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HomeMy WebLinkAbout1865 PHINNEYS LANE 7 4/o/70 , ° . Town of Barnstable g111C�• "Post;This.Card So That it is Visible=Frommthe Street Approved;.Plans Must:berRetained on Job and;thisyCard Must be Ke y� :- BAIimr.L E., ' � ,,c r Y e " .V::±r: ` Jin& aât 'r �r 1 • { mA88: , ," Pal q, 3 yami Qrt k, h: e� iediunt,l a.F nahlns TL41&I _ Pei mita Ma+ rate o,-Occupancd,suc ,ems;,per _ P Permit No. B-18-549 Applicant Name: Elwell Perry Approvals Date Issued: 02/26/2018 Current Use: Structure In sulation Type: Building- su n lation-Residential Expiration Date: 08/26/2018 Foundation: Location: 1865 PHINNEY'S LANE, BARNSTABLE Map/Lot: 277-007 Zoning District: RG Sheathing: 'y , Owner on Record: MURPHY,SUSAN&SENOSKI, RICHARD 1 ContractorName Elwell H Perry,Jr. Framing: 1 Address: 57 GOODVIEW WAY ..m Contractor, enssee:CS 104088 2 BARNSTABLE, MA 02630 -_ , EstIProJe,ct Cost: $ 1,886.00 Chimney: Description: 2 hrs.Air Sealing. Install Cellulose to 840'extenorwalls�lnstall R- 1APermit fee: $85.00 19 fiberglass to 40'at house sill. : Insulation: Feel.Pald $85.00 • Project Review Req: e t Date 2/26/2018 Final: _� — 74 r Plumbing/Gas-- -- - - -- - - r- ` `,,,ii,....,..,:'., 1q4:,,,K,,,,1-.I'...:.''.,.§.,..,':o',':,, ,•,,:!,,.. -•m, i4r,,,.,,,i'„,.,.,,,,,e,,,,,„,,,,:..t_..,<,.,,1.,1 Rough Plumbing: g. ',Building Official Final Plumbing: 3. This permit shall be deemed abandoned and invalid unless the work authonzedthy thisin permit is commenced with six monhs a tftertissuance. All work authorized by this permit shall conform to the approved application and•theapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structuresshall be in compliance with the local zomng<by law and codes. This permit shall be displayed in a location clearly visible from access street ad and shall be maintained open for public nspectiom for the entire duration of the Final Gas: work until the completion of the same. i Electrical The Certificate of Occupancy will not be issued until all applicable signatures•by the Building and.FirRe Officials are providedkon thisspermit. Minimum of Five Call Inspections Required for All Construction Work a 1 1 Service: 1.Foundation or Footing } Ir � '' Rough: 2.Sheathing Inspection , m �; �• _ •, •��•,° , 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final. 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). . ,c c Fire Department Building plans are to be available on site -V' %� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: , - _ - w f . CorrV ©nn SP x f } a 11/14/14 Thomas Perry, CBO Town of Bamstable Building Division 200 Main St Hyannis, MA 02601 RE: Insulation Permits Dear Mr. Perry, , This affidavit is to certify that all work completed for insulation work at 1865 Phinney's Lane (application#201207895) has been inspected by a certified Building Performance Institute(BPI) Inspector. , All work performed meets or exceeds Federal and State requirements. Sincerely, eita-.....,,_ A.1,.._________ Conor McInerney ConserVision Energy 0` C C3 LA) nil tki 376 ROUTE 130,SUITE C SANDWICH,MA 02563 1 508-833-8384 WWW.CONSERVTODAY.COM i own oI x arnstaoie . 7 Building Department,'Services ip- of THE lo4, . Brian Florence,CB()I 9* • �,.0 . Building Commissioner B LE, 200 Main Street si, ,Hyannis,MA 02601 40.10t1639• 16.9 www.town.barnstable.ma.us Office: 508-862-4038 I Fax: 508-790-6230 Approved: • Fee: • Permit#: gam-l j' d i HOME OCCUPATION REGISTRATION l Gy / Date: / ` 2 ( l ID Name: iJ ?Ss Q !° -- . X i e_ Phone#: 7 7 U r D 5 2 Address:l.6‘s P�,-s!Ae lcn L Village: L? ,-11,—,cp•2 • Name of Business: J i,.) r1 P r�'l-r� .c- ( S e YV i c e;3 L L G 6G`1_ Type of Business: 5/L ',c. .I Map/Lot: I ` INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the.dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal •residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located • within that dwelling unit. • " Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are,not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. . • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. . • Any need for parking generated by such use shall be met of the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containingthe Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have r d estrictions for m home occupation I am registering. Applicant Date: /�19-/$' Homeoc.doc Rev.06/20/16 YOU WISH TO OPEN A BUSINESS? . For Your Information: Business certificates (cost$40,00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st Fl., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: f-2 9-/'5 Fill in please: APPLICANTS YOUR NAME/S: Jesse ,4- f' BUSINESS _ YOUR HOME ADDRESS: /$G / ,%►d�c. A e Irt_ 77t/-20S-0 S 23 Cc-i-tcs&6/. /7, - 02 i?O �� �' ,fig TELEPHONE # Home Telephone Number 77y- 2 v S -OS-Z 3 NAME OF CORPORATION: L)k,4-e /ed-r i c- ( ,se rvi c es LL C- NAME OF NEW BUSINESS a-6.A ser-vt'sre-s C C TYPE OF BUSINESS /ec CVVI s`/rfr.c ;‘),"- IS THIS A HOME OCCUPATION? V YES NO ADDRESS OF BUSINESS /S" c pAirA r 4.,c. , l��„s /'- MAP/PARCEL NUMBER " 7 - O Cyl- (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required t legally operate your business in this town. 1. BUILDING COMMISSIONE' . OFFICE / MUST COMPLY WITH HOME OCCUPATION - This individual has bee forme j:ny perlr . ents that pertain to this type of businesB ULES AND REGULATIONS. FAILURE TO COMPLY MAY RESULT IN FINES. ''•ii ized ignatur- ' COMMENTS: /f//i_li rt/, �.� 4117 / i 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: . r - aw Town of Barnstable *Permit# / 7 D� I 1 ' , � Regulatory Re ulato Services wee 6 months from issue date 11 K......ARNSTABLE) icanicorcio, _ .., /IS . 0 Richard V.Scali,Director BuildingDivision T Paul Roma,Building Commissioner MUG 16 zo1 200 Main Street,Hyannis,MA 02601 TOWA I , www.town.bamstable.ma.us �� Office: 508-862-4038 Fax: 508-790 6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY � Not Valid without Red X-Press Imprint Map/parcel Number .277 O7 / �Q Property Address `8 QO�6S / ` i'IJA�e y3 h*It L rxiResidential Value of Work$1 7,£WO• oa Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address AC4446 Sei)Qs ti r SuSr7„v A ug / 5 7 GODJJUf ett t Jtf 1/ SQa�s/ 4 v� } f Ptc4�a Sera , ot- 6 657 1 Contractor's Name Telephone Number ,� � �. "a Home Improvement Contractor License#(if applicable` t/ Email: Al 65b' 1 Co Construction Supervisor's License#(if applicable) . 4 ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor K. I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# • , Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) La,Re-side ❑ Replacement Windows/doors/sliders.U-Value • 30 (maximum.32)#of windows (31 #of doors: i *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property wner must sign Property Owner Letter of Permission. A cop f e Home Improvement Contractors License&Construction Supervisors License is req e SIGNATURE: Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 0191(/(/ 01/25/17 11111 r . .? . Town of Barnstable f Regulatory Services °FttE Richard V.Scali,iDirector •%?" °� BuildingDivision • ‘11.1639. ` MASS. ' i Paul Roma,Building Commissioner M�m� 200 Main Street, Hyan is,MA 02601 www.town.barnstable.ma.us I Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION G / Please Print DATE: O l JOB LOCATION: / 4 C , lde 6 Li ,r- 4. number street I village p "HOMEOWNER": K/G44", Q s/e/ Sot- 3t2- A5' J r-2? —6V33 name home phone# ! work phone# .�- 57 GoOJule4) tJ4-c/ CURRENT MAILING ADDRESS: ��= '•+ ' � - `-- i ,'_ ,JA-rA 6- 4- 0 -315 city/town sate 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) i The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. • The dersi ' meowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection pr a ures d ' ements and that he/she will comply with said proceldures and requirements. Sign 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 this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc V 06/20/16 Lott) Town of Barnstable r Regulatory Services Richard V.ScaIi,Director - �',� • Building Division. - . • Paul Roma,Building Commissioner • 200 Main Street,Hyiis,MA 02601 ' www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must ' Complete and Sign This Section - If Using A Builder • I • , as • of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this buildi r g permit application for. (Addres of Job **Pool fences and alarms are the re >.onsibility of the applicant Pools are not to be filled or utili7ed b 'ors fence is installed and all final inspections are performed an.- accep d. • - Signature of Owner Signa of Applicant Print Name ° Print Name Date QFORMS:OWNERPERMISSIONPOOIS . Town of Barnstable THE (0, ti Regulatory Services (44?" Thomas F. Geiler, BARNSTABLE. • • Director Vss-9:, Building Division �/ .40 Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www,town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623( PERMIT# 0 0900EL( FEE: $ c SHED REGISTRATION 120 square feet or less Location of shed(address) Village TTt c-> Fe\s 56,7-3zC-3is0 Property owner's name Telephone number l0 x Z t 2--7 -7 / bo "7 Size of Shed Map/Parcel# IS . i� Zoof Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? L1G S , Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,'1'HERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE nit APPROPRIATE COMMISSION FOR DETAILS. THIS FORM. MUST BE ACCOMPANIE ;` :+.Ap.__ ..... PLOT PLAN Q-forms-shedreg r r REV:042506 31 M1`w` ,'cC u 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ar) 0 Map Parcel Pu Application Ii,,," aA i Health Division Date Issued t - .-- 4 Conservation Division Application Fee 4!'�i.' Planning Dept. Permit Fee SS Date Definitive Plan Approved by Planning Board f F Historic - OKH _ Preservation / Hyannis Project Street Address \S6 S P\'\c�c,PA.SS \_ .r.,Q, Village ci.cc ,S .��, Owner Sv,�o..c\ nv.cR\-‘ Address \'K65. c .\t" ,c\CN \-. .cte_ Telephone Permit Request ,J\.c & \c-.\ C12,AVAc \Cis .r, o v., \C,, A\c' 121..'.\ cA4A\C., U.cv\ \nair,S1pt\. Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation \ o' 4'6 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) a o Age of Existing Structure Historic House: 0 Yes ❑ No On Old King's HigrO y: ❑Yet, ❑ I e Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other " N Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) I 73 Number of Baths: Full: existing new Half: existing new �� Number of Bedrooms: existing _new .= i �, ril Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other i Central Air: ❑Yes Cl No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing'� ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 1 Zoning Board of Appeals Authorization ❑ Appeal # ! Recorded ❑ i Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION �. (BUILDER OR HOMEOWNER) 331 - s9,6s-d._? 1 Name ®ac\O'c 1` oC.,\I\e cctiii.. i Telephone Number G tfil-cb33--Z3 Address 2316 SCkt.. \ v;,UU O S A-e; C- License# \QA,ritI 6 S 0.4tulcA.. t MA O c(,3 Horne Improvement Contractor# \I\SS"'\ i Worker's Compensation # VJ 1"\SSA,$3°1 i ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i SIGNATURECie-vtiol. DATE 17i i4 Z 1 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: • FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL f FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. • '4 ! i , • OWNER AUTHORIZATION FORM 1, � Sc tvLAittafektj (Owner's Name) owner of the property located at I ‘7J M.n 6 �(Pro erty Ad ss am-. (Property Address) , • hereby authorize i S l db\--ep_j (Subcontractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. in) 14440 aU/9 Owe s Signature Date • RIr T • �. TOWN OF NST t p a I ZOO Town of Barnstable Permit: ii f • 7 Regulatory Services`? . F` ? _gat :' 52 .oe THE rai Thomas F. Geiler, Director 4.P 10 ' �f' �: Building Division , g . Fee: 3-� EAR1 ABLE, Tom Perry, Building Commissio ert T'.,i .,r� _ g «� :90 1.639. �<m 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 TOWN OF BARNSTABLE Fax: 508-790-6230 SOLID FUEL STOVE PERMIT Owner: PicUf Q reAJO5ki 0( Phone: 5 3 6 1- - ‘5 l.fristall at: /865— P4, j-qS L i . Village: e42N 1 Map/Parcel: a 11 —O©`j Date: / ._ d 0 /)— Stove A. New/# B. Type: adiant)Circulating C. Manufacturer: urer: FNgtqii/CLS v2-.410CtS Lab. No. U is' 14(f 9. ^ 4.$77t E 15 09—93 D. Model No.: ,5- /PVC 5--5---6 HP-/0 Chimney A. ( /Existing (If existing, please note date of last cleaning B. Flue Size 3' 1. C. Are other appliances attached to Flue? NO D. Pre-fab Type and M..ufacturer Do IA U.eilT E. Masonry: -.# nlined Hearth A. Materials: CoAicief B. Sub Floor Construction: CO^)C4e Installer Name: Address: Phone: Location of Installation: H.I.0 Registration Construction Supervisor# OR check ,/Homeowner Instal g, o licen required APPLICANTS SIGNATU APPROVED BY; ( — --S Please make checks a able to the Town o Barnstable • *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector t Town of Barnstable °F1HET\ . • "96 Regulatory Services ��>;. . Thomas F. Geiler, Director • snxxsrest.r;. • "SS Building Division SA A MASS. mot.1639- 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 g �/j Please Print ! DATE: / �/-O t---- / LN �/i�STQ(�/�,(p JOB LOCATION: /j5 �/� ` 4(AN S number street village tr "HOMEOWNER": 1I - BONDS,1 Sp6' 362 -absl 36—.3.c- ` 16,51 name e /� home phone# work phone# CURRENT MAILING ADDRESS: 3 113 �'ld.iry `� 801.14?-6(e ; . , 4- O 63 O 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 10911) 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 inspect' n procedures and requirements and that he/she will comply with said procedures and re 'r ents. 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. r �YHE ram, Town of Barnstable ss,: Services c ..q Regulatory STABLE, ` Thomas F. Geiler Director 9iAaarn 3z a`� Building Division • Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-443 8 Fax: 508-790-6231 Property Owner ►i ust Complete and Sign `his Section If Usin• a uilder T, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work a A o -.-d by this building permit application for: (Address o ob) Signature of • er Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. 1865 Phinney's Lane , Barnstable 1 /25/ 12 • p SS 111111 =�. ME. • W. -, CENTERVII CONSTRUCTION Richard Senoski Susan Murphy 3413 Main St. Barnstable,Ma.02630 508-362-2659 November 18,2011 To Tom Perry Building Commissioner Barnstable We are in the process if building a garage/barn at 1865 Phinney's Lane in Barnstable. There is a small cottage that already exists on the property that is currently rented. We would like to install a second electrical meter on the property to keep our electrical use and costs separate from our tenant.Thank youl /1:ix. Lee,‘.; 91 tp -0'33 7vel 1 TON OFD:. ttS _ L �;� r November 23, 2011 '7_` 1 t11 x1 23 1'l f l. 2 o Richard Senoski Susan Murphy Building Commissioner Barnstable, Ma. We have recently purchased a cottage at 1865 Phinney's Lane which we have rented. We just completed a barn in the back yard. We would like to install a separate electrical meter for the barn off the existing service to keep our electrical costs separate from our tenant. We plan on using the barn for our own personal storage of our boat,jeep, misc. tools, furniture and household items since we are in the process of downsizing our home. We C also want to use this space for hobbies such as welding and woodworking. We plan to put in a garden and store our recreational lobster pots there as (( frt( well. Since 1 , Richard Senoski Susan Murphy V Town of Barnstable 114E ro,h Regulatory Services Thomas F.Geiler,Director ,STABLE. # Building Division v� i639. `e�' Thomas Perry,Building Commissioner \� 200 Main a Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 November 22, 2011 Mr. Richard Senoski 3413 Main Street Barnstable, MA 02630 RE: 1865 Phinney's Lane, Barnstable Dear Mr. Senoski, This letter is in response to your letter dated November 18, 2011 requesting a separate electric meter at the above mentioned address. At this time, I need to know what your intentions are for the use of this detached garage/barn. Why is there a need for a separate service? A few light bulbs certainly are not going to be very much of an expense. Sincerely, Thomas Perry, CBO Building Commissioner i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map S.77 Parcel 0 0 7 Application # O I ()-1.( R tP Health DivisionDate Issued / - to Conservation Division ! Application Fee . I Planning Dept. Permit Fee ( CO Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 1065 T 4'iis -qj Village Owner ScSA-.A.) Al VA-A a7 i Address .3'13 l j' '1 5/- f 40 Telephone 5 66-----3b 2-- g L s, Permit Request ; 440 It- t' r /3* i i Square feet: 1st floor: existing proposed 2nd floor: existing proposed /0 0 Total new l/20 Zoning District Flood Plain ��,� I Groundwater Overlay Project Valuation4,35,�d 4 Construction Type (WOO 149/4t"-- I Lot Size j e 3' /IC Grandfathered: 0 Yes &No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: 0 Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other /r M411 S/4L 4 i Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new I Half: existing new Number of Bedrooms: existing _new I Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn:`C I existing ndd size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other ry'.( -- �'' '' --fl L. i i .: Zoning Board of Appeals Authorization ❑ Appeal # I Recorded 0 Commercial ❑Yes ❑ No If yes, site plan review# Current Use - Propped Use 1 y rn i i APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NOile 494 el;0 4i 4V4' ' // Sdr Telephone Number sa "3 y41). Address 517 f/'i1 eryi° ,eoe kAsvF License # 7/507 i pr4A-..-40-erd 'E,2 7 6 Home Improvement Contractor# /2 O 4S 1 Worker's Compensation # &CL007(Y7 0/ AD1 ALL CONSTR CTION D BRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO V110/ ikiI047 SIGNATURE DATE C:1--"/—Z/ I. FOR OFFICIAL USE ONLY APPLICATION# • DATE ISSUED ) MAP/PARCEL NO. • f ♦ I } I , ADDRESS r • , VILLAGE f J' OWNER • i I DATE OF INSPECTION: r FOUNDATION ' A FRAME SNEaTHn)G 2 (g B bI) )II) _ t, INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL t GAS: ROUGH FINAL t FINAL BUILDING k. 7 k / DATE CLOSED OUT • ,_ ASSOCIATION PLAN NO. r i • �° r • • Town' of 13arzzstabie . �a�s, Regulatory Services • g Thomas F G F. eiler, Director • • Pr , Btdiding Division Thomas Perry, CBO, Building Corntr_issioner g LD C ,-- • 200 Main Street, Hyannis,MA.02601. www.fown.barnstable.ma.us Office( 508-862-4038 • Fax: 508-790-623C • PLAN RE VMW • • Owner: 5 J ` ' •- • Map/Parcel: a 7 6-0 Project Address •g- r U• (411101tuilder: The following iteziis were noted on reviewing: ' (2) 77-te-u ,CSE-75 • • • • • • • • • • • Reviewed by: Date: _Fr'- `f • • . ickIRErof� Town of Barn-stable Regulatory Services • t YARNMBLE, ‘'-teD"Z, Thomas F. Geiler, Director Building Division Tom Perry,Building Commissioner • 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 • Property Owrier Must Complete and Sign This Section If Using A Builder • I, Stt,Sa yk YkA.V T '-j , as Owner of the subject.property hereby authorize )aVic- Liy ,# l I :j4 to act on my behnlf, in.all matters relnrive to work authorized by this building permit application for. cSt05 RiM1ey s Late rt5bb(f2. (Addrdss of Job) g-41 - 20 t 1 Signature of Owner Date • 6- h ug 1n� . Print Name 1 • If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION • • 4optl ray Town of Barnstable • Regulatory Services Thomas F. Geller,Director rsA._as. =bs� Building Division rEos Tom Perry, Building Commissioner • 200 Maio-Street Hyannis,MA 02601 ... . www.to wn_b arnstabl e_ma.us Office: 508-862-403 8 Fax: 8-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print • DATE: JOB LOCATIO • • number • street village "HOMEOWNER": • name home phone# work phone# CURRENT MAILING ADDRESS: •%/town • -tc zip code The current exemption for"homeowners • . extended to include . •er-occupied'dweliings of six units ror less and to allow homeowners to engage an individua or hire who does .%, possess a license,provided that the owner acts as supervisor_ • DE I ON OF H>MEOS'NER' . Person(s) who owns a parcel of land on which he/she esid or intends to reside, on which there is, of is intended to- be, a one or two-family dwelling, attached or detached •ractures accessory to such use and/or farm structures. A person who constructs more than one home in a two-ye., riod shall not be considered a homeowner. Such "homeowner"shall submit to the Building Of5cial o. form -cceptable to the Building Official, that he/she shall be responsible for all such work performed tinder the b- ding pe .o:t. (Section 109:1.1),- .; The undersigned"homeowner"assumes respo .ility for complianc with the State Building Code and other applicable codes, bylaws,rules and regulatio The undersigned"homeowner"certifies .•',he/she understands the Town o arnstable Building Department minimum inspection procedures ands • merits and that he/she will comply ••th 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 imply with the State Building Code Sectio..127.0 Construction Control. HOMEOwlt'ER'S EXEMPTION •The Code states tha "Any homeowner performing work for which a building pen-nit is required shall be exempt s• the provisions of this section(Section 109.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)f• hire to do such work,that suchC Homeown-•shall act as supervisor."- ) any homco b era who use this exemption are unaware that they arc assuming the responsibilities of a;supervisor(see 4ppendix Q, Rules&Regulations for icensing Construction Supervisors,Section 2.15) This lack of awareness often results imserious proble ,particularly when the homeowner as 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 usc in your community, • • Q:formns:homeexempt • MOOft/NM MI MOW MTek° POWER To PERFORM.'' MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 • Re: 32460 Senoski-Phinneys Lane The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Quick Build. Pages or sheets covered by this seal: 118156394 thru I18156395 My license renewal date for the state of Massachusetts is June 30,2012. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. �) —4 wP CD ., isrrl C) CD ts-j, �\,SN OF ti1A.- o`S STEVEN E. FOX CIVIL NO.37240 90,E 7.GISTE 2 PE� FSS/ANAL ENS'\��.`�' September 2,2011 Fox,Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. 1- S Job t Truss Truss Type Qty Ply Senoski-Phinneys Lane 118156394 32460 A01 ATTIC 23 1 . Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA 7.250 s Aug 25 2011 MiTek Industries,Inc. Fri Sep 02 07:57:18 2011 Page 1 ID:OBgDhjIZh6Qy91BzYymbVYzW6vf-6nvn4o?gBMr2z51 kUW_hyC6Qnds0_fY?pOhdnLyhkFF 1 4-0-15 7-10-4 11-3-11 14-0-0 16-8-5 20-1-12 23-11-1 28-0.0 29-0-9 0.1-0-0 4-0-15 1 3-9-5 1 3-5-7 I 2-8-5 1 I 2-8-5 3-5-7 3-9-5 4-0-15 ]-0-04 4x10= - Scale=1:67.0 G 9.00 12 — 3x5— 1.� 3x5= F H 2x8 II 2x8 II 5x14<2 E I . H , 1.k jx14�� — -- 2 x 5�� `* 44. i563c 2x5<2 C K 'i A B AlihkiX 1_ ;A i ■1 I..Aldl ■ E M; 4x4 = 0 N 4x4,_ 7x8= 7x8= 1 4-0-15 1 7-10-4 1 20-1-12 I 23-11-1 1 28-0-0 4-0-15 3-9-5 12-3-8 3-9-5 4-0-15 i Plate Offsets(X,Y): [B:0-0-15,0-0-4],[E:0-6-9,0-0-8],[G:0-5-0,Edqe],[I:0-6-9,0-0-8],[L:0-0-15,0-0-4],[N:0-2-12,Edge],[0:0-2-12,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.80 Vert(LL) -0.46 N-O >719 240 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.74 Vert(TL) -0.95 N-O >349 180 TCDL 10.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.05 L n/a n/a "---- BCDL 10.0 Code IRC2009/TP12007 (Matrix) Attic -0.28 N-O 522 360 Weight:183lb FT=1% . LUMBER BRACING TOP CHORD 2 X 6 SYP M 12*Except* TOP CHORD i- _,;, D-G,G-J:2 X 6 SPF 2100F 1.8E Installation 1 Stabilizer(s)at 9-4-8(max)oc, Except: _yi-4 BOT CHORD 2 X 6 SYP M 12*Except* 15-0-0 oc:F-G,G-H. i N-0:2 X 8 SYP 2400F 2.0E Permanent Structural wood sheathing directly applied or 4-2-15 oc puffins. WEBS 2 X 4 SPF No.2 BOT CHORD Installation 1 Stabilizer(s)at 15-0-0(max)oc. 1:6: Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F-H MiTek recommends that Stabilizers and required cross bracing be . installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) B=1854/0-3-8 (min.0-2-3),L=1854/0-3-8 (min.0-2-3) Max Harz B=504(LC 7) Max Uplift B=-279(LC 8),L=-279(LC 9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2731/216,C-D=-2432/146,D-E=-2292/156,E-P=-1630/249,F-P=-1504/260,F-G=0/618, G-H=0/618,H-Q=-1504/261,1-Q=-1630/250,I-J=-2292/155,J-K=-2432/146, 3 K-L=-2731/215 . - BOT CHORD B-0=-152/2088,N-0=0/1692,L-N=-36/2088 WEBS F-H=-2446/290,E-0=0/1147,I-N=0/1147,C-0=-576/326,K-N=-576/327 ;,.., yl NOTES 1)Wind:ASCE 7-05;110mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 to:OF MAssq 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 �3)Unbalanced snow loads have been considered for this design. �4VEN E. es 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs cam, FOX cnnon-concurrent with other live loads. IVIL 5)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads. N 37240 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Ceiling dead load(5.0 psf)on member(s).E-F,H-I,F-H; Wall dead load(5.0psf)on member(s).E-O,I-N "flo 9FSTEAE����8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.N-0 FS8NALENG% 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced )For standard ANeUb 1. �, 1 0 For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 12)Attic room checked for U360 deflection. �- LOAD CASE(S) Standard September 2,2011 e • 8 ... � �!r� ...S;,r.,_,V+�c<i^.:'.i"xru:•. rr. .r+airE�r'rNTN,'•:[4:73.fP?GfLJIAiTEKHSrSI�I>M-:CPArILS!Nl1'Y�1Y1r.-✓,ffrf)R[tCrPllf�:rJf7L3. � , Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the k* erector.Additional permanent bracing of the overall structure is the responsibility of the building desi ile gner.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,DS8-89 and SCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 '`" ,. IN. Job , Truss Truss Type Qty Ply Senoski-Phinneys Lane 118156395 32460 G1 GABLE 2 1 Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA 7.250 s Aug 25 2011 MiTek Industries,Inc. Fri Sep 02 07:57:22 2011:Me e 1 ID:0BgDhj IZh6Qy91 BzYymbVYzA6vf-7Z91wA3LFbLU RiKVjM2d62HH LEN bwX3akefrw6yhkFB -p-0-9 7-10-4 I 14-0-0 I 20-1-12 I 28-0-0 0-9 :'F'!IBffiC' 1-0-0 7-10-4 6-1-12 6-1-12 7-10-4 i-0-0 4x4I= Scale=1:70.6 • I 1 JI 9.00 12 5 -..- I K H L 5x6 -i G M ,. F ��• E el 1111111111N5x6 563.:D P .r6yrd:,.. S 3A I--------�-------------------------=--------------I- = Ici AH AG AF AE AD AC AB AA Z Y X W V UT 1 3x6 I I 5x6= 1 5x6= 3x6 II 1 7-10-4 I 20-1-12 I 28-0-0 7-10-4 12-3-8I 7-10-4 Plate Offsets(X,Y): [F:0-3-0,0-3-4),[N:0-3-0,0-3-4],[T:0-2-3,0-1-12],[X:0-3-0,0-3-0],[AD:0-3-0,0-3-0],[AH:0-2-3,0-0-12] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) lldefl Lid PLATES GRIP • TCLL 30.0 Plates Increase 1.15 TC 0.12 Vert(LL) -0.01 S n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.15 Vert(TL) -0.00 S n/r 120 TCDL 10.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.01 T n/a n/a BCDL 10.0 * Code IRC2009/TP12007 (Matrix) Weight:160 lb FT=1% .,,,,ci_, • LUMBER BRACING TOP CHORD 2 X 4 SYP M 12 TOP CHORD : ;£,1;). BOT CHORD 2 X 4 SYP M 12*Except* Installation 1 Stabilizer(s)at 9-4-8(max)oc, Except: ,5y.;,.• X-AD:2 X 4 SPF No.2 i 15-0-0 oc:A-B,R-S. WEBS 2 X 6 SYP M 12 Permanent Structural wood sheathing directly applied or 6-0-0 oc purlins, except OTHERS 2 X 3 SPF No.2*Except* end verticals. J-AA:2 X 4 SPF No.2 GOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt J-AA,I-AB,K-Z MiTek recommends that Stabilizers and required cross bracing be ` installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 28-0-0. I - (Ib)- Max Horz AH=529(LC 6) __ Max Uplift All uplift 100 lb or less at joint(s)AB,AD,Z,X except AH=-267(LC 5), T=-138(LC 6),AC=-100(LC 8),AE=-122(LC 7),AF=-134(LC 7),AG=-249(LC 6), Y=-101(LC 8),W=-121(LC 8),V=-137(LC 8),U=-204(LC 8) I Max Gray All reactions 250 lb or less at joint(s)T,AC,AD,AE,AF,AG,Y,X,W,V,U except AH=356(LC 6),AA=365(LC 8),AB=292(LC 2),Z=292(LC 3) I FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. I `r''= TOP CHORD B-C=-464/324,C-D=-348/283,D-E=-279/280,E-F=-198/254,F-G=-197/268,G-H'i-119/258, H-1=-91/313,I-J=-94/373,J-K=-94/373,K-L=-91/313,Q-R=-309/169,B-AH=-264/219 2(4 BOT CHORD AG-AH=-115/299,AF-AG=-115/299,AE-AF=-115/299,AD-AE=-115/299,AC-AD -115/299, 6y ,, AB-AC=-115/299,AA-AB=-115/299,Z-AA=-115/299,Y-Z=-115/299,X-Y=-115/299, W-X=-115/299,V-W=-115/299,U-V=-115/299,T-U=-115/299 I •_:;A WEBS J-AA=-341/0,I-AB=-2521104,K-Z=-252/92 { r-- pb3N OF MASS4cyG ,-- NOTES • 4STEVEN E. `�1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever oFOX left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 CIVIL 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 NO.37240 3)Unbalanced snow loads have been considered for this design. -. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs A90r.'94-g/sTEc St 43' non-concurrent with other live loads. FSS/OVAL ENG. - 5)All plates are 1.5x4 MT20 unless otherwise indicated. 1 . -_ 6)Gable requires continuous bottom chord bearing. I 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other'Ilive loads. fG ';VJ " 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced September 2,2011 coeiNotkirgrOWEI 1. e ti ® . .. E, l,9 i,t-3 ,x� t•PE f r __ I 1�-t•'.-•;n,ycs:,^n;.a,'^:n•"--�c�e.t RE ID, � ..J�?�ili.N!1 tYi ir}F )�f' F f h 9Uti Mjr.yYl?rep,jii,ri}/tt P111?t CBi.i?, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek* ' .i erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.Forlgeneral guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA.22314. Chesterfield,MO 63017 Cis I x, Job Truss Truss Type Qty Ply Senoski-Phinneys Lane 118156395 32460' G1 GABLE 2 1 Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA 7.250 s Aug 25 2011 MiTek Industries,Inc. Fri Sep 02 07:57:22 2011 2(ege 2 ID:OBgDhjIZh6Qy91BzYymbVYztt vf-?Z91wA3LFbLURiKVjM2d62HHLENbwX3akefrw6yhkFB NOTES 10)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 12)Attic room checked for U360 deflection. LOAD CASE(S) Standard fi frw6pnkr . nInta 11. f 1.`F /1CG H c ' .r^;s'- nrC,'R:.1> f jl1 ti:JTti:iiN7 1 t:TJD)st M)J72m RbTBRI{L,tiYr.-_1-'.Ar t, P,f d":l ','•,, t).)!S K"Yi1 lit,'l • .G l MI_Y f r. 7 h_l�f' �flak", • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crtteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 .. - :Y E: Mb - -y. - Yta Symbols : °;1 L). Numbering °System m s C enser�, I Safety--foe 3= �1 PLATE LOCATION AND ORIENTATION ` " - . 3/41 ' Center plate on joint unless x,y .R Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury ram= Dimensions are in ft-in-sixteenths. I I (Drawings not to scale) lillk and f Apply plates toembed bothteeth.sides of truss 1. Additional stability bracing for truss system,e.g. fully diagonal or X-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For 0-1/16" 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,I,or Eliminator bracing should be considered. ._� 4 3. Never exceed the design loading shown and never stack r'rialeiials on inadequately braced trusses. 11111111111111:,Mitil 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate III plates 0- na from outside designer,erection supervisor,property owner and all other interested parties. U a edge of truss. c7a C6-7 cs s O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10.Camber is a non-structural consideration and is the 4 x 4NUMBERS/LETTERS. width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 1 1.Plate type,size,orientation and location dimensions • PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that IP Indicated by symbol shown and/or ESR-131 1,ESR-1352,ER-5243,960413, specified. by text in the bracing section of the 95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at • output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2006 MiTek®All Rights Reserved approval of an engineer. ■liNii0 reaction section indicates joint number where bearings occur. IIIIIIIII MN G 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable ._ data environmental,health or performance risks.Consult with eimi Imo project engineer before use. Industry Standards: fMk " ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone M� D'(a is not sufficient. DSB-89: Design Standard for Bracing. 1111 BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM." ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10-'08 . - — • i I i Lit-, A.,/ ZI- k--_11/4 :1 WC Guide to Wood Construction in Hi fh Wind Areas: 110 mph Wind Zone , Massachusetts Checklist for Compliance (78o CAIR 5301.2.1.1)1 1 Q Check Co pliance 1.1 SCOPE Wind Speed (3-sec.gust) j 110 mph Wind Exposure Category B 4' 1.2 APPLICABILITY Number of Stories (Fig 2) 2. storie 5 2 stories Roof Pitch (Fig 2) 2.5 12:12 Mean Roof Height (Fig 2) ft <33' Building Width,W (Fig 3) ft <_80' "V___ Building Length, L (Fig 3) 5 80' Building Aspect Ratio(LNV) (Fig 4) j t Z<<3:1 Nominal Height of Tallest Opening2 (Fig 4) <<6'8" - 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete I Concrete Masonry fr14- 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete on \ 1 Bolt Spacing-general (Table 4) in. v Bolt Spacing from end/joint of plate (Fig 5) AL in.5 6"- 12" Bolt Embedment-concrete (Fig 5) !D in.>>7" Bolt Embedment-masonry (Fig 5) in.?. 15" N4fr Plate Washer (Fig 5) >3"x 3"x'Y4" 3.1 FLOORS -// Floor framing member spans checked (per 7180 CMR Chapter 55) NQ Maximum Floor Opening Dimension (Fig 6) _ft 5 12'or U2 or W/2 1 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) Maximum Floor Joist Setbacks 1 Supporting Loadbearing Walls or Shearwall (Fig 7) _ft s d Maximum Cantilevered Floor Joists 1 Air Supporting Loadbearing Walls or Shearwall (Fig 8) ft 5 d ,(l Floor Bracing at Endwalls (Fig 9) Floor Sheathing Type (per 780 CMR Chapter 55) ;f' Floor Sheathing Thickness (per 780 CMR Chapter 55) in. // Floor Sheathing Fastening (Table 2).._d nails at in edge/ in field Li/ 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) !�ft 5 10' 1-'4Non-Loadbearing walls (Fig 10 and Table 5) 10 ft <<20' Wall Stud Spacing (Fig 10 and Table 5) leo in.5 24"o.c. Wall Story Offsets (Figs 7&8) ft 5 d f/ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Tablei5) 2x - loft in. Non-Loadbearing walls (Table15) 2x -10ft_in. Gable End Wall Bracing Full Height Endwall Studs (Fig 10) WSP Attic Floor Length (Fig 11) ft>_W/3 Gypsum Ceiling Length(if WSP not used) (Fig 11) _ft>_0.9W A/�� 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11j) - Double Top Plate I �� Splice Length (Fig 13 and Table 6) 1_ft Splice Connection(no.of 16d common nails) (Table'6) D t ( 1 A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections \ Lateral(no.of endnailed 16d common nails) (Table 7) \v, Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails) (Table 8) 2 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Ta le 9) Header Spans (Table 9) in.5 11' v Sill Plate Spans (Table 9) J ft in+5,11' Full Height Studs (no.of studs) (Table 9) d . Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance t Table 9) ,/ Header Spans (Table 9) ft in. 5 12' ii Sill Plate Spans (Table 9) ft in.5 12" Full Height Studs(no.of studs) (Table 9) 2_ J% Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W \ Nominal Height of Tallest Opening2 V5 6'8" Sheathing Type (note 4) Edge Nail Spacing (Table 10 or note 4 if less) in. N Field Nail Spacing (Table 10) in. Shear Connection(no.of 16d common nails)(Table 10) Percent Full-Height Sheathing (Table 10) S /o - 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) ,1,Q- Maximum Building Dimension, L \V � ' Nominal Height of Tallest Opening2 ... 5 6'8" Sheathing Type (note 4) 1 Edge Nail Spacing (Table 11 or note 4 if less) m. ..—i_ Field Nail Spacing (Table 11) 'n. "-L Shear Connection(no.of 16d common nails)(Table 11) . /_— Percent Full-Height Sheathing (Table 11) 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Wall Cladding Rated for Wind Speed? 5.1 ROOFS Roof framing member spans checked? (For Rafters use AVi.q pan Tool,see BBRS Website) Y Roof Overhang (Figure 19) ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors \ Uplift (Table 12) i �f Lateral (Table 12) ' ' 4 f .\ -I Shear (Table 12) S iv,.lf "..1 Ridge Strap Connections,if collar ties not used per page 21 (Table 13) T= plf //4 Gable Rake Outlooker (Figure 20) ft 5 smaller of 2'or U2 _01 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) i ,�. Lateral(no.of 16d common nails) (Table 14) Roof Sheathing Type (per 780 CMR Chapters 58 f d V 59) \ Roof Sheathing Thickness in.>_7/16"WSP y Roof Sheathing Fastening (Table 2) i, 4.v`e —1 Notes: `7� T-� 1. This checklist must be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. . . e A{VC Guide to Wood Construction in High IVind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CM1R 5301.2.1.1)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment 3 A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind "lone P Massachusetts Checklist for Compliance(780(AIR 5301.2.1.1)' • • • WHEN THIS EDGE RESTS ON FRAMING USE al!NAILS addihh, AT 6b.c. "- . fl.----'-T------A--- ' Id II I b 11 11 I I1 I1 IuI I I� iM t 11 -1 1a I Ii 11 1 11 1 I t U I II II 1 • 1 - 1M 1 II 1 II N W 11 11 11 11 II 11 11 ,t 11 f K il R o r/ 1 11 A b, I Q II t Q 1Ii• 1 In 14 111 I' Pi 1 z II z z f1 11 fI Uu '_ 11 I I 0 .I {¢y n u LLI 1 I .11 LLF i.R W 41 II 1 11 zz I1 V 11 a I, Y i µ9 II V a- la •r i EC 1I1 V it W It fl VI 1 �` f! III 11 I �, 11 of W I I I�II 11 A/ 11 IT lj'. t 1I 4I it •II 11 • UOUBIE EDGE ` • NAIL SPACING ' i I. PANEL_ d 1. v' See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment • • :4 WC Guide to Wood Construction in High Wind Areas: 110 nrph Wind Zone Massachusetts Checklist for Compliance(780 CNIR 5301.2.1.I)i • iv a cc 2 x• • �kk tt • d Q oa � I • f I I FRAMING MEMBERS EDGE INTERMEDIATE " rill .- 3'MIN. tom. 1— i ��. 0 �-0—;1 0 1 0 —-17' - —STAGGERED I. 7 MIN., NAIL PATTERN 3a PANEL PANEL EDGE DOUBLE NAIL EDGE SPACING DETAL • Detail Vertical and Horizontal Nailing for Panel Attachment • • • 5 • 1 29 1 g 606 PG' K _ • ,.- 28' 58'+/- 2 I eft Ch it N - ti O *O � - R1 '� 64'+/- 1 28' 1 • c I A I I 1 6 11. I 11 FOR TOTAL LOT SEE PLANcn iBOOK 606 PAGE 29. .....q_._.._.__..�--_.� �.. __ _ _......� .._. � • • 2. 35 AC. t/— a l ' rIA 1 149.68 ' R-2812.42 • PHI NNE Y -s LANE i . RECEIVED ZONE . RG/WP MAY 0 2 2011 SETBACKS : FRONT - 30' TOWN OF BARNSTABLE s 1 DE - 15' HISTORIC PRESERVATION REAR - 15' OF 1 ..o.tt C. � yG THE DWELLING DEPICTED ON THIS PLAN WAS LOCATED ON THE GROUND • No.2 9 PLOT PLAN e BY SURVEY ON APR. 23. 2005 AND ` "�• ,fF� TE`�� a�p IN EXISTS AS SHOWN AS OF THE DATE !`�`�+��AI S Q ,� '' OF LOCATION. » . ,•r',r Z I BARNSTABLE. MA . 1 THIS PLAN I S FOR PLOT PLAN 41 g/�// SCALE: I '-30' APR. 29. 201I Ik 1 PURPOSES ONLY AND NOT FOR EAGLE SURVEYING , I NC RECORDING. DEED DESCRIPTIONS OR ESTABLISHING PROPERTY LINES. 923 Route BA % ,i, �\ Yam . MA. ..2875 Hew (S08) 362.8132 (508) 432-5333 TH!S PLAN IS VOID IF NOT STAMPED AND SIGNED I N RED. i . - 1 0 /5 30 60 PROJECT NO. 04-069BA 9 606 PG ?-•BK ,. • S8 *0— 2 . 'h -A ay tat h; cil F \' e 5 /...___ 1?---'''.? C3-----1 9,...A; �� f � J • (‘ t„. kt) CO FORTOTAL LOT SEE PLAN . CT) BOOK 606 PAGE 29. LT\ lk 1 - . . .... - . , 1 1 2. 35 AC. +f- 1 149.68 • - R-281,2.42 ' Ey. •S LANE 1 ZONE : RG/WP CONCRETE FOUNDATION LOCATED SETBACKS : BY SURVEY ON SEPT. 9, 2011 FRONT - 30' . SIDE - 15' 15. , REAR - '.' 0-H OF THE DWELL I NG DEP I CTED ON THIS r � SANK �y1 PLAN WAS LOCATED ON THE GROUND v VNHITING PLOT PLAN BY SURVEY ON APR. 23, 2005 AND ° Na.29869 I N EXI STS AS SHOWN AS OF THE DATE " a OF LOCATION. /� � �fMt E��s� BARi ._J I JI L,L. MA . ( ;: '- L ` 7 SCALE: I '-30' APR. 29j 2011 THIS PLAN I S FOR PLOT PLAN REVISED SEPT. 9/ 2011 EAGLE SURVEYING , INC PURPOSES ONLY AND NOT FOR ��/40/1 RECORDING. DEED DESCRIPTIONS OR ESTABL/SH/NG PROPERTY LINES. e23 Route 6A r Yommuthport. MA. 02675 w (508) 362-8132 (508) 432-5333 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. C ri:.'"ci'---.,,,'`.-,'-t" :. . . 0 15 30 60 PROJECT NO. 04-069BA TOWN OF BARNSTABLE 7 ! SFP 15 AH 9: 07 DIVISION --., • \ • 4 . • \ • *IS • • \ / /cz"2 /;f cb. / Odd • s�dNaI v SS 03 H1a • • • • • I PLAN BOOK I79 PAGE 67' PK 1� FND o S 65"34 "/O'E . • • �n 579. 39 ' S 65"34 '/0'E CB/DH • %,� • • CB/DH • 174. 06" f1 FND w FND SEE DETA IL •• • • y o M N/F . z I SABEL PENDLETON 50. �� l /7/7/330 1t 1 . CB/DH - CB/DH ko - N SET to 1 FND �'F� S 66*05.l2-E 696. 57" - 9. 5. 00 ' • 691.57' C\I3 w CB/DH • +1 SET o ;, CD Q a o • y 3 . vIII *1865 0 2. 35 t.AC. 83 't N o N !1' M SoG•c-1 J/ • i o f 3 LA 5. 00 " - • 636. 74" n ' CB/OH N 66*4I •30-W . 64/. 74 " • A /� DH • x``''•' SET • sr�,� FND .4.r., , • `�'. SEE q.E.TA l I. 2 .311,1 • • • • • . 44,:) BARNS TABL E F-IRE DISTRICT. I i • n• L4 ol" O c t, ZU go8 o Q o °o- a 0 0 In o K z 11 o ao°boa • tL N d -iAnoa-, 2�_O. 1 va$ ? o t. / 0 v- e"x 4'-0"Poured concrete.foundation t r-,/6"x I O"Anchor bolts w/ set on 1 Co"x 12"continuous concrete C' %"x 9.x I/4"Pint.wnsh.rs footing w/2 x4 keyway. 5 I'o.a.and 6"from sill plate ends. L - � CI C r V .--Is L s 4.6 � O Q bro PT.O.F. I Go" X sP N Z l) 0 Q • O v V 0 0- 0 � • 4"Poured oonc.rete slab 0 0 w/Fibermesh®and to mil. . P • • poly vapor barrier P / 1 S P n a. Z EO HI IN _`n m m' m III z 1 � Y 00 ...f� R.a ° lu m J 3. C • # � m Q .o; �I J Z W U A f V 6 m x • (n N 00 U�o� W U• u LL - m EL „m I prop T-O.F. I!o" . J d L \ J . \ \ / 1 . \ \-- C C B"x 4'-0"poured conuete foundation - - we,x i O"Anchor bolts w/ - set on I Co.x 12"continuous aoncret. S"x S"x I/4"piste washers -1 E a 0 footing w/2 x 4 keyway . ri I"o.c.and B"from sill piste ends. v o a O - O j V3 -n re—E."p" -v _° eft . o`J4 e o no EO=30 .,f p ao....U^ 4.E AllFOUNDATION PLAN o a Q s �icale: 1/4"" I'-O" mill °E Z �S m o o O c Q Foundation Aspect patio(VW)-I.'l 5 U �w o v a 5 _ " ' " 1 O'-!o" ' " C _ 12 L- 2 6'-O" . / / • DRAWING TYPE: Foundation Plan • SHEET NUMBER: L m c°4tQ ` a..m o.3ov3voo5 ° tov m =9 m u�i- z/ / Q o n os .4. Q o 3 is a 4- cl 01 '.I ROOF bracing a 4'-0"P.P. a^ for panel eonnec+ions S d cn II II h:+<-buH+Wooned barn door L W t r a I o himpson®N 1 tie.G I Go"a.c. r S 0, . 0 v' u �,Q f 0 X V C dJ s a a 9000 FIlo q'x 9'Awning ill V 9f i -1 Q. I 0 m I 0 V. O I 0 0 P P \ 44,O01II.rv'x 9'Awning / \ r.o.`,'-0 9/e."x 9'-0 I/2" PI f 28 O m z ' N V•m A nW m Zi I"ui Z O a + Q w mo 30 Cn J K m U 3 0 ` 9Go00 FP.Zk 9'Awning ,_ a a \ r.a.%-O via'',9'-O 1/2" # m Q I m o f a J m e= cm c Z �-` J a u a W V-- __ �1 l N m z N p u0 ap A - r Q J n-- _ et o II II °- �o i1 11 d IL I____ - 7Ji \ \ - r I I" I \ \ J Roof bracing e 4•-0.P.c. 4 I / , / \ for panel connections. .tl AC FI FLOG / [ U p-OOF Pp - FLAN '°"o o - RAT R PLAN hc.le: I/4"" ('-O" �iL41e: 1/4"- 1'-O" =33 CI N. L O c\ Foundation Aspect Ra+io 4 L/W)"I.4 9 s u n'4 II y OO 0 Y m2� Q c0 Qc' Note: ayn.Umc° c o c - o is Allrye.uremenhs 4Oimen.ions are to !!!!!!' a• -4,.. P o x x be site verified by General Gaon-tractor a\ p o' at time of eons+uetion 4 i-tiq.0 0 .0 _\ ex n:wood.truetur I nela with. EzeS tls- 00 mom io .pa n O cJP p_ thickness of 7/I G inch(I I.I mm)and a Q Su oa tc maximum.p.n of eight feet(24%a MT)..hall be U $:mcm 'Ti Es C P a permitted for opening protection in one-and '-' ,7 n o° Ill i t 9 9" 9 9• ` two-story wo-sory building..panel.s % hall be precut to y y Lover+ha glad opening with J ` ..../49" 4. ` 4 9" n s .+b / •I 'I / I+ardwara provided.Attaehments.hall be provided in 4440r1.,1LP with 7 BO G11R Table. 4,90 I.2.1.4 or shall be deigned to re.ist the / / component.and Cladding loads determined in DRAWING TYPE: a000rd.nee with the prowi s of rya Firs4-Floor Plan International=wilding Godabu+utilizing the roof Frame wind loads set forth in 7 BO GryR S 9.00. ' SHEET NUMBER: ' • • . ,. �c200 J it 1 • 7 v n .2_ va nLmn@IF;! = o .a`u go d m �L i a 5 g o • O w Gan};nuous ridge vent N Architec}ur.l.sphal+shingles<+yp.) �' C I•-o•Felt paper(+yp.) %� J' 1/2"GDX plywood (+ ) F. U..I c 1-. I 2 PYwoo q YP (1 u.1 L 81 Engineered"Attie trusses e I!o"a.G. '� 1- ice and w.+er shield(+yp.) 2 0" Z 0 O h;mpson®N 1 4-;es e 1 Go"o.c. 11.1 I-- Q .e7 Aluminum gutters+o drywalls V 0 ` Gon+inuous soffit ven+l+yrJ %/2x I 0 Neadors(+yp.) - I x_P`/G trim bonds / N / T(111N g 41 Wh)+e cedar shingles a 9"t.w.(+yr.l - . Z od J o.o TYvekm housewrap(+yp.) iI w Z in- a m m 0 ° a m. N W e vO - 1/2"APP.r.+ed"full-heigh}"she.+hinq(typ.) 00 "Cf.) Q K m J 3 0 E S 0 - - �� 2 yea plockinq 4'-O"•,,, # 2 Q I v f J o m r e m i Z K U m"m�' ® u! m a x 2 x!o Wall stud e 1 Co"v.,iv.," . lt LL yp.l - k J W O J' •a U o•- • 4"Poured concrete slab _ _ d 3m° w/Pibermesh®.nd eo mil. a co/8"x I O"Anchor bolts w/ poly v.par barrier _ - 5 I"oz. e%"x 9"x I/4"Plate w.shers I: 0 "from will plate ens. Jd Ililill' il;i il'liilllill liI IIIIII it IL illlli'll it iiilll l li l ll!II !! I!III I' ill,i L�`� 111 111 1i 1111I i1 it I1I-�III!1, IIII 1! II!1i!I1 ;, , 11 1111! 1111111 1li,11 ;111 I -i !1 1 _1 1 1, -oQe� — e"x 4'-O"Poured concrete found.t)on `e e`-t n . Gomp.ol'er Pill _ - -2 set on I G"x I 2"continuous contra+e • v o x v E -r foo}inq w/2 x 4 ker M'ar' " x.am N 0 Itill-r3INGt e- e6-1-142N"A" I!I I -;e1,t;,'.1-§-6 :4 III �a�v um dE Neale: I /2" I• O" °m Q e120E N `�l .Ea OsEz. °Erma iii W • +. DRAWING TYPE: B,Uilclin4 h.G1-ion"A" " - • SHEET NUMBER: A400 J '. =off= -e i_ °Ngi w o :£a aoa S o Vv`fn t5om } F. Lao°pd gi§ Q 7 0 o2Juoa 21, IL W a _--moo IIIIIII IIIIIII • IIIIIIIIIIIIII ■ . . I . . ...a .—.. L• Q 1}1�11 I�iilll II till411�1 I ...—.—...—.—... I I I11I� , , Q 1 1 I I I I L .—.—..—■—._—. II I I �1 ■■■ C■❑❑❑❑ ■❑❑❑❑ ■■■ :� 1. I. c �16�ti��51' �I I{ 1 I� 1�1 �1 �� 1 I� �i �L� r� . ���■I1 - �.—.. ..—. Q 1 1 J I 111 II ff ..-.. ..—.. .� �' '! ili -�•INI IIIIIIIIIIIIIIIIIIIIII % sP II"1�'i �l LI 1 1 1 I • ,1,1 � 11 - , , ' r�1� l1 , rlll ll� il� 1 ���11� '��111� 11L ITIIIMMUMIll iiiIMMIIIMON MINNIQEM IiiiiiiiHiiiii!iii 1. .. . ..' 1 -Z I-- --..... ((�� - ,Illflr Jl ' 1 1 iI}I,Ilr: A, iI111111 I' 11 I I 1 I I I I I I I I I ` �:- ' �: ? �.::� ' •��• VV 1 1 1 1 x \ C 1 1 1 1 1 1 — (�� 1 1 1 1 LI St L` JJ , , OLIGHT EL N EVATIO Z ,VGw1e: I/4"- I'-O" .\ Q w I- FLONT ELEVATION O k) h,..1. 1/4"• I'-O" EL. O a_ A r 1 Ir o O l N cr - V .r) IV W s'' i0_ 1�l I `V •C) -I 4' :J 30 Q J 8.`n W A o N x .—...—.�—so.—. N Y V o IIIIIMMIIII=MIN=IIOMMEN IL IIIIIMINIMMIIIIIIMMIMM 1 I MIIMINNIIIIIIMMIN.—.—..——1•• . 1 1 , a O 1 I, t l ...—.—.1.i.—.—... 11 \IIMINIIIIIIIIIIIIIIIIIIIIIIIIMINIONII .�:o:'��:- • �' 111 ' 14' I'�'ll'J IJ IICI I LI I ll l Il I I I i.'•' ,' l. 3 .—.—....—.—. r 7 ` 1f 1__ r II !l - - +54 �I > l J �-�I I 5.r I I`. i I .�::�•�•I�I�.O�. 1 011 !I IS•1 I r + I I I •-- l'i1ii ' ■■— �' I�rr �' I /. .l I F —....— 1 I I I , I I —... I % A� I ;' r �1�0.�1 s: �.1I iiiii �� �1 moo � r,A, . III 111��1 �� • 1 ' . I�) ' �I' 11 a v° rj 3 -] —...— t 1 ( 9 ] I I I I 11 —.-..— '4 1 1 L a�:v°m` -r 1 .—...—.-1—.—...—. 1 1 I 11 I 1! II l' I I11 -------I----•�-- (1 Al r 1 ,1 n V a O.-V�'-E. .q I O�� l ...—.—.I.—.—... 1 Il1 r 1 I � ' I I17 I I II�� 1 r —�:•�:�-:N `I Q > �^ „ I .—.—....—.—. 1 1 1I11 ffI III 'J� 1I I ! .—.—.--.—. 5 5 r ((, I I I 1�1 .—.—...---- 1 1 I I Z 1 I Y u.2 X,41, -, ', I f 1 :mmmm��MI:�:. 111 11 t 1 1 r (1. S I I I Il I I I l [ .—■—.—..—.—. .. 1,I I I' ...—.—.MI-■—.—... I L L III 1 1I i �I I};I I' 11 I1 14 1 1 r 1 I r 1 1�1' 1.1 —IN—iIIIIM=��MI�.. I u m o n._t°?. 3 C n_°°°c 3° m 8 ..ufu�°r'° u E I I ^m lif N `S 1 I om& u- m n J t I L` fJ U U na d > E S 'f2)1°F. W ?1 Et ii.O - A- ELEVATION . ¢ .10 GiGAle: 1/4"- I'-O" 1 LEFT ELEVATION DRAWING TYPE: I hGale: 1/4"•• I'-O" Elevations SHEET NUMBER: A500 .. ,¢ r