consider perpendicular to grain stress on the sill plate or other supporting member. I Notes A generic column cap was used in the analysis of the column. Make sure to install and size the cap. BC Column is intended for use with gravity and out of plane lateral loading only Design is based on member being used as a column only. Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application.Output here based on building code-accepted design properties and analysis methods.Installation j of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALCO,BC FRAMER®,AJSTM,ALLJOISTO,BC RIM BOARD7 .BC19,BOISE GLULAM"',SIMPLE FRAMING SYSTEM®,VERSA4 AMO,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise.Cascade Wood Products L.L.C. r ;I Not to scale Page 1 of 1 �ZI�Z,�s A55E55OR5 MAP 171 PARCEL 2G3 ZONING DISTRICT: RC Q LEGEND' OP CONCRETE BOUND (FND), • REBAR (FND) 0 PERCENTAGE OF LOT COVERAGE P 1�ti �j6 LOT AREA 15116f S.F. EXISTING STRUCTURES 20.5% P C/8 FND LOT 37 O - t R8 FIND `�� _ y ro' OG�,�'C� OG �srf DECK oy LOT 38 . . 6 h 104 15,116±S.F. �O. T LOT 39 �RosR, r - 6���°c� y �� � LOT. 48 . 0 30 60 Feet 1 SCALE: I" = 30' SHED ® ; I I HEREBY CERTIFY THAT,TO THE BEST Of MY LOT 47 DEC-1 '7 2 15 KNOWLEDGE,.BASED ON AN INSTRUMENT SURVEY, THE STRUCTURES SHOWN HEREON ARE AS � OF THEY EXI5T ON THE GROUND. (�LyA tlu STABLE AAA r� �ZKOFMgss FOUNDATION CERTIFICATION PLAN iSTEq�9cyG PREPARED FOR o PSTEPHENa #152 ANSEL hOWLAND ROAD DOYLE CENTERVILLE, MA a o #37559: v ► ° Stephen J. Doyle Associates' s v '� 42 Canterbury Lane;Ea5t Falmouth, MA 0253G Telephone: 508 540-2534 5jd5urvey@aol.com DATE: DECEMBER I G, 2015 �# 1 ,. � Town of Barnstable �p THE Tp� do Regulatory Services qV4 ;t. Thomas F. Geiler,Director EAMSTABLE, 9 buss. Building Division 16;9. �m �rfD MA'S A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us l Vo•'- Office: 508-862-4038 Fax: 508-790-623( PERMIT# OV FEE: $ SHED REGISTRATION 120 square feet or less Location of shed(address) Village 1\ ("'?6)VLU Property owner's name Telephone W> mber A � kI �- Size of Shed ap/ParceI# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN , Q-f6rms-shedreg REV:042506 i Town of Barnstable *Permit# r' Expires 6 the orxs ate MAR 1 4 Regulatory Services Fee 2006 Thomas F.Geiler,.Director TOWN OF BARNSTABLE Building Division Tom Perry,CBO, Building Commissioner / ) 200 Main Street,Hyannis,MA 02601 v www.town.barmtable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint .Iap/parcel Number / !'7/ d- 6 3 Property Address 4,/",/ 9/- Ile Residential Value of Work (O�� • Minimum fee of$25.00 for work under$6000.00 Dwner's Name&Address Ne 22 GAij 0 V1/ 14-4/ r Ille Contractor's Name e4✓.P7- /N[' (f%Q/N6 6%QD�'t(9' Telephone Number Home Improvement Contractor License#(if applicable) �� a�� Construction Supervisor's License#(if applicable) ]'Jorkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑�,/I am the Homeowner ff1 have Worker's Compensation Insurance 'nsurance Company Name 'Workman's Comp.Policy# f Jl U3 �d �X D / Q Y Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) [9/Re-roof(stripping old shingles) All construction debris will be taken-to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) *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. H e Improvement ontra tors License is required. SIGNATURE: 2:Forms:expmtrg tevise071405 Island id S i and Roofing � t -.ns' .. 4�.S•;eS vsr .. . a dfir*ion of RLTConstnsction,Inc.. 7 7)— /o February 14, 2006 Ron Mezzano Re: 152 Ansel Howland Rd. 84 Rolling Hitch Rd. Centerville, Ma. 02632 We are pleased to submit the following specifications and estimates for reroofing. Strip existing asphalt shingles and flashings. Install new aluminum drip edge and pipe flashings. Install 3 ft. Ice & Water Shield to eaves, valleys, interwoven w/ step flashing on cheeks, skylights and chimneys. Install 15 lb. roof underlayment to remaining roof Install 30 yr. Certainteed Woodscape architectural grade shingles. Install continuous ridge to all ridges. Clean up and haul away all debris to landfill. We hereby propose to furnish materials and labor—complete in accordance with the above specification. for the sum of: $6700.00 SIXTY SEVEN HUNDRED DOLLARS. Payment to be made as follows. Payment in full due upon completion. All material is(uaranteedto be as specified. All work`to be completed in a workmanlike manner according to standard practices. Any alterations or deviations from the above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes,accidents, or delays beyond our control. Owners to carry fire,wind damage and other necessary insurance. RLT Construction, Inc. carries General Liability and Workers Compensation Insurance. Certificates of Insurance provided upon request. ACCEPTANCE OF PROPOSAL: The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance: P Signature Start Date: Signature 31 Mand Circle • Centerville, Massachusetts 02632 7elep6ione 508.420.5243 and 508.833.5249 • Fax 508.420.1776 • Emaitcaperoofer@raperoofer.com r i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization/Individual): 7-�- Z�` L, //t/c Address: City/State/Zip: f�rv��l Phone#: Are�y employer? Check the-appropriate box: Type of project(required): 1.L] I�an a employer with /-0 4. ❑ I am a general contractor and I 6. ❑New construction employees(fall and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet. t ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers'.comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I L[I Plumbing repairs or additions myself.[No workers' comp. c. 1.52, §1(4),and we have no 12.0 Roof repairs insurance required.] t employees. (No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.' t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy inforration. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy anadiob site information.Insurance Company Name: Y Ctf/ Policy#or Self-ins.Lic. #: Q 9 xsSry m(— Expiration Date- Job Site Address:��� Ai 4/_1zAY( &I 6 -City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failwe to secure coverage as required under Section 25A of MGL,c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500•.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u r the pains a penalties of perjury that the information provided above is true and correct. Siature: Date: 3 ` '- D G Phone#: 77 Y�'l Official use only. Do not write in this area,to be completed by city or town official. City or Town: PermitfLicense# Issuing Authority(circle one): 1_Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as "an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter.152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business.or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone numbers)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding.the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license.number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom, of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future pemaits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAi E Fax i-; 617-727-7749 Revised 5-26-05 wwtiv.rn2ss.gov/aia I t , y �noyat,At '• ����9f.._„'��-�' t JOZCalS1Ul[UP� _. rpr � ,� Z9EZ0 3l I a31N33 �,ram,� � 313b13 INNb 80IZ0'e c ,2101,(bl.31N W LE Spaeput;S pue SO£i urg aaelt nol rnW' uo;sog i 1 � "�`4+3N1" NOa :0)urn;a� rr01juln2ag4ur 495daup EE,, c � 1SNO O.Lj ! X►vo asn►nprnpu aojI a;nP rror;erldxagjo paeog LOOZjpa4�( l' 41 3 P►tnA not;er sr 9)1103aq 9$ m or;sa x uoi I ,Yar ro asnaar.T .. 21013ba1N031N3 z�£o�„ti. eas►6aa Spa su 11punis Pue W3/►pINdW13W0 0.PUP264 2m H PI;Rg.jo P-reog TOWN OF BARNSTABLE permit No. ---------- ------------------ { Building Inspector .�IT� ...A Cash ----------------- ---- �! °p '639. p °V06 OCCUPANCY PERMIT ------- � Bond ----------- ----- "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. .....................................................1 19...... ..................................... .... ..................................................._._....._._ Building Inspector r S WO GAfCitoGEr bRl�r�L t>&1L�4 F�pvt� a '110X 3 33oGPD wa:pnG -rA"V- 330 X j� A�I s E L / N a USA• i a00 64�... .i ,- �•2.34 W L.q G /i - n,Spos,&L^ PIT USE. t 0'00 4AL-. Ott wALL AMSA L 188 6F. sF � �.•o = 37G �.Pv. � I $orrcM oe6A* 7g 6r--. t,; ►Iogi..E• ` 161W. is TCrrAL 10E61&W s .++) TDTAL dal L>f M •GERGCL&TIOW QATE S 1N+ml li,OR LIE%. 'TA#* PST ^\�/ OF 38, RICHARD /o ALAN G A. i W. o! BAXTER s SON 24048 • f,0 5131 l AL� t SZ .t=� 55'� .. i°'!' Fyo`•SG.o Na- - 8 11 at . • ��. SS•o, tom• •: -1000 Wm tl.. 4' A MKT. 721 'sox 53. Sox I o 4 FI NE -,;Akp ( . , 1000 52:5 uw. mm 3�z- �.el. Sz.� 5z•9 pace- FACleep LGIc14 6RdvEL- PIT W�Ttd •i I•tE,& 2' ok i'k• . WAWILO sTo.�fa 4G•� . L.O• 9iz: -. ..- �E�• CEC'Ttt=tELD ptrbT '•PL..�IJ_ SAN p Plzof 't t-F—� L o1ATI O W C E NTE2V.1 Ll.=-- MAC,•' Aq 1�6 W ce V._ 513ow►J E, PtLA►J REFcRE►.tCE s CrwrtFV T�'�•lAT TRrm r- TI oL)I4v oW M6.Q M 01.1 Ga4APL%tS W I TIi TIAG, 51 v E.t-11•iE� C ENTt~�V I L:L ' NlGU1:.�i3 D 56G$ AWM SC-MAC-4 VG4utCEME:WTs GF T SILL tSIG 'joW tJ olr BA 440r6L [3 Y I3Ax-c��. t�IYE I NC., ;�12,`�•? LoT 5 a SHT 2 of 3 UAT6 8 SZ 6b.XTCtZ 4J�(� 1�.1c. RCzGtS cc.RSO LA WC O' . THIS PLAW t5 LIOT ow AW • ®STECV1l.Ltz o 11riASS• IWSfCtJM�I•lr �,v�-••/�Y >E T/4G UFCyisT�i 41dGW{.D AINPL!GANT A`.AN G. AAM .L .»r acz_yecao Tu om;rr-ct1NEr LOT' LIwa� -- • 'Assessor's map and lot number ... 7/...'.........�......... '' 64 Z�A . 6-,y� *THET Sewage Permit number ...........C3... r..�. .......................... .. SEPTIC ro g _ i'i' t- SYSTEM.MUST BE • 'NSTALLE J INCOMPLIANCE = BAUSTADLE. y 9"louse number 9,0 a I2639 TH TITLE 6 o EN1AR01YA4ENTA TOWN OF B A R,1"T ES AND a, . dI IJ • �. r' DURDIHG INSPECTOR APPLICATION FOR PERMIT TO ' TYPE OF CONSTRUCTION ..... r ........................................................................................... ........! 4 ... z.............19.4. TO THE INSPECTOR OF BUILDINGS: The undersigned herebyapplies for a permit according to the following information: Location ... '..,l....�.,/.. � .�� ! ...................t° ( ✓ .!..................:........:. ./..�. J ..... .... ....... Proposed Use ........... ...............:.......................................................................................................................... i Zoning District .... Fire District .% . ..................... ,r. ........ . (/ _. Nameof Owner ......... ... ...,.... ......... Address ..................................................... ........................... I� .Address Name of Builder ........................................:.......................... .................................................................................... Nameof Architect ..................................................................Address .................................................................................... . / Numberof Rooms ..................................................................Foundation ...`. .�.;L....................................:................:.......... Exierior .........................................................Roo.f. ng .. fi ....................................................... Floors .....4 .................................................................Interior .... ".. / .. Heating .../.V....:..:................. Plumbing ...��-...� ..................:.............. Fireplace ..........Approximate Cost ...% .................................... .................... Definitive Plan Approved by Planning Board ________________________________19________. Area 72 ..................... . Diagram of Lot and Building with Dimensions Fee _r ............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH i3o taV I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regardin--the above construction. Names ... . ... ...................... ... ... ........ - SMALL, ALAN 24U58 One St No -----.. Permit for ----..����---- ` ~ ` __S ' o le Dwelling . ----------------------.—. . , Lot #38 152 Ansel Howland Bd ' Location ---------------------. ^ ' - . Centerville ----...�,—.------------------. Owner — 'Alan Small / . ............................................. ` ' Type of Construction —�������-------- ' ` .. ` , � ' --.. -- ,--/.—.----. ----.. ---- —.. . ' 'Mot �� �~ ' .-----.--- ----------. ' ` PermitGranted —D�a�—l7.�------]V G2 ` . . - ^ Date of Inspection ------------lV . . . Date Completed �YERMIT REFUSED .......... .....................:............... lA . ' ��..' ��.- ' ----- —.—...-----------. � --.—.�.����. ^ .............................................. `- �� ' . '—..----�—.—�.�:.—.—.—~---.~..---- ---------..�----....—..--.---~- . . . Approved`...-.-----_------.. l� . ' �—�-----'------'—^—~^^---^--`r ,.. . . —. . L�� ' LEGE - , P CONCRETE BOU (FNW a f r O REBAR (FND) _r LT t! •l P 4D Q PJAR pF fir,h q C/B FND LOCUS MAP a a — )> LOT 37 PLAN REF: 343-85 — — — — ,> DEED REF: 27782-169 ASSESSOR'S MAP: 171 /263 �N 0� - - -_—_—_— . ` ZONING:SET ON RC Gj c / 1 BAC GKS: 20'—i0'-10' �'/i — — — — — — —a — — � FLOOD ZONE: X a ' — PANEL NUMBER: 25001 C 0561 J -9�- -_-- #152 o�,; DATED: 7/16/14 RB FND �� j --- --- __ — OVERLAY DISTRICTS: RPOD STATE ZONE II PLOT PLAN OF LAND BRICK TO — — — — — ��� LOCATED AT: BE REMOVED - DECK `% , 1.. 52 ANSEL HOWLAND ROAD CENTERVILLE, MA PROPOSED i LOT 38 ADDITION �8S ,��� ��� j 15, 116±S. F. PREPARED :FOR: 0. 3 ACRES DONALD O'SHEA Fro �- ,, JU LY 16, 2015 LOT 48 LOT 39 ��o _. �. t REV: 1 1 �� ;a REV: -+- - REV: SHED F c ,ti YANKEE LAND SURVEY LLC. a t 153 LOVELLS LANE � � - A� MARSTONS MILLS, MA TEL: (508)428-0055 FAX: (508)420-5553 NOTE: LOT 47 —( _ v-1 _ 1,.5-, yonkeesurvey&-com cost.net www.yonkeesurvey.net SEPTIC SHOWN PER TOWN RECORD. �' SHEET 1 OF 1 JOB#: 55130 JM Nc�_ 4 cow qj IL 'Ilox 3 33oGF'D Inc aoo336� � A►-IEL / NaW[-,q�/p • T �<. Q a v G 3. 3�.. /�.I c��I7. rn . IS C a.t.1. Arc" l$$ Sir, '` �,.o 7 J._, 0 0 '18 s+�'� • D.a3 s. Ea.PD. 4 ^o TdT'4L '1DE6I6►J matt--{ Fc,ow * 330 . 10, �EfZGOL&T10t•.I RhT!` : t"tt•1 .�4ttLi OR Lt-5�,. %o;.. f > H 14104. -TAR 4 t U �ZN OF ATq� `\ s RICHARD Alan .o BAXTER ON 9G �� � •' Na 24048 'o gty Al ' 1 + 65.0 54"•5 ��� 00c, w tout+ ►paw i iw. 5 u(3 501 V -Sox 53.1 Sc-v�x 1 c 2.9 Cv uivc l Ti►►tK toots 5z-.5 ►•w. t �' • • . u t�ec, PACICET� L-Pwj4. 4. i iT �t�tE s�rria 2ft,G�-I'k • wwa+sn STOWU SAND PeoF•ILe LvCATIOW AAA; 12 No AqY 4L•5 c Pt: TLL- t.10E . t C_'=T t F Y Tk Ar TOG. r"'QL)14 PATl ola • G�NT� 1l.I l.0 -ltl3UU�:AAiD✓ G7$ t,.1c p otJ GowlPLgS W t TI-� TNT 51 v E.a►-►� G• . AIJL75`SCTL CK VG4v10EME%WT4 of T►+� Pt..A,t�i �QQ. bwt�,,t �SN�ALL t r4 To wt..l of ,A2 uwm 1 L t�T 3 E3 S HT- ,Z C) 6Q F VAT 1} 8 SZ BQXTc� 4. gZac.10mamso LA-No, 0 15 I.JOT ►'�a�� ot-� prJ O-%'rsvv1"G� 14tASS• TNT t�F��tzT�, SI�GWl7� ,��p GAt.lT �L �' p�►- t..l V�acaD To uetC _ r a �3ojllj Suvi � ( ti n 1p " x 1 DECK 52 A 15,11521pof DEED REF. —174 " h • FI ` y r, F Iidw ov IMF t �1'=m 149AL WAI a z MORTGAGE INSF o N} s : " 'xA y L ri plow IN �fQ9[}f�$'Y �'�4yy,,$5ppyy FOMff It NOT W ES M,IMANM OF PNWWl.ff-r 4m Plillpill U _ PA%W ARM Iowa AS IE LWMA, jo AWN PA UL G. JOSEPHSON P.N. ASSOCIA I 310 Oak Si OF SOUR PN ,... Inca . President Date 10/15/13 t 2 10(if P CTAW-X e✓' vm es m E4 5 zqlklt, 0 D TICTO RS REVIEWED � 9 R B BUILDING DEPT. DATE O IZ FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING � a � r N 1 Z d 7.t, ` . .r� b IC ® 5c z � of ` e 4 � d M � q�6`Ci '.°'�'�i �i�;" � �'�l��C`ri i'_':Z.�_��,,:L� '�L(a• � C .: d t tl ¢+ ef A . `�'° 1 Bey%����•;'v, �'�%� B � � ^>roC i -c. JQ i ! 1/7 r1. 18 44 Its �. /,% � :� � .ass..• ®.. .a.v... ---^`-- � } �. v �k , A - s ID Yf cy ' d'4 CC,; t7rZ ,, Al m:m�.Yam:^.� ��;...-.a.-�.yi0.a.w. «tinen�:.. .hy+�R`xwY'-v+P!�+'J."-G.�Yff-^•-�aga+...�r_'Sarv....."„�TRasm'„+-�•ts?a..-.-,.wr..^�.:rMLv:liurt+�..'.Yro.'�..1:.AM1:F; � ......rin+man,.4ti-.aRFac::.:.:�1cN'ysra.•a.Ttr-,.TW^ic=xr4CC.�eaenr:^rsaeRl- m. Ii »wim•P:r.+ e�:s:'-`.'.c'+!^:�eeae- ��� .,. � �y,:.k�±, f i . wmmmiuS;.,{sayv^,wcr�:.a;rss ��... -.saz.'*�n•rs.mewrs,u.n.' _SM•.»...r�rC+Pr.->.-_satimnen.�:...:tnc-aQ-rr��r�.esrlr ..�:9+.. .-mr+me:T�.a^.*nc.�: �T y.,.. .NX!.. - e^�-teGa•.�.,:^" ST�,zirra.^�r-+.rvr+*FY.-mYim.+raG-�✓arra�,^�,^r... .'T.w�+.:vSmM ... jtry UDiLo t•n -a - �� �o-34774 ) '3 UCTUn-AL y s S( AL IS'�` y `7 7 t!5- n� 9 Ja d - 2 �- 71 j✓gpggQp Pwv elve , , 3 i 12 u 15� fza, � - - - - z c 051 OW6pfj C-0 ve ��: N• ,�ate,.. s s o _ VETA LS V g,,A CA 41 I3 p3 lk f f' v r g 1�«-,.�,�•�,�£� "��,_ --�gym.-:.:�;y - OF nMA& r -�1VA t 1 d' 1 � � Cl1D1LC Plc.34774 j v F{, �L — , ' � a /j �1 � ,,:t � I i �$� t, � � �� r�'S. '1 ,I 'fir 1 f'd y !b✓ � $�� ,:,�-. .W�. _«�, r:. w Fes. � � � Gil dv ' .•„ r .Sd.�:.a,��^^o-a""°a, +% k.. i ~..e t%. � ;`�4"� ; 1 �.,(i•�� r i ?� '{ 1 9 � i� �I a 5 3 �- �-3• s y� a: j a' � ti''� po�...•� f J n � I + i 1 1 ? ems-!��-Y�� � �< � "—y'�4,,;�. � � t '�`� � � ny T 9 ' , , , �. 1 W1 E r--- i ,r_--•-ode a a"'.}ta^^^ I ; �,�.._ _...� ' {,�.=..� x '�. r :t t� I '.� � - - ... •i�u..- _.� ate...-...� _... - �?`_`^.'�. - «. - ...�-� � •L -.,� _f ' f p��1§3gra�'^-,,lip•^ ,(j��0��� ,p���py,' Q�¢ 4 " ...:. � fi - — ,�,r - �r< ..;.�•_ r $" �:•=x-, 'A��'., �''""z_-� � � .�>. >'� t�� �}- :#:ter i 4_ � a ' .: .� � � '�' h2 t.. A { � r x) /�§ 1, •�� S. 5m, - -•x:xrx:e :,,�,:.._ .rc_.-.�.,.«,; � ... :z.,t� . ,.....: er>.'B"i�. r-...w—++�tiu•"r rm -2'+rrrzv W..'�'.•-s:*v .�-':.. <..r.tr.l-,,._Y..}� _ _ _ „rr • -.T-_ � 6 ° Ss__=1„•�_it'^: .-8 -r � t'�.... �' ., -� .F ��.�^�, g,;� :. Y �' ,,:.S,�c�,'4�....u..� ,,•�.�c-_ v�`='+. .� .. >- .....@- ..x. '�... "D�_-- -� �`_..., -r"'F - l: ...t 9.. _�; _ram.' _:��•.-.' +c. .�''.. �k:'�' vim' �: ---.may. �;. �_ , ,:-.�:; =,. •. a;•:t°=,�4 "� i ~�' _'gyp-v _�� 9' �Y4a ,' a;:•.t..v tk. .,..sat'$,�...--s� ,. .,.�.,..:_. _>..��.i< �-n r':k�g��� '� �Hn'' �'' '�;'�, ,><.- f,_ �. ..' '�_ems. •�` ..,�.: -r.;+A�, - #. _ �.'r:._ _' -..--4�.d,:`i', �s . .:r.. ,-•�- ., .,.. r.,'? .. .. _... --�'} _-..n ��. •�-- roc:.=a- s .-.`�',� �w�,. '.�- - ���_ ;: .-,•-, ;_�" _. ,,,-.-._.. ,:_. :1 P,._ .:.firs.�:' _ „F:.�� - °h _ :�4 - f . 1Yw'e' p pp _ tea. _ as��'*s��' ..-_ - 3 �-�.t'A.f n� rt• - s7+�T`n�rt.B°' _ _ ; "� :''� �;��„ - _..F-w._..z.. _ -t. � }x. .,_. �_. -� '..s 5 a. _ ,- . •'ter. �'`_ ,_.., 7• -n!P...r ... y: -,..::� �:� :�^§st �- -� rcy _�. y. .t. ..r.. � .. :2 �,.� :. - q. ,-�.2=;... `l.'F" -s.e� ,.�..5..�-ae._?*-rr..+ � Z�! sa� -n-✓rd -4'?v''- __ ,. iv._ ., ���_.�.z�aa.�'..fi`�.:'�. .. .v.. .?... -�. � 3.._.r .'�`-_ .. �Y .�2.,r,. �', f - - 4, :Et.k�':` u,�i.•.'a5!"��,n;::E ti`:-d�`7 _ .-..... _ '.�' , __i;:_ ��•z.. �t j.,,..,.-3 3 ��''�,s a�"e-�;ri�%� _.P:`F-�ay�� ��--�g: ? � _ .r„ �;Ez'��' -„=d.t d.� , _ - > : 3 • I er, .r tF 1 _ .. -_ .. _...-,r• � .. h _ ..., .:.. ..... .. .. x.- �_,. .- _ s.h .rr. _ : .. _ _-� - ,a '.:�. ..<..r„• fi � : ... . '-, "- ... _.. ., r ,. ieF e€`_ �_ s_ b ^_-r:.. .t• ...'r`"..�eA .. ,.... ,� - a -tag. ._9�TV >F... - .�•.- = o-� " "# - -=4�..±v s x._e'T-''". ,�a�' a3.. —. .i. 3: :.+v.�>,�,-�'v, ,A "�i� +.. a: .. ,: -..r.. .. -,-_ .. r _ :r- -•F-- - .. .,.. .. -_ .F,._^t•r5-- � ... .k _. <, . � _ .-rim- _ .- r,..,_ - ._ s _.._.�" a s:�....� ......� �: +F.. _.h'�5.. '.�,r - - tom.., 1 i i - .„ '.. a .� ..._ .. •4 1. y, ;e.s ...z:'itv�u.IgYIL 9b�S�.0.J•..+s..seae�.9wcesL.ar,_�.�•�-�':•••-r .'."-��:e>+�-_=�Yns�a�t.•^<Lsc.'s���6.4+.i.9ti:4.".�"e�-.> .=v-.-•••_.�%-Tt+<.:��..a.:__ "_..va+�>p:.tt� � aaLi._::.nc,...:-^r-xaa%ixa'K.,"_imae-omt.�_.c�mx�cs...�..-nrelset -_ - - �•2-.n�ir'•-w^s'.s�-'•yTa.-ai'i���._..�••...ro:.:.saem:s+.� JM^._••. _.1..'••_.S'�'S'^�q.vu��'-hu _mAiC-'^-Ks a.rxr_- _.ems='_... - d^SJS'm'gC�Fb... tF+=1�w - �r+t't:... 'su.�ax• fl 3-• � I UWAM A400, - )i� I _ : y STIL °t w g 5 _ a ---_ :. _ . ., . ''� ._ -•'� ,f � '. -' .�.�- :lam- '{` .;d WOO i - �; �— 24—4- _ a - A ��u-�a.�., �F.�<s-.�><�.�,,.<:.�-.�,. - ,,azR...T. °..«.:��:sit;�.�:.:�..��:�_.n-..:,,.,,:�,-m•�.�.-.P,A�.,.�.�-,��-,7,_. -,�..,-:��,:�-_—:s. .._,.s,�.a.�".,.,..�: ..�-__�,a�...>.. .�.�:m..,,.�,. .�,-,,»M.•,....-....,:.�-"�z--4.-�a�...-.,..�-....�x.,.�-.z..�_G.m��a-..�»n.�.,.,F:�..a�:.,-�>.a." � ---�. ,-�°'�.:- LVL ��ISTS .1 I� --- ---`� ---- - ) __r:.SILL:/SuLo,)-`N - .g.-Z'ZI _COl CT �Tl►1 1 I j I ' i °� 1- y i I CVL I r II I J � I i � i• I I I 4 i LVL ISTS � 0,C, 1 i II i! o LA N 152 aN�B J �N of au;mac' g 3 4V 4 `r5`, L t r o �0°� .�uFtAL -4 u lvk C c . p�•lot RED' /Wl g :4m _eg._ R __—;g—'rg ; ( • C..2. t' jk q'v 1.11 € a ! F a E 1: yy � � • S @@ !• i j Mi� i g �3 � ��e'o'� v sr.� � �# ���� �'j � + � (� °f s� !��'� ���G t �) � ' � � � 3� ��� '+j,�j j �.rA,� � �3—�""�� � •�3 P ' N e yam`°O - / A14 It e ; f atl 6 -..____....... ....._.....-..._...�....,_....._........_....._._._.__.._..._..�... ...............,,___...._-_............. _ -GENERAL MOTES: NAILIN�GSdC -IEDIULE m� � o 1 .) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS & 110 MPH EXPOSURES WIND ZONE " L o DIMENSIONS IN THE FIELD JOINT DESCRIPTION NUMBER OF NUMBEROF1 NAIL SPACING 1 p m 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, I COMMON NAILS BOX NAILS I DETAILS, & FINISHES IN THE FIELD WITH OWNER _ROOF FRAMING: 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BLOCKING TO RAFTER(TOE NAILED+ 2-8d r__--- -- 2-10d t—EACH END RIM BOARD TO RAFTER(END NAJLED) 2-16 d 3 16d EACH END o BE 6'-8" ABOVE SUBFLOOR :. WALL FRAMING: _ 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS TOP PLATES AT INTERSECTIONS(FACE NAILED) � 4-16d - 5-16d —AT JOINTS` � a � STATE BUILDING CODE 8TH EDITION AMENDMENTS & IRC2009 STUD TO STUD(FACE NAILED) 2-16 a 2-16a Za 1 s HEADER TO HEADER(FACE NAILED) 16a 16d 16'O.c. ALONG EDGES 5.) 110 MPH EXPOSURE B WIND ZONE, WIND BORNE DEBRIS GLAZING FLOOR FRAMING: „ g PROTECTION PER 780 CMR 5301.2.1 .2 TO BE PLYWOOD PANELS, JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) - - 4-8d --- - 4-10d - PER JOIST_- VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS { BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-Tod EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-164d 4-16d EACH BLOCK m w W/OWNERS PRIOR TO START OF CONSTRUCTION. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3 16d 4-16d" EACH JOIST ( c L JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1Od PER JOIST 3 0 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED BAND JOIST TO JOIST(END NAILED) 3-16d i 4-16d PER JOIST Y W/ BLOCKING AT EDGES, BAND JOIST TO SILL OR TOP PLATE(TOE NAILED; 2 16 d E 3 16d PER FOOT J` VERTICALLY, OR HORIZONTALL ; 6"EDGE/12" FIELD NAILING Roof sHEATl11NG: 7.) ALL LVL LUMBER/BEAMS TO BE 1 .9e L/480 LOAD WOOD STRUCTURAL PANELS;PLYWOOD) !RAFTERS OR TRUSSES SPACED UP TO 6"o.c. I Sd I 1od 6"EDGE/6"FIELD .— n r r rT1T 1 r- .. f RAFTERS OR TRUSSES SPACED OVER 16"�._. 8d I 1Cd 4'EDGE/4"FIELD 1 �-n) = o; � w 8.) Jtt CER I Ir!ED PLOT PLAN FOR ALL PROPOSED & EXISTING ING SITE i GABLE END WALL RAKE OR RAKE TRUSS W'O OVERHANG 6d � 10d 6'EDGE/6"FIELD 4 DETAILS GABLE END-WALL RAKE OR RAKE TRUSS 8d � 1Gd 6"EDGE/6"FIELD � � � � W/STRUCTURAL OUTLOOKERS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR GABLE END WALL RAKE OR RAKE TRUSS`4,`LOOKOUT BLOCKS Sd 1Od 4"EDGEi4"FIELD INSTALLATION OF ALL SIMPSON COMPONENTS CEILING SHEATHING: { I0.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & — GYPSUM'�tiALLBL�ARD Sd COOLERS 7"EDGE T_------------�--- iiO'FIELD- --'I z SLABS TO BE 3000 PSI WALL shEATHING: O_ --- _ o WOOD STRUCTURAL PANELS(PLYWOOD) 11 .) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W1 OWNERS ON THE STUDS SPACED UP TO24"o c ' 8d 10d I 6'EDGE/12"FIELD SITE DURING FRAMING CONSTRUCTION112'&28.'32" FIBERBOARD PANELS 8d -- 3"EDG£16"FIELD ! „1'GYPSUM WALLBOARD 5d COOLERS 7"EDGE110"FIELD a 12.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE — e� FLOOR SHEATHING: 13.) ALL WINDOWS & DOORS TO HAVE SILL PANS & ICE/WATER SHIELD WOOD STRUC7URALPANELs PL-r,vooD; _._._-.__ _._------------__--- ------...---,.------____.-- ® � •y FLASHING 1.OR LESS THiCKNESS 8d 16d 6"EDGE/12'FIELD GREATER -I .N 1"THiCKNESS I 10d I 16d 6"EDGE-/6"FIELD a 14.) ALL AZEK TRIM TO BE PAINTED WHITE & ALL JOINTS/NAIL HOLESkA SEALED. o � � 15.) CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH TYP. ROOF COAST. z c OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING -2 x 10ROOF RAFTERS Q 16"o.c. — - 1/2'CDX PLYWOOD ROOF SHEATHING -V!CLIPS I {OF WINDOWS. CL ASPHALT ROOF SH!N GLES c 15LB. FELT PAPER c Q = °� N IECC201Z—RESIDENTIAL ENERGY EFFICIENCY DETAILS _SIA1PSvf.ILH vR `CAN CLIPS AT ALL RAFtER ENDS CLIMATE ZONE 5A (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ICE/WATER SHIELD AT BOTTOM, � °' �N IA ROOF TABLE 402.1 .1 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) A1L!Vt4URd DRIP EDGE a - FENESTRATION SKYLIGHT CEILING I WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL 1+"GATT INSULATION (R3Y:--) U FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE WIND WASH BARRIER 0.35 0.60 20 30 10,'13 10(2 FT. DEEP) 10/13 v Q O I— TYP. WALL COAST. NOTES: °® .no 4 ?.2 x 6 STUDS @ 16"o.c. 1. R-VALUES ARE MINIMUMS & U-FACTORS ARE MAXIMUMS. pq� r 2. 1f2"PLYWOOD SHEATHING �+ i 2. 10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 3.W.C. SHINGLE SIDING OF THE HOME OR R=13 CAVITY INSULA I ION AT THE INTERIOR OF THE BASEMENT WALL 4-TYPAR VAPOR BARRIER(EXTERIOR;. ¢'Q 3. REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION & ENERGY REQUIREMENTS 5..5 V2'SATT INSULATION (K20 = S . :6_,-:�1$"T'YFE X:FIRE RATED GYP. BP.D c•� z