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Home My WebLink About0298 WILLOW STREET UPC 12543 a�a Now 53LOR . HASTINGS, MN .�....,..�,a_ ....,....,,,� ... _.ram_�.-»; -.+--�,�.-.,--..-.... -- ,t.,.�r..-..,;.,...---i...�,,+�.,•_.- _ -- - ,�.. Ne) I Town of Barnstable Building _ fPostThis{ardSo That it:;is�Uisible FromtheStreet ApprovedoPlansMustbe<Retamed�on Job and this CacdMustbe Kept; ` BARNS[Ar{LB..! - 3 -'.8�'s�,`�`*��z:�::�:v'�..�'�€,':�.�r'£� ,„'Y�'>A�.:. .•Y�.�.:.� 4 �;. `'.s�, �4' a. �,r`��"�f�,;sr„y�� ,i<<}'M1.4,�4,� -�: a�.. ?5r t '�. nose._ Posted Until,F,inall.nspection Ftasf3een Made r,., r .. �� xn; • ;639., � ., r .. �,�#,�'��`aa;. °a;�cr°.� g-"'. WhereCertificateof�Occupaney¢is RequiredsuchBuildmg,shall Not b:e;Oecupied until a�Final lnspectionhhasxbeen made.: ' Pen1�t ?'� Permit No. B-17-3788 Applicant Name: HEILALA, MARK A& METCALFE,ALYSSA D Approvals Date Issued: 11/21/2017 Current Use: Structure Permit Type: Building-Detached Accessory Structure- Expiration Date: 05/21/2018 Foundation --Sr , Residential Map/Lot: 131-023 Zoning District: RF Sheathing:oK z/zo axbrc�� Location: -298 WILLOW STREET'.WEST BARNSTABLE NE, W_, .. Contractor-Nae _ Framing: 1 3 �)I V Owner on Record: HEILALA, MARK A&METCALFE, Cont actorJmcense VN 2 y^, i .L:sue.._. szf'.'�.rT aj "`g `Yt�fa.r Address: 298 WILLOW STREET 4 Est Protect Cost: $A000.00 v 1. x, ' ' Chimney: WEST BARNSTABLE; MA 02668 � �Permt Fee: $253.00 Insulation: Description: Detached Two Car Garage rFee Paid S.253.00 .26x30x10 �F x Date v 11/21/2017 Final: Project Review Req. x3� - u as tw wt_ . . . PI tubing/G AWN Rough Plumbing: 4 _ Building.Official Final Plumbing: :: €. y r This permit shall be deemed abandoned and invalid unless the.work authonz�ed;byathis permit is commenced within six months afEertissuance. 'Rough Gas: ;rx g All work authorized by this permit shall conform to the approved appIicati6n,and the approved construction documents,for which this.permit has been granted. , All construction,alterations and,changes of use of any building and stctures shall be in compliance with.the local zomngby laws and codes ru Final Gas: This permit shall be displayed in'a location clearly visible from access st e ' or road and shall be maintained open forjpubllc inspect on for the entire Aurati'n of the work until the completion of the same. P N � � �� EleMrical The Certificate of Occupancy will not be-issued until,all applicable signatures by'the°euil Officials are providedon this permit. Service. r � Minimum of Five Call Inspection's Required for All Construction Work. Rough: 1.Foundation or Footing Roug � �� "�' "" . 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 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). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel V e( Application # Health Division BvILQ/ / ( Date Issued Conservation Division ® �, Application Fee Planning Dept. Tp�� Permit Fee G� Date Definitive Plan Approved by Planning Board OF� lva � s 1 a- Historic - OKH Preservation/ Hyannis /-'/yl��LD— Project Street Address Z9 8 W l uww Village QES i Owner M4-e_K- ICI GO-L ' Address Zq8 WT I-Luw, 5T Telephone Permit Request DF 1 q Cit et) Tk10 CA-2 Zco>< 30 /0 Square feet: 1 st floor: existing - proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation �So,000 Construction Type Lot Size 3 q fe Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) I Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths):.existing new First Floor Room Count 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: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 2 Name 11 IIT�-� Telephone Number c1 1 " 353 Address 29 S W I LL6 VJ S I• License # 0.3A64 S_rA b U Home Improvement Contractor# Email D( (L'T Q 4,460 • N W? Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE— o DATE FOR OFFICIAL USE ONLY r APPLICATION # DATE ISSUED MAP/ PARCEL NO. ` . ADDRESS VILLAGE- a OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION zr FIREPLACE ELECTRICAL: ROUGH r FINAL PLUMBING: ROUGH FINAL r. GAS: ROUGH FINAL FINAL BUILDING { DATE CLOSED OUT ASSOCIATION PLAN NO. r. k - The Ck Depmovmt qfr��A BasWj4 Lei 02M Warders' Cmapen,�Iunwmcs Affidzvit ... .iers/Cb: nclP�rr_r ers AppEc2m#l farmaaiyna Please Prhott E aly -Na= - - = ° = S3 S�Z.3 Aregauanemplay O.fhecktheapprapdateban T of project � I am a c�ci�and I Y� P�1 }= I-❑ I am a emplages� ❑ 6. ❑New corlsftucgon * bavehiredt5e employees(fall a�tot parttime. �d On&S ait$c3hed I El$e�o8elaag 2.El am am a sole arpsrtaer- slp and have no employeer. =.bava 8. �]Demaldioa �ve xvodrss 9. ❑Smldmg addifica 5. ❑ We are a coxpordm and its 1a❑Ehrtdcai repairs or adclifious 3_ I am a.homeowner doiag all offsnen have esemmed t 1L❑M=bir gmpaas or ad&Hco* myself Po=xbnel1 GL cow_ _ ;rMTW2qIce required-]T ,§I ve hwe nD ❑ empluyems_[NO ` cam- Othw mszzume mgmreL] •yap sp �,u eEOe�s �l elsa ffio �sectiflabeiozvshs��tbea svadr�'mrsapMsaffpo-Tcg r� � m satmff ffm sf5d2vBMffCd=dWTIMd0=.-dIs�svd&sable a�fd�eca sn it aa� st mdic �sacb rca��cc�sdcva��at�,earcaddi�sh�shae�sgthen�afthemb-� �stsFetd�hs�aoc��hsv� employers:T€fig eshMM=VVYW% > a —h- I sort an employer f ut is praucirg IMrkm,COvVWMfltt4M&=r=,WfDr my duSPrfiSW�L $eFcw is the prrScy and jab sus ir�or�oa TaFnrancn_ Ns� . 'Policy 4 cr Self--sffi.Zia~t-- aDai Job Me AAdte= wy/s�- At bmh 2 COPY Of the W0Tk>e&couipegsafiQft POUcp&CEMaliaa P2•(ShOMfiC the PDHCY amgbec and capa-atioa date). Fame to seers coverage as requssedunder Serfs 25A of MM r-M cm lead to Sim irnpositioa of uiMmal peoal!%es of a Sae up to$i,SOD QQ mWor ane-yearimprisonment as Well as civil peuties m the fzax of a STP WORK C=Mand a ime o€np to$25M a day as i nsf ffie violabsr. Be mhised gna a copy of ffiis slatem may.be forwarded to t&B Of5 a of Imr s of the DIA for covesap vedsuficm- IdvhM,bYcJ*uhdgrfiw andpaumewvpMtiWydrtfiff fi* affMprnvaedahmeisbuiandcourect; s,;—,t,dum Date- /0 0 / Phom 17 35-'� 34V� 0.8isiod we aaa]5: Da not write in dib men, be completed by c4 artowu officiaL City or Taira: Permaff,iceme f Lvmh ANY(ca-de em): L Beard of acd& -.Bw xng Depwtmezrt 3.mty1rum Clerk L nec&Ical hapeetor S.Phmffiing> amct Dr 6.Other 1 Cla bd Persoa: Phfllae - 6 ,.: ..La.�.._ �.� : ..:..IV �.■.I:� _I �nl■ .•�.. I. 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'•t tt :. •.It r nl •tt r.•/ a•.It :n• a•t • •. .. ..■ ••i�.•I\ • ■. .• •w•rn.■■ 1• J• aa. r I MIS ILI Nis AM • �a_a lJ • • ' •1/ cam = 9. s .r, c s : • .•. --t • ear Town of Barnstable Building Department Services KAM Brian Florence, CBO 1639. Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.as Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Usina- A Builder I ,as Owner of the subject property. hereby authorize to act on my beb4 in all matters relative to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final .inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date QTORMS:OWNERPERMISSIONPOOIS Ree 09/16/17 - Town of Barnstable Building ]Department Services Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 KAM www.town.barnstable.ma.us N11d►, Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: 16 L-30/0 Please Print JOB LOCATION: Z—/ G1I LG4!. 5 LLB number street village "H0h4EOWNER7: i21� Hsi�-�-LAr '74 35.3 V Z 3 name ^7q Q home phone# work phone# CURRENT MAni NG ADDRESS: L/(/ �� 5 T 2�15W� OZ W cityADwn state zip code The current exemption for"homeowners"was extended to include owner-occupied dwelling 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- fimily 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 builgkg_permitt (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection proc ure=reqikments and that he/she will comply with said procedures and requirements. Si atum of115—meowBer Approval of Building Official Dote: 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 '09/16/17 r PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: '�. 107 6EA0"SMEE7 , DEMO&AMA 02M - Sheet No:�_of ,.soe•3aseses i I IGENERAL DESCRIPTION MARK HEILALA - 774-353-8423 8th ed -- P17- i I Narrative: Review in-situ soil conditions and grades to determine dc2820 ------- -- the foundation & soil capacities for new 2 story garage Client: HEILALA - Homeowner �ZN 0Ffmi i Location: 298 Willow Street, West Barnstable, MA -------- �� T VARNUM J� o P. ILBROOK -4 ! SPECIAL CONSIDERATIONS R-3 Accessory Use & V-B Const. ' U MECHANICAL j �No.306900 This project review includes: Area Soils Check w/ Presumptive Bearing Capacity and Design Data Work-up w/ Loading Analysis and Plan Notes w/ Certification /ONAt ENG\� (DESIGN CONSIDERATIONS General: Look for adequate bearing, uplift, anchorage & frost protection ------------ Loads SBC Location #/sq ft Dur Note i lst Floor - Garage 50 1.0 Tbl. R301.5 2nd Floor - Storage 40 1.0 Tbl. R301.5 i Attic (non-Use) 5 1.0 Tbl. R301.5 Partitions: 2x4/6 10 1.0 Bear/Non-Bear WFCM 1&2 Family - Chp 3; Prescriptive Method for Snow & Wind UON A Snow - m = 1/12 30 1.15 Tbl. R301.2(5) S. j Wind - Speed = 110 14PH ERP = B Tbl. R301.2(4) S Height & Exposure Coef. = 1.00 1:33 Tbl. R301.2(3) U iRef Pres (Horiz) Zone 4 = -20 MWFRS Tbl. R301.2(2) M Roof Pitch > 10' to 30° MRH = 15 ft House E Ref Pres (Vert) Zone 3 = -25 C&C Tbl. R301.2(2) D Loadings I 1st Floor 2nd Floor Attic Roof ------------ ----------- ---------- ----------- ------------------------ ' LIVE LOAD I 50 40 5 30 ------- ----------- ---------- ----------- ------------------------ I DEAD LOADS 1 50 12 7 9 Misc 12"x 81, Joists & Rafters - Stick Built DESIGN TOTAL 1 100 50 15 40 w/ round I w/ 5% on DL Tbl. 12 NET UPLIFT = (10° to 30°) ( ) - .6(Rf+Cl) _ lb/sq ft -284 per tail w/ Overhangs (-25) .6 x (15) _ -16 lb/sq ft -277 1611 o/c Soil Data: I ----------- I Site Plan or Boring Log available: NO i Direct Observation: NO Cape Cod Atlas: YES, Qsm Sandwich Morraine USCS = SP/SM ( ) SBC Class Specifics Br(allow) _ _2,400 lb/sq ft ; w/ allowable increases j Note 8th ed SBC Tbl. 1806.2a Ma Amend Class = 1 ton/sq ft I ' (DESIGN ANALYSIS: i Outside Wall Loadings; Eaveline Walls w/ Contributary Floor Framing I Roof/2 + 2nd Floor/2 + 2 Walls + Found = 1,806 lb/lf Wall Footing Required Bearing Area = .75 sq ft/If < 1.5 sq ft/lf avail j Wall End Uplift = V(roof) x H(lst)/Total Width = 2,640 lbs 1 End Uplift = 2,640 lbs - Install Simpson LSTHD8 @ 4 Corners @ 2,700 lbs' PLUS Provide 5/811 anchor bolts w/in 1211 of each return corner OK by Design ;DESIGN NOTES: (J/ Found. #1 Concrete - Min. F1c = 3,500 PSI for Weather Exposure. Normal Sect, air entrained w/ 3/4" aggregate #2 Anchor Bolts; 5/8"x 1211 @ 24t1 o/c. Minimum embedment = 711. / OK for double bottom shoe-plate (contact plate to be PT) #3 Slab Reinforcing; 2.6x2.6-6x6 wire fabric set mid-point of depth on 31, rizers or concrete bricks. Turn-down 10t1 to engage and provide anchor bolt development i #4 Well watered and compacted granular fill for slab base. Continue to S provide well compacted 12f, granular fill beneath footing line #5 Install Simpson LSTHDB Tie-down straps at 4 outside corners PLUS a dedicated 5/811 bolt w/in 12t1 of each corner each way P82-FRW-7 i Phigwa c E OF M,S. 107,86 Stet Dennis, MA 02638 �a T VARNUM yG� 508-385-8682 c ?HILBROOK .� P1`1 �� MECHANICAL � d1- �No.306900 Q7 S/ONAL ENG\ \ ^ r ® 7- c aryl pAerEl) c/LuSlf� —_ (pr3c) ram. (I S e. I• *' of f fr � *DO • 'a I r'j . Byy�"'Y�hhs Kit T7 A' � � Pr ,' w�. Lt �, ' s • - �.'Sl`.�.�';r•_�, aT2T�fsi� V a ,4� '`,'.�. • TOWN OF BARNSTABLE Permit No. 21174 eAL saurrPa Bu" TY18peCtOr Cash a00•00 121/gv ! � PO a0yp• � ' } OCCUPANCY. PERMIT Bond �. No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building:Permit therefor oc ' first having,been obtained from-the Building Inspector. No building shall be-occupied until a certificate of occupancy has been issued by the Building Inspector.", Issued to Jamu D. CuckeA Address .Cot #2 298 Wittow St., West Sa44ta .Ge Wiring Inspector C7�� / f Inspection date Plumbing Inspector o� Inspection date Cras Inspector C/�,� �`Inspection date '/Eligineering Department )i ��j yi��iw j .' Inspection dateQ THIS PERMIT WILL NOT BE VALID,/AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. Building Inspector I -A /3/ yrs� z Co :$ map and lot number ............................................ ' SEPTIC SYSTEM PypSTNEto�♦ Sewage Permit number, .. ... ((I....1.3 ...:I........................ INSTALLED IN COMPL AB Z WITH ARTICLE BAR33TADLE, House number : ....... II STATE 639. � a ......................:......................................... .... SANITARY CODE AND TO 9 `e . REGULATIONS. �D - - - TOWN, OF BARNSTABLE BUILDING IN,,SfECTOR r APPLICATION FOR PERMIT TO ....:(3..111.44 ...420.!4/......J .11..✓..1�-..................................... Q TYPEOF CONSTRUCTION ................................................................................................................... .................................................,94? TO THE INSPECTOR OF BUILDINGS: The undersigned //hereby applies for a permit-according to the following information: Location �Q?.9ix..... ��L.11.lc%...�f ......... P. ..................... ...................... ProposedUse ,e �5./.D7�.�..Q,.......................... ......................................................................................................... Zoning District .......�..................................................................Fire District ................................................................................. Name of Owner .�J.A. ./ C�,S.. . ..I..IQQ�(' P.�...�vQe..Address .. J... ,@�t�r?P.12. t7Q.Tl..../.I.YPc,...l�l!%&ej e.4 Name of Builder �J'4h?.e4....P:.4'?O.qgek.....�e Address ...? J Name of Architect ...................Address �. . Number of Rooms .........40....................................................Foundation !?.41. ..17..... M..e.w.7—;.......................... Exterior V/..N.. �...,4.T..1?�l✓�... fi�!Pt.�l!C....................Roofing .lJ./3. r........................................................ Floors .Q..l ....................................................................Interior .......:............................................................................ Heating .................. N11...U�.L.................................Plumbing . '..lac(_ .n.?....C..O../..Re,<.............................. Fireplace CX. .....................................Approximate Cost � Definitive Plan Approved by Planning Board -----------_______-----------19_______. Area 1� S' S-YA 2 ................. .. Qo Diagram of Lot and Building with Dimensions Fee 3 SUBJECT TO APPROVAL OF BOARD OF HEALTH ®o O, 1 O I hereby agree to conform to all the Rules and Regulations of t Town of Barnstable regarding the above construction. e am ............................ .............. ...................................... Crocker, ""="~s D. Sr. x \ _ ' 4 Permit �n -- --. `. ' ^ "^^*gl^ family~ ~~^^^^^ .......................................................... ---- 298 Willow Stre t Location ............................................ . ................. . ' West Barnstable ---------------.----------- . ' � Jammu D. Crocker Sr. Owner ---------~------------ ^ ` �ra�a Type�f Construction ------—------- ' . --'�.----------------------' ` Plot ............................ Lot ----------.. . - ` April 6 79 Permit Granted ----..--------lP � / Dote of Inspection \ ' _-- Completed , ' ' ' . — . . . ! -- . . � ^^, . ~,.--.. ------' --........ . . ' �*«��r..—;'�,r��------------- ' ' ---..'~—~.-------_..—.------.^.. ` . ^ Approved - ---------------- lV ' ~ ---------------.----..—~.---. . ' ----------.----------....—~—. ' . . i r- T w.v wAy 37j 88 W . 0 0 0 N ,Z 7,Z� � • �}. 96 i f Ext 5TiN6. IruuND�oN nit Zo7r 0 z � 3 AGE'S 'f a tG:� ,�;. �.. t�,F�.;•„�i�<'.�:',�. •9 ttW>5- 02 �tN OF A4i�fi / oa' EOWAR E: ` Et'^_Y ' /•ny i W CERTI PI ED PLOT PLAN A - LOCATION WP.7 !f91&T.A SCALE PLAN REFERENCE :SNo�yN. QN. .A .RL.9t,! .Ate. 47;. Co•4.. . I CERTIFY THAT THE fix! TNG.FouND ON SHOWN ON THIS,PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS 16 THE 4Co7T W Z SETBACK REQUIREMENTS OF THE TOWN' OF' WiGLrow sTi2EET BARN9B�-�c. . . ... . . . . WHEN CONSTRUCTED. WEST BA2/VsTi4,BG E' DATE OARW . PETITIONER: J�MEs C2ac9 E2 - --_ _ _ _ _ WAKE F/EGOr �`/qSS, REGISTERED LAND SURV R N59345 41'sesw S map and lot number .:. % a - C*'THE TO Sewage Permit number ...`.... :"....: .° :.::::.............................. d� °� BABBSTABLE, House number - NAG& . 90O f 6 • 39• �9 E YFY a' f, TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....�G:.l'�1.. �...f ..../�..�..!z....:....r.::�:F': :.................................... TYPEOF CONSTRUCTION .:/ ...................................................................................... ........................ ................................................19.E TO THE INSPECTOR OF BUILDINGS: The undersigned hereby /applies for a permit according to the following information: Location .....c . ......... .E,;. .................. ......................................... ProposedUse ,,trS Q. .l..�.2...7�.C!..�� ....................................................................................................................................... ZoningDistrict ........................................................................Fire District ............................................................................... 1 Name of Owner Z.A.47.5'6....1�.,..C..�C?�'/�:P.d�...us......Address ... .IT.....lT✓✓�... . ./�.!�{� CAL� Name of Builder MjM......... ......Address ... t ��`lQ�''.?7.G��!'. ../ �•...�'1/A.!{!P.f/.P.L.L�' �I • Name of Architect ��.@. �1 �Q.�"./..'...�/.��...................Address .�CJ�.�L.�'.PP!�.1��.../.".l.!Q.:...................................... Number of Rooms ..:...............................................................Foundation .j7.....ea.M..e.w.7............................... Exterior 6�/�9/R��..: '.T'L2/�✓ ...t'.c.°�.!PLC.L ....................Roofing ........................................................ Floors ./a ,0.0-Z.....................................................................Interior ....................................................... Heating ................1e.y....f1././..................................Plumbing PeR............................... Fireplace ..:......eat .......................................7..............:..............Approximate Cost ..... .��..tl?�Q..�......v......................... - ----. . Definitive Plan Approved by Planning Board -----------________-------19 Area .. ...... ... ••..•......•......•••••••• „- Diagram of Lot and Building with Dimensions Fee ........ :::..'�� SUBJECT TO APPROVAL OF BOARD OF HEALTH nN i t _ �c I hereby agree to conform to all the Rules and Regulations of the,,Town of Barnstable regarding the above construction. /r ;Name ...................................................................................... � Crocker, James D. Sr. A=I3l~23 � � - 4 . � 2I174 - one story -&o -----.. Permit for ---.---...x^---.. . ' single family dwelling ------------------=------- 2q8 �illo� �treet Location ---------------------. _________�e�t.8�roo..a—.!�------ � � Owner ............Jam eo..D.�_Croc.k��_3r^--.' � Type of Construction ............��------. } no* )a April 6 79 Permit Granted Date of Inspect/ ^ Date Completed ' � �� ............... PERMIT 19 _ ` � 'w�'� '.� ------ � | .............. _,__. ['.'T' '-----^--- --^^^'---~--'----- � � -----. ----.--.—....v�..------...--. ` - Approved ................................................ 19 � ' . -------.-------~—.---------. � ....................._.........,............................,.,'......,... � . � Assessor's map and lot number ........ ! .>.. ... ry.. �/�`• C F THE T t c o� : Sewage :Permit number .........................:......:........................ 1i 8AHBSTAXLE, i House number 298...Willow Street West Barnstable- 90 MAO& .... a NO .. t639- .o, TOWN OF BARNSTA.BLE BUILDING INSPECTOR 1y► APPLICATION FOR PERMIT TC1 °........guild„new„Structure................ ....................................................... TYPE OF CONSTRUCTION' ..... .r4 Rarr......................................,t i y ............................... ................................................3 19p...... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....... 05...7illow Street West„Barnstable, Mass. (J2 �F3..............................:.. " ......................... ........................ ..... ........................... ..... ProposedUse ..Stable,•horses.............................................................................................................................................. ' ti Zoning District ...................................:..........- ..........................Fire District .............................................................................. Name of Owner James D. Crocker Sr, Address .. QS.t�i.7.!.�w St.r.eet West B .rnsteble .......................................................... ......... ' SA.M Nameof Builder "...........�.'�...................................................Address .................................................................................... SAT 1E SRAME .Name of Architect ..............................................................::..Address .................................................................................... Number of Rooms .............Foundation Pmir,!ed............................:.......................... Exierior +-7.7.I............................................................Roofing ..................shile................................................: + .. eng Floors c1ar.............................................................Interior ........:........none 5:......................... Heating none ...Plumbing ..............,. ........................................ Fireplace none ......Approximate Cost .¢7.>...� .:Dle) Definitive Plan Approved by Planning Board _____ 19---_______. Area ..........;:.`. '..:....:`..:............ Diagram of Lot and Building with .Dimensions 9 g Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH �l CIQ0 --- " -- 32 feet -------- ---------- 50 feet I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above. construction. Name ... ................. �s? .... r............. CROCKER, JAMES A=131-23 c No 22.4.86.... Permit for .Bu;,ld...Bazxl......... ...... ...TA...Dwell..rig................. Location 2.28...Willow...Street................... ............... es.t...Barn.stabl.e......................... Owner ....'JameS...A_...Crackar................... Type of Construction .F.r.amp••••••••.•.•...'..•.•.•..... ................................................................................ Plot ........................ Lot ................................ • i Permit Granted .... ..S.ep:tember••••5•,••.19 80 Date of Inspectiol ....................................19 Date Complete ......................................19 i ERMIT REFUSED ..... y. ... ........... ... ..... .!. ....... ....... ........................................ ...................................... ............................................................................... Approved ..................!............................. 19 Q,. ............................................................................... ............................................................................... _ t d T►/V wAy -- w/ee ST2 EF W . 0 N U� z7z f 0 qb it Ex/5T/NG �ryuNOgTioN r �pq OF bar I W CERTIFIED PLOT PLAN A LOCATION WPr. ,B9R sTA�G /`7AS$, SCALE ./ v= 60�. . . . DATEAI,994*29/97p PLAN REFERENCE .QFA!G . .4 .7°`2 . . . . . . OIV .A .?4�9N. ./52. LrCo4-. . . ��. ,cam, 97. . . '. . . . . . . . . . 39�¢6 I CERTIFY THAT.THEit/STiVG►,Fa!NDaN SHOWN ON THIS PLAN IS LOCATED ON THE.GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE ZoT #Z SETBACK REQUIREMENTS OF THE TOWN OF J WiGC_ow STi�tct�7— BAR.N9� . . . . :. . . . WHEN CONSTRUCTED. WEs T B 92NsTABG F DATE M.AA:,.W.J.IM . PETITIONER: J'`�MEs C/LoC/C E.2 f'� W.9KE F/EGOr /`79SS, REGISTERED LAND SURV R N59345 Asses or's map and lot number ......................... :. L/f � C ' �• 7- i?H E Sewage Permit number ........................:............................... w R Soft SYSTEM LE, House number �9...,Willow Street West Barnstable Soft N CO , ♦� WITH TITLE c YAr a• TOWN OF BARNSTE " N�A .�o® CA - BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........... uild„new„Structure,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, TYPEOF CONSTRUCTION ................Barn........................................................................................................... 9/ 3/ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .......2 A.Willow.Street„West„Barnstable,,,,Kass,.,,02668,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, „;,,,,,,,,,,,,,,,,,,,,,,., ,,,,, ProposedUse ..Stable horses ................................................................................................................. ZoningDistrict .........................................................................Fire District .............................................................................. Name of Owner ..Jame S..B:...GX.Q.pt. :..sx..........................Address ...13.=g1Ab1Q.......... AME Nameof Builder .........5�..................................................Address ............... .............................................................. SAME SAME .Name of Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation ...........Pnured..................................................... Exterior ..............t-.111...........................................................Roofing .................shieng.1.e................................................... Floors ................clad'•.............................................................Interior ..................none..........................................I................ Heatin g ...... .......................................... Plumbing............. ................................. .................................................................................. Fireplace no ... Approximate Cost $7 00 .. .............ne....................... 0 00 ......9............................................................. Definitive Plan Approved by Planning Board -----------__-------------19______. Area ......... .. ®............ Diagram of Lot and Building with .Dimensions Fee .......... �° ��........ SUBJECT TO APPROVAL OF BOARD OF HEALTH 0 i ------------ 32 feet -------- ---------------- 50 feet ----------- I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. LXName .. ,1... . .......... .............. CROCKER, JAMES D. �No .22.4.a6... Permit for ..Pmi.ld...B!ar.4........ ..........Acce.s.sply...to...DwQ.11ing............. .......... .. .... .. ..... ..... Location 1.9 W...'st r.p e,t.................. .................. -table...........................We;i�t...13.arn5. Owner jAMA..D.,....cr.Q.Q.kex........................ O Type of Construction ....Frame........................ ................................................................................ Plot ............................ Lot ................................ Permit Granted ......September....,.-.19 80 Date of Inspection ........................... ........19 Date Completed ........ .......... .....199—/ --Z 0 PERMIT REFUSED ................................................................ 19 tn ce ............I — ...................................... > .............. . ...... ............................................ ........................................... Mal 5; ............. 0. ApprovedU."=...L........................................ 19 • ............... f............................................................ ............................................................................... 0 Parcel Detail Page 1 of 3 p4 THE114 jpk i S TABLE. • � 7i �� a �y{t CCU! . Y ,y MASS. 4 I v.' *�..�^.r _ -- pp' 1G39. - Logged In As: Pa rce I Detail Friday,July 17 2015 Parcel Lookup Parcel Info Parcel ID 131-023 I Developer Loot LOT 2 Location 1298 WILLOW STREET I Pri Frontage 1372 Sec Road I Sec I Frontage Village IWEST BARNSTABLE I Fire District JW BARNSTABLE Town sewer exists at this address I No I Road Index 11914 Asbuilt Septic Scan: ` 131023 1 Interactive t Map7> 131023_2 ' Owner Info Owner ICROCKER,JAMES D&MARGARET E I Co-owner Streets 1298 WILLOW STREET I Street2 City WEST BARNSTABLE I State MA Zip 02668 Country Land Info Acres 13.90 use I Single Fam MDL-01 I zoning RF I Nghbd 0107 Topography Level I Road Paved Utilities I Gas,Wel1,Septic I Location Construction Info Building 1 of 1 Year 1979 I Roof Gable/Hip Ext Vinyl Siding Built Struct Wall Living 1512 I Roof Asph/F GIs/Cmp I AC None Area Cover Type �0 WDK. y O�FEp U Style Raised Ranch I Wall Typical I Rooms 3 Bedrooms I '4 Int Bath Model Residential I Floor Typical ( Rooms 2 Full-1 Half i eas g I Heat ypi —I Total� I aMT Grade Avera e Type T ICaI Rooms 8 Rooms Heat Found- 41 Stories 1 Story I Fuel Oil I ation Typical £F Gross Area 3694 I Permit History http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8310 7/17/2015 Parcel Detail Page 2 of 3 IIIssue Date I Purpose I Permit# I Amount I Insp Date I Comments II • Visit History Date Who Purpose 8/11/2014 12:00:00 AM Lisa Henderson In Office Review 7/16/2013 12:00:00 AM Lisa Henderson In Office Review 7/20/2012 12:00:00 AM Pamela Taylor In Office Review 7/19/2011 12:00:00 AM Pamela Taylor In Office Review 7/15/2010 12:00:00 AM Michele Arigo In Office Review 7/17/2009 12:00:00 AM Karen Perry In Office Review 3/12/2007 12:00:00 AM Paul Talbot Cyclical Inspection 2/25/2000 12:00:00 AM IPaul Talbot Inspection Refused - Sales History Line Sale Date Owner Book/Page Sale Price 1 11/3/1979 CROCKER,JAMES D&MARGARET E 12850/145 $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2015 $107,300 $61,100 $42,600 $226,800 $437,800 2 2014 $107,300 $61,100 $43,400 $226,800 $438.600 3 2013 $107,300 $61,100 $44,000 $238,500 $450,900 4 2012 $111,200 $57,600 $41,300 $283,400 $493,500 5 2011 $161,500 $18,900 $37,500 $283,400 $501,300 6 2010 $161,400 $18,900 $38,600 $299,200 $518,100 7 2009 $192,300 $28,100 $28,800 $224,700 $473,900 8 2008 $173,100 $28,100 $28,800 $240,700 $470,700 10 2007 $171,500 $28,100 $28,800 $240,700 $469,100 11 2006 $158,000 $28,100 $29,600 $263,100 $478,800 12 2005 $145,800 $27,900 $30,400 $242,000 $446,100 13 2004 $118,500 $27,900 $30,800 $210,500 $387,700 14 2003 $110,100 $27,900 $31,600 $138,000 $307,600 15 2002 $110,100 $27,900 $31,600 $138,000 $307,600 16 2001 $110,100 $27,900 $31,600 $138,000 $307,600 17 2000 $83,200 $26,300 $6,600 $84,300 $200,400 18 1999 $83,200 $26,300 $6,600 $84,300 $200,400 19 1998 $83,200 $27,100 $6,600 $84,300 $201,200 20 1997 $131,600 $0 $0 $61,300 $219,700 21 1996 $131,600 $0 $0 $61,300 $219,700 22 1995 $131,600 $0 $0 $61,300 $219,700 23 1994 $115,900 $0 $0 $75,900 $213,700 24 1993 $123,100 $0 $0 $118,900 $265,000 25 1992 $140,200 $0 $0 $129,900 $296,300 26 1991 $140,500 $0 $0 $170,000 $336,100 27 1990 $146,800 $0 $0 $216,400 $388,800 28 1989 $146,800 $0 $0 $216,400 $388,800 29 1988 $91,300 $0 $0 $123,000 $232,600 30 1987 $91,300 $0 $0 $123,000 $232,600 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8310 7/17/2015 Parcel Detail Page 3 of 3 II 31 I 1986 I $91,3001 $01 $01 $123,0001 $232,60011 • Photos r'wr 1 i Ihttp://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8310 7/17/2015 MASSACHUSETTS PROPERTY INSURANCE UNDERWRITING ASSOCIATION Two Center Plaza Boston,Massachusetts 02108.1904 (617)723-3800.Ma Onlv(800)392-6108,FAX(800)851-8424 9/23/2016 Form of Notice of Casualty Loss to Building Under Mass.Gen.Laws,Ch.139,Sec.36 BARNSTABLE BUILDING COMMISSIONER 367 MAIN STREET HYANNIS MA 02601 Re: Insured: MARK HEILALA AND ALYSSA METCALFE Property Address: 298 WILLOW STREET,WEST BARNSTABLE, MA 02668 Policy Number: 1350354 Type Loss: Water Damage: Plumbing Systems Date of Loss: 09/22/2016 Claim Number: 409236 Claim has been made involving loss,damage or destruction of the above captioned property,which may either exceed$1000.00 or cause Massachusetts General Laws,Chapter 143,section 6 to be applicable. If any notice under Massachusetts General Laws,Chapter 139,Section 3B is appropriate,please direct it to the attention of the writer and include a reference to the captioned insured,location, policy number,date of loss and claim or file number. ..j MPIUA Claims Division._ e I O —, �r N r-- c rn CMA00021 seal: GENERAL STRUCTURAL NOTES LATERAL/WALL BRAGGING 4 WALL GENERAL STRUCTURAL NOTES PROVIDE GABLE END BRACING 5HEATH I NG SPEC I F I GAIT I ON5 ..•.� PER TRU55 MANUFACTURER FOUNDATION •DE516N 15 BASED ON THE MA55A6HUSETT5 BUILDING CODE, 8th iaorniq ) EDITION (BASED ON 200q INTERNATIONAL RESIDENTIAL CODE ' o hJ �L •DE516N 15 BASED ON THE MASSACHUSETTS, BUILDING CODE, 8th THIS MODEL HA5 BEEN ENGINEERED TO RESIST .WOOD FRAME ENGINEERING I5 BASED ON NOS, "NATIONAL DE516N �" CT ' 6ABLE END TRU55 EDITION (BASED ON 200q INTERNATIONAL RESIDENTIAL CODE) LATERAL FORGES RE5ULTIN6 FROM „ _ ,uc6542 SHEATHED WITH 05B • FOOTING DE1516N - 2p00 P5F ALLOWABLE SOIL BEARING SPECIFICATION FOR WOOD CONSTRUCTION LATEST EDITION. sco.as��c a? 120 MPH WIND SPEED, EXP. B DESIGN LOADS � ASSUMPTIONS: 9v� Q►src�G��w PROVIDE 2x4 BLOGKIN6 ® PRESSURE IS ASSUMED. BUILDER/GONTRAGTOR MUST VERIFY. ROOF 5NOW = 30 P5F GROUND SNOW, TRUSSES S�oNAvt L 48' 0.G. IN FIRST(3) BAYS •FASTEN 2x4/6 SILL PLATE-5 TO FND WITH A MINIMUM OF 2 ANGHOR5 4 5E15MIG 6ATE60RIE5 A/B. DEAD = 10 P5F T.G., I P5F B.G. cc copyright:MULhtn ui%uLr OF ROOF TRU55E5 GUT TO FIT FASTEN BOTTOM CHORD OF TIGHT BETWEEN TRU55 PER PLATE, 12 MAX. FROM PLATE ENDS - UTILIZING: LOAD DURATION FACTOR = 1.15 Structural Engineering,Inc. GABLE END TRU55 TO DBL. BOTTOM CHORDS • 5/a" DIA. x 8" LONG 51MP50N TITEN HD SCREW ANCHORS ® 4'-0" ENGINEERED DESIGN WA5 COMPLETED PER FASTEN EACH ROOF TRU55 TOP PLATE w/(1) 51MP50N O.G. w✓IS EMBEDMENT I 200Q IBC (SEC. I60Q) $ ASGE 7-05. LATERAL 140 MPH, EXPOSURE B. SEISMIC AB. TO DBL. TOP PLATE W A35 CLIPS ® 36" O.G. • ALL A,NGHOR BOLTS SHALL HAVE 3"x3"x0.22q" STEEL PLATE �- c 51MP50N H2.5T CLIP FASTEN DRYWALL TO WA5HER5 EXT. WALL 5HEATHIN6 5PEGIFIGATION SOIL 2p00 P5F ASSUMED ALLOWABLE BEARING J o PRESSURE (TO BE VERIFIED BY BUILDER) 2x EXT. WALL PROVIDE Ix4 BLOGKING IN EACH BLOCKING w/5GREW5 • ALL LUMBER EXPO5E0 TO WEATHER OR IN CONTACT W/ PERIMETER INT. WALL SHEATHING 5PEG. (SEE PLAN) TRU55 BAY d FASTEN TO DBL. 2x EXT. WALL OR NAILS® 6 O.G. PI _ TOP PLATE w/(3) 3'xO.131" NAILS (SEE PLAN) FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. .1/16" 05E3 OR 15/32" PLYWOOD: �' �; E •BUILDER TO VERIFY GORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE-TREATED FASTEN SHEATHING w/ 2 8"x0.113 NAILS ® 6" O.G. AT GENERAL FRAMING + °' WOOD. CONTACT LUMBER d HARDWARE SUPPLIERS TO GOORD. EDGES $ 0 12" O.G. IN THE PANEL FIELD. (TYP, U.N.0) c`o 93 TYPIGA�L SHEAR TRANSFER •ALL 5HEATHIN6 PANELS SHALL BE ORIENTED • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD z }�, ' O=R=��t�V�H�MHEI64,7OOFCAL GABLE END RAGING DETAIL FOOTINGS SHALL BE PLAIN CONCRETE, U.N.O. VERTICALLY (LONG DIRECTION PARALLEL TO STUDS) CONNECTIONS TABLE OR ON PLANS. ALL NAILS SPECIFIED ARE MIN UP TO 9 I/Z"MAX. (�>OCALI- "_, •CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR- DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HANGER W 19 9/4 -I-0 PAIeALLEL IcRAM1N6 THE FOLLOWING MIN. COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: 2x HORIZONTAL BLOGKIN6 SHALL BE PROVIDED TO NAILS SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS rn o f'c = 3,000 psi: ....... FOOTIN65 SUPPORT ALL UNSUPPORTED PANEL E06E5 4 EDGE FOR MAX CHARTED CAPACITY. NOTE: HAN6ER5 USE COMMON NAIL = m CO 3,500 psi: ....... 6ARA6E SLAB ON GRADE FA5TENIN6. DIAMETERS NOT TYPICAL FRAMING GUN NAILS. }• fy = 60,000 psi • ALL EXT. WALL5 SHALL BE CONTINUOUSLY SHEATHED a) •ALL GONGRIETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 AND ARE CONSIDERED SHEAR WALL5. • EXT.��BEARIN6WALLS� SHALL BE 2x4 OR 2x6 (AS 5HOWN ON PLAN5) ;o THAN 53b OR MORE THAN 7% AIR ENTRAINMENT. • 3 0 16 O.G. 5PF STUD GRADE LUMBER, OR BETTER, U.N.O. CDca ALT. STAPLE CONNECTION SPEC: 1 /4 I6 6A 5TAPLE-5 • WALL5 OVER 12 TALL SHALL BE PER PLAN. • ALL FOOTINI65 SHALL BEAR BELOW FROST LINE (TYP) OR 12" MIN. IN (�/6" GROWN) ® 3" O.G. AT E06E5 4 o b" O.G IN FIELD. .ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 2x EXT. WALL = -"-"-"-"-"-"-"-"-`-%-" SHEAR WALL WITH EDGE RE61ON5 WHERE CODE FR05T DEPTH 15 NOT APPLICABLE. GON50LT HEM-FIR #2 (HF) LUMBER, OR BETTER. SUPPORT ALL HEADERS/ (5EE PLAW 2x P.T.SILL PLATE " -- -TJ- - - - - T1 �r NAILING 3 BLOCKING PER PLAN SOILS REPORT OR BUILDING DEPT. FOR MINIMUM DEPTH BELOW P3 3° O.G. EDGE NAILING BEAMS W (I) 2x JACK STUD 4 (1) 2x KIN6 STUD, MINIMUM. (5EE PLAN) - - - - AN FASTEN SHEATHING TO SILL - -11 - - - - 1 1 1 1 GRADE - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE PLATE PER EXT. WALL/ GARAGE SLAB 1 1 SIW50N 6514 STRAP • FOOTIN65 AND 5LA65 ON 6RADE SHALL BEAR ON VIR61N 501L OR •AT DE516NATED AREAS - FASTEN PANEL EDGE5 OF NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. SHEARWALL EDGE NAILING 497 (SEE FLAw GENTERED AT CORNER OF c 5% GOMPAGTED FILL. WOOD STRUCTURAL WALL 5HEATHIN6 TO FRAMIN6 vw/ REQUIREMENT5(5EE PLANS) a - - - I I I I OPENING W%)22°x 0.131" . 2 3-" x 0.113" �� ' ALL FRAMING LUMBER SHALL BE DRIED TO 153b MG (KO-15). I NAILS(38"MIN LENGTH) PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB 8 NAILS 0 3 O.G. NO STAPLE ALTERNATIVE M&K project number: ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY AVAILABLE AT TH15 SPEC. ALL 5HEATHIN6 PANELS 2x4 HORIZONTAL FLAT TO DEVELOP. SHALL BE ORIENTED VERTICALLY (LONG DIRECTION •ENGINEERED LUMBER BEAMS TO MEET OR EXCEED THE FOLLOWING: 1 79- 1 70 1 0 _ DOOR x I I BLOCKING. • JOINTS SHALL BE LOCATED 0 10'-0" O.G. (RECOMMENDED) OR PARALLEL TO 5TUD5) AND INSTALLED FULL HE16HT OF ' 'LVL' - Fb=2600 p51; Fv=285 psi; E=2.Ox10�6 psi n T OPENING .1 I I, INSTALL 2 BAYS IF FIRST 15'-0" O.G. (MAXIMUM) SHEAR WALL - OR - 2x HORIZONTAL BLOGKIN6 ' ENGINEERED LUMBER P05T5 TO MEET OR EXCEED THE FOLLOWING: project mgr: BSM 5TW 15 LESS THAN I6 FROM SHALL BE PROVIDED TO SUPPORT UNSUPPORTED • 'LVL' - Fb=2400 psi; Fcll=2500 psi; E=I.Sx10�9 psi • JOINT GRID PATTERN SHALL BE AS OL05E TO 5QUARE5 A5 VIA. A.B. w/ EDGE OF WINDOW OPENING. drawn by: EF' 3"x3"xYa" PLATE 4� POSSIBLE (l:l RATIO), WITH A MAXIMUM OF 1:1.5 RATIO PANEL E06E5 AND 3 O.G. ED6E FASTENING. . FOR 2 rl: 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WA5HER5® 4'-0" D.G. w'(MIN) 19'(MwJ • CONTROL JOINTS SHALL NOT BE INSTALLED IN 5TRUGTURAL WITH 3 ROW5 OF 3"4.120" NAILS 0 8" O/G OR 2 ROW5Y4"x3/2" issue date: `j 0- 1 3- 1 7 ' 51MP5ON 5D5 SCREWS (OR 5�1/2" TRU55LOK 5GREW5) 0 16" OIG. USE SLABS N0- 5 A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. REVISIONS: REQUIRED ONLY®OPENINGS AS SPECIFIED ON PLAN. • DIMENSIONS BY OTHERS, BUILDER TO VERIFY. • STRAPS TO BE INSTALLED ON EXTERIOR FACE OF REFER TO LATERAL BRACING DETAIL SHEET. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE SHTG. 3 MAY E I MOPED D FROM EDGE F ALLOW •CONCRETE IMA50NRY UNITS (GMU) SHALL BE ASTM GqO WITH A MIN. "NUMBERED" �� „ " date: initial: NUMBERED DETAILS ARE REFERENCED ON TOP 8 BOTTOM NAILS/SCREWS 2 FROM EDGE. SOLID 3Y2 OR 5Y4 FOR DOOR NAILING COMPRESSIVE 5TREN6TH OF Ig00 psi (F'm=1500 psi). MORTAR SHALL PLAN BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 8 2x8 BE A5TM C210, TYPE 5. GMU DE516N PER AGI 530 $ 550.1. • DE516N A55UME5 16' O.G MAX. STUD 5PAGIN6, U.N.O. MEMBERS. •GMU FOUNDATION WALL5 SHALL HAVE 'OUR-0-HALL' HORIZONTAL JOINT REINFORCEMENT (OR EQUAL) - g GA. MINIMUM 0 16" O.G. •ALL STRUCTURAL PANELS ARE TO BE DIRECTLY TYPICAL SHEAR TRANSFER DETAIL � TYPICAL EXT. JNALL 4 INT. APPLIED TO STUD FRAMING. ROOF FRAMING MEK 51ND.-MAY 2012 SHEARAALL OPENING ELEVATION •PRE-MANUFACTURED PANELIZED WALLS: 3 @ EXTERIOR WALL Al WALL: NTS FASTEN T06ETHER END 5TUD5 OF WALL PANELS -, •ROOF SHEATHING SHALL BE 1/16" A.P.A. RATED 5HEATHIN6 24/16 SCALE: 3/4"=I'-0• SHEATHED w/ 055 OR PLYWOOD A5 FOLLOWS EXPO51JRE I (OR APPROVED EQUAL). FASTEN TO FRAMING MEMBERS PI SHEAR PANELS - 3" x 0.120" NAILS 0 6"o.C• - w/ 2 2" x 0.131" NAILS 0 6"o.c. 0 PANEL E06E5 t 0 12" O.G. FIELD. P2 4 P3 SHEAR PANELS - 3" x 0.120" NAILS 0 4"o.c• - 42 2 e" x 0.120" NAILS 0 4"o.c. 0 PANEL ED6E5 4 0 6" O.G. FIELD. INDICATES LOCATION AND EXTENT OF - W2 e" x 0.113" NAILS 0 3"o.c. 0'PANEL E06E5 s 0 6" O.G. FIELD. 5HEARWALL WHIGH REQUIRES 5HEATHIN6 • FASTEN EACH ROOF TRU55 TO TOP PLATE w/51MP50N H2.5T CLIP AND/ OR FASTENING 5PEGIFIGATION5 (OR APPROVED EQUAL) 0 ALL BEARING POINTS. PROVIDE (2) H2.5T BEYOND THAT OF STANDARD CONSTRUCTION CLIPS AT 2-PLY GIRDER TRUSSES, (3) H2.5T GLIP5 AT 3-PLY 61RDER TRUSSES 8 ROOF BEAMS - AT ALL BEARIN6 POINTS. INDICATES HOLOOWN • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. MW STND.-MAR 2016 FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • ERECT AND INSTALL ROOF TRUSSES PER WTGA d TPI'S BG51 I "GUIDE TO 6000 PRACTICE FOR HANDLING, INSTALLING � BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." MtK STND.-MAR 2016 Al W w Q (D Cb W J x U w Q Lu w z sheet: 3 0' T 2' 12' 2' T Building Specifications 12 12 DI N It N Foundation attachment: 4 4 24x36 Window with 2436 Window with -Pressure treated sill plate ' single jack studs and single jack studs and _ ?______________________doukl-e 2x6 headers "Z double 2x6 headers -5/8"Anchor bolts 4'O.C. SD-1 SD-1 Walls: 2x4 wall framing at 16"LOW HIGH BLOCKED PANEL EDGES O C.W/ o - + -12"Overhang I N a X Double top header -Vented soffit li N o j -DOUBLE bottom plate o P3 II -7/16"Painted DuraTemp siding with ® � m F n battens N o Roof: 2 HIGH -Engineered trusses 2'O.C. ,v { aCD 7/16"OSB sheathing I li p -15 lbs. Felt paper = = =9 MMT = 0 H( H 4 j IX -30 Year architectural shingles - - -- -- ---- -----------i W ti -Vented ridge vent wo SEE I 22X LOW D Special Note: 4 DETAIL I a N 3 If a knee/stem wall is added on top of M � - ---------------------- A/SD-1 i n ® p-1 the pad charges will apply. Please + ' I speak with Sheds Unlimited about the Concrete pad prepared according to local codes w ? R.O. need before pouring the pad. I C 3 �" CD I I I N LOW ; a Up _ � ; CD (! m in xm n LOW HIGH 0. y O I. a ,cs 3 1 2A SD-1 SD-1 I -e� -------------------------------------, 3'Entrance door with single jack 1 I studs and double 2x6 headers 3' 3' 2 4' 3 0' Sheds Unlimited Customer: Drawing Revisions Drawn By: Page No: 281 White Horse Road Mark Heilala Floor Plan Kyle Zook Gap, PA 17527 298 Willow St Scalearage-Date: Phone: 717-442-3281 Barnstable,MA 02668 3/16"to 1' 9/14/2017 office@shedsunlimited.net Job Number. 16308 Ply: 1 SEON:746613/T5 COMN CusC R8697 JRef:1W4G66970013 Job Number: 16308 Ply: 1 SEON:746615/T8 GABL Cust:R6697 JRef:1W4G66970013 Sheds UngrNtedRulark Heilala Oty: 14 FROM: DrwNo: 265.17.1003.10170 Sheds Unlimited/Mark Heilata Oty 2 FROM: DrwNo: 265.17.1003.25140 30'YEAR ARCHITECTURAL Truss Label: 30A/ConV26/412 CAT / BAF 09/222017 Truss label: 30A/Gab/26/412 CAT / BAF 09/22/2017 • SHINGLES IT 26. 15 LBS FELT PAPER r 13' 13' 6'10"14 13' 1 19'1"2 26' e 1o"1a I' e'1"2 61`2 6 to`14 F-3' ____�_ � !STRONG-TIE N 7 16" OSB SHEATHING >e Sxe ;STRONG-TIE / 5X8 H IH2.5T HURRICANE T D I 12 T CUP EACH TRUSS ENGINEERED TRUSSES ® 24" O.C. 4 � 12 4 ca ..2E " WOOD MEMBERS TO BE S.P.F. I: 26'-0 #2 OR BETTER v ;r B N A O A B F G t V � i :X1 0 -6DOUBLE TOP PLATE oi4x12(B7R) U -4x12(B7R) 2-2X12 LENGTH 2--212 LENGTH =H0308 =4X12(B7R) =4X6 �H0308 m4X6 <-4x12(7R) 26' ----- --------------- -------------III III------------------------------ I t10'8 8'11`4 5012 3'012 , 8'11"4 10"8 - ,*,-- --------------- ---------•*+,---•*m------------------------------ _ III __ III III_ I I I 8'1 l"4 14' 1T0`12 ' 26' c ----a c�=- -ass--inn-- 10"8 26' 10"8, IIII - IIII- III IIII F iiiiF' s s iiii till 2X4 STUDS ® 16" O.C. W/ BLOCKED PANEL EDGES 26' HV r71�t r-r l r-r r-rIIIILoading Criteria(psf) Wlnd Criteria Snow Criteria(Pp.Pf in PSF) Doff/CSI Criteria ♦Maxlmum Reactions(Ibs) Loading Criteria(psf) Wind Criteria Snow Criteria(Pp,Pt In PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or a=PLF IIIITCLL: 34.00 WindStd: ASCE7-10 Pg:40.0 CL1.2 CAT:II PP Deflection in loc L/defl L/# Loc R /U !Rw 1 Rh I RL /W TCLL: 34.00 Wind Std: ASCE 7-10 Pg:40.0 Ct:1.2 CAT:11 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W a'-Y IIII III r_2- I111 TCDL: 10.00 Speed: 120 mph Pf:33.6 Ce:1.0 VERT(I-Q: 0.180 H 999 240 B 1508 /247 /626 /- /93 18.0 TCDL: 10.00 Speed: 120 mph Pf:33.6 Ce:1.0 VERT(LL): 0.002 P 999 240 B- 129 /16 /52 /- /7 /168 IIIII STRAP LENGTH STRAP LENGTH II I II I I'll STRAP LENGTH IIII IIIII IIII III IIII BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.393 H 999 180 F 1508 /247 /626 /- /- 18.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.004 P 999 180 U• 135 /22 /53 /- I- /144 s s IIIII IIIII IIIII IIII Risk Category::: Risk Ca It M f` nnl Jill: IIIII IIII 5/8" DIA. X 8" LONG TITEN HD'S W/ 3" X 3" BCDL: 10.D0 Snow Duration:1.15 HORZ(LL): 0.055 H - - Wind reactions based on MWFRS BCDL: 10.00 �ry� Snow Duration:1.15 HORZ(LL):-0.001 AA - - Wind reactions based on MWFRS I Nil; IIIII IIIII n ll • � " Des Ld: 54.00 EXP:C EXP:C HORZ(TL):0.088 H B Min Brg W dth Req= 1.9 Des Ld: 54.00 HORZ(TL):0.001 F - - B Min Brg Width Req= - NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor.2.0 F Min Brg Width Req- 1.9 Mean Height:15.00 ft n1I I x Jill: IIIII n II HERS ® 4-0 O.C. TCDL:3.0psf NCBClL:10.00 TCDL Code/MiaeCriteria Creep Factor.2.0 U Min Brg Width Req= - :till O Iilii IiiII �I ill: 12" FROM CORNERS, AT LEAST (2) BOLTS PER BldgCode: IBC 2015 Res Max TC CSI: 0.549 Bearings B 8 F Fcperp=565psi. Bearings B&U are a rigid surface. IIIII IIIII I IIII IIII Soffit: 2.00 BCDL•3.0 psf Soffit: 2.00 BCDL:3.0 psi Bldg Code:IBC 2015 Rea Max TC CSI: 0.053 SILL SECTION GROUT CELLS SOLID Load Duration:1.15 MWFRS Parallel Dist 0 to h2 TPI Std:2014 Max SC CSI: 0,620 Load Duration:1.15 MWFRS Parallel Dist 0 to h2 TPI Sid:2014 Max BC CSI: 0.035 IIIII 1III I I II II IIII Members not listed have forces less than 3759 Members not listed have forces less than 375# IIIII I IIII I 11 I I Jill Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.449 Spacing:24 0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.069 IIIII IIII III IIII 2X4 PLATE Maximum Top Chord Forces Per Ply(Ibs) , „ IIIII IIIII , „ IIII Loc.from endwall:Any FT/RT/PT:2(0)2(2y2(0) Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT/PT:2(0y2(2y2(0) :iiii 1 Q -0 Jill: IIIII 1 Q -Q nil 2X4 TREATED BOTTOM PLATE IIII IIII IIII IIII GCpi:0.18 Plate Type(s): -- - - GCpi:0.18 Plate Type(s): IIII IIII IIII IIII Wind Duration:1.60 WAVE,HS VIEW Ver.17.01.01A.0723.13 B-C 1112-3393 D-E 1009 -2919 Wind Duration:1.60 WAVE,HS VIEW Ver 17.01.01A.0723.13 IIII IIII IIII IIII " C-D 1009-2919 E-F 1112 -3393 IIII IIII n'I uu APPROX. GRADE SLOPED 1 2 Lumber Lumber 00 nn nu nII un PER FOOT AWAY FROM BLDG. IIII IIII III IIII Top chord 2x4 SPF 21001'1.8E Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SPF 2100f-1.8E ull IIII IIII IIII Bot chord 2x4 SPF 2100f-1.8E Sot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SPF Stud -1 i- Pudlna B-J 3151 -981 I-H 2O96 -613 0 J-1 2096 -613 H-F 3151 -985 Plating Notes I_ r C 3O w 4 3500 PSI CONCRETE In lieu of structural panels or rigid telling use pudina All plates are 1.5X4 except as noted. - i I J to laterally bSPcei chords in a)follStwa�ft) End(ft) Purlins II� 4" CRUSHED STONE _ M �m�o Maximum Web Forces Per Ply pbs) TIC 24 -0.88 26.88 Webs Tens.Comp. Webs Tens. Comp. " o v o0 BC 120 0.15 25.85 In lieu of structural panels or rigid ceiling use punins 8 CMU W/ TYPE S MORTAR Apply puriins to any chords above or below filters C-J 3D7 -789 D-H 1044 -245 to laterally brace chords as follows: at 24"OC unless shown otherwise above. J-D 1043 -245 H-E 307 -789 Chord Spacing('n cc) Start(ft) End(ft) TC 24 -0.1 26.88 8 SECTION A MIN. 16" X 8" 3000 PSI Loading ly 120 0.15 25.85 Apply puriins to any chords above or below fillers CONCRETE FOOTER Bottom chord checked for 10.00 psf non-concurrent at 24"OC unless shown otherwise above. bottom chord live load applied per IBC-15 section ON 95% COMPACTED FILL 1607. Loading Truss designed for unbalanced snow toads. Bottom chord checked for 10.00 psf non-concurrent OR VIRGIN SOIL bottom chord live load applied per IBC-15 section Wind 1607. Wind loads based on MWFRS with additional C&C Truss designed for unbalanced snow loads. member design. _ Wlnd o t•;.� Wind bads based on MWFRS with additional C&C A` r member design. Y` 4 - Additional Notes STRUCTURAL See DWGS A12015ENC101014,GBLLETIN1014,R '' S'fRUCTURA.L r'j No.45GU6 GABRST101014 for gable wind bracing and other 1 Q ado.45u06 �/ requirements. �F 1STC�� ff `" 09/22/2017 09/22/2017 1 /4 1 I - 0 '•WARNING•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care In fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of PCSI(Building Trusses req Ire extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building »omponent ggafety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary ComnenttiSafety Information,by TPI and SBCA)fo'r safety practicets pnor to performing these functions. Installers shall provide temporary bracm per SCSI.,Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a progeny bracing per idCSI.,Unless noted otherwise,top chord shall have properly attached structural sheathing and botto,,aghorI anal'havea progeny24" attach�d rigid ceiling :cations shown for rmanent lateral restraint of webs shall have braang installed per SCSI sections B3,B7 or H10, attached n d ceiling Locations shown for rmanent lateral restraint of webs shall have bracing installed per E 51 sections B3,67 or 810, X 3 6 PAPER as applicabe. Apply ales to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to as appicab�e. Apply afates to each face.at truss and position as shown above and on the Join fDetails, unless noted otherwise. fZefer to drawings 160A-Z for s ndard plate positions. ALPINE drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin CComponents Group Inc.,shall not be responsible for any deviation from this drawing,any falture to build the µ, Alpine,a division of ITW BuildincI CComponents Group Inc.shall not be responsible for any deviation from this drawing.a failure to build the truss'n nformance Wdt ANSI�PI 1,or for handlin ahippin ,installation and bracing of,trussesA scan on thip drawirdSg or over pa a 13723 Riverp:rt Drive truss In conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA eal on this drawi g or over p@ge 13723 Riverport Drive listing t is drawing indicates acceptance of pro)'essional englnserin9 responsibility solely for the deal n shown. he su tillity listing this drawing Indicates acceptance of proteaslonar engineering resporlslbili�y solely Seal the design¢hown. he suitablllty 10/ 13/ 17 and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 See.2. Suite 200 and use of this drawing for any structure Is the responsibility of the 8ullding Designer per ANSIITPI 1 Sec. Suite 200 For moro-foinrtion see this' b's general notes a end these web sites,ALPINE www.al neitw.com•TPI:www. nal o :SBCA:wwwsbeindust .com;III wew.ieess Maryland Heights,MO 6304 For mare mlommlion see this II eneial notes a and these web sites"ALPINE'w•ww.al noitw.com:TPI:www t nst o ,SBCA:www.sbcindusl coin]CC:www.lcesefee Maryland Heights,MO 6304