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0067 OAK STREET
� � o al '"E'°"� Town of Barnstable - � Regulatory Services MASS. HA 9�p v6,9. �0r Building Division 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 F Inspection Correction Notice 3 Type of Inspection Location 67 6W " ��z� Permit Number 1 Owner t Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: 'R tf f'C;F—:-(� 0-0 o olrc-r!0 Q. t x A I 40 1 v .w.x.. o a- 6i�7 L VC 5 ,D3.3 Please call: 508-862-4@Wf�or re-inspection. i Inspected by Date lS� f Ilk 4 TOWN OF BARNSTABLE Building Department - Foundation Permit Rpp aar tb0903 2. 10 Date 7 2 Z O Permit # Name /jfiaJiH w Location to ? d1rosk E�YQEET' . C"'o -r. Insp. of Bldgs. Boys 32 0. c. s Iv I � r �/ham 55 2' Exist. Owg. #67 -. Exist. Fdn. a Deck ti h� Ss ��. 186.2110 Lot 4 64.8' 43,600f 1.OOfAC. Map 18 Parcel 28 i - 9 1 g, �" -._ 142 64, 69* S .65� 68 E28' STREET ADDRESS: #67 OAK-STREET, COTUI T ASSESSORS' MAP 18 PARCEL 28 OWNER: PATRICK MINIHAN DEED REF.: BK. 22871 PG. 23 PLAN REF.: PL. BK. 311 PG. 93 LOT 4 TOWN OF BARNSTABLE ZONING BY—LAW ZONE RF I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL SETBACKS : KNOWLEDGE, INFORMATION AND BELIEF THE FOUNDA7ON FRONT = 30' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS SIDE = 15' OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. REAR = 15' PROPERTY LINES SHOWN HEREON ►�jNOFM.ass WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED RRY ON THE GROUND. NN WARNER No.36721 � "'AS-BUIL T" THE FOUNDATION DEPICTED ON THIS uw PLOT PLAN PLAN WAS LOCATED ON THE GROUND IN BY TAPE SURVEY ON AUG. 13, 2009 AND BARNSTABLE, MASS EXISTS AS SHOWN AS OF THE DATE OF LOCH 770N. v I SCALE: 1"--40' AUGUST 14, 2009 THIS PLAN IS FOR PLOT PLAN CC 1FRRY A. WARNER, P.L.S. PURPOSES ONL Y. 22 LONG ROAD HARWICH, MA. 02645 (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND .SIGNED IN RED. 0 20 40 80 PROJECT NO. 09-148AS (07 � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, C c Map Parcel rI, �`� Application # 6 ` v Health Division TM Date Issued Conservation Division `:Application Fe a Planning;Dept; `:'Permit Fee: Date Definitive Plan;Approved by Planning Board o Historic = OKH Preservation/Hyannis Project Street Address 0a K 'Sit Village CAJ a AOwner �� d 1�, / r iG� Address 3�/ G �a I�JIe. Mg. 0200 �t;r1 Telephone _ 8 Permit Request axag Square feet: 1 st floor: existing _proposed _2nd floor: existing 67 proposed 1//.3 Total new 8 2 b Zoning District Flood Plain Z C Groundwater Overlay Project Valuation < niN Construction Type Lot Size 1-131 �' �®� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ;.V Two Family ❑ Multi-Family (# units) - Age of Existing Structure Historic House: ❑Yes Vlo On Old Kings ghway: . Yes��jU No 4 Basement Type: &I'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ftj 6-711 ' Number of Baths: Full: existing_ new Z Half: existing I new - �9 Number of Bedrooms: Z existing Inew Total Room Count (not including baths): existing 6 new 2- First Floor Room Count Heat Type and Fuel: eGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 2"No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 7 No Detached garage: ❑ existing 0 new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Z 2q ajLt,_� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # -_ _Current Use,- Proposed Use APPLICANT INFORMATION q , ' (BUILDER OR HOMEOWNER) Name :OKn �Uy w ,n Telephone Number Address S Gf- - X S6,1 �y License # S Z s5q � _< iaiJWJU Q�ZS37 Home Improvement Contractor# ley S y Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C_�cSP II GS 2-elSE SIGNATURE DATE _7/YQJ FOR OFFICIAL USE ONLY r y PiPPLICATION# DATE ISSUED MAP/PARCEL NO. 3 ADDRESS VILLAGE OWNER f tr DATE OF INSPECTION: k FOUNDATION FRAME ArQ�Qll O F INSULATION a?</VS ok- 410 1 ftavk- FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barx'stable Regulatory Sen4ces ass . Thomas F. Geiler, Director :Building Division Thomas Perry, CBO,Building CoxUmssioner 200 Main Street, Hyannis,MA 0260.1 ww�v.town.b arnsfa b I e.ma:us Office( 508-862-4038 Fax: 508-790-6230 PLAN RE VIE W Owner: i•v t IV O - Map/Parcel: Project Address 67 o K sr,. (2. Builder: e ti a h The following items were noted on reviewing: G�IV fX LEA e Mir D3 13 R OL-(p/I-Z S- Ot S o c� ✓"n o-r7"�c - M.P�cT: !s�L# zf G- Reviewed b _ Y� Date: 7 Q:Forms:Plnrvw r The Commonwealth of Massachusetts Department of Industrial Accidents Ofjrce of Investigations j 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Elet ttricians/Plumberg Applicant Information '. I Please Print Legibly Name (Business/Organization/Individual): ���n W Address: !S C7 City/State/Zip: < bc.�� /�� 07�53 Phone.#:_ Sod ���—2 Are you an employer? Check the appropriate box: Type of project(required): 1.�I am a employer with . 4. [� I am a general contractor and I employees(full and/or part-tim.e). * have hired the sub-contractors6. ❑New construc fion 2.0 I am a•sole proprietor or'partrier-' listed on the-attached sheet. T. 0 Remodeling ship and have no employees These sub-contractors have 8. '0 Demolition working for me in any capacity. employees and have workers' 9 [Poo�uilding addition [No workers'.comp.•insurance comp. insurance.$ 5 [] We are a corporation and its 10.[]Electrical repairs or additions required.] . ' 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 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 scction 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: aim •d 1 L — Policy#or Self-ins. Lic.M VC JA!6-0 3?L0 l-).+ad 1 Expiration Date:/2_411/0 Job Site Address: 67 0c k A, - City/State/Zip: cofzz+ -Ma. 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 crimiiial penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby ce ify u er the pains and penalties of perjury that the information provided above is true and correct Si ahue: (�1• Date: 7/ 0 Phone#' Official use only. Do not write in this area, to be completed by city or town officiaL .City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health '2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions k 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,%rith 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-conti•actor(s)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 permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to btim 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: T110 Commonwealth of MassachuseM. Departruent of Industrial Accidents Office of Investigations. 600 Washington Street Boston, MA 02111 TO. #617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-:7749 Revised 11-22-06 www.mass.gov/dia r . . P.INERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE, H AND T O-FAMILY DETACHED RESIDENTIAL CON5TRIJCTION (780 1cn 61.00) Applicant Name: _:Z�n eqAAAJj Site Address: G7 Ouk print �-, Town: l n A Applicant Phone: S `9 72431 Applicant Signature: Date of Application:. 7/6 101 NEW CONSTRUCTI choose OW, of the following two•o tions 780 CMR,TABLE 6107.1. PRESCRIPTIVE E NVELOPE %C OVIT 0NENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MA3CTMUM 'MINMJM Ceiling or Siab• Basement❑ Option 1: Fenestration exposed Wall Floor Perimeter U-factor floors R Value R-Value wall ' R-Value d`FUE HSPF SEEI R-Value R-Value and Depth Natibnal Appliance-Energy 3 5 R-10, Conservation Act(NAECA)of R-3 8 R-19 R=19 R-10 4 ft.• 1987 as amcndcd,minimums or cater as a licablo Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: RBScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at http•//www.tnergycodcs.gDy/rescheck/ A�DZ�)COI�IS OR A T�RATZONS.TO EXISTING BUILDIN S.O I2 5 YE.,kRS OLD* *)Buildings under S years old must use option#1 or#2 in New Construction section above, Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b _ a) 100 x — `��� �('a_5' % of glazing (b) Glazing area equals SF b a If 'lazia is<�: 0%.uge the chart below. If glaEDg is > 40 % r6cee,•d to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUE[,DINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter Fenestration Wall Floor Basement Wall R_Value U-factor Exposed floors R-Value R-value R-Value R-Value and Depth .39 R-37 a R-13 • R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e, not compressed over exterior walls, and including any access openings), ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the total 0 glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form found in A endix 120T I- �,- "-cr , i /� r ATYC Gidde to 1•Yood Constr ictioir in High Wind Areas: 1.10 niph. Whid Zone mplzanc e (7�o cn'rRs3�1:z.1.1)' Massachusetts Checklist 61- Co Check r Compliance 1.1 SCOPE Wind Speed 3-sec.gust) .............................................. 110 mph WindExposure Category................................................................•. ................................................. ...:..... Wind Exposure Category ..Engineering Required For Entire Project................I................ .. .0 / 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_�i stories 2 stories V— Roof Pitch .... (Fig 2) ..........I.............................. . ....................................I............ 3, . ..................... � 2' Mean Roof Height ......(Fig 2).............:........................ .. 5 0 BuildingWidth,W ...............................................................(Fig 3).................................... .._ ... . Building Length, L (Fig 3)........................... {{ 5 3p. Building Aspect Ratio (L/W) .........................(Fig 4).......................��. . Nominal Height of Tallest Opening .............................:.....(Fig 4)....................:...................... � 1.3 FRAMING CONNECTIONS tj a w ;.,:,. . ............................................ General compliance with(rarnrnag Qfl`'I�,ctions....................(Table 2)...... . �+,,, 2.1 FOUNDATION Foundation Walls meeting requirementsof 780 CMR 5404.1 Concrete............... ..................................... 4. J i� ConcreteMasonry ...............�;............................,..................... ............................................................... t" , 2.2 ANCHORAGE TO FOUNbAfiION-"��"' ' 5/8"Anchor Bolts•imbedaed,or 5/B tRroprietary Mechanical Anchors as an alternative in co rete on n Table 4 ............�. % Bolt Spaang-general ................. ( )...................... r �-, Bolt Spacing from endrJoint of plate ...(Fig 5)..................:............ in.-<6"-12 Bolt Embedment-concrete..........................................(Fig 5)....:. ...............................:......... .- in >7" BoltEmbedment-masonry..........................................(Fig.5)............r............................... in.>>- 15" Plate Washer............................ ... ........(Fig 5)..............................................>3"x 3"x,/." 3.1 FLOORS Floor-framing member spans checked ..........:....................(per 780 CMR Chapter 55)..................,.. ft Maximum Floor Opening Dimension ......... (Fig ............:........ Fi 6 ••••••...................•••••• s 12 ........... than 2'from Exterior Wall (Fig 6)..........................•............ Full Height Wail Studs at Floor Openings less Maximum Floor Joist Setbacks Q{t 5 d Supporting Loadbearing Wail's or Shearwall................(Fig 7).................................................. — Maximum Cantilevered Floor Joists Supporting Loadbearing Walls'or Shearwall................(Fig 8).................................................. d ft _<d FloorBracing at Endwalls.......... ........................................(Fig 9)................................................................... Floor Sheathing Type ............:................ ..........................(per 780 CMR Chapter 55)......................�, . .. Floor Sheathing Thickness ............... ...........................:.....(per780 C Chapter 55).............•.........�n• Floor SheathingFastening .................................(Table 2)...rd nails at�in edge/121 n field _� 4.1 WALLS Wall Height 10' Loadbearing walls ....(Fig 10 and Table 5)......................... — Non-Loadbearin walls (Fig 10 and Table 5)........................... s 20' g :..:..:............ Wall Stud Spacing (Fig 10 and Table 5)...................�in• <_24"o. Wall Story Offsets ..:..(Figs 7 &8)............................................ ft _d 4.2 EXTERIOR-WALLS' Wood Studs � t (fin Loadbearing walls ...........(Table 5')..............................•2x - Non-Loadbearing walls ................................................(Table 5).............. 2x .. —1 Gable-End Wall Bracing ...(Fig 10)....:..... .. . Full Height Endwall Studs ..................... ............,........................ ......... •.................... WSP•Attic Floor Length (Fig 11)............................:................ ft 0.9W 'Gypsum Ceiling Length (if WSP not used)....:............'( ......•••••• ......••. ��ft 0 9W.. Fig 11).:.............. > and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11 ........................................................ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate ✓ ° ...(Fi4 LIB ft and Table 6)....................I............... ft A TVC Guide /o 1•Wood Corrstructiorr irr. Hi,,h /Hind Areas: 110 rnph Hlind Zo/re Massachusetts Checklist for Compliance (780 Ci`-fR5301.Z.1.1)' Loadbearing Wall Connections Lateral (no. of 16d common nails)........................I........(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)................ ............................I...�.. ✓: Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) / HeaderSpans ........................................................(Table 9)................................... Vin.511' Sill Plate.Spans ........................................................(Table 9)...............:.........:........ ft Q Full Height Studs (no. of studs)....................................(Table 9)...................................................... Non-Load Bearing Wall Openings (record largest opening but check all openings for complice to Table 9) Header Spans.............................................................(Table 9).................................._ft Qn.5 12' Sill Plate Spans.... ..................:....................................(Table 9)..................................�ft 8i.5 12" Full Hei ht Studs. no. of studs ., able 9 ... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimnsion, W z Nominal Height of'Tallest Opening ........................................................................ 6'8" 1/ wSheathing Type..............................................(note 4)...................................................(., �� Edge Nail Spacing................:......... ..............(Table 10 or not 4 if les .................:. (�in. 1 Field Nail Spacing...........................:..............(Table 10).......���!...... .. .................... Shear Connection (no. of 16d common nails)(Table 10)..... _ �� Percent Full-Height Sheathing...................:...(Table 10)..... �'........ .. /o 0 5% Additional Sheathing for Wall with Opening> 6' SPgre �s ................ t- Maximum Building Dimension, L Nominal Height of Tallest Opening2...................................................................li..... g�'8" ---V--- SheathingType..............................................(note 4).....................................................W Edge Nail Spacing...................4.....................(Table 11 or note 4 if less)........................ CP in. L Field Nail Spacing........................................:..(Table 11)........fwtz.......*3i'W*................. �ih ✓ ,,4Shear,Connectlon(no, of 16d common nails)(Table 11)......... �- � .... Table 1 i ,�.........:........ 0 ' Percent Full-Hei eight Sheathing .. .. ..'I. • 5 Additional Sheathing for Wall with'Opening> 6'8"(Design Concepts).................... Wall Cladding Raftedfor Wind Speed?.............................................................. ..........................:..................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ............*0&ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(fable 12)............................................U=ZIf Lateral .............................................(Table 12).............................................L=LTkpif Shear............................:..................(Table 12)............................................S= I Plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T=UIf Gable Rake Oudooker..........................................(Figure 20) ............._z2ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non,Loadbearng Walls _ Proprietary Connectors ,y / Uplift.........:......................................(Table 14)............................................U=�111b. ✓ Lateral (no. of 16d common nails)...(Table 14)...................... - _ Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and 59) ............. Roof Sheathing Thickness.....................................:..... .......................................... � n.>7/16" SP Roof SheathingFastenin ............ Table 2 ................................ ................ Notes: 1 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 78D 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 Gag-0 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 io 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. f AIVC Guide (0 1Ye)od Coitst1.11C1i011 ill I-li h H1i17d/[I IS: IXO 11epI1 ll'il"I One Allassachusetts Checklist foz- Compliance (790 5301.2.1:1)I 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: !. 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 8t 3 inches on center per figures below: Vertical and Horizontal Nailing for Pane!Attachment 5. Glazing protection: a)new house or horizontal addition—required if project is 1 mile or closer to shoe (generally,south of Rte. 28 or north of Rte. 6) b)ve,rtcal addition—not required unless there is extensive renovation to the flrst,floor c)eplacementmi.6dows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual=(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. •-YM t'1•TNIS EDGE RESTS DW FRAMING USE8d MAILS -- -::----i.- ------ IF ---� ii 1 11 1 II I 9, t " ❑ I 1 11 11 ' 11 ❑ 11 Il , 1 y 1 1 1 G t1 !? •Q I ' - � j' 11 Il 11 ' 1 1 m � 1 . 1. 1 1 it 11 FRAMING MEMBERS EDGE kJl ERMEDiA7E. 1 11 111 II yw 11.4y . '- 31H I li 1 IF I'MIN t lu II 1 r _ STAGGFSED 40L1 `---'--- �`i NAIL PATTERN PANEL 1 PANtt— -- �Y; PAWL EDGE DOUBLE NAILFDGE SPACAJC DETAL See Detail on Next Page Detall Vertical and Hor'tzonta! Nailing Vertical and Horizontal Nailing for Panel Attachment' for Panel Attachment �1HE, Town of Barnstable Regulatory Services ' snxx ' Thomas F. Geiler,Director NAM aes. s639. 16 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barastable.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 '::SjkA wed,, n. to act on my behalf, in all matters relative to work authorized by this building pemlit application for; Oak (Address of Job) 711 ld Sig afore of Owner Date Print Name If Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMIS SION Town of Barnstable BIKE rp� o Regulatory Services + Thomas F.Geiler,Director iARNb'TABLE, KAS& i659� ,�� Building Division prep M>�y n 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: 10B 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'pos'sess a license;pr'ovid'ed�tharthe owner acts as supervisor. DEFINITION QF-.HOMEO,WNER ` Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under.the building permit. (Section 109.1,1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said-procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, _ Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns, You may care t amend and adopt such a form/certification for use in your community. - Q:\WPFILES\FORMS\homeexempt.DOC DATE(MMIDDIYYYY) AC_ORDm CERTIFICATE OF LIABILITY INSURANCE 7/8/2009 PRODUCER (617)472_3000 x606, Fax(617)472-7248 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Burgin, Platner, Hurley Insurance Agency, LLC ONLY AND CONFERS 'NO RIGHTS UPON THE CERTIFICATE g y HOLDER. THIS CERTIFICATE DOES NOT "AMEND, EXTEND OR 14 Franklin St. ALTER THE.COVERAGE'AFFORDED BY THE'POLICIES BELOW. Quincy, MA 02169 , J Judith Mendoza INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Employer Is .Fire Ills CO John A Wegman INSURER B:AIM Mutual Insurance 15 Great Island Road INSURER c " INSURER D: Sandwich MA .02537 INSURER E: COVERAGES _ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY TYPE OF INSURANCE POLICY NUMBER - DATE(MM/DD/YYE POLICY EXPIRATION DATE MM/DM' . LIMITS GENERAL LIABILITY FB1U78201 06/01/2000 06/01/2010, EACH OCCURRENCE $ 1,000,000 i X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 300,000 PREMISES Ea occurrence • $ A CLAIMS MADE a OCCUR MED EXP(Any oneperson) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE . $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ .2,000,.000 PRO- _ POLICY ' JECT LOC AUTOMOBILE LIABILITY. - COMBINED'SINGLE LIMIT .... r (Ea accident) ,. J ALL OWNED AUTOS,..;.. _wr.... . s,.�..::.„., �.,..;.,....---._ ._..t. �..�-_... : -_.._�_:<. _ �....,,.: �-_ BOD ILY INJURY` SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJUR Y $ NON-OWNED AUTOS „', .n t= • `- -•• (Per accident) # PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR F-1 CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION - - - - - $ - $ WORKERS COMPENSATION AND VWC6007386012009 01/29/2009 01/29/2010 WCSLATT- OEH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE SOLE PROPRIETOR EXCLUDED E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYEE$ _ 100,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER _ t DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS JOB: 67IOAK STREET, COTUIT -.•.- THE WORKERS`:.COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR- JOHN WEGMAN 'CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESGRIBEDt:POLICIESi"BEt.CANCELLED BEFORE THE:, TOWN, OF .BARNSTABLE. EXPIRATION- DATE-,THEREOF,' THE'ISSUING".INSURER` WILL ENDEAVOR TO MAIL ZOO. MAIN STREET' 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,,BUT HYANNIS, MA 02601 FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Michael Prendergast/JM ACORD 25(2001/08) ; ©ACORD CORPORATION 1988 INS025(oiw)ma Page 1 of 2 , -*=-- 1i:i�`:ichusettti- Department trf Public S:tfet� ,Beard��f Buil�Gn�� Rc!,�ul:itit�ns and Stantlxrds Cons#ruction Supervisor License License: CS 52554 Restricted.to:. .00,. . i JOHN A WEGMAN . 15 GREAT ISLAND RD tir E SANDWICH; Mq 02537 Expiration: 7/15/2011 CAinamisNionrr Tr##: 17972 13 HOME IMPROVEME T CON' License or registration valid for individul use only N n?AGtOR before the expiration date. If found return to: Reglstratiin: 144544 Board of Building Regulations and Standards E;puat on 10/13/2010 Trft 276104 One Ashburton Place Rm 1301 Type Intliyidual Boston,Ma.02108 _�N w /�la. of valid with i ature 4 F } m Z d ps.; ..V. WINDOW AND EXTERIOR EDU DOOR 5CHLEj M,AmP[R RDDGnoTxN.s o WI ' . e'a.w e'.iH 1v,• NA oeN NusAacR I A SK Owx[A —TORYO 515 ! x[LS[fMi.URU ACO x[w 9iIXI1G.D9 w ,..Z .. }. ANIXRS[xt005Ju[5. • C nuIXRS[x 2,+rx50e9 nLTU[2 w'DN 3' C. -4 zDO SeR[5 T I ITASn 'pQ�IR. •j. I OFs - N+DnzwS e[e nDND r-o 2D0 sewe5 T rwASn @F�qSq5'Q ti nsTM O CIL - IXRseu 2,+Dnto30 ooulke nuxc r.0'. v uwicn uas Nuu oc[m[R ,,W.S 0 h BA c AN FF edslMg r AUIXP5ex r++Dn20,9 D Douelt mluG z D'. -4 R--es TLT'w - .BEDROOM I` eery d mem oml NOTE:VERIFY AND MATCH E%STING QTCHfNl W NDOw PR OR TO ORDERING • m: new uCILINTERIOR DOOR 5CHEDULE a 9 O aRoSco 2-s.c_ .el•: I wood �. .CIOSR OODR > . 2 mw•6'casaE opeMlg v[vvn 1 [ io i I . 0 Z`11-ng Oo BEDROM 1,dnsnl aNc.oOsSwCD ., r2--o-6•..C s3o-2'..e033'' —00D LOFT 0 � BATH I I. CLOS . A 1!O i 6'd�F i 1� '/ OROS[O 2 G• C O' i�M'. - q. I' -- Rn c enxa xrow B I - NOTE:VERIFY AND MATCH EXISTMG WOOD DOORS IIL 1 NEW ADDRION E%6SNG•NOUSE,.; existing - - . z•-r c dlxer uwln WOOD DECK PROPOSED i CexTeR IYERIfY OM.T5.1 SECOND Ft6`0R /PLAN ,2 � ADsg.D. .,f-s ro etlA 1 I h N �.- IrabcOtadl — d ho e:st. D . ' IfLlrs lai'AeovEl -— _ I ..0-y DW ® 3 II Nwn CEN od) eaisnntj ... KR etlstirg FAMILY ROOM G la Iwodl DINING t� Iwood) PowCerrm. Y B ROOM ® 1 r.I-a.d c.b,. I� 16'IPaIld DN .• coryel - I _REF 4 [ - IVER6Y C.O.1 I ul GENERAL NOTES: J. o�� REVIEWED L" ' 1. THIS PLAN HA5 BEEN DESIGNED IN ACCORDANCE NTTfJ THE]TH _ wl0 _ - ADDITION'OF THE MA55ACHUSEITS STATE&/1Wk1G r FOR y ONE AND TWOPAMIIY DWELLINGS.AND T21E M0.55AC USLTFS CHECKLIST fOR EOMPUPNCE FOR WDOD fRAME I - Iliw/) - ' CON5TRUGTIION IN A 110 MPH two5URE13 WIND Wile. i LIVING ROOM ARNSTABLE BUILDING DEFT. DATE 2. THE FRAMING CONTRACTOR MU5T REFER TO�T�H�EGTABL�5 AND _ O naw ENTRY Itorpeq C' Z FIGURE5 WITHIIN THE WPCM 110 MFH OWO5URE O GGgUlDE FOR OB MBATH PWD UP I dl _ CA t Q ILLU5TRATION5 AND REOUIREMENT5 5P'fCIFIED ON THO PLAN, _ tib 0 O Ila II F 1�[IV,Ye 0.� (A O u ® r Cloy. FIRE DEPARTMENT DATE Q�''. 3. ALL CONNECTION5 AND NAILING MUST MEET THE O O__ _ B REQUIREMENT5 OF THE GUIDE IN ORDER TO BE IN COMPLIANCE I .BOTH SIGNATURES ARE REQUIRED FOR PERMITTING WITH THE MASS BVR0ING CODE. [------- ---------- --- Y- - 7-T-�z3 ------1 vERHANG ABOVE v Q': 1T MHANG ABOVE S ' TO 4. THE CONTRACTOR 15 RESPON51BlE TO INSURE THAT All 1 eds step I .Z: _ 0' CONNECTION$•NAIUNG AND ANCHOR BOLTS AR[VISIBLE TO 9apanded IDn6ng IbDtn sides) O+ THETN5FECTOR AT THE TIME OP FOUNDATION AND FR� lNG r-i a Ena of eakt,seep.f': 'LL 7. I PORTANT-UPGRADE REQUIRED - INSPECTIONS. s5'�5• 5: THE CONTRACTOR MUST REFERENCE THE 5IMP50N STRONG TIE I - 20,-0 ST TE BUILDING CODE REQUIRES THE UPGRADING OF C-200B CATALOGUE FOR ALL STRAP"HANGER,AND TIC int 5 KE DETECTORS FOR THE ENTIRE DWELLING WHEN N5TALLATION REOUIREMEN1`5 AND UMMA11ON5. NEW ADORION E%ISTING NOUSE ! ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. R ... PROPOSED FIRST FLOOR PLAN NOTE: A SEPARATE-HERMIT IS REQUIRED FOR THE sDAEE'vc=ra INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL DRAvpNG#: 1/.•=ra PERMIT DOES NOT SATISFY THIS REQUIREMENT. toms." CARBON MONBE ALARMS • MUST BE INSTALLED PER :1 - MASSACHUSETTS BUILDING CODE - r� Z LwTwwus�.wGGe KNr I z t. . � Boor 91nNcu5 r0 uurw rn5r. I J '�:, V• l. ' CmwR i N - � ` To N c"05TPG — R,q[E TRIM o L USING U _® & Axe RSE x LLr-S 5n wN auws v 00 Ell, Rif 1Z- ®- �SrixG 5T�5 - -- - - L - -- - --- - wni[ DwR S:pNGG SrIxG - 2O.o [5rV . rrow, 1errwNo` uuo°w�"mn win New exsnxc House .. ' - wP.TMmco rRaxr�.�Nn 000R . 'F" PROPOSED ' PROPOSED wxo I w nxe wRowo•aTwx. - - LEFT SIDE ELEVATION ' - FRONT ELEVATION�N a .. .. �r 0 L—Twwus Roor Rloce.xxr .. ' Snn:Gl[5l0 N+TGT plsi. _ 1 1 - •. _ EH _ y _ • GENERAL NOTES: - mom — 9 I ® O :Nc 1. TH15 PLAN HAS BEEN DESIGNED IN ACGORDlWCE THE NTH I F J r ADDITION OF THE MA95AQ1U5ETf5 STATE BURDINODE FOR - -- _ _ ONE AND TWO PAMILY DWEW NG5,AND THE MA55AC U$ETT5 __ _ y CHECKU5T FOR COMPUANCE FOR WOOD FRAME CON5TRUCTION IN A i 10 MPH EXPOSURE H WIND ZOI�fE. - __ _ 2. THE FRAMING CONTRACTOR MU5T REFER TO THE TABlIES AND - — - - FIGURE5 WITHIIN THE WFCM I I MPH P#O$URE B GGG IDE FOR —_ e +' FT ILLUSTRATIONS AND REQUIREMENTS,SPEGFIED ON THIS PUN. -- 3. ALL CONNECTIONS AND NAIUNG MUST MEET THE -- ---- E I��`�,�I� __.. REOUIREMENT5 OF THE GUIDE IN ORDER TO BE IN COMPUANCE Y WITH THE.MA55 BUILDING CODE. I' . .. .� 4. THE CONTRACTOR 15 RESPONSIBLE TO INSURE THAT ALL 1: I "Y a CONNERIONS,NNUNG AND ANCHOR BOLTS ARE NSIBLE TO I 1 _:< LLLj THE IN5PECTOR AT THE TIME OF FOUNDATION AND FRAMING INSPECTIONS. nv:urrna waowr I m•e,••.v r • _ 0.. ,':J •i i-I e W. 5. THE CONTRACTOR MUST REFERENCE THE 51MPSON ST�tONG HE C-200lS CATALOGUE FOR ALL STRAP,HANGER.AND To + .� IN5TAUATION REQUIREMENTS AND UMITATION5. '[wTilool I PROPOSED REAR ELEVATION DATE scAt•E'trtera . . I DRAWING!. 4 F. •armi l•. .. we,.o �'t� . Q. f+ • � � BEDROOM BATH t �d FULL BASEMENT 9 .I I NEW W ACCFST pbyidG ., •wc < i �.I~ a w>.nam FULL BASEMENT UP W. .•,.-,7.zmx,m 'I MASTER M.BATH ' SS II BEDROOM I r;b IT �a112 lq FULL . I Nwnk,ne BASEMENT cwr - I•L oc°a.`..eYOen.a,eml ,mwu•namon I 1 i w•e.:.mmL.mnc — ——— __ - I ..mc.co<Nrt auenaa _ �— s . . 1 I 1 �e•mccrw+m(awoe EXBHNG HOUYEi S1 SECTION AT MASTER BR 6BATH - PI;oPosED .^I FQ'UNDATIO PLAN Ce A. 1 , O(TERIOR WALL CONSTRUCTION NOTES: •. FLOOR CONSTRUCRON NOTES: GENERAL NOTES: SHALL BE 2r6 16'O.C. HWl Be BLOCKED .... CRIOR WALL STUDS ® ST BAYS ON FIGFI 5 I. All EXT I; FIRST T WO JOI ' I Aucx LMTn me�Tn "Pore TH[LENGTH•or meADDITI i'. THIS PLAN HAS BEEN DESIGNED N ACCORDWLTH 2:I LUMBER SP A .. H HAVE I WALLS ALL F f%TER OR THE fI5PR5 STATE BUILDING GJDE OR DOUBIE TOP PLATES ON ALL ., ••-t y ON OF 2 • I NAILS IN `• ONE AND TWO FAdILYDWEWNGS,AND THE MASSACHUSETTS MINIMUM SPLIQ OF 4'AND NAILED WTIH(�) 6d 2 •SHEATHING T AILING utm IN- H TABLE. MEN 5T FOR CL')1ANANLe FOR WOOD FRAME ACCORDANCE WITH TABLE G IN THE WPC.I I=BOOKLET. 2:GENERAY NNLING SLH[DULE I YD MPH OP0511Rf B � �'" � 3' - L ' 11 O E�OSURe•B WIND 20N[. N L5.6'SPACMG�[5 AND 12'SPAGNG IN A AT "20[.tMNAI _ TRUCTNON MPH ND CON' 3. ALL PLATE TO STUD NAILING SHALL BE(2)16d NAIL5 AT FIELD. 2: THETRAAVNG COMRA M MUST REFER TO THE TABLES AND EACH STUD. • A,/ RGURVA WLTL11 W T1TF,BBCM I O MPry E%P05URE B GUIDE FOR - ,NLISTRATIQ4 AIiD:k[GLRREMENTS SPEGFIED ON TH15 PLAN. 4. BOTTOM PLATE TO FLOOR BON(NAILING SHALL BE(4)1 Gd 6.1t � , i 3 All CONIEC[N]FC AND NNUNG MUST MCR BE'.. HE ,. NAllS PER POOT. '' - ROOF CjN15TRULTICJN NOTES: REp'AREMEMS@ T!K 6UIDe IN 02DCR TO BE IN COMPLIANCE 1 5. US C(2)RING STUDS FOR OPENINGS UP TO 4'WIDE,AND C, P 4 MTIY MA59 BtNW WG COD[ ' (3)KING 5TUD5 FOR OPENINGS 5'TO 5'WIDE. - I. RAPTER ON TO TOP MTC1" SIMPSON II 10 OR M-14 HU•RiJ IIELaIPS AT[ACN H.25GLPS_CAN. S ± THE CplTRACTOR 6 RESPONSIBI[TO IILSUR[THAT PIL G. FOR SHEAR AND UPLIFT CONNECTION OP WrMOR WALL U5ED AS A*dB5TITVTE IF BLOW IS INSTALLED AT EACn4. .. CGIRfiLTIO1L5:NAILNG AND ANCHOR BOLTS ARE VISIBLE TO SHEATHING,US[Bd OA EOUNRANT GUN NAILS SPACED 6' •'RAPI[WBAYkT iH[PIAYC YO RESIST SHEAR AND t.[.TFIeAl 4 '' THE BL�iCOTOR AT Tn€YIME OF FOUNDATION AND FRAMING I O.C.AT ED 1!5 AND,12'D.C.IN FIELD. .}QADSd ATx gllL TG'BC INSTAl1H> ACCORDMIGB•T�'rTH r- - THE er.R.M .:. MANUPAVIiR1RER RFOUIR[hkM9 6 - ]. EXTERIOR WALL 5HCATMING SHALL BECD%PLs+MTOD r y 5 Tft[-CONfRKTCie'MUST RPPFREIICE THE SIMFSON STRONG TIE AND INSTALLED PO USING PULL SHEETS RUNNING FROM THE 2 IN$`�AE• TIC5 W(itRN l/PRD OFltOOP NEIGH AT ti .L:'f^DJS fAFAIOGFIE'POR nIl STRAP,HANGER,AND TIE •_ P.T 91LL PLATE AT THE PWNDATION UP TO 2'MIN.IMO - !A'PyH'RAr1ER. ` mow,pTAN R[pejltSM[Nf5 gNp'UMRATIONS. I THC 5ECOND PIOOR BO%.THIS SHWTHINGINSTAUATION METHOD IS IN gCCORDIWCC WTTH TH[MA99 p1CCKLIST 3 .ROOF SHEATHING�HAI'L ryy;9/E'G�%7L�71/D0D AND INSTALLED ck POR COMFUAN.AND ELIMINATES THE NEED FOR STEEL U51NG l3'd NAllS 06'O.f,.AT AN �12'O.C.)N:EtELD. +� T, - STRAP nES AND HOLD DOWN5. 1' ' fT5 tt I S b ".. .;:. %WI"c•.ds.]F.n_oA?nH:i.�.tiaL`L•s}'��f' 'yF. y. q y}Vi f 54 COMPANY ,' PROJECT O Paul W.Swanson,'P.E. ` John A.Wegman Construction WoodWor' �C R Swanson Structural lnc. 67Oaa -t:re tion J � 116 Forest Street (67 Oak Street snErwasaxoawonnnrsrcx .Franklin,MA 02038 Cotuit,MA(job 3436) . . Aug. 12,2009 10:52:40 2nd Floor Joist(1) Design.Check Calculation Sheet Sizer2004ZEE LOADS: (Ibs,psf,or pif) 4 Load Type Distribution Magnitude Location [ft] Pattern ' -- Start End start End - Load? LDS Loadl Dead Full Area 12.00 (8.0)* No Load2 Live Full Area 40.00 (8.0)*-s No "' *Tributary Width. (in) MAXIMUM REACTIONS(Ibs)and BEARING`LENGTHS (in) : a r-� 0' f 15' Dead 76 76 Live 200j, . r. ` , a 200 Total 276 * 276 Bearing: LC number 2 - 2 Length 1.0 1.0 Lumber-soft,S-P-F, No.1/No.2;2x8 Spaced at 8"cJc;Self Weight of 2.2 plf automatically included in loads;, Lateral support:top=full,bottom=at supports;Repetitive factor applied where permitted(refer to online help);Load combinations:ICC-IBC; - SECTION vs.DESIGN CODE NDS-2001:(stress=psi,'and in) ' Criterion Analysis Value Design Value. : Analysis/Design , Shear fv = 35 Fv' 135 fv/Fv' 0.26; F. Bending(+) fb = 947 Fb' 1207 'fb/Fb' _ •0.78 • Live Defl'n 0.46 = *L/395 0:50 = L/360 0.91 ` ADDITIONAL DATA: FACTORS: F CD CM_ Ct CL' CF Cfu Cr'; Cfrt Ci -• Cn Y:LC# a Fb'+ 875 1.00 1.00 1:00 1.000 - 11200 1':00 1.15 1.00 '1.00 �' 2,a' Fv' 135 1.00 1.00 1.00 - - - "1.60 1.00 '1.00, .2 ' 4" Fcp' 425 - 1.00 ..1.00 " - � � - 1.00 1.00 • - - , E' 1.4 million 1.00 1.00 - - „ - 1.00 1.00•' 2 , Bending(+) : LC# 2 = D+L, M = 1037 lbs=ft Shear LC# 2 =,D+L, V"_ 276, V design'-, 254 lbs Deflection: LC# 2 = D+L EI 66'.69e06 lb-in2 (D=dead L=live S=snow W=wind I=impact =C=construction CLd=concentrated) �r �1 (All LC's are listed in the Analysis output) . s E'AUL 1fd e^• - ... DESIGN NOTES: ;, a sr�Ucru �s 1.Please verify that the default deflection limits are appropriate for your application a No:353 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. a�A �� r, 9 a ' COMPANY PROJECT Paul W.Swanson,P.E., John A.Wegman Construction WoodWorks Swanson Structural,Inc. Minihan Addition 116 Forest Street 67 Oak Street I Franklin,MA 02038 Cotuit,MA Oob 3436) Aug. 12,2009 10:55:04 2nd Floor Joist(2) Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs,psf,or pif) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full Area 12.00 (8.0)* No Load2 Live Full Area 40.00 (8.0)* No Load3 Dead Point 217 10.00 No Load4 Live Point 67 10.00 Yes Loads Snow jPoint 217 10.00 Yes *Tributary width (in) MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS(in) a L 0' 9' 10, Dead 21 298 Live 119 348 Uplift 3 Total 140 y 646 Bearing: LC number 5 3 1 Length 1.0 1.0 0.0 Cb 1.00 " 1.59 0.00 Lumber-soft,S-P-F, No.1/No.2,2x8" Spaced at 8"c/c;Self Weight of 2.2 plf automatically included in loads; Lateral support:top=full,bottom=at supports;Repetitive factor.applied where permitted(refer to online help);Load combinations:ICC-IBC; SECTION vs. DESIGN CODE NDS-2001:(stress=psi,and in) Criterion Analysis Value Design Value Analysis/Design Shear fv = - 62 Fv' = 155 fv/Fv' = 0.40 Bending(+) fb.= 242 Fb' = 1207 fb/Fb' = 0.20 Bending(-) fb = 401 Fb' = 965 fb/Fb' = , 0.42 Deflection: Interior Live 0.06 = <L/999 0.30 = L/360• 0.19 Cantil. Live 0.02 = L/604. 0.07'= L/180 0.30 ADDITIONAL DATA: «" PAUL W. z SWAN80N FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# ` 5 STRUCTURAL Fb'+ 875 1.00 1.00 • 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 5 f Fb'- 875 1.15 1.00 1.00 0'.695 1.200 ' 1:00 1.15 1.00 1.00 - 4 No.35334 Fv' 135 1.15 1.00 1.00 - - 1.00 1.00 1.00 3 f� Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 E' 1.4 million 1.00. 1.00 - - - - 1.00 1.00 - 5 i Bending(+) : LC# 5 = D+L (pattern: L ), M = 265 lbs-ft /V Oq -Bending(-) : LC# 4 = D+S, M 439 lbs-ft / Shear LC# 3 = D+.75(L+S), V = 460, V design = 447 lbs Deflection: LC# 5 = D+L (pattern: L 1 EI= 66.69e06 lb-in2 (D=dead L=live S=snow W=wind I=.impact C=construction CLd=concentrated) . (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S. or L+C, =no pattern load in this 'span) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 4 4 2.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1: , 4.The critical deflection value has been determined using maximum back-span deflection.Cantilever deflections do not govern design. I 80iSE- Double 1-3/4" x:11-7/8 VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 01 BC CALC®2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday,August 12, 2009 10:59 Build 284 File Name: BC Job Name: Minihan Addition Description: Beam 01 " Address: 67 Oak Street Specifier: City, State, Zip:Cotuit, MA Designer: - Customer: Wegman,.John A. Const. Company: Swanson Structural, Inca Code reports: ESR-1040 Misc: job 3436 2 a _ 3 v � N�' 111 .,. 10-00-00 BO, 3-1/2" B1,3-1/2" LL 2,250 lbs LL 2,250 lbs DL 2,259 lbs DL 2,259 lbs SL 1,950 lbs SL 1,950 lbs Total Horizontal Product Length=10-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area(psf) - Left 00-00-00 10-00-00 40 12 07-06-00 2 wall Unf. Lin. (plf) Left . 00-00-00 10-00-00 80 n/a 3 attic Unf.Area(psf) Left . 00-00-00 10-00-00 20 `10 07-06-00 4 roof Unf.Area(psf) Left . 00-00-00 10-00-00 -15 30 13-00-00 Controls Summary Value %Allowable Duration Case Span. Disclosure Pos. Moment 14,700 ft-lbs 60.1% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 4,804 lbs 52.9% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U464(0.247")- 51.7% 2 1 output as evidence of suitability for Live Load Defl. L/714(0.16") 50.4% 2 1 particular application.Output here based 0 on building code-accepted design Max Defl. 0.247 24.7/o- 2 1 properties and analysis methods. Span/Depth 9.6 n/a• 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2" x 3-1/2" 6,459 lbs 124.1% 70.3% S ruee-Pine-Fir(8 ask questions,please call P (800)232-0788 before installation. , B1 Wall/Plate 3-1/2"x 3-1/2" 6,459 lbs 124.1% 70.3% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD- BCI®, Cautions BOISE GLULAM-,SIMPLE FRAMING Bearing length at bearing BO should be at least 4-3/8". SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing BO cannot support a load of 6,459 lbs. PLUS®,VERSA-RIM®, Bearing length at bearing B1 should be at least 4-3/8": VERSA-STRAND®,VERSA-STUD®are Bearing B1 cannot support a load of 6,459 lbs. trademarks of Boise Wood Products, L.L.C. 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 load deflection criteria. �' 0r Connection Diagram o QAUL�i. < SWANSON ab d 4 STRUCTUIRAL er I \ No. 35334IL a minimum=2" c=7-7/8" b minimum =3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BeamChek v2.4 licensed to:'Swanson'Structural, Inc. Reg#2308-64482 Minihan Addition Beam 01 job 3436 Date:8/12/09 Selection W 8x 13 50 ksi Wide Flange Steel Lateral Support at: Lc=3.6 ft max: Conditions Actual Size is 4 x 8 in., Min Bearing Length R1=0.7 in. R2=0.7 in. DL Defl 0.08 in Suggested Camber 0:13 in Data Beam Span 10.0 ft Reaction 1 LL s 4200# Reaction 2 LL 4200# Beam Wt per ft 13.0#' Reaction 1 TL 6365# Reaction 2 TL 6365#. Bm Wt Included 130# Maximum V 6365# Max Moment .15913'# -Max V(Reduced) N/A r TL Max,DO L/240 TL Actual Defl, L/482 LL Max Defl L/360 LL Actual Defl L/730 Attributes Section(inj Shear(inj TL'Defl in LL Defl Actual 9.91 1.84 0.25 0.16 Critical 5.79 0.32 0.50, 0.33 Status OK OK' OK OK T Ratio 58% 17% 50%.n 49% ." y Fb(Psi) Fv(psi) E(psi x mil) Values Base Value Fy 50000 50000 29.0 Base Adjusted 33000 20000 29.0 Adiustments YP Factor, Lc 0.66 0.40 Loads Uniform LL:300 Uniform TL: 390 =A Par Unif LL Par Unif TL Start End a .H=60 4, 0 10.0 150 1=225 0 . 10.0 a, 390'` J=585 0' 10.0 P,�L`� ze � J E . ; :Vvi�`�SON 3 ' f I A STRUCTURAL u' o.(335�3.34 H - Uniform Load A Rl-6365, R2=6365 y SPAN=10 FT r" Uniform and,partial uniform loads are lbs per lineal ft y. y B0i$E- Double 1-3/4 x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 02 BC CALC®2.0 Design Report-US 1 span No cantilevers 0/12 slope Wednesday,August 12, 2009 10:59 Build 284 'File Name: BC Job Name: Minihan Addition Description: Beam 02 Address: 67 Oak Street Specifier: City, State,Zip:Cotuit, MA Designer: Customer: Wegman, John A. Const. 'Company: Swanson Structural, Inca Code reports: ESR-1040 Misc: job 3436 WIN 1 10-00-00 B0,3 1/2" 61,3-1/2" -LL 2,125 Ibs LL 2,125 Ibs DL 684 Ibs DL 684 Ibs Total Horizontal Product Length=10-00-00 Load Summary Live Dead _ Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% '115% 133% 125% Trib. 1 1st floor Unf.Area(psf) Left 00-00-00 10-00-00 40 12 10-07-08 Controls Summary Value %Allowable _ Duration Case Span Disclosure Pos. Moment 6,394 ft-Ibs 45.8% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 2,201 Ibs 34.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U546(0.21") 43.9% - 1 1 output as evidence of suitability for Live Load Defl. L/722(0.158") 49.8% 1 1 particular application.Output here based Max Defl. 0.21" 21.0% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 12.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow, %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 2,809 Ibs 54.0% 30.6% Spruce-Pine-Fir ( ask questions,please call 8 B1 Wall/Plate 3-1/2"x 3-1/2" 2,809 Ibs 54.0% 30.6% Spruce-Pine-Fir 00)232-0788 before installation. i" BC CALC®,BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAMTm SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. p SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. �b d a T. faAUL W r.. J 1 i, y 1i7yANSON �e,�",t: r STsUCTURAL 6 5 a minimum=2" c=5-1/2" No:35334 b minimum=3" d= 12" A. s Member has no side loads. Connectors are: 16d Common Nails r Page 1 of 1 COMPANY PROJECT Paul W.Swanson,P.E. John A.Wegman Construction woodWorks(9) o 116Swanson Structural, Inc, Minihan Addition Forest Street 67 Oak Street snmraet soa worn orsicH Franklin,MA 02038 Cotuit,MA(job 3436) Aug. 12,2009 11:02:43 Beam 03 Design Check Calculation Sheet Size 2004 LOADS: (Ibs,psf,or plf) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? R Loadl Dead Full Area 12.00(15.00)* No Load2 Live Full Area 40.00(15.00)* No Load3 Dead Full UDL 120.0 No Load4 Dead Full Area 12.00(12.00).* No Load5 Live Full Area 30.00(12.00)* No Load6 Dead Full Area 10.00(12.50)* No Load? Live IFull Area 20.00(12.50)* Yes *Tributary Width (ft) MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS (in) 0' 5'-9" 11'-5" 17'-1 Dead 1335 3646 3600 1315 Live 2858 7757 7667 2817 Total 4192 11403 11267 4132 Bearing: LC number 7 '5_ 8 7 Length 2.2 6.0 5.5 2.2. Cb 1.00 1.00 1.07 1.00 Lumber n-ply, S-P-F, No.1/No.2,2x12",3-Plys . Self Weight of 10.23 plf automatically included in loads; Lateral support:top=full,bottom=at supports;Repetitive factor;applied where permitted(refer to online'help);Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001:(stress=psi,and in) Criterion Analysis Value Design Value Analysis/Design Shear fv = 134 Fv' = 135 fv/Fv' = 0.99 Bending(+) fb = 621 Fb' = 1006 fb/Fb' = 0.62 Bending(-) fb = 759 Fb' = 1005 fb/Fb' = 0.76 Live Defl'n 0.02 = <L/999 0:19 = L/360 0.12 y ADDITIONAL DATA: ' /�, PAUL W, 4 �, FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# ' y E'1JANv011 + Fb'+ 875 1.00 1.00 1.00 1.000 1.000 1.00 1.15 1 - < STRUCTURAL '> .00 1.00 7 Frs Fb'- 875 1.00 1.00 1.00 0.999 1.000 1.00 1.15 1.00 1.00 - 5 No"95334 fr: Ell' 135 1.00 1.00 1.00. - - - 1.00 1.00 1.00 5 Fcp' 425 - . 1.00 1.00. - - - - 1.00 1.00 - E' 1.4 million 1.00 .- 1.00 - - - 1.00 1.00, - 7 Su, IIAL C• � � �• Bending(+) : LC# 7 = D+L (pattern:•L_L), M = 4911 lbs-ft Bending(-) : LC# 5 = D+L (pattern: LL ), M = 6004 lbs-ft v/ Shear LC# 5 = D+L (pattern: LL_),'V = 6188, V design = 4511 lbs Deflection: LC# 7 = D+L (pattern: L L) EI= 249.17e06 lb-in2/ply (D=dead L=live S=snow W=wind . I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) . (Load Pattern: s=S/2, X=L+S or L+C, =no pattern .load in this span) DESIGN NOTES: .x 1.Please verify that the default deflection limits are appropriate for your application. 2.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span,beams. and to the full length of cantilevers and other spans. 3:Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4.BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. i BOISE' Single 9-1/2" AJSTm 20 MSR . Joistl1st floor BC CALC®2.0 Design Report-US .2 spans I No cantilevers 1 0/12 slope 2 Wednesday,August 12,2009 11:03 Build 284 16"OCS.1 Repetitive I Glued &nailed construction File Name: BC 3436 Job Name: Minihan Addition Description: 1st floor Address: 67 Oak Street Specifier: City, State, Zip: Cotuit, MA Designer: Customer: Wegman, John A. Const. Company: Swanson Structural, Inc. Code reports: . ESR-1144 Misc: job 3436 is-oo-oo os-oo-oo B2,2-1/2" LL 342 Ibs LL 834 Ibs LL 222 Ibs DL 82 Ibs DL 208 Ibs DL 29 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 1st floor Unf.Area(psf) Left 00-00-00 24-00-00 ` 40 10 16" Controls Summary Value %Allowable Duration Case -Span Disclosure Pos. Moment 1,287 ft-Ibs 37.9% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -1,396 ft-Ibs 41.1% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 410 Ibs a 32.4% 100% 14 1 -Left - output as evidence of suitability for Int. Reaction 1,022 lbs ' 34.9% 100% 1 1 -Right particular application.Output here based Cont. Shear 579 lbs 49.9% 100% 1 1 -Right on building code-accepted design g properties and analysis methods. Uplift 75 Ibs n/a 14 2-Right Installation of BOISE engineered wood Total Load Defl. U978 (0.182") 24.5% 14 1 products must be in accordance with Live Load Defl. U1,194(0.149") 40.2% 14 1 current Installation Guide and applicable Total Neg. Defl. 0.031" 6.1% 14'. 2 building codes.To obtain Installation Guide Max Defl. 0.182" 18.2% 14. 1 ' or ask questions,please call Span/Depth 18.8 n/a 1 (800)232-0788 before installation. r BC CALC®,BC FRAMER®,AJS- %Allow %Allow ALLJOIST®,BC RIM BOARD- BC10, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAM-,SIMPLE FRAMING BO Wall/Plate 2-1/2"x 2-1/2 424 Ibs 16.0% n/a Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Beam 3-1/2"x 2-1/2" 1,042 Ibs 15.9% n/a Versa-Lam 1.7 PLUS®,VERSA-RIM®, 62 Wall/Plate 2-1/2"x 2-1/2 VERSA-STRANDS,VERSA-STUD®are 251 Ibs ` 9.5% r : n/a Spruce-Pine-Fir trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 75 Ibs found at span 2-Right. Notes v Design meets Code minimum (U240)Total load deflection criteria. s, •�� ss,�:. Design meets User specified (U480) Live load deflection criteria. pAut w Design meets arbitrary(1 ) Maximum load deflection criteria. �, -, " ;iVE'AN.S , Composite El value based on 23/32"thick sheathing glued and nailed to joist. "'= G STRUCTURAL oa 0, 35334 • � ten- .. ., - Page 1 of 1 i Swanson Structural. Inc. - Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pau&SwansonStructuraL com e. iA d G n�t W44 r 111�_-_;,(� —.���'.1� I �1 i I i _I_ _i !�___�L.:._ I I � ��t ti� I 'vQ ��\a•� � i 17, ! cn!t 15TR} CT RALi i ! i .-__..-_��.-�c.,-1.I q!'•i,I i!I__._.....!��-.I!�-i�,..�...3..c,!f,# .A ;If — ' ' ] 9xi4'x , —J_gyp_0.- _! 0 '17 1x 775x I 14bxS x6 1G �1 -!I � 8 xV39-- 6 1�9 0 Job Name ob Number 34347 _ _ _ j ' . Location Sheet l of e 4 Client Date a Swanson Structural,Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial * Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber - Fax 508-520-1334 PauljSwansonStructuraL com t-��'�-__�i.V_.I_�.LL• �_��'Sll�,l�-- ,..-{.—_�_-__. _ � _�`_ � —i._ ' -----__.� �.:__t.._ _ I�� �{ E 1 � E ` ONAll �1NA�i E 6 f 1 NP,35 IL /it -�- I _�--_ _-may j-G�off__ 7:�-x 7:5 - g�-- ►;ICI �� �k.3 5... w Z' i 2 $Xi 3 ( ! ! 5 j --- —�-- o 1 J 12!9 f ! x7, 5 = 45 ; Z 3 '— -' nU2-j SDs 2:51 4 2 ; lez q {NIj ' f I 14 _ j f � i � i � �----t-_'•_ t 1. � .� � � ! •-E , ---�• -", ell 71 / �6 i13orAP- sPA�c1,vG� } t 1 x• ft i i 33} ! Job Name - ,Job Number Location Sheet 2 of e7, Client By, 411 Date ohi 0 Main Wind Force Resisting System—Method I h 5 60 ft. Figure 6-2 Design Wind Pressures Enclosed Buildings Walls & Roofs ` 'O CWMT n e W / Transverse tia kwCe Cmer Longitudinal — Notes: E '� I. Pressures shown are applied to the horizontal and vertical projections,for exposure B,at h=30 ft 9.1m,for 1=1.0. Adjust to other( ) exposures and heights with adjustment factor X. 2. The load patterns shown shall be applied to each comer of the building in turn as the reference corner.(See Figure 6-10) 3. For the design of the longitudinal M WFRS use 0=0°,and locate the zone E/F,G/H boundary at the mid-length of the building. 4• Load cases 1 and 2 must be checked for 25'<0 5 45°. Load case 2 at 25'is provided only for interpolation between 250 to 300. 5. Plus and minus signs signify pressures acting toward and away from the projected surfaces,respectively. - -- 6. For roof slopes other than those shown,linear interpolation is permitted. 3 7• The total horizontal load shall not be less than that determined b assuming g Ps=0 in zones B&D. g_ The zone pressures represent the following: . F` Horizontal pressure zones—Sum of the windward and leeward net(sum of internal and external)pressures on vertical projection of:. � A- End zone of wall C- Interior zone of wall _ B- End zone of roof D- Interior zone of roof Vertical pressure zones—Net(sum of internal and external)pressures on horizontal projection of: E- End zone of windward roof G- Interior zone of windward roof 3 F- End zone of leeward roof H- Interior zone of leeward roof 9• Where zone E or G falls on a roof overhang on the windward side of the building,use EoH and Gos for the pressure on the horizontal a t projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied.. ., 10. Notation: a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension i or 3 ft(0.9 m). h: Mean roof height,in feet(meters),except that eave height shall be used for roof angles<10°. I B' Angle of plane of roof from horizontal,in degrees. y mu Design Loads for Buildings and Other Structures 3¢ 3'(� 41 t x / Main Wind Force Resisting System-Method 1 h<-60 ft. . Figure 6-2(cont'd) Design Wind Pressures Walls BL Roofs Enclosed Buildings Simplified Design Wind Pressure ,-Ps30 (psfll (Exposure 8 at h=30 ft.with 1=1.0) y Zones Basic Wind Roof U Horizontal Pressures Vertical Pressures Overhangs Speed Angle (mph) (degrees) A B C D E I F G H EoH GoH 0 to 5° 1 11.5 -5.9 7.6 -3.5 -13.8 -7.8 -9.6 -6.1 -19.3 -15.1 10° 1 12.9 -5.4 8.6 -3.1 -13.8 -8.4 -9.6 -6.5 -19.3 -15.1 15° 1 1 14.4 -4.8 9.6. -2.7 -13.8 -9.0 -9.6 -6.9 -19.3, -15.1 85 20° 1 1 15.9 -4.2 10.6 -2.3 -13.8 -9.6 -9.6 -7.3 -19.3 -15.1 25° 1 14.4 2.3 10.4 2.4 -6.4 -8.7 -4.6 -7.0 -11.9 -10.1 2 -2.4 -4.7 -0.7_ -3.0 - 30 to 45 1 12.9 8.8 10.2 7.0 1.0 -7.8 0.3 -6.7 -4.5 -5.2 2 12.9 8.8 10.2 7.0 5.0 -3.9 4.3 -2.8 -4.5 -5.2 0 to 5° 1 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10° 1 14.5 -6.0 9.6 -3.5 -15.4 -9.4 -10.7 -7.2 -21.6 -16.9 15° 1 16.1 -5.4 10.7 -3.0 -15.4 -10.1 -10.7 -7.7 -21.6 -16.9 9® 20° 1 17.8 -4.7 11.9 -2.6 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 25° 1 16.1 .2.6 11.7 2.7 -7.2 -9.8 -5.2 -7.8 -13.3 -11.4 2 -2.7 -5.3 -0.7 -3.4 - 30 to 45 1 14.4 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 -5.1 -5.8 2 14.4 9.9- 11.5 7.9 5.6 -4.3 4.8 -3.1 -5.1 -5.8 0 to 5° 1 15.9 -8.2 1 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 10° 1 17.9 -7.4 11.9 -4.3 -19.1 -11.6 -13.3 -8.9 -26.7 -20.9 15° 1. -.19.9 _-3. -19.1 _-12._4 -13.3 -9.5 -26.7 -20.9 ®® 20° 1 22.0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 25° 1 19.9 3.2 14.4 -3.3 -8.8 -12.0 -6.4 -9.7 -16.5 -14.0 2 - - -3.4 -6.6 -0.9 -4.2 30 to 45 1 . 17.8 12.2 14.2 9.8 1.4 -10.8 0.5 -9.3 -6.3 -7.2 2 17.8 12.2 14.2 9.8 6.9 -5.3 5.9 -3.8 -6.3 -7.2 0 to 5° 1 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10° 1 21.6 -9.0 14.4 -5.2 -23.1 -14.1 -16.0 -10.8 -32.3 -25.3 15° 1 24.1 -8.0 16.0 -4.6 -23.1 -15.1 -16.0 -11.5 -32.3 -25.3 ,� ® 20° 1 26.6 -7.0 17.7 -3.9 -23.1 -16.0 -16.0 -12.2 -32.3 -25.3 25° 1 24.1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -17.0 2 -4.1 -7.9 -1.1 -5.1 - - 30 to 45 1 21.6 14.8 17.2 11.8 1.7 -13.1 0.6 -11.3 -7.6 -8.7 2 21.6 14.8 17.2 11.8 8.3 -6.5 7.2 -4.6 -7.6 -8.7 0 to 5° 1 22.8 -11.9 15.1 -7.0 -27.4 .15.6 -19.1 -12.1 -38.4 -30.1 10° 1 25.8 -10.7 17.1 -6.2 -27.4 -16.8 -19.1 -12.9 -38.4 -30.1 15° 1 28.7 -9.5 19.1 -5.4. -27.4 -17.9 -19.1 -13.7 -38.4 -30.1 1 a® 20° 1 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 -38.4 30.1 t 25° 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -9.2 -13.9 -23.7 -20.2 2 - -4.8 -9.4 -1.3 -6.0 - 30 to 45 1 25.7 17.6 20.4 14.0 2.0 -15.6 0.7 -13.4 -9.0 -10.3 2 25.7 17.6 20.4 14.0 9.9 -7.7 8.6 -5.5 9.0 -10.3 0 to 5° 1 26.8 -13.9 17.8 -8.2 32.2 -18.3 22.4 14.2 -45.1 35.3 . 10° 1 30.2 -12.5 20.1 -7.3 -32.2 -19.7 -22.4 -15.1 -45.1 -35.3 15° 1 33.7 -11.2 22.4 -6.4 -32.2 -21.0 .22.4 -16.1 45.1 -35.3 E 30 20° 1 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 �45.1 .-35.3 25° 1 33.6 5.4 24.3 5.5 -14.9 -20.4 .10.8 -16.4 27.6 -23.7 E 2 - -5.7 -11.1 -1.5 -7.1 30 to 45 1 30.1 20.6 24.0 16.5 2.3 -18.3 0.8 -15.7 -10.6 -12.1 2 30.1 20.6 24.0 16.5 11.6 -9.0 10.0 -6.4 -10.6 -12:1 ! Unit Conversions-1.0 ft=0.3048 m; 1.0 psf =0.0479 kN/m2 . i .i ASCE 7-02 42 t `j- ! a vs2 = Nominal unit shear capacity for side 2,lbs./ft 4.3.3.3 Summing Shear Wall Lines: The nominal shear capacity for shear walls in a line utilizing shear walls (from Column A,Table 4.3) "` _ sheathed with the same construction and materials, shall vse = Combined nominal unit shear,capacity of two- be:permitted to be combined. sided shear wall for seismic design,lbs./ft. 4.3.3.4 Shear Capacity of Perforated Shear Walls: The nominal shear capacity of a perforated shear wall shall be Nominal unit shear capacities for shear walls sheathed taken as the nominal unit shear capacity multiplied by the with dissimilar materials on the same side of the wall are sum of the shear wall segment lengths, JL;, and the ap- not cumulative. For shear walls sheathed with dissimilar p'ropriate shear capacity adjustment factor,C°,from Table materials on opposite sides,:the combined nominal unit 4.3.3.4. u shear capacity, vs, or vWc, shall be either two times the smaller nominal unit shear capacity or the larger nominal unit shear capacity,whichever is greater. Exception:For wind design,the combined nomi- - - -nal unit shear capacity vW,,of shear walls sheathed with a combination of wood structural panels and gypsum wall-board on opposite sides shall equal the sum of the sheathing capacities of each side separately. Fable 4.3.3.4 Shear .Capacity Adjustment factor, MAXIMUM OPENING HEIGHT' - WALL HEIGHT, h h13 h/2 2h/3 5h/6 h 8'Wall 2'-8" 4'-0" 64" 6-8„ 8-4- 1O'Wall T-4" 5'-0" 6'-8" 8'4" 10'-0" Percent Full-Height Sheathing 2 Effective Shear Capacity Ratio 10% 1.00 0:69 0.53 0.43 0.36 20% 1.00 '0.71 0.56 0.45 0.38 30% 1.00 '0.74 0.59 0.49 0.42 40% 1.00 0.77 0.63 0.53 0.45 50% 1.00 0.80 0.67 0.57 0.50 60% 1.00 0.83 0'71 0.63 0.56 70% 1.00 �0.87 0.77 _ 0.60 0.63 80% 1:00 0.91 0.83 0.77 0.71 90% 1.00 0.95 0.91 0.87 0.83 100% 1.00 1.00 1.00 1.00 1.00 The maximum opening height shall be taken as the maximum opening clear height in a perforated shear wall. Where areas above and below an opening remain unsheathed,the height of the opening shall be defined as the height of the wall. 2 The sum of the lengths of the perforated shear wall segments divided by the total length of the perforated shear wall. 5/7 r AMERICAN WOOD COUNCIL Table 4.3A Nominal Unit Shear Values for Wood-Frame Shear Wallsarc Wood-based Sheathing Minimum Minimum SEISMIC B Nominal Fastener WIND Sheathing Material Panel Penetration In Fastener Panel Edge Fastener S�acing,,inches, Panel Edge Fastener Spacing inchesType&Size 6 4 2 6 4 3 2 Thickness Framing v_a G_a v_s G_a vv_s G_avw vw v w vw (inches) (inches) 1 ki sM 1 ki sfln I ki sM I Nail(common or. I 1 galvanized box) j Wood Structural 5/16 1-1/4 6d 400 13.0; 600 18.0 780 23.0 1020 35.0 560 840 1090 1430 b Panels-Structural I 3/8 460 19.0' -720 24.0 920 30.0 1220 43.0 645 1010 1290 1710 7/16° 1-3/8 8d 510 16.01 790 -21.0 1010 27.0 1340 40.0 715 1105 1415 1875 15/32. 560 14.01 860 18.0 1100 24.0 1460 37.0 785 1205 ; 1540 15/32 1-1/2 10d 680 22.0' 2045 1020 29.0 1330 360 1740 500 950 5/16 1-1/4 8d. 360 13.0I 540 18.0 3/8 . : 1430 1860 2435 700 24.0 900 37.0 505 755 980 1260 ^ m 400 11.0, 600 15.0 780 20.0 1020 32.0 560 840 1090 1430 b n Wood Structural 3/8 440 17.0 640 25.0 820 31.0 1060 45.0 1i15 895 1150 1485 D 1-3/8 z Panels-Sheathing° 7/16b 8d 480 15.0 700 22.0 900 28.0 1170 42.6 670 980 1260 1640 ' T 15/32 520 13.0 760 19.0 980 25.0 1280 39.0 730 1065 1370 1790. 15/32 620 22.0 920 30.0 1200 37.0 1540 52.0 870 1290 1680 2155 m 1-1/2 10d 19/32 680 19.0 1020 26.0 1330 33.0 1740 48.0 950 1430 1860 2435 Q°• Plywood Siding Nail(galvanized casing) D ' v 5/16 1-1/4 6d 280 13.0 420 16.0 550 17.0 720 21.0 392 588 770 1008 � 3/8 1-1/2 8d 320 16.0 480 18.0 620 20.0 820 22.0 448 672 868 1148 y cn Nail(common or. Particleboard galvanized box) D Sheathing- 3/8 6d 240 15.0 360 17.0 460 19.0 600 22.0 335 505 645' 840 (M-S"Exterior Glue" 3/8 8d 260 18.0I 380 20.0 480 21.0 630 23.0 365 z and M-2"Exterior 1/2 530 670 880280 18.0 420 20.0 540 22.0 700 24.0 390 590 755 980 Glue") 1/2 10d 370 21.0 550 23.0 720 24.0 920 25.0 520 770 1010 1290 5/8 400 21.0 610 23.0 790 24.0 1040 26.0' 560 855 1105 1455 Nail(common or ,, galvanized roofing) 8d common or 11 ga.galv. - Fiberboard Sheathing '1/2• roofing nail(0.120"x 1 112 340 4.0 460 5.0 520 5.5 475 645 s 730 Structural long x 7/16"head) - - 8d commonor 11 ga.gals. - - `W - 25/32 roofing nail(0.120"x 1 314" - 360 4.0 480 5.0 540' 5.5. 505 670 755 long x 7/16"head) A- a. Nominal unit shear values shall be adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For general construction requirements see 4.3.6. For V1' specific requirements,see 4.3.7.1 for wood structural panel shear walls,4.3.7.2 for particleboard shear walls,and 4.3.7.3 for fiberboard shear walls. ' h.,Shears are permitted to be increased to values shown for 15/32 inch sheathing with same nailing provided(a)studs are spaced a maximum of 16 inches o.c.,or(b)if panels.are applied with long dimension across studs. c. For framinggrades other than Pine,' reduced g - h n Douglas-Fir-Larch or Southern Pine,reduced nominal unit shear capacities shall be determined P by multiplying the tabulated nominal unit shear capacity by the Specific Gravity. Adjustment Factor-[1-(0.5-G)],where G=Specific Gravity of the framing lumber from the NDS. The Specific Gravity Adjustment Factor shall not be greater than 1. \ d. Apparent shear stiffness values,G_a,are based on nail slip and panel stiffness values for shear walls constructed with OSB panels. When plywood panels are used,shear wall deflections should be calculated in accordance with the ASD Wood Structural Panels Supplement. - " SW31SAS ONIISISM-30210:1 1Va31VI HOUHold, r , r W6 This product Is preferable to similar connectors because of „W— a)easier installation,b)higher loads,c)lower installed cost, r or a combination of these features. Post sae by �b4•. . o Designer The HDU series of holdowns combine the advantages of low deflection and high capacity from the pre-deflected geometry with the - ai ease of installation-of Simpson's patented SDS screws. — o HDU SPECIAL FEATURES: I. Pilot Holes for0' = m •Pre-deflected body virtually eliminates deflection due Manufacturing to material stretch. �Fasener ° ® ' Pressure treated barrier may be •Uses SDS screws which install easily,reduces fastener slip, i not required) m H required and provides a greater net.section area of the post , a compared to bolts. •SDS 1/4 x2lh'screws are supplied with the holdowns. (Lag screws will not achieve the same load.)This ensures the i o' proper fasteners are used and is convenient for the installer. •No stud bolts to countersink at openings. MATERIAL:See table. FINISH:Galvanized I F " • <-o.' INSTALLATION: I ( n..,. o a •'Use all specified fasteners.See General Notes. I� e Vertical HDU Installation •Place the HDU over the anchor bolt. •No additional washer required. ) HDU maybe installed raised off •To tie double 2x members together,the Designer must determine HDU the sill plate with no increase in the fasteners required to bind the members to act as one unit j deflection values(see note 7). without splitting the wood.See page 20 for more information. •See SSTB Anchor Bolts on page 33-34 for anchorage options. I For holdowns,per ASTM test standards,anchor bolt nut should be •Refer to technical bulletin T-ANCHORSPEC for post-installed i finger-tight plus 1/a to 1/2 turn with a hand wrench,with consideration anchorage solutions(see page 199 for details). I given to possible future wood shrinkage.Care should be taken to not CODES:See page 12 for Code Listing Key Chart. I over-torque the nut.Impact wrenches should not be used. I I Dimensions Fasteners_—_.--_.Allowable Tension Loads MNodel Ga Hold heshAitlection ride W H B Bolt =of SDS .(133/160) Design Load.-- .-: Ref. - 4!x2W HDU2-SDS2.5 14 3 871/,s 31/4 1f/a s/e 6 2625 2260 0.017 HDU4-SDS2.5 14 3 1015/,s 31/4. 11/a 1 s/s 10 4190 3600 0.049 HDU5-SDS2.5 14 3 13s/,e 31/4 11/a s/e 14 5430 4670 0.061 146,160 HDU8-SDS2.5 10 3 16% 31h 11/4 _ p�/e �20 `.^�. :835U�- . 'F 7180 0:1D37, _,_ ° HDUII SDS2.5... 10 3.. 22Y4 31h 11/4 1— 30 11275 9695 0.040 N W 1.Allowable loads have been increased for earthquake or wind load durations with 8.Deflection at Highest Allowable Design Load: g no further increase allowed;reduce where other load durations govem. The deflection of a holdown measured between the Q. 2.Loads are based on static tests on wood posts,limited by the lowest of 0.125' anchor bolt and the strap portion of the holdown z deflection,lowest test ultimate divided by 3 or the calculated values of the when loaded to the highest allowable load listed SDS 1/4°X21h°screws.. in the catalog table.This movement is strictly due 3.The Designer must specify anchor bolt type,length and embedment. to the holdown deformation under a static load 4.When using structural composite lumber columns screws must be applied to test conducted on a wood jig. m the wide face of the column. 9.Tabulated loads may be doubled when the HDU is W 5.Post design shall be by Designer. installed on both sides of the wood member provided 6.SDS screws install best with a low speed W right angle drill with a W hex head driver. either the post is large enough or the holdowns are 7.Deflection values are valid for holdowns flush and raised off of sill plate. offset to eliminate screw interferences. . h Refer to note q,page 14 for installation Instructions of raised holdowns. z 0 i oATSAnchor Tiedown Systems - .. . N ti n 0 The Anchor.Ttedown System(ATS)is a.method for anchoring shearwalls in mid-rise wood frame construction to resist large ® --- uplift forces in stacked shearwall systems caused by earthquakes and high winds.The revolutionary ATS method restrains F 4 overturning forces through bearing plates and Simpson Strong-Rod providing a high capacity restraint system far exceeding the capacity of traditional holdowns.Thepatented P Y ATS also offers Take-up Devices to compensate for wood shrinkage and settling common in mid-rise construction. For design information request C-ATS or visit www.strongtia.com. i Free ATS Selector ;F Software available ' 343Z -7 35 Assessor's map and lot number 6 .. � 0/r 14' l z' ` 77 5�. Sewage Permit number ................7.......................................... 'THE r TOWN OF BARNSTABLE Z 'ARISTODLE, i , q DUI,LDING INSPECTOR t APPLICATION FOR:PERMIT TO ..............� ,v/..!` ..r.. ............................... .. .......f.......................... TYPE OF CONSTRUCTION ......................... ....... ... ............................t.......................... ........... � �...................19..-77 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location!?.7�........� .� ..........��......................'t............................................................................................................. a i 2 Ls r � cProposed Use .............,............................................................................................................................................................... ZoningDistrict ........ .. ...................................................Fire District ............ ........! ........................................... ,Name of Owner ....... ,p„��,4�-.1......5�: -r.(.C`."^�-......Address ................�C',....,a� +"\C� .......................................................... Name of Builder ...... 'v p ^� C ��^ .......Address 0-, (lu 4-,,-+ ........................................................................... Name of Architect ............ .`......`..".......!:..� `...........Address �,,- -P s 1 c�4 .................................................................................... t Number of Rooms• ...... {.......................................................Foundation ............/a. .... .................................. Exterior ......... !... .. . ............................................................Roofing. ...........: ...�.C.4............................................ Floors .. � Interior Heating wC� '� —......d ` .�`.........................Plumbing .................................................................................. ........................................ .... Fireplace A r, �.................................................Approximate Cost �S-'O ................................. ...............................,....................,............... Definitive Plan Approved by Planning Board ________________________________19________. Area � / 2.........�.................. Diagram of Lot and Building with Dimensions Fee � ' � .......................... .................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 0 s t d 1 f I hereby agree to conform to all the Rules and Regulations of the Town of Barn table regarding he above construction. / Named ....: !.. ......................................................... V No 1979.5...... Permit for ...!2..§�tR?;y —'------^—^^^---''------------'' Location .....6.7....OAK. .—.!�PMU............... . ''~''—'`--''--^'---'^'—^^---------- Owvner ---- ...........Type of Construction ..]�oswd.JZramm................. Plot ............................ kot .......... � � . Permit. . Granted1977 / uo/e or mupocn Date Completed � ' PERMIT � � � . -/r.. �r�`�� —.. &�...'�� ' ....................... ------ Co� � / ^ \--~- —^-'�---''f—y^'^^^�^^^~—~^^'—~ / � -----,—.—..—.,.......,.,--.._.'---..— Approved ---------------- lQ ----------------^^^^^~—^—~--- � ..������..................................................^... � r �� /Z�p� G�jL/ FAssksor's map and:lot number ... .�.....�. �� .:.. �C..�-�:/ `/ THE F r 0 0� ewa a Permit number I�i` SYSTEM M, PYd� 0 g ..rt�. : . . INST. „ Z BASB9TJIDLE, i House number WITH TITLE 5 ' MAUL � ENVIRONMENTAL CC'D '' D ,pY•a` TOWN- OF B A R N S T Nty1f UATI�NS BUILDING' ' ,INSPECTO.R 4 J ee APPLICATION FOR PERMIT TO ....... 7��G ... Qf. .................................................................................. TYPEOF CONSTRUCTION ......./ / :. ^............................................................................................... .....................19 . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby y�applies for a permit according to the following information: Location ......�?. ...... !'r K...�. ................. ....... � .....................:....................................................... ProposedUse .....A?D.14.41......f'!9!"ti!.l ... ®!r:......................................:.....}.................................................................... ZoningDistrict ..-.;^.........................................j........... ..............Fire District .............................................................................. Name of Owner ...................Address .:.G. .:.0 . ...................................... .................... 7,0— t7 l� .��nn.'.... V l . Name of Builder' :........................Address ...4 ... �'!! .... ........i } �1� .`. ..... Nameof Architect ..............................................................:...Address .................................................................................... u Pbo Numberof Rooms 1.....................................................Foundation .................................... ................................ ... (�ot7 t��u} .......Roofing .......AS.P.. a..I Exterior .... ........ ............ ....................................... ................................................................. Floors � .Interior � tiZL?G�'... ........................................................... e Heating .... . ..................................Plumbing .......................................:.......................................... Fireplace ..................................................................................Approximate Cost ......... D®Q..................................... .. Definitive Plan Approved by Planning Board ---------------____----------_19________. Area ..........1. ?.......5�.... Diagram of Lot and Building with Dimensions Fee —OO ............... ...................... SUBJECT TO APPROVAL OF BOARD OF HEALTH ty I _ r 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 ...V-114 .. . ......... ........��:........................... SHEEHAN, JANET & FRANCIS No Addition Permit for .................................... . ........ ...........Dwe.1...1i.....ng..................Location .67..Oak...St...r..ee...t............................... Cotuit . ............................................................................... Owner ...Jan ...&...Francis. ....Sh.eeh..an.. .. .. .... .. .. ..... ....... .... .... ....... ..... Type of Construction .................Frame.......................... Z .............................................................................. Plot ............................ Lot ........................ ....... June 14, 82 Permit Granted ........................................19 Date of Inspection .....................................19 Date Completed ....................j .......19 Assessor's map and lot number � ff��'' �.�f............ �. ............. THE Sewage Permit number .. .�.: .:::.. ^.. . ..; ........ d Z DAWSTADLE, i House number U'o0,o� 0� '°�Q yak a` TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....... `?���!.... �� ! � .. TYPE OF CONSTRUCTION ....... r ................................................ j TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the fol3lowing information: Location .....h.19..... /3 .... ................. vS�.� ..... �1/I1`�5 .........................: Proposed Use ..... ..... lAavt f.I,, 0©t►'!:................................................................................................................. l Zoning District ........................................................................Fire District ...........................................`_ .. ................................ Name of Owner \,N+? .�}7ygr� r�Z.... }� ��! !`/...................Address' ...�71. .Q!ge':.5. ...�4T......................................... Name of Builder' .. 7 hPkI 1l1�1 �f')fywJK:........................Address `�� �/GGI l�l� ���/IA�t��S 'M'�.. .. .. ..... Name'of Architect ...................-.....::........................................Address .................................................................................... Number of Rooms ..............................Foundation ....1f�.�( ;OOt?0) ec4CG,-.04- 4' I,CA•_.. , .................................... ............ ........................ ..... Exterior G. ...Roofin ..... t,lca�....���u1+w.�..................j....................... g .......,.., .... ....................................................... Floors PIv1 .................Interior .........e.- e<X Heating" t- ti. w ..... ...:a.,� �! i ..............Plumbing ......-'"' Fireplace ......................................... .......................................Approximate Cost ........... „!...Qo......................................:? Definitive Plan Approved by Planning Board ________________________________19________. Area .......... ?....... .' ..... Diagram of Lot and Building with Dimensions Fee V SUBJECT TO APPROVAL OF BOARD OF HEALTH L• P� ti F " t o � e F 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 .... ! ^�........................................................... SHEEHAN, JANET & RANCIS A=18-128 ,'- 1 �3 i 24133 Addi ion No ................. Permit for ..........�... .. ................ Single Family Dwe, ling ............................................................................... Location 67 Oak A��nv ................... ........................ Cotuit ............................................................................... Owner . Janet & Francis Sheehan ................................................................. Type of Construction ....-Frame........................ ................................................................................ Plot ............................ Lot ................................ Permit Granted ....June 14, 19 82 Date of Inspection ....................................19 Date Completed ......................................19 b � b _ I 3r's map and lot number ( �../ .... �� D�✓ /-L � — l z'7 — 77 ".. � SEPTIC SYSTEM MUST BE 79 INSTALLED IN COMPLIANCE Sewage Permit number ..............7# X WITH ARTICLE II STATE SANITARY CODE AND TOWN Q10FTHET��4 TOWN OF BARN TTHLE fps G� Z BA";TABLE, i "b BUILDING INSPECTOR O'E0 MO 0" APPLICATION FOR PERMIT TO Ic� ...........................................................S .. nn � TYPE OF CONSTRUCTION ........................... .........LJ....... .............................................................................. ........... ............................19. �7 T E INSPLO OF BUILDINGS: The uplersigned hereby applies for a permit according to the following information: AAIIL� 1 / G^ � �+ Locationl4..7.................. ...................................................................................... .. ............................................... ProposedUse .............. LS..t.'`^' ` '................................................................................................................................... Zoning District ........�.. ...................................................Fire District ............ ........................................... Name of Owner ........ F '`'^' .7 :...... � ! ......Address ................ ..... ! Ira— ....................... Name of Builder ....... l!.o.l!-^?.. .' .......Address S `^ f �'t'`-`' Name of Architect „ ��~''I'� �.........Address ............... �L-e 4...... � �. 4....... ..... ............... Numberof Rooms ........ ......................................................Foundation ............1. . ..... ..................................................... Exterior ......... . ..�!.1............................................................Roofing ............I" IL .......................................... Floors ��. .Interior / Heating ................. .........m....."........................Plumbing .................................................................................. 2.�.�................................................A Approximate Cost ..... ;Fireplace pp ................``.---�.).............................. Definitive Plan Approved by Planning Board -----------______-----------19________. Area ...1........... ................. Diagram of Lot and Building with Dimensions Fee ......... .............. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of instable regard' g he above construction. / Name ...... . .. ..................................................... .....e 'h al ehan, Joanne 18 128 ... Permit for ZA 99X-V.AV4 JIM&. ................. ............................................................. Location .67....QW.fi.t..........r.Q.tujjt................... location..... ............................................................................... Ownerr wner ...JQAAUa..5.haa)xau................................ Type of Construction .....Wood-Y-rame............... ............................................................................... Plot ............................ Lot ................4 ................ Permit Granted ....... December ......1_19 77 ....................... Date of Inspection ......................-.!............19 Date Completed ................A..19 PERMIT REFUSED ................................................................ 19 ............................................................................... ............................................................................... ............................................................................... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... 3 �3teraoM- k-�reD�Atz�. •r.3at�� �Ft_ow :. t ib .� � = 33t� G.t�•T7. . � P t-1 c t-At.i k = 33olz tab % 4-9 US•E Eo00 .C=4L. 121 2POS,&L- r"T 90o 5(VGWA\LL AV-PA =. lSo. S.F. P4r rrOM AQEA_ E-,O ST-. • � Sim'. � t .cam _ SO �.RD: TaTAL -u-esl6ki = 425 G.pD. -rC>TA L. L7 A41 U4' F- _ 330 6.Pia �t� ���� fw ET o r- RtCHAnD MX t lix tips TeST TO-r f►4 o =r c o.o inn .. tc i ..yi�� 4'"Pier= ;Y 7M, G l o0o Iuv. SJ . t c. 4'PPa � 1w. r (CJ TANK GAL. q( FOX,- Pr T- M WI-rw i ���,TJ , wAs►,+�D STo+:J� C_1=ZTtFtCD . pLbT" �'L Ptzo�tL LOCATIO" CoTv t7- EL� 55 uo , s�A►� - cnt_t �.�t= L�C7 T I,TC— NQ W,4 Ct •IZTtt=-( tc-(iar rt-lC-- FoUa1DAT10 5uo-li Pt-1�,►-1 TZrs QE�,4ca ti�.i't_ryf�l Gl�►-`(s. .w 1-rt-t Tt t .1 nc Li►�E �.07 I)� r►+t~ 'To W L.: C>A't Ir ,tl D r\ 4U70�C `..,< b(.?Ve,. C! /'Z3 t2EG1SIZ=i LD i-At-1G UZui=`1v�= C-A-4 /-�J G>TE�'�/tl_l C_ If..l•>t�J:✓tiE=1�1 i` �iJ\_�/1��; ;� �YI-li_: cFt=�►�C'�i 'i!-tC�WIS� 1Z.1-�t=�l_I C_�.1--..1 T__ t. � r i W r Va ZI l�, h f � 'ZI vj iT t i ——98 —— EXISTING CONTOUR N x 100.98 EXISTING SPOT GRADE ( oo,os N 0 99.07 W EXISTING WATER SERVICE 101.42 98 O G EXISTING GAS SERVICE r7 /✓ CB/DH/FND 98.7 q —UNDERGROUND 8,00 . f7.H. W. WIRES z m ' f' _ a �a,o x 96,55 � TEST PIT Pine Rid a Rd _5e � BENCHMARK n kerson 11�, �, as c 6.84 6.21 ��/� Sea St 10 ! �; �7 7 p . 96,5 UP/1443 Ed — 95,69 e T LEGEND 3 1 .. i of x f S �r38 5.46 Oak St s .98,63 i h / 28 `�1" of• Nickerson Rd 974 ,s >M LOCUS MAP z 9a3 x 96 4/• 9615 i 9 x .16 NOT TO SCALE i X ` \ Lot 4 EXISTING LEACH PI T 97,35 94 r '� 3 EXISTING 43 600E S.F. TO,BE PUMPED & FILLED 8, i u 3 9' -PINE. HOUSE (,#67) W/SAND OR REMOVED 9 p,. 4 TOF 98.56� • .. ,. � (Assumed) S �� Of 'J j� #.B100.64 /DH/F 97. 7 PROPOSED wt \. op / V C ND 97.23 f ex Tl a Parcel 28 .. She Deck ADD) ON x 95.0 I PINE < 93.11 '- (V 96,71 x snn» _ 6,80 .32 F., Pry 96.78y INE x S GENERAL NOTES: h d, CO' 9X.60 Edge of Lown...X'92,62. t 94.37 �8 ), F ' ^� .•92:70 g ��X/ .1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE'LOCAL N / x/95y, S• BOARD OF HEALTH AND THE DESIGN ENGINEER. 6�l x'93 40 2: ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS �94 3 x 930 �� fi ti " Z OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND ,REGULATIONS. 2Jr, �r �Q3'f'� � v 43117 x �� ui `. Tp r✓1• . 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR k CO x 92,46 i �v �� rt TO INSPECTION AND APPROVAL BY .THE BOARD.OF HEALTH AND THE _ y 4.73. i �� p� '• a�' DESIGN ENGINEER. / �= /�arden i cps 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION .DIFFERING FROM THOSE SHOWN 'HEREON SHALL BE REPORTED TO THE DESIGN x 93,84 93,24` x 95,01 ^ N/ -ENGINEER BEFORE CONSTRUCTION CONTINUES., 5..ALL ELEVATIONS BASED ON ASSUMED DATUM. x 9413 _ W� 6. THE DESIGN ENGINEER iS NOT, RESPONSIBLE FOR THE FAILURE OF ��= r CO 9� 5 f N THE-CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 93.18 NS R . , s '; . s ' HEALTH FOR-PROPER INSPECTIONS DURING CO T UCTION: 7.,WATER SUPPLY PROVIDED BY PRIVATE WELL. 4226¢, `. 8. THERE ARE NO PRIVATE WELLS WITHIN 150'.OF.THE PROPOSED S.A.S. ` 6c� p�<9n_ - 9. ALL AREAS.CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER.AND CONTRACTOR OR AS OTHERWISE { $� T/'p_V- ` DIRECTED BY THE APPROVING AUTHORITIES. R f 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE `'e�LC hmOr' `Set WaY THE, LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING Right cor. bulkhead ' 8, CONSTRUCTION. `EL.=97.96 (Assumed) - 3 y 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS , G�1 6 IN. THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND , 2� 56 EXISTING SEPTIC TANK 1' (To REMAIN 106. 12, ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM OFMq F._. \ COMPONENTS NOT SHOWN ON THE PLAN, TOP OF., TANK,` EL-95;26f � Ssgc CB/DH/FND 5 5, INV.(IN)=93.93f(VERIFY) � TERRY yG� OF MAssq WIND EXPOSURE CATAGORY: Exposure'B c ANN ' ��P cy� PROPOSED SEPTIC SYSTEM SITE PLAN ZONING .CLASSIFICATION: RF WARNER "� o PETER T. 67 OAK STREET, COTUIT, MA SETBACKS: • FRONT YARD=30'.' d :. No.3 21 ff M CIVIL EE " 67 SIDE-YARD='15', REAR YARD=15' SteP No. 35109 Prepare • Patrick Minihan, 34 Glendale Road, Sharon, MA 02067 d for: P �'£�ISZE�E �� 'Engineering by: - SCALE DRAWN JOB. NO. MAXIMUM BUILDING HEIGHT: 30'OR 2 1/2•STORIES � ' � •• �r u� O FF G� En ineerin Works, Inc. 1 90=30, P.T.M. 164-09 FLOOD PLAIN DATA _ - A A g 9 ' - Road. DATE CHECKED SHEET NO. ZONE C" 0001 0021� F.,(Rev. 7/2/92) ,• 12 ad, Forestdole, MA 02644 # 7�t?d �. _ _ 7/9/09 P.T.M. 1 of 2 FIRM PANEL 25 ,West Crossfield „ 9 i (q l�'1 y (506) 477 5313 NOTE: -TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE,SHALL NOT BE <` EL:93.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. (3) 5" DIA.OUTLETS p SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. 1.-5'5 I' 16� 'i�2- INSTALL RISERS & COVERS OVER INLET & INSTALL WATERTIGHT RISER & INSTALL INSPECTION PORT OVER END UNIT :.. , OUTLET AND SET TO 6" OF FINISH GRADE COVER -SET TO 6" OF GRADE T.O:F.. . EXISTING F.G. EL: 95.5f O 12" F.G. EL.=96.4t F.G. 'EL: 95.5f 15.5" - MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 6" INSPECTION L = 1( L ='6'(MAx) ' PORT H-10 LOADING 2 ® S=1% (MIN:) ® S=l% (MIN.) 4"SCH40 PVC '4"SCH40 PVC 0°I s• 11:3 TO D-.BOX EXISTING 48" LIQUID INVERT LEVEL GASADBAFFLE INV.=93.27 .PROPOSED INV.=93.10'- 3 .ROWS"OF 7 UNITS A, 6.25'/UNIT INV.=93.93f D-BO INV.=92.94 EXISTING SEPTIC TANK EXISTING SOIL ABSORPTION SYSTEM (PROFILE)ED �. - d . • - ESTABLISH VEGETATIVE COVER :. BACKFILL WITH CLEAN NATIVE OR I '- 75 PERC SAND TO:TOP OF CHAMBERS ` BREAKOUT=TOP r TOP ELEV.=93.33 " FILTER FABRIC NOTES: INV. ELEV.=92.94 OVER UNITS 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=92.00 ,• (RECOMMENDED.) INVERTS, PRIOR TO INSTALLATION. 2 83' 2) D-BOX SHALL BE SET LEVEL-AND TRUE TO 5'r MIN. ABOVE BOTTOM OF - f '. 76" ,- GRADE ON A MECHANICALLY COMPACTED-SIX TP.'EXCAVATION OR G.W. EFFECTIVE WIDTH=8.5' : r INCH CRUSHED STONE BASE, AS SPECIFIED, IN :. +,`` EXISTING SUITABLE PROFILE;*e s_ „ 310 CMR 15.221(2). ADJUSTED'G.W. EL.=83.8 :-.• MATERIAL 3) INSTALL INLET & OUTLET TEES AS REQUIRED. r �+ " ' � USE 3 ROWS OF 7-16"(H-20)'ADS,BIODUFUSER UNITS . • 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW,&. NO STONE ` AS MANUFACTURED BY TUF.=TITE, ZABEL OR EQUAL. ' S r TYPICALECTION r. N.T.S. .. - ,. - e.ca 16 SOIL LOG 34", , DESIGN CRITERIA SECTION R END CAP DATE: JULY •8, 2009 (REF.# 12,627) SOIL EVALUATOR: PETER MCENTEE PE, CSE (SE#1542) �=3 NUMBER OF BEDROOMS: 4 BEDROOMS (3 EXISTING + 1 PROPOSED) 16 � HIGH CAPACITY (H=20) BIODIFFUSER .UNIT WITNESS: DAVID STANTON IRS, GSE SOIL TEXTURAL CLASS: CLASS I „ Elev. TP- 1 Depth, Elev. TP-2 Depth Ele-v. TP-3 De th .Eiev.-�TP-4 De th MODEL 16"4 HICAP f DESIGN PERCOLATION:'RATE: <2 MIN/IN : -' -� -P- . -� DAILY FLOWN 440 G.P.D. 93.6 q 0" `4 9.3.6 q '0 95.6 r q 0" 95.5 q 0" LENGTH - 76" NOTE:- UNIT CONFIGURATION AND AVAILABILITY SUBJECT SANDY LOAM SANDY LOAM .> SANDY LOAM : . , SANDY LOAM TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY F•: - DESIGN FLOW: 440 ;G.P D. '• '' EFFECTIVE LENGTH 75" 1 OYR`4/2 10YR 4/2 10YR 4/2 10YR 4/2 "' „a DIFFER SLIGHTLY FROM ACTUAL PRODUCT.APPEARANCE.- GARBAGE GRINDER:' .'NO 193.1 6" - 93.1 6" 95.1 6". - 95.0 6 SIDE WALL HEIGHT 11.2" LEACHING AREA•REQUIRED: (440) = 594.6 S.F. B B ^ B B OVERALL HEIGHT' 16" F SANDY LOAM SANDY LOAM �` '` SANDY LOAM SANDY LOAM 4640 TRUEMAN BLVD r .74 10YR 5/8 1 OYR 5/8 1OYR 5/8, 10YR 5/8 OVERALL WIDTH 34" EXISTING SEPTIC TANK: 1000' GALLON CAPACITY (TO REMAIN) 91 1 C PORC 91.4 C 26^ 93.3 :C 28" 93'2 C 28" 13:6 CF' 10-m® HIL OHIO 43026 LIARD, 30" CAPACITY 101.7 GAL PROPOSED D-BOX: 1 INLET, 3 OUTLETS (MINIMUM), H-10 RATED. 4E2" � PERC '• - ( ) nwnNceo owuw4cE SYSTEMS, INC. MED.'SAND MED. SAND 2.5Y 6/4 2.5Y 6/4 ` 42" _ PROPOSED SEPTIC SYSTEM SITE PLAN - MED. SAND - . MED,. SAND USE 3 ROWS OF 7 16" HIGH CAPACITY ADS BIODIFFUSER .UNITS F 2.5Y'6/4 2.5Y 6/4 vim/ NO STONE FOR•AN S.A.S. WITH-'DIMENSIONS 8 5' x 43 8' 83'8 ADJ. GW= ': 83.8 ADJ. GW-= 67 OAK STREET, COTUIT, MA r ` HIGH CAPACITY INFILTRATORS MAY BE SUBSTITUTED 82.4 STG. GW= 134 82.4 STG. GW= 134" 134" . ( ) Prepared for: Patrick Minihan, 34 Glendale Road, Sharon, MA 02067 82.3 . 135" 82.3 135" 84.1- 135" 84.0 135" SCALE DRAWN, JOB. NO. SIDEWALL AREA: NOT APPLICABLE Engineering by: PERC RATE <2 MIN/IN. ("C HORIZON) BOTTOM AREA: (GENERAL USE`APPROVAL'FOR 4.7 SF/LF OF .BIODIFFUSER) PERC RATE <2 MIN/IN. ("C": HORIZON) NTS P.T.M: 164-09 • INDEX•WELL MIW-29 (ZONE A) - Engineering Works, Inc. . 21 UNITS x 6.25 LF x 4.7 SF/LF = 616.9 SF WATER LEVEL = 7.8' - JUNE 2009 NO GROUNDWATER OBSERVED t GW ADJUSTMENT = 1.4' 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF x 616.9 SF _ .456.5 GPD (508) -477-5313 7/9/09 P.T.M. 2 of 2