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HomeMy WebLinkAbout0555 PHINNEY'S LANE 55 m e g a N 0 u 0 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# 1 Health_Divis.ion OR� L� ®3 3r�s. Date Issued - 7 - O S sue, Conservation Division 4Applicati'ion e L? 0 Tax Collector. A Permit Fee �0 Treasurer V :5i pTIC SYSTEM MUST BE lanning Dept. f 6 L.L ®IN COMPLIANC WITH TITLE 6 � Date Definitive Plan Approved by Planning Board EN�e10i� � NTAL CODE r� Historic-OKH Preservation/Hyannis TOWN REGULATIONS Project Street Address S^S S �� r w.v-e v-s L N Village _ �N to-r✓i Ile, Owner S�,c1.„> �a,4 2 ec ,�J Address Telephone Permit Request 4,4 J 41 o.j o &M k -e_ti try n'I q-s-r P-r b3 eJ r-@e2 a— �g ,v r� /^f.4-yt A 4-t l�r 2 �••Q . N4J Square feet: 1st floor: existing 988 ¢ proposed f16,00 2nd floor: existing Zo proposed 5%. Total new d y �Z-ooniinng District (� 1 Flood Plain Groundwater Overlay C�P-rojectValuationD qO) &RR) Construction.Type (, ftzf fa21.,oe_ Lot Size X Grandfathered: O Yes O No If yes, attach supporting documentation. Dwelling Type: Single Family Qff Two Family ❑ Multi-Family(#units) Age of Existing Structure 301z0 1- y rs Historic House: QYes ❑ No On Old King's Highway: ❑Yes 5-No ® ❑ p t Basement Type: ❑Full Crawl Walkout Ud Other 14.41 al Basement Finished Area(sq.ft.) © Basement Unfinished Area(sq.ft) /10 0 N Number of Baths: Full: existing new 2. Half:existing Co new a o c Number of Bedrooms: existing Z new / Total Room Count(not including baths): existing Lo new 60'__ First Floor Room unt —� Z Heat Type and Fuel: ❑Gas ❑Oil 0 Electric ❑Other sn Central Air: ❑Yes (W No Fireplaces: Existing 3 New_� Existing wood/coa stove: Yes r 3 No Detached garage:0 existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Cl 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 6�J rr Lco- GZl_kt iNFORMATIONI�Ul(AQV' 2b3 - 24 7 Z - ,�`Name So►4 N /Z2 lephone Numbe.k-_—�D_�;a 0 _1 C 0 0 3 C) Addre s S L A-A)a License# en b�&,0 4-Le. 0 2�aB Z Home Improvement Contractor# } Worker's Compensation#- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ` EIGNA E'" �DATE� I - 3 - FOR OFFICIAL USE ONLY ' i PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE r ry • ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. C4# no CMR Appeedis J t Table JS.2-Ib(conttnaed) Prescriptive Packages[or One and Two-Famiiy Residential Suildinge Heated with Fossil Fuels ck MAXIMUM - MINIMUM Wall Floor Basement Stab Heatiag/Cooli e Glazing alazing G.iling' eta Equipment Efficiency' Arts'(//°) U-value= 'R-value' R-value R-value' Wa11 ' R-value° R valt Package 5701 to 6500 Heating Degree Days' Normal 12/e 0.40 38 13 19 10 6 e Noma! Q 6 R 12% 0.52 30 19 19 10 6 �AfU g $ 12% 0.50 38 13 19 !0 NIA Norma! ---- -----T .._.. ---.15%.- - ._.....0.3.6._..-._ .__._._38 13 25 NIA _.Normal--- ------ — - U '15% 0.4b 38 19 l9 10 N/A 85 AFUE V 15% 0.44 38 13 25 N/A 6 83 AFUE W 15% 0.52 30 19 19 10 NIA Normal X 18% 0.32 38 13 25 N/A NIA rm Noal y 18% 0.42 !30tlq 19 25 NIA 6 90 AFUE y 18% 0.42 13 19 10 6 qo AFUE AA 18% 0.50 19 10 Af I. ADDRESS OF PROPERTY: S-SS 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: Z 3. SQUARE FOOTAGE OF ALL GLAZING: Z 3 v 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION- BUILDING INSPECTOR APPROVAL: YES: NO: q4orms-080303a 780 CMR Appendix J Footnotes to Table J8.2.1b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space;but excluding opaque doors)to the gross wall t area, expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 if of decorative glass may be excluded from a building design with 300 fl of glazing area. 1 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R 38 insulation and R-38 insulation may be substituted for�R-49 insulation: Ceiling R-values-represent-the-sum of cavity------ ------- insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 4 Wall R-values represent the sum-of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall.For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must mcer the same R-value requirement,as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b... 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. If the building utilizes electric resistance heating use compliance approach 3;4, or 5.• If you plan to install more ment or more than one piece of cooling equipment, the equipment with the lowest than one piece of heating equip .efficiency must meet or exceed the,efficiency required by the selected package. For Heating Degree Day requirements of the closest city or town see.Table J5.2.1a NOTES: a)Glazing areas and.U-values ale maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value ' in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with is greater than or equal to different insulation levels,the component complies if the area-weighted average R-value gre q the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value , all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 .h of'(He r Town of Barnstable °* Regulatory Services Thomas F.G eiler Director � B asrr, , 1619 a��� Building Division rED MA'S Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERIVJTT APPLICATION MGL c. 142Arequires 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: Estimated Cost Address of Work: Owner's Name:: .A Date of Application: I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law ❑Job Under$1,000 []Building not owner-occupied ®Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS,TO TE[E ARBITRATION PROGRAM OR GUARANTY FUND UNDERMGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Contractor Name Registration No. Date a U Date Own s Name Q:forms:homeaffidav The Commonwealth of Massachusetts -- Department of Industrial Accidents 600 Washington Street Boston,Mass. .02111 Workers' Co ensation.Insurance Affidavit-General Businesses //%/%%�////%%%%%%% %%%///%/%%%%//////////////%%%%//////////////%%///%///%////////%�%%///ii,, '�,#'.. i� ., J b..,cp ,, pm.• .p+.er"bF9.r"'sw. ` .e •, y';i_ ,:t•.'..'S}v41 name: P.4-n! _C.i4 R N.J.N - - - address:/� g'S "may N city Cea fr.,yt fie state: zip: jO Z(i 3 2 phone# work site location(full address)' ❑ I am.a sole proprietor and have no one Business Type: ❑Retail❑Restaurant/Bar/Eating Establishment ' working in any capacity. ❑Office❑ S 1'es(including Real Estate,Autos etc.) ❑I am an em toyer with employees(full& art time.. (a Other I am an employer providing workers' compensation for my employees working on this job.. compann y ames - a8dresss :•.'. 1: cityV one. '• _ irisiir6rice.co: ,^ �: "y' :k.'.•. 011 - / I am a sole W. proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: " com•"en' 'n _ address:. ') !r.:4' :::. ;{' -.S•,'..,.' .•s,, =s`•: . #:• �`•.. :•.. . coin•an• aarnei c4V :nliot e'#i <,.•: :. o icy#>',`.:• :••.;;•;insurance eb Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$17500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that 0 copy of this statement may be forwarded to the Office of Investigations of the DIA,for coverage verification. I do hereby certify der the pains a nalhes of perjury that the information provided above is true and correct correcte Si$na� Date «� J Print name `7�A& r.f'�.1 r� Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other ' (revised Sept 2003) Information and Instructions. Massachusetts General Laws.chapter 152 section 25.requires all employers.to provide workers' compensation for'their.. employees.. As quoted from the `law", 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;6orporation or other legal entity;or any,two or more of the foregoing engaged in ajoint enferprise, 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.maiatenance, 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 section 25 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.cdmmonwealth for any applicant who has not produced acceptable evidence.of compliance with the insurance coverage required: Additionally, neither the commonwealth nor.any.of its political subdivisions shall enter into any contract for the p erforrr>cwce of public work until liance with the insurance requirements of this.chapter have been presented to the contracting acceptable evidence of comp . authority. Applicants Please fill in .the workers' compensation affidavit completely,by checking the box that applies to your sifiiation.:Please supply company name, address.and phone numbers along with a certificate of insurance as all affidavits 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 Departrnent 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. , City or Towns . Please be sure that the affidavit is complete andprinted 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 fillin the permit/license number.which wM be used as a reference number. The.affidavits maybe returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Dina of WMsuggens 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext:406 ot,WE Town of Barnstable Regulatory Services BaartsrnBu�, x Thomas F.Geller,Director • � t�sa g , 4, 163 •` Building Division Tom Perry, Building Commissioner 200 Main Street, ljyannis,MA 02601 wWW.town.barustable;ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder S6, d L.��! /� ,as owner of the subject property g b s Z 8o y hereby authorize:'/ �s �� L �/�/ �� �/ �� '�✓ �[o . act on my behalf; in all,natters relative to work authorized bythis building permit application for: �55 PK�N fs 'E c,5?v r&.v<u., A a2G 3 . (Address of Job) S' of Owner Date s6iLAfK Print N=e �+ _ . D t a RESIDENTIAL BUILDING]PEBKT,-FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 _ Building Permit Amendment $25.00 � .3 FEE VALUE WORKSMET NEW LIVING SPACE Q - square feet x$96/sq.foot= /b14 _x.0041= Q phu from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE �.square feet x$64/sq.foot= 0 2 _—x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq,fL_= x.0041= ACCESSORY STRUCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 _ >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS ' Open Parch x$30.00= 0 (number) Deck x$30.00= (number)- Fireplace/Chimney x$25.00.= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00(plus above if applicable) Permit Fee `t 2 L q,a 4 ,I Projcost Rev:063004 Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheck So$ware Version 3.6 Release 2 Data filename: Untitled.rck PROJECT TITLE: Sean Larkin Addition CITY: Centerville(Barnstable) STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: Single Family WINDOW /WALL RATTO: 0.18 DATE: 04/10/05 DATE OF PLANS: Feb. 12, 2005. PROJECT DESCRIPTION: Addition consisting of mudroom, family room, master bedroom, and two bathrooms. DESIGNEWCONTRACTOR: Owner to do the construction. COMPLIANCE: Passes Maximum UA= 173 Your Home UA= 169 2.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 528 30.0 0.0 18 Wall 1: Wood Frame, 16" o.c. 1095 15.0 3.0 60 Window 1: Wood Frame:Double Pane with Low-E .128 0.370 47 ` Door 1: Glass 67 0.330 22 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 478 19.0 0.0 22 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements listed in the RESeheck Inspection Checklist. oe Builder/Designer Date �o `vim Qf-THE r Town of Barnstable . Regulatory Services _ iAMSTAaLE; ..T. X 94, i639• �� Building Division 4 - ,�-::"---- :'-Tom Perry;Biiilding Coirimissioner . . . . 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: 3120(d5— JOB LOCATION: PH l✓fA��S Lsf�E CE-Af TES V1 L,[,� number street village "HOMEOWNER": - S E�Af q0 -- 1?000 name home phone# work phone# CURRENT MAILING ADDRESS: J��� !"H I/'VN,5 VS city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does-not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that.he/she shall be responsible for all such work performed under the building_permit, (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Tower of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirement . Signature of fteieowner 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 _r several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt Ir 11 : 1 1 •KI . 1IIIIIIIIIIIIIIIIIIIIIIII141FAwG 1 3-k: ? li,, 'I,ai?dt�'sd`rl d;1Y kl II°xlt?<I °I ^�Ix I a%I' l d : ' E I �I 11 I'll II V'. L y. t II' jir III I ... ^11. iris:hl[. .+I' I I ( i I ! j {, I, �. L.4 T� :,' 7 J 1 ,I I`�k E .- E 1 :;,11i ppi!'#j,il�lf I� ` '',I ]Ifi(IIJ 4 IGI a ] ., ] ' I �c f� ' ru n •i.l i IIN Ilifj�,i �i�.. :,t.l 9g .I r. ai: 1.�i3_ a(i {�r gr+�az.Yip- �c;e r'arl�dZ fA^ ari,. r j E'- �uyff i5r� I j c,... _ I' l; l l d: .. ,1°2,'.: - ..�L, Yn ,IEI y>,�C. �' Y _ .E:.IIp :'ll�.. l ;: Ji;.+Eri' _.,'i,i.:._ ?:I:..I;,:,i,. ','r"' r, .I :`7 ;if; aa � II.`. 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'PIWO41xR>�' II��}pl, sKrnll �ilPri7'i&Ilq j jot I °n;Jllllllal,ll;11111 actual 1flaWlstiio' -•���4jSiX�ll�^ et�uJJm,u SlSbIR'r�liTi'#t���I�u�X�{�f�enli i Ili;III a:,I. d.l la r shelf,custoT 1l4 I I I 111 I - , ��'�j�.;e•Je.f�'�s2'r�T =�'��•-a*Y••:,••s`�'" �..tirF'�x�":.4�`5s �}^ir�k�.}i°.;SS1'a.�.'�'p�'"`'{�i"lwf�s�` `.�3 ''a '�r"�"'��.: 6,._'-�y.'."-'h.,,.. ...e ..� 1 _. .:: oF,KE.o,,� Town of Barnstable BARNVABLE. : Regulatory Services .MASS. g. .. _ ;, - li �6,9. Building Division o�EO MPy s. 200 Main Street,Hyannis, MA 02601 I Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location' 53. 5- Permit Number Owner Builder One notice to remain on job site' one notice on file in Building Department. The,following items(need correcting: (� `✓ Y� P-k 5,0e C i^� �k`�,oA s Ors V 11 it03k/ Please call: 508-862-4-038 for re-inspection. Inspected by L- Date ap- - ----�w_Glr�s�--�����=-/=evie�J ,4..1�reewesr�D AA��-•--- - -- J 0��uv Q.1-_'f�i e-�l -� �j ss.. �� •� ��c�..� ct t'/�-D a._�4 5�N o'te.Q _ `D("3L. pf S 3 ' Z X 12 Gv l ca-i-'3, Sc��r,o . -7 ? •(. CeiV t-- S_e_, --A-Y'� Z.- Veu> ✓�Afc,s -• - - -- - Vpvt R, - Tt ac e t-Y 2: -v 1 c ► �.�._ _�4-r/'�'c.s•`�-�o�J _ C- - - 2.�� --L j STRUCTURAL RIDGE BEAM TJ-Bean@6.16 Serial Numbe`r:7 04 04270� 2 PCs of 1 3/4" x 18" 1.9E Microllam@ LVL Page l Engne Version:1.PM .5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope9M2 1❑ Q e 20.4:. All dimensions are horizontal. Product diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 10'9" Primary Load Group-Snow(psf):30.0 Live at 115%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.70" 3279/2226/0/5505 L1:Blocking Custom Blocking 2 Stud wall 3.50" 3.70" 3279/2226/0/5505 L1: Blocking Custom Blocking -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 5415 -4535 13766 Passed(33%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 27073 27073 44566 Passed(61%)' MID Span 1 under Snow loading Live Load Defl(in) 0.390 1.000 Passed(U615) MID Span 1 under Snow loading Total Load Defl(in) 0.655 1.333 Passed(U366) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6 6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: SEAN LARKIN RESIDENCE Buck Neulinger 555 PINNEYS LANE Ring's End, Inc. CENTERVILLE, MA 181 West Avenue FOR Darien,CT 06820 LARRY LARKIN Phone:203-656-7563 Fax :203-656-7558 buck_neulinger@ringsend.com Copyright O 2004 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. i F_ v-4- C e p �A STRUCTURAL RIDGE BEAM -AWr.700410 270Busi 2 PCs of 1 3/4" x 18" 1.9E Microllam@ LVL TJ-Beam®6.16 Serial Number.7004104270 User:1 4/7/2005 3:15:14 PM Page 1 Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0112 Roof Slope9,M2 � �2❑ e2Q.,t.. All dimensions are horizontal. Product diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 10'9" Primary Load Group-Snow(psf):30.0 Live at 115%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.70" 3279/2226/0/5505 L1: Blocking Custom Blocking 2 Stud wall 3.50" 3.70" 3279/2226/0/5505 L1: Blocking Custom Blocking -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1: Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 5415 -4535 13766 Passed(33%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 27073 27073 44566 Passed(61%) MID Span 1 under Snow loading Live Load Defl(in) 0.390 1.000 Passed(U615) MID Span 1 under Snow loading Total Load Defl(in) 0.655 1.333 Passed(U366) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6 6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: SEAN LARKIN RESIDENCE Buck Neulinger 555 PINNEYS LANE Ring's End, Inc. CENTERVILLE, MA 181 West Avenue FOR Darien,CT 06820 LARRY LARKIN Phone:203-656-7563 Fax :203-656-7558 buck_neulinger@ringsend.com Copyright O 2004 by Trus Joist, a Weyerhaeuser Business - Microllam® is a registered trademark of Trus Joist. `pF1ME Ip�� The Town -of Barnstable BARNSTABLE. .Department of Health Safety and Environmental Services ` 7 NABS e IEDMP�P Building Division 367 Main Street,Hyannis,MA 02601 )Mce:: 508-862-4038 Pax: 508-790-6230 a PLAN REVIEW e Owner: Sza Lcx a i �n Map/ParceL_� 0 (pL Ut Pro'ect'Address:. �. ' > >�� S �-h Builder: rtAL The following items were noted on reviewing: 3. h y 5 N\co �n I Y �v- %I (q N-L\A t S V C• ' A � S(3 0" Qr k 0 1 1, Reviewed by: Date: `7• / THE r0 The Town of Barnstable ` 9 BARNSTABLE.9` Department of Health Safety and Environmental Services MASS. 0 1639. �0 ArFO MA+s Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection C n� n G `t +• ,r� !, Location 5 `3 j i<<) r c „ Ln Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: 1. C CGz 'i (� � � r � m —fc) p r -C—caw Please call: 508-862-038 or re-inspectio . Inspected by O Date 1 U AS LOT 117 6 359E Nw� LOT 2 LOT 1 SHED \e LLB 0, W ' 2,0 3• o , „ r Q� RES. ZONE.• 'WD-I" This MORTGAGE INSPECTION Ba k1UseoOnly FLOOD ZONE. "C" THE DISTANCES AND MEASUREMENTS ON THIS PLAN SHOULD BE VERIFIED BY AN INSTRUMENT SURVEY. TOWN:-_ REGISTRY OWNER: :E'R1CN1yILVG1 DEED REF: 5709 37_ _ BUYER: -HYL LIR STAKE JR__ DATE: -.AZ1 QZ-00_ — PLAN REF: 7 SCALE:1"= . 50_ _FT. I HEREBY CERTIFY TO Q __ �. +�a YANKEE: SURVEY _ _THAT THE BUILDING SHOWN ON THIS PLAN IS'LOCATED ON THE GROUND. AS /� PAW. CONSULTANTS .SHOWN AND THAT ITS POSITION DOES CONFORM + � A. � 40B (SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE Epps INDUSTRY ROAD TOWN OF ��1?LV��A '__ ________AND THAT IT.:DOES_ NOT LIE WITHIN THE SPECIAL FLOOD HAZARD . MARSTONS MILLS, MA 02648 AREA AS SHOWN ON 'THE H.U.D., MAP DATED-Q,/�/-5J_ TEL 428-0055 Co unit - a el 250001 0005 C FAX �420-5553 THIS PLAN NOT MADE FROM AN INSTRUMENT. SURVEY 28789 CB L A-MEk� PLS -------- NOT TO BE USED FOR FENCES BUILD[NG PERMITS ETC. f .N x44 WE EVIE D UPGRADE REQUIRED ETECT r f OKE OR IMPORTANTE BUILDINGCQDE REQUIRESTHE UPGRADING OFSTAT TIREDWELLING WHEN �l,, xPT, DATE SMOKE DETECTORSFOR THEEN R BUILDIONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED:NOTE: A SEPARATE. PERMIT IS REQUIRED FOR .THE. 41 FIRE D EPARTMENT DATE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL RE UIRED FOR PER61)TT1NCiPERMIT T=SATI$ EMENT. FY.THIS REQUIR SIGNATURES ARE Q 4 w vc..r , s a 1 fE i. v, e Y _ Y c #y Lyy v � R • a , r ' I,a w , . z e 7 � i Yti _ �V ,x ° e ol DUN P, 13 7.. f VtaT i t m . • �.4 _ r t fi 1 ,fl r Y d u a . s cA-IA- �/y 1 /�d�/ , f 1 s v. , n:J - /a� fie r,g. ell v. 1 ►** �tzArt l< Y Y1'i aZ'If x�, ,,J { ' , _ -- 7 f i �1�lI�1G �MCIO ta' ce� tivr� LixrL1001/ g Z fLr►1 1 r �NTR♦ ����. 1 � � ,% Ctiliw� t_.;ut/ / �;ICL SCT -;- kit td 1 ,001 Jo i •�rtt,� a t s000tij ArH Roof ..�5 / ✓ r RnfTeR o,N�y tv Re'M�:w/ . L-�il'r'aA�tct mo room �fv - $a+�T• Gx' sr,�,� �,vd RAF P1gw fo be. jReMv� W t D To �3G RtL *rcJ 'To ,�✓hy s D t , W, .ems St a vIIV IW C, IZ/'i' P+Q-1`sac� a :Z4 jr l• • q- s e-- o ti 4v �. 8D , Mott77 CN 18 W A`!. Of At-4 d#'4-,®N to I N f u %r [Be-yoApb 1� Ex� st:vCa G'�rs �Mc� f. 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We vk to� l L r A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide �JN IA r 5 Aft See Trus Joist Framer's Pocket Guide for Product Trademark Information TJXpert. ,rEND . 1. UMBER i HANGER LIST-United Steel Products Company© Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes - Blocking panel H1 2 THF35112 16-10d x 1-1/2 2-10d Common (2) '` ::`•.� f H2 2 TH017118 4-10d 2-10d 2-10d x 1-1/2 . '=IN• .>' Hanger Notes: . -�i •:,::;.;•.,,, (2)Web-Stiffeners Required E1 — — f:,- JOIST AND BEAM LIST Plot ID Length Product Plies Qty Rm1 Al - A20 20' 11 7/8"TJI 560 joist 1 13 A16 16' 11 7/8"TJI 560 joist 1 4 A10 10' 11 7/8"TJI 560 joist 1 1 I Hd1-2t � !- A8 8' 11 7/8"TJI 560 joist 1 4 2 B20 20' 11 7/8"TJI 560 joist 2 4 12.74" B16 16' 11 7/8"TJI 560 joist 2 2 j 10.69" .- M1 20' 1 3/4"x 11 7/8" 1.9E Microllam LVL 1 1 M2 8' 1 3/4"x 11 7/8" 1.9E Microllam LVL 1 1 N M3 6' 1 3/4"x 11 7/8" 1.9E Microllam LVL 2 2 .�. r- 1 I M4 6' 1 3/4"x 11 7!8" 1.9E Microllam LVL 1 1 21.31" A10 M5 2' 1 3/4"x 11 7/8' 1.9E Microllam LVL 1 2 ii.126 ao HEADER LIST A16 A20 16" v- Hd1 10' 1 3/4"x 11 7/8" 1.9E Microllam LVL 2 2 Trus joist ��i E N rim board N II ACCESSORIES LIST N 12.74" m I HMS, Wb1 8.88" 2x4 Web Stiffeners 2 4 A3 io m u Rml 18, 1 1/4"x 11 7/8" 1.3E TimberStrand LSL 1 5 b) I �H2 1 Bk1 V .5" 11 7/8"TJI 560 Blocking Panels 1 23 Al g iv Bk1* 3'6.09" 11 7/8"TJI 560 Blocking Panels 1 1 N cs m N H2 M5 i Shl 4'x 8' 23/32" Panels(24" Span Rating) 1 16 bo i-t 1 Bk*, Random length blocking panel cuts M load from above N H 1 Bk, Blocking Panels; Rm, Rim Board � ' - -- ------ ----- Rm1 19.26" 16" /16 A8 E co 2x4 minimum �`` Rm1 squash blocks Use 2x4 minimum squash blocks i ccs) to transfer load around TJI® vJ joist A3 I 3'6" - 4'9.5" =i 20' Web stiffeners required each 8" diameter maximum hale for side at E1W HUB"-20",yoists; b" diameter t maximum for 9Y joists or for blocking panels less than 12" la bo not cut flanges. - —- ------ :� LEVEL COMMENTS SECOND FLOOR FRAMING PLAN SEAN LARKIN RESIDENCE True Joist rim hese framing layouts supplement the 555 PH I N N EYS LANE board closure architectural/engineering drawings of the Design Professional. CENTERVILLE, MA See the architectural/engineering FOR drawings for additional components LARRY LARKIN such as blocking, bridging,etc.as - - - - - --- ----- EI CEIW required by the Design Professional. --- LEVEL NOTES CREATED BY Dimensions on the architectural -_ drawings shall be adhered to for the File Name: DLarkin-Larkin05.JOB Ring's End, Inc. exact placement of the structural members. Level Name: Second Floor 181 West Avenue It is the responsibility of the Owner Plotted:4/7/2005 15:50 Darien, CT 06820 Builder to have these layouts reviewed Design Status: 203-656-7563 and approved by the Design Professional Second Floor...4/7/2005 15:41 for conformance with the architectural Roof Plan......4/7/2005 15:31 FAX: 203-656-7558 NAILING REQUIREMENTS engineering drawings. rr-4� WARNING _ - - - NOTE: Level design times indicated above provide assurance for proper level stacking. SYMBOL LEGEND •i�, TJI joists at bearings: Two hid (2Y2')box nails (1 each side), 1 Yz" I Joists are unstable until braced laterally — __ minimum from end. Design Methodology: ASD Bracing Includes: Floor Area Loads Vary: Note from Operator - 3k,cking - Sheathing Blocking panels,rim joist or rim board to bearing plate: 40 to 40psf Live Load and 12 to 25psf Dead Load Point Load • ange's Rim Board DO NOT allow workers . st.u,tires • *trm Jost DO NOT stack building TJ1h blocking panels or rim joist: 10d(3")box nails at 6"o.c. Operator added additional loads. Line Load to walk on joists until materials on unsheathed Trus Joist rim board: Toenail with 10d (3") box nails at 6"o.c- or Maximum Joist Deflection: braced. joists. 16d (3%") box nails at 12"o.c. U480 Live Load Area Load WARNING NOTES: Shear transfer: Connections equivalent to decking nail schedule. I L/240 Total Load Detail Callout Label Lack of proper bracing during construction can result in serious accidents. Under See Framer's Pocket Guide )Inormal conditions if the following guidelines are observed, accidents will be avoided. TJ-Pro Rating Information: ( ) Rim board,rim joist or closure to TJI0•o ist: Weighted Average: 60 1314"width or less:Two 10d (3")box nails, one each at top and Lowest Rating: 54 I rta t Header,and Aindicates quantity of 2x_ 1. Install all blocking,hangers.rim boards and fin,joists at TJI '�joist end supports. trimmers required at ends i bottom flange. Highest Rating: 73 2. Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. V r,"thru 2f2"widths: Two 16d(V") box nails. one each at top and Glued 8r Nailed Decking is Required Direct Applied Ceiling of 1/2"Gypsum is Required 3. safely strut lines of tx4(minimum)must be nailed to a braced end wall or sheathed area. bottom flange. Floor Decking:23/32" Panels(24"Span Rating) � 4. Sheathing must be property Walled to each TJI s joist bet 3%Z"widths Toenail joist to rim joist with one 10d (3") box nail each a a additional loads can be placed on the system side of joist top flange. Normal O.C.Spacing=16"* Page 1 of 1 Standard Blocking: Bk1* 5. Ends of cantilevers require strut lines on both the top and bottom flanges. 2x4 minimum squash blocks: Two 1 Od(3")box nails, one each *Unless noted otherwise FOR THE TJ-XPERT WARRANTY 6. TJls joist flanges must remain straight within a tolerance o Y."from true alignment. at top and bottom flange_ I SEE FRAMER'S POCKET GUIDE Layout Scale: 1/4" = 1' j j TJ-Xpert 6.35(#689)C6.35 D6.35 56.35 P6.35