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Home My WebLink About0028 PATRICIA STREET r. j Town of Barnstable Regulatory Services �'THE tp� Thomas F.Geiler,Director Building Division RAMSTABM * Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 December 12, 2012 Brian Callahan 20 Woodbury St. Arlington, Ma. 02476 RE: 28 Patricia St., Centerville, Map: 246 Parcel: 168 Dear Mr. Callahan: A review of our records, including the permitting history of the property, indicates that the above referenced address has an open building permit without the required inspections. Permit application number 201001232 was issued on or about April 26, 2010 to construct a three season room addition and to date has not had the required final inspections (building and electric). Please contact this office immediately with an explanation or to arrange for the required inspections. Thank you for your immediate attention in this matter. Respectfully, Wea zon , Local Inspector jeffrey.lauzon o town.barnstable.ma.us (508) 862-4034 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel I V` Application #: �" Z ' Health Division - - Date Issued (Q. l d f Conservation Division�� Application Fee Planning Dept. Permit Fee 0' a Date Definitive Plan.Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address Village Ceot�-.C\kVe PaQwA7 Owner Address WLPV4 ,1 Telephone 1 CAS CA Permit Request 0C)w� 0� Square feet: 1 st floor: existing-proposed 2nd floor: existing proposed Total new Qe,� Zoning District 13,57L`( Flood Plain Groundwater Overlay Project Valuatidof' � Construction Type Lot Size j() 200 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure � - Historic House: ❑Yes a/No On Old King's Highway: ❑Yes QNo Basement Type: LY'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existin new Half: existing new Number of Bedrooms: existing —new Total Room Count (not innccluding baths): existing _ new First Floor Room Count Heat Type and Fuel: Y Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 3 No Fireplaces: Existing_ New Existing wood/coal stove: ❑Yes 3<0 Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# ~- Current Use Proposed Use a ' o APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �J��C�I�� ( , 1�� Telephone Number<; Address a- License # 53' l 3 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a3e _ SIGNATURE DATE AV FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION g1ZI-1/o FRAME o,C nkc- GI INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING L DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): rt V— I CN\ OAl`C��r— ? Address: City/State/Zip:. Phone M Are you an employer?Check the a propriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6 New construction e ployees(full and/or part-time).* have hired the sub-contractors listed on the attached sheet. 7. ❑ Remodeling am a sole proprietor.or partner- These sub-contractors have g. Demolition ship and have no employees working for me in any capacity. employees and have workers' 9 Building addition No workers' comp. insurance comp.insurance.1 qutred.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL c. Roof repairs insurance required.]t c. 152, §1(4),and we have no 13.❑ Other employees. [No workers' comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp..policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: Policy#or Self-ins, Lic.#: �1 "—® Iptration Date: r 1 Job Site Address: �� City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify nd the pains and penalties of perjury that the information provided bove i�ruea�nddcorr�ect. . Signature- Date: Phone Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE-AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Site Address: K Applicant Name: ��-�c�+� `' c� F�•ir� �, - C��t'` iG�, print Town: Applicant Phone: Applicant Signature: Date of Application: C NEW CONSTRUCTION: choose ONE of the following two options) - 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab IlOption l: Basement Fenestration exposed Wall Floor Wall Perimeter .APUE HSPF SEER U-factor floors R-Value R-Value R-Value R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of .35 R-3$ R-19 R-19 R'10 4 ft. 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck 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.energycodes.gov/rescheek/ ADDITIONS OR:ALTERATIONS TO EXISTING BUILDINGS:OVER 5 YEARS OLD* *Buildings under 5 years old must use option#1 or Q in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equ4ls Formula: (100 x b _ a) q\q SW 100 x IS: o of glazing b a (b) Glazing area equals _SF If glazing is:<40%° use the chart below. If glazing is > 40.%o roceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter Fenestration Wall Floor Basement Wall R-Value Exposed floors R-Value R-value R-Value U-factor 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 7 if the insulation achieves the full R-value over the entire R-3 area(i.e. not com ressed over exterior walls, and including any access openings). SUN ROOM—An addition or alteration to an existing building/dwelling.unit where the total 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 Appendix 120.P) oFt�t� Town of Barnstable ' Regulatory Services a*xxs-raBtE, ; Thomas F.Geiler,Director mass. 1639• ,0� Building Division rED MA't A 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: I�a3 t V ��rati►�+��c� JOB LOCATION: �$ k(A number street village "HOMEOWNER V� C `— 71-6 l-t 3 35 . name h me phone 1•� work phone# CURRENT MAILING ADDRESS: Wul city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwelling's of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) t 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 ins a 'on procedures and requirements and that he/she will comply with said procedures and t requirem ts. Signature o 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\FORM S\homeexempt.DOC oFt1MUE r Town of Barnstable Regulatory Services 9&UMSTABLY,MAS& g` Thomas F.Geiler,Director 4>�F 1639. .0 a Building Division n� g Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as er of the subject property hereby a orize to act on my behalf, in all matters r tive to work authorized this building perrnit application for. (Address of Job) Signa 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:OWNERPERMISSION i E. 1 ( j tT 3 ^ 1 z it �kl �� -- ( h a i � JAMES C. moon w r` { No. 1/6 .rr• —�� _mil_• TO IVY IN OF B TA I i � I it P 1 6. 1 LOT '#29- LOT #30 LOT #3 i I _ I 7. 1 98 } S 15d 09' 50" W - 98 96 8. i PL _ 9. --- - 105.00' 10. LOT #25 f3.25�-------- g' 10,500 Sgicare Feet +/- 92-, \ .�� =K.'.ti• _ �,�: ;: TEST HOLE #1 - ----96 Tf AN PVC V NT �._ . }>?; O; IT _ Faded ' ' O TF Cesspool —� NEW 1500 gal,' �( ---9 LOT #2ti ��:o o-Box c� �� Septic Tank r . o 28.5' LOT #24 E�` ' O {, IN O DECK NCB � c o OF— PROJECT BENCH MARK .� TOP OF FOUNDATION � EXISTING --_-_, ELEV. 100.00 (Assumed) �/ �� 4 BEDROOM r-- ---- * 3 HOUSEko ; O 92- �- ---"'�/ #28 `GRAVEL is ko I 1 DRIVEWAY j I I I I 1 I j - 1 Iq i -------------s. 1 105.00 _ N 15d 09' 50" E 9 Z' ---------------------------------------------- I �1` - - -a--------- --------.-------------- 'EPTIC TANK [ P.A TI-�I CIA S TR_E E T (40 FOOT RIGHT OF WAY) M i hi AS fit No. D 0 S 4774 -+ AC STE - - �1AL y E ;�. "i[k,� - ,; � I S --i-._._•t___._� J ! _!_ 4 � � I y_.i_.t,,.�.^��{tl ! 1.-_�..p ��0� y_ -�__- _ I_I I ...•..1.«.� ! -I..�..+""� f T _-._ r 1, _......_ M' / p E — I I f , ..,. �-�-�'--� � ; _ � •ter, OIF 21 ?.3 �1 f r i r -k- �_ t r mar -C�'� - ---. . r . 1 , y-- r ._w 1 1 - .��tH OF c ( 3 1 h 1 I I o A191C:tiELEt C. qlp ;STRUCTURAL i I It r , 74' � I Z - , r ._,._ •_._- _{.._..•..».._. _.,•.... .. ..---rv-•� _._ a"'--1---- t 4 ' .__ .. .._- .—_..._..._.. ..._._.__.-+�. --- 1 •• r ._._..._.ter _._• __. a — _ae�..f__—. __`___..._. _ .-.._d.._.. � �.M!�M...w• r i � r I SA TOWN OF 27 t f ` t P�12 i� ' t r. g, r r .- r +S \�N OF MASS MICHELE 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS D .CUn1LO "a MASSACHUSETTS STATE BUILDING CODE ,pk pA � _ 0 No..34774 Z b T)24cA A, cJ , U AWC Guide to Wood Construction in High WindAreas:'110 mph Wind Zone . STRUCTURAL Az a� Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Si[jNAV_ S Q Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust) .......................... .... 110 mph Wind Exposure Category ....... • .. B _ 1.2 APPLICABILITY Number of Stories'(a roof which exceeds'g in 12 slope shall be considered a story) stories s 2 stories Roof Pitch ... ......• ........ . ... . c3�., — (Fig 2) . ...... ... . ...... .. Zs 12:12 _ Mean Roof Height .•.. .................... (Fig 2) _ft s 33' _ Building Width.W .......•...... .. • (Fig 3) ........... ........ LLL ft s 80' Building Length,L ....... (Fig 3) ........... ..... ...._.(_7 ft s 80' _ Building Aspect Ratio(L/W) ........ (Fig 4) . .......... .. ... ....1 2 s 3:1 _ Nominal Height of Tallest Opening' g 4) . ... .....(Fig ........... �s 6 :1 _ 1.3 FRAMING CONNECTIONS General compliance with framing connections.. (Table 2) _ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete ............. Concrete Masonry ....................... . •.. — 2.2 ANCHORAGE TO FOUNDATION1•1 Anchor Bolts imbedded or%"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general.................. (Table 4) G1 '1'c'-P, �(in. Bolt Spacing from end/joint of plate ........ (Fig 5 . ` [ , — Bolt Embedment—concrete............ .• (Fig 5)...... ..• .... in. i 7" _ ......... ._ Bolt Embedment—masonry•............. (Fig 5) ..................._15 in. a 15" _ Plate Washer. ......................... (Fig 5) ................• ... z 3 x 3"x 1/4" 3.1 FLOORS Floor framing member spans checked ......... (per 780 CMR 55.00) ....., Maximum Floor Opening Dimension.......... (Fig 6) ft s 12' Full Height Wall Studs"at Floor Openings less than 2'from Exterior Wall(Fig 6) ............. -Maximum Floor Joist Setbacks — "Supporting Loadbearing Walls or Shearwall . (Fig 7) ....................... ft s d Maximum Cantilevered Floor-Joists Supporting Loadbearing Walls or Shearwall . (Fig 8) - _ •• ••. •... ft Floor Bracing at Endwalls ..........•....... (Fig 9) Floor Sheathing Type ................ .. (per 780 CMR 55,00) ..... — F1oorSheathing Thickness (per 780 CMR 55.00) . m Floor Sheathing Fastening Table 2 .... • ( )L—d nails at_j�.,,in edge/L?,in field _ 4 L,`WALLS Wall.Height. . Loadbearit g walls . ''........... (Fig 10 and Table S) ..... ft s 10' Non Loadtieanng Walls . ft ....;.,... Fi lt)and Table 5( B ) ....... �A.24 o.c. Wall Stud Spacing .... (Fig 10 and Table 5 _ Wall Story Offsets ........................ (Figs 7&8) ..... ...... =ft s d 42 EXTERIOR:WALLS' Wood Studs'' Loadbearing walls ..................... (Table 5) 2x 1A ft D<in Non-Loadtiearing Walls ....•............. (Table 5) ............2x ft in. . Gable End Waal Bracing:, Full Height EndwallStuds ............... (Fig 10) ......... ' WSPAttic:FloorLengih. ................ (Fig.11) .... -•'ft zW/3 G'YPsum Ceiling Len ih.Of WSP not used)(Pis 1 1) ..... ......... .... and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)...................or 1 x 3 ceiling furring strips Cep 16"spacing min.with 2 x 4 blocking®4 ft.spacing in end joist or truss bays Double Top Plate — Splice Length......... . ............... (Fig 13 and Table 6 Splice Connection(no.of 16d common nails)(Table 6 ) f ). . ........ ......... ... — 1054 780 CMR-Seventh Edition 12/28/07 (Effective 1/1/08) n ! Pit 21 .n '•x ,\A OF MASSA �� p 1GH sm 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 2-5 FA I� �CI Vl CUC31L0 l I" o No•34174 APPENDICES t U S-fFitt. �$' � Loadbearing Wall Connections Rfi�is�P�°c� Lateral(no.of 16d common nails) ......... (Tables 7' Non-Loadbearing Wall Connections ) 2 Lateral(no.of 16d common nails) ......... (Table 8) ......... . .... . ... _ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans........ •.............. (Table 9) _Z• Sill Plate Spans ft in.s I I' (Table 9) . i ft Zin.s 11' Full Height Studs(no.of studs) ,.•....... (Table 9) •� �'••••* ' •*• a —' Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...... ..................... (Table 9) / Sill Plate Spans.... ................ .••'..... ..." ft •.. (Table 9) ..... .... ... -12 in. s 12' ft� _. Full Height Studs(no.of studs) ., , (Table 9) .. in.s 12" — Exterior Wall Sheathing to Resist U�and Shear Simultaneously' Minimum Building Dimension, Nominal Height of Tallest Opening . ,.,, /. Sheathing Type................. ........ (note 4) .... ... ..... ....... ... 5 6'8" .... .. .. . ..... Edge Nail Spacing .. ,,,,,,,,,,,,,, (Table 10 or note 4 if less) ......... �'�in' Field Nail Spacing ................... (Table 10)..,... Shear Connection(no,of 16d common nails)(Table 10) .. ::. . ..... . '' ''.• 12- i ..� Percent Full-Height Sheathing ......''' '' ' '''''''''.. — 545 Additional Sheathing f Wall with Opening>6'8"(Design Concepts)........... Maximum Building Dimension(L Nominal Height of Tallest Opening Sheathing Type ..... 8' .• s 6'8" — .... ............. (note 4) . .Edge Nail Spacing . .:,,,.•, ,,,,,, (Table 1 I or note 4 if less) .. . ... . .�in, Field Nail Spacing ....... Table 11 �Z • —" Shear Connection(no.of 16d common nails)(Table 11) .. _ Percent Full-Height Sheathing ..�......,... (Table 11)...... .................. `4'0 _ 5%Additional Sheathing for Wall with Opening>6'8"(De.sign Concets) _Wall Cladding p .... ..,,., Rated for Wind Speed? .....•......... 5.1 ROOFS ( .......... — Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ,................(Figure 99) ........ ft. smaller of 'or LJ3 Truss or Rafter Connections at Loadbearing Walls — Proprietary Connectors ' Uplift .. Lateral ..: (Table 12) f S Shear... (Table 12)................ i�JA I` ` ' L'S� (Table 12)......... S . 1 ' °i 'Ridge Strap Connections,i collar ti of sad Page 21 Table 13 Gable Rake Uutlooker P g ( T-= _ (Figure 20) ft s smaller of 2'or L/2 Truss or Rafter Connections at Non<LoadbeartngWahs — Propnetary Connectors Uplift ... (Table 14). Lateral(no.of 16d commomnails) ....... (Table"14j U —1b; — Roof Sheathing Type L ............ — (per 780 CMR 58 00'and 59;00) Roof.Sheathing Thickness .. - Roof Sheathing Fastening. u m 2 7/16"W/SP (Table 2) ..�.Cl c' •�•1: ,�.4�. J2 '1�4 Notes 1 This checklist shall be met in Its entirety, excluding the specific exception noted in 2to comply with,the requirements of 780 CMR-5301 2:1.1 Item l.:If tho checklist is met in its'entirety then the following:metalstraps and hold downs are not required per.'the WFCM 110 mph Guide, a Steel Straps per,Figure 5 b. 20 Gage Straps per Figure.l; c. Uplift Straps per Figure 14. d. All Straps per, Figure l7 y_3 e. Comer Stud Hold Downs per Figure 1;8a and Figure 18b 2. Eitcepnon:;Opening'tieights of up to 8;ft.shall 6e permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and I I. s, zhc bottom sttrplate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 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 12/28/07 (Effective 1/l/08) 780 CMR-Seventh Edition 1055 TOWIN. OF BARNSTABLE 0 2 PM 112. 2 _ �.:..-�-.sac::_-_.�:.:�,�.•._--:�,- D I VI gilts a t AWC Guide to Wood Constrtection in High Wind Arens: 110 tnph Windfloneqb ATLtU4� Massachusetts Checklist for Compliance (780 cMR 5301.2.1.1)1 Cc Jlv-u 1Uk_e�1 4. OF 4 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: 1. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to,the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -whllarn+st�t�srsow ' t�uultaraa�alr n��u ' 1• 11 i r M 11 11 1 11 11 11 N N 11 11 11 Il 11 11 N ii Il ` 11 il,� I t 1y1 11 11 i 11 11 4 1! it II 11 i l 1L1 bOtJ nvDrA ------- See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment eF 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS u► ST, APPENDICE � � 1 I 1 1 , 1 I 1 1 1J 1 � 11 II MEM 1 BEM 1 1IEDGE WERMEEXATIE 1 ; 3W _ 3'MIN. i. _�_�►---1--�-----__ _SA-__ SfAGGEiiED NAL PATrEM PANE PANEL EDGE DOUBLE MAL EDGE SPACMIG DUAL Detail i Vertical and Horizontal Nailing for Panel Attachment 12/28/07 (Effective 1/1/08) 780 CMR-Seventh Edition 1057 TOWIN QE B . `aSTABL E D { GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. - . 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code, latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12" long,w/2-1/2"hook spaced 4' o/c, r in concrete piers w/ Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage). - VIo, �, FRAMING 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for 110 MPH Exposure B. . 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. - 4.Timber Framing a. All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b. Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. ` c. Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc.per--750 psi, Fc_par=2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr,or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood;spaced 48"o/c; Rafter to Ridge Plate: Collar ties min. Ix6@ 48"o/c at top or Simpson Straps over top of plywood spaced 48"o/c b. Rafter ends to top plate: Simpsbn.H2.5A c. Band Joist: Simpson straps at 48"o/c 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes'in.wood sha11 be 1/32" larger than .bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7. Blocking: a. Blocking:shall be solid blocking;2x minimum,and full depth of member. b. Stud Walls:provide blocking at 8'70"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48 of these building corners. c.Na'iling Schedule:f Solid Blocking to,Bearing 2.8d toenails ea.side Blocking Between Studs 2-10d`,toenails ea.end,or 2-16d end-nails ea.End d. New Framing:Provide 2x blocking for 2 joistlrafter bays and spaced 48".o/c injaist and rafter:pIane at all edges;attach plywood edges-to this blocking ` 8.Nailink Schedule: All nailing shall be.in accordance with Appendix 120.Q,unless noted herein specifically. O• A OF ass Multiple Studs 16d @ 12"staggered a..All nails shall be common w►re nails. o MICHELE b Sub-bore where;nails tend to split wood. CUDILO a 9. Headers:less than 4'-0",use 2-2x6;all others per MA State-Building Code Table 5502.5(1)and No.34774 ; STRUt.TU1cAt MICHELE `CUDIL PE. sc Consultin Structura . Er i-ne Jc>runt E G 123 Cottonwood Lane. Centerville, Massachusetts 02632 L ► Ai D 17,o t4 Drown By: MC Date: Q Drawing rA-Trzl u A ST ' Scale' AS NOTED Rev. 0 c G�-TWLV l L L S K— I File Name: Project No.: Z-O� ,_ - � t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map w Parcel Lo Application# m I Health Division Conservation Division Permit# Tax Collector Date Issued 6-1 Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board v .5/1l°Z,�J�' Historic-OKH Preservation/Hyannis 1/ Project Street Address o c�. M k Village C V,dEcv i 1 Owner 2)1L MCA V" C4\\C�l,�x,y. Address c : • :aV � N Telephone — L — 9inS Ci Permit Request a„ Cas_ S;� Square feet: 1st floor:existing_ proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Is Q Construction Type Lot Size C-nro S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Flo On Old King's Highway: ❑Yes t/No Basement Type: ('Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms- existing new Total Room Count(not including baths):existing new First Floor Room Count 4 Heat Type and Fuel: u Gas • 0 Oil '`O Electric ❑Other Central Air: ❑Yes 24o Fireplaces: Existing 1,"'- New Existing wood/coal stove: ❑Yes CK Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: �`� Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ 'S 1 Commercial ❑Yes ❑No If yes, site plan review# t Current Use Proposed Use n 1 BUILDER INFORMATION J Q) Q) Name o1 h t0-V\ l..gl ,_ Telephone Number 1—�At LA - qq S Addre;�ss License# �L_,Vk -1a Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOa —►.�Sb� SIGNATURELAL—SDATE L G FOR OFFICIAL USE ONLY n � PERMIT NO. DATE ISSUED MAP/PARCEL NO. `► - ADDRESS- "VILLAGE• OWNER r: DATE OF INSPECTION: FOUNDATION FRAME 7 fv/07 ' INSULATio<- 07J647 4jZi FIREPLACE ' ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL y" FINAL BUILDING «(011-3110 ~- DATE CLOSED OUT t `' ASSOCIATION PLAN NO. w r' , ( „\ A/Lc a.vrr LrnurLrvcwLan v.J 111 wJJwLILWJ GLLV e Department of Industrial Accidents _ Office of Investigations ' d 600 Washington Street' Boston,MA 02111 www.mass.gov/dia ' `porkers' Compensation Ialsurance davit: Builders/Contractors/Electricians/Plumbers A licant Iallformation Please Print Le "hl Name(Business/Orgenization/Indiviclual): . '. •Address; c L City/State/Zip: ,r 4� f' Phone:#: Are you an employer? Check the'appropriate boa: -Type of project(required): 1.❑ I am a employer with 4.,❑ I am a general contractor and I employees(fall and/or part-time). * have hired the Vab-contractors ti. El New construction . 2.❑ I am&'sole proprietor or partner- t listed on the,attached.sheet. 7. ❑Remodeling ship and have no employees 'These sub-contractors have g• ❑Demolition ' working for me in any capacity, employees and have workers 9. E]Building addition [No workers' comp.insurance comp,insurance,$' /required.] S. ❑ We are a corporation and its �10.❑Electrical repairs or additions officers have exercised their 3.QI I am a homeowner doing.all work 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL` insurance requited.]t C. 152,§l(4), and we have no 12.E]Roof repairs 1 employees. [No workers' 13:[]Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affida:iit indicating they are doing all work and then hire outside contractors must submit anew affidavitindicating such. lContractors that check this box must attached an additional sheet showing the name of the'sub-contractors and state whether ornot those entities have employees: If the sub-contractors have employges,they must provide their workers'comp.polidynumber. I a.m.an employer fhatls providing workers'compensation insurance for my employees. Below.is.the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic,#: Expiration Date: Job Site Address:— a Pc t, C r L siff= City/State/Zip• , Attach a copy of the workers' compensation policy declaration pace'(showing the polky number and expiration date). Failur0o. secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-yeas imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the WA for insurance coverage verification, I do hereby certify un r ins and penalties of perjury that the information provided above is tr a and correct,' Si afore:. — Date:. C7 C� _ Phone#: LA U — Ll J ct Official use only..-Do not write,in this area, to be completed by city or town offlicia1 ~ City or Town: Permit/License# Issuing Authority(circle one): :1.hoard of Realth 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector fi.Other contact Person: Phone 9: • M • f Information anal Ins4r°ucti®ns ' 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 hiie, express or implied, oral or written." An employer is"de dined as"an individual,partnership,association,corporation or otherfg-employe6s, tity,or any two or more of the foregoing engaged in a joint enterprise:and including the legal representatives oceased employer, or the zeceiT�Pr nrtr�t`eg°.of au individual artners association or other le al enti ein to However the owner of a dwellfm .house having not mbre' than three apartments and who resides they or the occupant of the dwelling house of another who employs persons to do maintenance,construction or r„ air work on such dwelling-house or on the grounds or building appurtenant thereto shall not because of such emplo t be deemed to be an employer." 1VIGL chapter 152, §25�C�(• also states that"every state or.local licensing agene shall withhold the issuance or renewal,of a license or permit to'operate a business or to construct building in the commonwealth for any applicant-Who has not prod�ed-acceptable evidence of compliance with insurance coverage required. Additionaty,MGL chapter 15 ,.§25C(7)states"Neither the commonwealth or any of its political subdivisions shall enter into any contract for;the,pe'rformance of public work un�acceptable deuce of compliance with the in�sce requirements of this chapter have been presented•to the contracting autho Applicants Please fill out the workers'comp ens ati affidav/stce letely,by ecking the boxes that apply to your situation and, it necessary,supply sub-contiactor(s)name(s addrand pho number(s)along with their certificates)of insurance. Limited Liability Companies(LL ofd Liao' ty Partnerships(LLP)with no employees other.than the ' members or partners,are not required to carry oomp ation lnsrce. If an LLC or LLP does have employees,a policy is required, B.e advised tha tda • may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage sure to sign and date the affidavit, The affidavit shouldbe returned to the city or town that the applicatiopermit,or.license'is being requested not the Department of Industrial Accidents., Should you have any questarding the law•or'-if you are regiured to obtain a workers.. compensation pblicy,please call the Department mber listed below. Self-insured companies should-6nter their self-insurance license number on the appropriate- City or ToWTI Officials. Please.be sure that the affidavit is complete' d printed legibl . The Department has provided a space at the bottom of the affidavit for you to fill out in the ev t the Office of Iuves ' ations has to contact'you regarding the applicant 'Please be s&e to fill in the permit/licens number which will be d as a reference number. In addition, an applicant, that must submit multiple permit/lic applications in any given y ,need only submit one affidavit indicating current pclicy-information(if necessary)an under"Job Site Address"the ap 'cant should write"a11•locationsIn (city-or town),"A-copy of the affidavit th has been officially stamped or ed by the city or town may be provided to the applicant as proof that a valid a davit is on file for future permits or lic ses, A new affidavit must be filled out each year.Where a home owner or itizen is obtaining a license or permit not r ated fo any business or commercial ventufe (i.e.a dog license or permit t bum leaves etc.)said person is NOT required o.complete this affidavit. The Office of Investigatio would I>7ce to thank you m advance for your coope lion and should you have any questions.- please do not hesitate to •ve us a call.. The Department's ad ss,telephone-and fax number:: Tbo Commouwi4th of Massach=tts Deputmmt of lama Aocid nts Office of Investigations ra wKhivan S.tred B•Oston,MA 02111 W.#617-7-27-490.4 ext 4.06 ar 1-$77-MASSAFE Fax 4 617-727-7749. Revised 11-22.06 �.�ass.g4��dla • r .. t °FVEtoy� Town of Barnstable Regulatory Services yB" MASS. Thomas Thomas F.Geller,Director MAC Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: ( (7110oe` YZ4�1 Estimated Cost � d Address of Work:_A?. CC ,,t- \ l 1 .k Owner's Name: Date of Application: � (�9—~ I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 OBuilding not owner-occupied 59owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORD DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. cX OR Date Owner's Name Q:fomu:homeaffidav Table J5:7-30 teonttane� ss preriptive Packages for due and Tv C,-Fxmilp Resldebtial Balldinge'3ieated with'Frrug-Fpek SIAXfMU' m MINIMUM Glazing Glazing Ceiling Wall Floor Basebsrat Slab $eatinglCooling Area'('Jo) U-valuer R-value' ' R-value R•valme' well pedmeta Rmcii=79 P='cage R-value R-values 3701 to 65D0 Seating Degrer Days' 4f' 12% 0.40 33 13 19 10 6 Narrnsl R 12% 0.52 30 19 -. 19 10 6 Nonni! g 12% 0.50 31 I3 19. 10 6 •SS-AFUE T 15% 036 33 13 21 NIA NIA. Now u I5% 0.46 3S 19 19 10 6 .Normal y 15% 0.44 31 I3 25 NIA NIA 33 AFUE W 15% 0,52 30 19 19 10 6 95 AFUE X I S'Je 032 33 • 13 25 MIA NIA Normal y 13%. 0.42 39 19 25 NIA NIA~ Nonual 2 1 S%e 0,42 31 13 19 id 6 90 AFUE AA 13% 4.30 30 19 19 i0 6 90 AFUE 1. ADDRESS OF PROPERTY: .i 2• SQUARE FOOTAGE OF,ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4, %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE.' OTHER MORE INVOLVED METHODS OF DEG ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION, BUILDING INSPECTOR APPROVAL: YES:. NO: q-forns•054303a . Town of Barnstable „P Regulatory Services " Thomas F.Geiler,Director BARNSTABLE, 9q, 6 9 ,�� Building Division ATE p �a� 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: �. � O 3"" JOB LOCATION: 1C'l''C, number street village "HOMEAWNER":—�o � �--. (h "0 `� '`1 rJ l Z name q (, home phone#--4- work phone# CURRENT MAILING ADDRESS: 14.�C x `%DNWJ V�1/ S O a2. city/towm state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance-with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspecti rocedures and requirements and that he/she will comply with said procedures and requiremen Signa ure o H eowner 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:forms:homeexempt AM _\ a_ TI, U t,P sj:f Id a 4 �