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0005 RED LILY POND ROAD
�������� I Town of Barnstable -Building �4 �` YO ,"' � °. ,"•- ^� A�,�".n�v .�.�.r y, ' ..: y &+�".".. .' „ '• ,x E„� £ � 3'3k5 ex+.A• /}.' � Post This Card So That�t',is Uis�ble,From the Street Approved Plans Must be Retained on Job and this CardMust".be Kept M" & Posted Until+Final Inspect�on��Has�BeenMade �£ � s Where a Certificate of,Occupancy. srRegmred,such Bwldmg shall Not be Occupied,unt�l�a Final Inspection has been made w Permit ' Permit NO. B-19-915 Applicant Name: ELWORTHY, DAVID E&SUSAN Approvals Date Issued: 04/08/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 10/08/2019 Foundation: QS 0 -.:I, / � Location: 5 RED LILY POND ROAD,CENTERVILLE Map/Loth, 227 042 Zoning District: CBDCRNB Sheathing: Owner on Record: ELWORTHY DAVID E&SUSAN t Contractor Narne -'A, Framing: 1 Z�1iSc ' Contractor License: Address: 5'RED LILY POND RD n �,'�� � 2 Est P-54"roject Cost: $ 10,000.00 CENTERVILLE; MA 02632 == ." Chimney: Description: . 10x14 Screen Porch attached to existing house wall access=by door Perrnrt Fee: $ 101.00 from the deck. ,' Paid,.,' Insulation: Fee Paid $ 101.00 to Date 4/8/2019 Final: (0//71/� Project Review Req: a Plumbing/Gas ` 'JL a Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized,by this permit is�comir ence-d'witihin six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application-!. pplication and the�approved construction documents for whicF this permit.has been granted. All construction,alterations and changes of use of any building and structuresshall be in with the local zoning by laws,and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access sheet orroad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same: s final Gas: The Certificate of Occupancy will not be issued until all applicableing a signatures by the Buildnd Fire Officials are,p ovidedfon ihis permit. Electrical Minimum of Five Call Inspections Required for All Construction Work r , Service: 1.Foundation or Footing �� 44 `' 2.Sheathing Inspection Rough: 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. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property o Final the APPLICANT—ISSUED RECIPIENT .: . : I _ Application Number.. 1. J................ * * BARNSPAl= + MASEL g Permit Fee.......................................Other Fee....... ....... a6 FO Mfg A Total Fee Paid ................. .J. t........................ ...... TOWN OF BARNSTABLE Pemut APProval by...: BUILDING PERART Map.......... .... ......Pareel.......... ............ APPLICATION r Section I -Owner's Information and Project Location - Project Address `C�• Village �,s2 w -�-e � ts, � 1 4—:;,— Owners Name es r Owners Legal Address 5 city, _C� .���- ,i, State zip d Owners Cell#S �� E-mail � 'S2 q- e o C Section 2 —Use of Structure _ _ ,-� Use Group ❑ Commercial Structure over 35 00 cubic"het > ❑ Commercial Structure under 35, 00 cubiHeet Single/Two Family Dwelling Section 3 —Type of Permit WIN .,� New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ® Sprinkler System ❑ Addition ❑ Retaining wall ❑ . Solar ❑ Renovation ❑ Pool ❑ Insulation Other-Specify. Section 4 - Work Description Last undated: 11/152018 Application Number.................................................... Section 5—Detail zf Cost of Proposed Construction gX 0®O Square Footage of Project r Age of Structure k VtriO Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) �--� 110 MPH Wind Zone Compliance Method ® MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal' ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No - Section 7—Flood-Zone Flood Zone Designation Ald Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use gJ=nme-r aaY,,� Lot Area Sq.Ft. °t �6 Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) I Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Last updated: 11/15/2018 Q. APPlicationNumber ... 'y �. nst sor Section 9 Co ruction Supervi Telephone-NumberName G :; c44, Address �s 1�,Ink, i ;("l' �` c.,r'°/ p� Crty ei+.41 1 r rr e �1 C State r t Zip '� ; License Number License Type Expiration Date Contractors;Email r� , f� �+�. ; ,»� '.,b '`. Cell.# 4 _ t r I understand my responsibilities under the roles and regulations=for Licensed Construction Supervisor in accordance with 780. CMR.the Massachusens'.State-Building Code.'I understand the constriction inspection procedures,.specific inspections and ,- documentationrequired by 780 CMR and the Town of Barnstable:Attach a copy of your license ;i Date Section 10-Home Ymp ement Contractor, y . Name . Telephone Number Address . city ' State. Zip Registration Number Expiration Date CMR e n ection' rocedures ., I understand my_ sponsibihties under;the rules and regulations for Home Improvement Contractors in.accordance with 780 f r,- , . g„ construction.msp p 'specific inspections and _ documentation ra uired+b 8 CMR d the Town oe Bamstable Attach a:co of our H LC ; q Ypy Y Signature Date t. : Section 11 -Home 0ners.License,Exemption Home Owneis-Name: Telephone Number1 Cell or Work;Number' g` 3 I understand my:responsiliilitie`s'underaherules and regulations'for Licensed Construction Supervisor.in'accordance with;780 CMR the.Massachusetts,State Building Code: I understand thI`construction inspection procedures,specific inspections and ' documentation required by 780,CMR and the Town of Bamstatile y a a T _ Si Date 3 Signature •Date .2 Print Name. I .Jr ��`�( . ' �./ �" :'. . Telephone Number ' �:1,. E-mail.permit to -� h - Last updated.11%152018 '" Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval, Section 13— Owner's Authorization as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name a Y Last updated:11/15/2018 Barnstable Bld .Dept. m i Approved by: r f Permit#: V' VI � � ems.�xo-�', m�� � o�,—�=--m . ,�� •'`�. - E ;i �• � ? s' / �. <R, J V? ca w r, V . n !I qq _._..._._.___._.._.__---___._-___._..__. �F C� AR ok i T` E IIZ i E � . ./ .� rl • ;i e i ,f �o� l6+ G �- �.a v <49 4� H2.5A �7 )t�o 12-a A Raft Cabrio a LUS f A - J t - 8d 131 x 21h") xis .__ � I•. _.> " P }} - I V IN ag r _ �v i c M 10d for 2x. v single �` rs 10d para un solo 2x 16d for ?� (0.148"x 3'). all others. 16d para t •. ! los demas _ i off° Q o W . o LOT AREA J x' 29,900 f SF E* Vie` o PROPOSED r. o .op ADDITION `. P) N Qi G Q tk 37 -ICY �61 PROPOSED y5 tiw N ADDITION DIMENSIONS o rn 77 TAlt_.- 0%0 �► n+ N•T•5. DCE #11-196 BUILDING PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, 'NOT. FOR ANY OTHER USE LOCATION 5 RED LILY POND ROAD PREPARED FOR: CENTERVILLE, MASS. DAVID ELWORTHY SCALE 1" = 40' DATE AUGUST 9, .2011 REFERENCE ASSESS. MAP 227 PCL 42 PB 76 PG 1 � g� 1 HEREBY CERTIFY THAT THE STRUCTURE G:�4NIEL SHOWN ON THIS PLAN JS LOCATED ON THE 0 A. GROUND AS SHOWN HEREON. OJALA No.A0980 . e qC SU R down cope engineering, inc. CIVIL ENGINEERS / LAND SURVEYORS DATE REG. LAND SURVEYOR 939 Moln Street - YARMOUTHPORT, MASS. i r, a.�. rot V '" t 3, � s K t jj -__._._.-__ ! r .. I < i era � 1 i I i i f R VJig f } 1 OAS ^ 1 / r r � r g d i { t ' 'f� f i s { t k #f � /o� � a Town of Barnstable *Permit# y Expires 6 months from issue date XaPRESS PERMIT Regulatory Services Feer -- Thomas F.Ceiler,Director HP 2 5 2012 Building.Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 TOWN OF BARNSTABLE www.town.barnstable.ma.us Office: 508-862-4038 - Fax: 508-790-6230 EXPRESS PERNIIT APPLICATION RESIDEN'TLAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 1. O Property Address i V 1 1 Il V 1 1 Ill Y t I�>y i Residential Value of Work 4 Vl 1q .V ainimum fee of$25.00 for work under$6000.00 Owner's Name&Address p�Vt C d- u�aa 1 JrKU (/( 1 Contractor's Name Telephone,Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) qq ❑Workman's Compensation Insurance Ch one: [N Ikam a sole proprietor ❑ I am the Homeowner ,. ❑ I have Worker's Compensation Insurance - Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) 14e-roof(stripping old'shingles) All construction debris will be taken to IJ n �S ❑Re-roof(not stripping, Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value „. (maximum.44) *Where required: Issuance of this permit does not exempt compliance xrith other town departrnentrcgulations,i.e.Historic,Conservation,etc. ***Note: Prope weer t sign Property Owner.Letter of Permission. A c y of the Ho e Impr e t ntractors License is required. GNATURE. .Q:Forrns:expmtrg Revise061306 r YHE, o Town of Barnstable. " Regulatory Services i BARNSTABLE, + y MS& Thomas F. Geiler,Director �"lEn 1639, Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,Na 02601 "w.town.barnstablb.ma.us Office 508-862-4038 Fax: 508=790-6230 Property �1e]C Must Complete and Sign This Section If Using A Build-eD&V�d as;Owner of the subject property. herebyauthorize =, r n act my�b to o eh • alf, in all matters relative to work authorized by building permit application for: (Ad ss of Job) Zg�nature er Date �IVJ Print Name QToE_MS:OWNERPERMISSrort , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map-2 g77 Parcel L015 �- Application # Health Division Date Issued 9_-f� Conservation Division Application Fee 0 Planning Dept. • 4 Permit Fee Date Definitive Plan Approved by Planning Board $�l{ y Historic - OKH _ Preservation / Hyannis Project Street Address L iLy /qk - fib, Village C_60471ZVVl LIB% Owner ,bAVt.b SQ5-,4Ad CC VIO KI Y r Address t—�- Telephone 508 -7 ' 8b/b Permit Request /a k 1,g Ab&1OiJ ARIb 1A X to 60MP OUT �S(pl Q •. Square feet: 1 st floor: existing proposed l83 2nd floor: existing proposed Total new Zoning District 036 CRA19 Flood Plain Groundwater Overlay Project Valuation 66"000 Construction Typel®o. " Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family. ❑ Multi-Family (# units) Age of Existing Structure 6.3 A25, Historic House: ❑Yes Yo On Old King's Highway: ❑Yes U(No Basement Type: q Full Y 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 7 new <5 First Floor Room Count Smt� Heat Type and Fuel: wGs Li oil ❑ Electric ❑ Other Central Air: ❑Yes l�d'I�Jr!ao Fireplaces: Existing INew Existing wood/coal stove: ❑Yes 62f No Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: CTexisting ❑ new size _Shed: ®'existing ❑ new size _ Other: a --� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ t /� �y W Commercial ❑Yes Nl o If yes, site plan review # y Current Use -ec5 J b(%I T/A L, Proposed Use i w .c rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name !E 0CiC�ILL. !q V ZGr Telephone Number Address 43 89!17Ley License # S 0 2 5- 7-ko �V I bu—:- Home Improvement Contractor# D 89) ! 'n :X(0 3 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 'r iF r FOR OFFICIAL USE ONLY :c APPLICATION# t; • DATEISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER.. � I ;F3 , DATE OF INSPECTION: s ti FOUNDATION ZLy Lt ' FRAME S)4 9 I741 1 ON11, 0 101s1ll I INSULATION COV /01,00Y FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL F - . f GAS: ROUGH FINAL FINAL BUILDING d Z/LTV Z r _ I kl- DATE CLOSED OUT ASSOCIATION PLAN NO. MORTGAGE INSPECTION PILAF Alk O S TO N 03-02421 ♦SUR E Y, INC. P.O.Box 290220 Charlestown,MA 02129 (617) 242-1313 MAIN (617) 242-1616 FAX APPLICANT. EL.WORTHY DEED/CERP 6631-277 LOCATION: 5 RED LILY POND ROAD PLAN REF: 76-1 CITY, STATE. CENTERVILLE, MA LOT CONFIGURATION BASED / ON ASSESSORS MAP INSTRUMENT SURVEY RECOMMENED �x i LOT,, LOT 1 \ N \ _SWt D ---- �� o 1 STORY --"---- �/ L=19.00R,-53+1\'- — #5� ---------I 4 � h \ v h�x� —91.33 i-iYANNi3 i"Oi1"°1iI' ROAD 1994(c)Boston Survev SoRware PREPARED: 02-10-2003 SCALE_.- 1 inch =40 feet CERTIFIED TO: COUNTRYWIDE HOME LOANS, INC The permanent structures are approximately located on th �o°�' GEORGE y�� According to Federal Emergency Management Agency ground as shown. They either conformed to the setback la � a maps, the major improvements on this property fall in an requirements of the local zoning ordinances in effect at $ C rn J the time of construction; or are exempt from violation a COLLIKS area designated as Zone 4- _ forcement action under M.G.L. Title VII, Chapter 40 A, No.41784 Community Panel No: .23; ClOe Section 7, and that there are no encroachments of major �9btp�P�� ? Effective Date: improvements either way across property lines except as .�O shown and noted hereon. ti0 NOTE:Zone C is areas of minimal flooding(no shading).This e designation is not based on an elevation certificate. NOTE:This is not a boundary or title insurance survey.This nn was prepared in accordance to procedural and technical standards for Mortgage Loan Inspections as adopted by the Massachusetts Board of Registration of professional engineers and land surveyors,24.:0 CMR 6.05,and use for any other purpose is prohibited.This plan is not to be used for recording, preparing deed descriptions,or construction. 7 XTYC Guide to Wood Canstructfori Ar High Wfi%dAreas:J10 ,niph Wind Zone Massachusetts Checklist for Comoian' ce (no cr%,fRs3oi--2.t.l)1 ch= 1.1 SCOPE Wind Speed(3-sm gust)--------------------- .......---------------------------------------------------------110 mph Wind.ExpDsure Category...._... ................................... &.....................................B Vvrind Exposm Cat*BgDry................Engineering Required For Entire Project........................................C 1.2 ApFiLicABuny Number of Stndes(a roof which exceeds Bin 12 Slope shag be considered a story) stories 9 2 stories V11 Roof Pitch.---.. Mean Roof Height ... ...........-(Fg 2) -------------—------------------"'-1 9 12:12 ..................................—(Fig 2)-------.-----_---_...._....._..__..... -ft.,:9'33- %loe Building Width,W 12 fl: 9 BD' Building Length,L 80' (Fig 3)........................... ............24 • 13uffcfingAspedRaflD(L/W) .................(Fig 4)---------------.........................,2.00*:�3:1 ✓ Nominal Height of Tallest Dpening2 .................._........(Fig 4)....__........_..........._....:_._...._....._. 5 SIB, 1-3 FRAMING CONNECTIONS General.compliance with framing oonnections.. 2). .......__...._._.. .._..................._....._.. '2-1 FOUNDATION Foundation Walls meeting requirements of 78D CMR 5404.1 COAd ....................................................................................... ....................................... Concrete Masonry....;...... ............................................................... .............. 22 ANCHORAGE TO FOUNDAT1ON 1.3 5/8"Anchor BDhs4mbedded or 518"Proprietary Mechanic6i Anchors as an altarnatiVe in concrete only Bolt Sparing-gener-al----------------------------------—;.(Table 4) ----------- in- Bolt Spacing from andrjoint of plate..--------._(Fig 5�).........-- - - ZL 3z in.9 6*-12". Bolt Embedment-concrete.............................-...(Fig 5)................................. in.2-:7- Bolt Embedment 7 masonry.......................................(Fig 5)-:.a............................. 15' Plate Washer-:..--......... ) 7Z ig 5 -------------------------------------------- Yx Yx V.' 3.1 FLOORS Fico' r-framing member spans'checked Tao cMk Chapter*55).............................. Maximum Floor Opening()imen&!Dn---..(Fig . . . V !m .................................. ft--�12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 5).. ................I.................... Maximum Floor Joist Setbacks N . It Supporting Loadbearinig Walls Dr-Shearwall-' ( ig 7)........ 0-7 - F -------------------------- ft :gd Maximum CantilevefBd Floor Joists, Supporting LoadbeaHng Waft"or Shearwali........... 7##ft --d Floor Bracing at Endwalls...........s..................................... ------- Floor Sheathing Type .................................................(per 78D Ch4R Chapter 55).....................S. Floor Sheathing Thickness ..........-----------------------:.--(par 780 CMR Chapter 55)........................1//4 in.Sheathing Fqsbeirhg.............................._........._.._...(Table d nails at e edge/1;:V'in field 4.1'WALLS Wall Height Loadbearing walls-------------------------------------------------(Fig 10 and Table 5).......................... it !CID' NonLoaclbeadng walls .....:.......*-----------------(Fig 10 and Table 5)......................... ft -s2o' Wall Stud Spacing to ............................... (Fig 10 and Table 5)---- ------ ----- in.!;24*a.c. Waif Stacy Offsets ......................... 7 8). . ................................ . ft S d ... .... 42 8KTERl0RWALLe Wood Studs LDadbearing walls.._.._..............................................(Table --------------------------- ftj�Ajn. NonLoadbearing.walls-------------------------------------------(Table 5).............................b�.�-_/Z- X41n. \7 Gable End Yftff Bracing Full Height Endwall Studs............ (Fig 10) ----------- WSP-Atfic;Floor Length '.......... (F........-01. ig I I)........................... ft ZW/3 'Gypsum Ceilling Length(lif WSP not used).-------'.(Fig 11)....................................... and 2 X 4 Continuous Lateral Bra&--@ 6 ft.o.c.-(Fig 11).............................................. ........ bays. or 1 x 3 ceiling filming strips @ I&'-spacing min.with 2 x 4 blocking @ 4 it spacing in end joist or truss b Dcknhh--Inn P'lafix I V .4TVC Guide to Wood Cons&uctioa in H/glr ffrirrd Armu: 110 fnph Wind Zone Massachusetts Checklist for Compliance (7so cmRs3oi.z.I.1)t Loadbearing Wall Connections - Lateral(no.of 16d common nails)..........................>-...(Tables 7)--------------:........................ _._._.:_.. ✓ Nan-Laadbearing Wall Connections Drat(no.of-16d common nails)___..----.-....__.--•----_.(Table 8)....................._........................ _._.. z Load Bearing Wall openings(record largest opening but check all openings for compliance to Table 9) Header Spans .._.__._------ —--------,----.(Table )..__._:......__._.... -----_._..----._. able 9 ____•-----_..__.. & ft ..5 11' SinPlate Spans ................................................(Table 9)................-................_ft—it. IV FL A Height Studs no.of studs ._.._.___.. able 9 . :.........._...... �._ < Non--[mod Bearing Wag Openings(record largest opening but check all openings for compliance to Table 9) Header Spans................ ..__......__.._..._-•-•-.----------(Table 9)-------------------------_--.-a ft 2'C) in.51 1/ SigPlate Spans..............._..........................___.........(Table 9).............._..........._..._ft.. in.512' Full Height Studs(no-of studs)..._.... _---.--____._...(Table 9)........_....................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W Nominal Height of Tallest Opening2 ...................._._....._............................... _ Sheathing (note 4j_._...._.._..............._.___............. ��>C Edge Nail Spacing Y....................:..-.._.----(Table 10 or note 4 if less)...--... in_ Field Nail 5 akin able 10 / in. P 9 _._...._._. . _ : - - R )-----------•-----------------._....__ _ Shear Connection(no.of 16d common nails)(Table 10)...........--:-_- Percenf Full-Height Sheathing._____._......:...(Table 10)----------._-..-....._...._..._ 5%Additional Sheathing for WM I with Opening>6V(Design Maximum Building Dimension,L Nominal Height of Tallest OpeningZ--___.._.........:................•........._.._......._........._... Sheathing Type_.___._. -. -------(note 4)_•------------------------ --- Edge Nail Spacing..__.. __y(Table 11 or note 4 if less)__..._...__....__gyp in. Feld Nail Spacing----------------------- ._...: (fable 2,,in. . - L.,:!, Shear Connection(no.of 16d common nails)(Table 11)............................ Percent Full-Height 5heathin __-_(Table 11 5%Additional Sheathing for Wall with-Opening>6'8'(Design Concepts)-...-_._.__.. ✓° Walt Gadding Rated for Wind Speed?- _.._ - -- ---....................... ..........-............. SA ROOFS Roof framing member spans checked?........... (For Rafters use AWC Span Tool.see BSRS Websfte) 1� Roof overhang ----------------------------------------------(Figure 19) ft s smaller of 2'or Lr3 Truss or Rafter Connections at Loadbeadng Walls Proprietary Connecters Uplift...._.._._._...------•---••----t�_..(7able 12)..•:.Y_.-.........:_..__.__._._.U- ptf Lateral..............._........... __- (Table 12)........................__...___ __ L=j7hpff _lee 12)........_.............. S-- pff �./ Ridge Strap Connections, if collar ties not lased per page 21... (Table 13)......................_......_T= plf Gable Rake Outiooker------------------------:_._...........__(Figure 20)..__......_.. ft s smaller of 2'or U2 'Tnsss or Rafter Connections at Non-Loadbeadng Walls Proprfefary CDnriedws Uplift--_----•-----------------------.._____..(Table 14)----------_------------- U=fi 7 Ib. y Lateral(no.of 16d common nails)_.(fable 14)....................................__L=17.2 61b. Roof Sheathing Type----.._._._:---.-. (per 780 CMR Chapters 58 and�59)............ _ Roof Sheathing Thickness...._...._..._._�....___�:._._:_............._.............__....._...__Ain.in.>7/16-WSP Roof Sheathing Fastening----------- _ __ - -...._......_.(Table 2)_............................................_....._.. Notes: f -1. This che>dklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR-5.30121.1 Item 1. If the checidist is met in its entirely 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_ Comer Stud Hold Downs per Figure 18a and Figure 18b 2 Fxcepfion:Opening heights of up to 8 ft.:shall be permitted when-5% is added to the percent fug-height sheathing. requinerffentssh6wn.in Tables 10 and'T1. _ 3. The bottom sib plate in exterior wags shall be a minimum 2 in..norrtii�a(thickness pressure treated#2-grade R� 'E � � _ _ _ _.__L_ .,,� I _ ---�---� � i - , , 4 \ �a✓ � r� I \ �� � r V J 1 DF'[HETp� , BtRNsi.LH!tiF - MASS. Town of Bar-nstable 9 �p s63q `�� Regulatory Services Thomas F. Geffer,Director Building Division Thomas Perry, CRO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arns table.m a.us Office: 508-962-4038 Fax: 508-790-6230. Property owner Must Coplete and Sign This Section m If Using A Builder I SOS 14 M as Owner of the subject property hereby authorize lyL�lL� i=}C��� to,act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) M Signature of Owner Date Print Name . If Property Owner is`applyingfor permit,please complete the Homeowners reverse side. License Exemption Form on the 6;1uscrsldccollik\AppDatalLocallMicrosoftiWindowslTcmpormy interact Files\Content.OutlooklDDV87AAZ1EXPREsS.doc Revised 072110 II Town of Barnsta'Wa SHE Regulatory Services Thomas F. Geiler, Director ant;nrsntEt.e, _ g� ,% Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, kA 02601 www.town.barnstab le.m a,us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: " JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# , CURRENT MAILING ADDRESS: city/town` state zip code The current exemption for"bomeowners"was extended to include owner-occupied dweilings 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 tie responsible for all such work performed under the buiidin `pemut.�(Section 109..1.1)' -' ` The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations_ k The undersigned"homeownet":cer�tifies that h`e/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner t , 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 EXEMPTTON The Code states that"Any hbnmcowner performing work for which a building permit is fcquired shall be exempt from the provisions of this section(Section')09.1.1-Liccnsing•of construcdon Supervisors);provided that if the homeowner engages It persons)for hire to do sucb work,that such Homeowner shall act as supervisor." Many homeowners who US this exemptioware unaware that they arc assuming the responsibilities of a supervisor(see Appendix Q, RulEs&Regulations for Licensing Cons cdon Supervisors,Sccdon 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 uldmatnly responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as pert of the permit application, that the homeowner certify that he/she understands the responsibilitieg 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 fomJcmification for use in-your community, Q:fon7is:homccxcmpt , REScheck Software Version 4.4.1 Compliance Certificate Project Title: New Addition Energy Code: 2009 IECC Location: Centerville(Barnstable), Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 5 Red Lily pond Elworthy Residence Gene Dussalt ' Centerville,MA 02632 5 Red Lily Pond Rd. 43 Braily Jenkins Rd. Centerville,MA 02632 Centerville,MA 02632 Compliance:6.5%Better Than Code Maximum UA:62 Your UA:58 . The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ME Ceiling 1:Flat Ceiling or Scissor Truss 209 38.0 0.0 6 Wall 1:Wood Frame, 16"D.C. 337 21.0 0.0 14 Window 1:Vinyl Frame:Double Pane with Low-E 80 0.320 26 Door 1:Solid 20 0.270 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 209 30.0 0.0 7 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date i i _ Project Title: New Addition � � / Report date: 07111/11 Data filename:C:\Documents and Settings\Chris Legere\My Documents\REScheck\#8144 Dusaslt.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.270 Comments: A Floors: ❑ Floor 1:All-Wood JoistlTruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. v ❑ Access doors separating conditioned from unconditioned space'are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope airtightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (�)Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall.. Sunrooms: Project Title: New Addition Report date: 07/11/11 Data filename:C:\Documents and Settings\Chris Legere\My Documents\REScheck\#8144 Dusaslt.rck Page 2 of 4 { Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. .v Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to.12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). ". Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or-at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Project Title: New Addition Report date: 07/11/11 Data filename:C:\Documents and Settings\Chris Legere\My Documents\REScheck\#8144 Dusaslt.rck Page 3 of 4 y Cl A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: New Addition Report date: 07/11/11 Data filename:C:\Documents and Settings\Chris Legere\My Documents\REScheck\#8144 Dusaslt.rck Page 4 of 4 i - 2009 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.32 Door 0.27 NA Heating System: Cooling System: Water Heater: Name: Date: Comments: =' MA BOTELLO LUMBER CO.,INC. ' 2011.1 Allowable Stress Design LOAD TABLE DESIGN CRITERIA : MSI:-0.37 NOTE: - - 2'PLIES 1.750 X 7.250 LP LVL295OFb-2.OE VSx: 0.38 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE LOADS SHOWN ARE�FORINPUT LOAD CASE(1)'OTHER LOAD CASES DESIGN CONSISTS OF 2 - PLIES FASTENED - RSI:,0.48 : THE VERTICAL LOADS SHOWN VERIFICATION OF TOGETHER (REFER TO NOTES). FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LOADING,DEFLECTION LIMITATIONS,FRAMING • _ - - FLOOR.LIVE LOAD = 20 PSF" (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) ti METHODS,WIND AND SEISMIC BRACING,AND OTHER _ FLOOR DEAD LOAD- _ 15 PSF - LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD . FROM TO LOAD LDF "• - .FLOOR TOTAL LOAD 35 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM ROOF LIVE SIDE 330 PLF00-00-00 06-06-00 + 1.00 ROOF LIVE LOAD = 30 PSF �- 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD SIDE 165 PLF 00-00-00 06-06-00 0..90 - + .ROOF DEAD LOAD. - 15 PSF LATERAL STABILITY. UNIFORM FLOOR LIVE SIDE 110 PLF 00-00-00 06-06-00 1.00 .., ROOF TOTAL LOAD: _ -45 PSF - 3.DO NOT CUT,NOTCH OR DRILL LP LVL. UNIFORM FLOOR DEAD SIDE 83 PLF 00-00-00 06-06-00 0.90 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM BEAM - WEIGHT 7 PLF 00-00-00 06-06-00 0.90 'FLR LEFT SPAN CARR. :_ 0.00•FT 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL - - FLR RIGHT SPAN CARR. 11.00 FT TO SIZE. - WARNING NOTES: - - ROOF LEFT SPAN CARR. i 0.00 FT 6.THIS LP LVL IS TO BE USED AS A r; i ROOF RIGHT SPAN CARR. 22.00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. THIS CEILING BEAM HAS BEEN DESIGNED FOR USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS - DEFLECTION CRITERIA UNIHABITABLE ATTIC SPACE WITH ACCESS STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW - LIVE LOAD DEFL: I. / 360 ; FOR LIGHT ATTIC STORAGE BY.A DESIGN PROFESSIONAL. - TOTAL LOAD DEFL t L,/ 240 T COMPRESSION EDGE BRACING REQUIRED AT - - 24"O.C.OR LESS. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL *' • - CODE COMPLIANCES ' BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, - REPORT # r ATTACH THE TWO PLIES WITH 2 ROWS OF 16d ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS - - ICC-ES ESR-2403 , (3-1/2")NAILS AT 6"OC.STAGGER ROWS. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. •LOADS RR-25783 NAILS CAN BE DRIVEN FROM ONE FACE OR HALF - HUD - MR-1214 FROM EACH FACE. NAILS MAY BE COMMON OR ANCHOR LP LVL ROOF/FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. CCMC 11518-R BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131". 16d SINKERS(3-1/4")MAYBE NO WALL LOAD WAS USED. USED,BUT HALF MUST BE DRIVEN FROMEACH FACE. JJ 140 1�g SUPPORT REACTIONS (LBS) 7.250 " MAXIMUM B E A R I N G N U M B E R 1 2 �Ic 1.750- DOWN 1900 1900 - I 3.500, - UPLIFT --- --- - CROSS SECTION • � - - . MIN BEARING SIZES (IN-SX) 1- 8 1- 6 - MAXIMUM DEFLECTIONS ,r, CALCULATED ALLOWABLE LIVE LOAD 0.06" 0.21" *DEAD LOAD 0.06" 6- 6- 0 TOTAL LOAD 0.101, 0.32" "'THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information _ LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 07/05/11 IRC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood ProdUctS plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for ad. component until after all the framing and fastening are component. If the design criteria listed above does not meet local building -Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown Nashville,TN 37219 , completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty,of the product and LP Fax 866.753.4369 based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability - Design Criteria I-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. ' The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # s of NDS conformity 'th the latest revision ad load lateral support is assumed(wall,floor beam,etc.).LP does not provide - deflectionn inc adjustment factor for creep. Total load on-site inspection.This drawing must have an Architect's or Engineer's seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # Election is instantaneous. afxed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Program Files\LP\Wood-E Design\201 1.1\WOODE.SPX MA _ BOTELLO LUMBER CO.,INC. 61 NOTE: 2011.1 Allowable Stress Design LOAD TABLE 2 PLIES 1.750 X 9.500 LP LVL2950Fb-2.OE DESIGN CRITERIA : MSI: 0. VSI: 0.4848 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 2 - PLIES FASTENED RSI.: 0.80 NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES ' THE VERTICAL LOADS SHOWN VERIFICATION OF - TOGETHER (REFER TO NOTES). ' FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) - FLOOR LIVE LOAD = 20 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER FLOOR DEAD .LOAD = 15. PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO ari LOAD LDF FLOOR TOTAL. LOAD = 35 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM ROOF LIVE SIDE 330 PLF 00-00-00 10-08-00 1.00 ROOF LIVE LOAD = 30 PSF ' 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD •SIDE 165.PLF 00-00-00 10-08-00 -0.90 - ROOF DEAD LOAD' _ 15 PSF' .. LATERAL STABILITY. UNIFORM " FLOOR LIVE SIDE 110 PLF 00-00-00 10-08-00 1.00 ROOF TOTAL LOAD = 45 PSF. 3.DO NOT CUT,NOTCH OR DRILL LP LVL. - UNIFORM FLOOR DEAD SIDE 83 PLF 00-00-00 10-08-00 0.90 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM BEAM WEIGHT 10 PLF_00=00-00 10-08-00 0.90 FLR LEFT SPAN CARR. 0.00 FT - 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL - FLR RIGHT SPAN CARR. 11.00 FT TO SIZE. WARNING NOTES: - ROOF LEFT SPAN CARR. •E 0.00 FT 6.THIS LP LVL IS TO BE USED AS A - ROOF RIGHT SPAN CARR.`.: 22 r00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. THIS CEILING BEAM HAS BEEN DESIGNED FOR USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS DEFLECTION CRITERIA UNIHABITABLE ATTIC SPACE WITH ACCESS STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW - - - LIVE LOAD DEFL: - L / 360 FOR LIGHT ATTIC STORAGE - BY A DESIGN PROFESSIONAL. TOTAL LOAD DEFL: L / 240 7.COMPRESSION EDGE BRACING REQUIRED AT - 24"O.C.OR LESS. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL - - CODE COMPLIANCES BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, REPORT # ATTACH THE TWO PLIES WITH 2 ROWS OF 16d ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS ICC-ES ESR-2403 (3-1/2")NAILS AT 6"OC.STAGGER ROWS. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. LARDS RR-25783 ' NAILS CAN BE DRIVEN FROM ONE FACE OR HALF - - , HUD MR-1214 FROM EACH FACE. NAILS MAY BE COMMON OR ''ANCHOR LP LVL ROOF/FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. CCMC 11518-R BOX NAILS WITH A MINIMUM SHANK DIAMETER - OF 0.131". 16d SINKERS(3-1/4")MAYBE NO WALL LOAD WAS USED.. - - -USED,BUT HALF MUST BE DRIVEN FROM - EACH FACE. , 330 �Trwm t EIN f SUPPORT REACTIONS (LBS). f - 9.500 - MAXIMUM B E A R I N G N U M B E R 1 2 �Ic- 1.750 - DOWN 3131 3131 I 3.500 - UPLIFT --- --- CROSS SECTION - MIN BEARING SIZES (IN-SX) 1- 6 1- 8 z MAXIMUM DEFLECTIONS - t CALCULATED ALLOWABLE - LIVE LOAD 0.18" 0.35".. r ` *DEAD LOAD 0.21" 10- 8- 0 TOTAL LOAD 0.33" 0.53" -,THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP[-Joist Specifications Software Provided By: 07/05/11 ;RC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the `Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Englneefed.W OOd Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d q14 Union Street,Suite 2000 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for ad. component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown Nashville,TN 37219 _ completed.At no time shall loads greater than design loads code requirements,do not use this design. When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability Design Criteria I Hoists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of NDS.'Dead load lateral support is assumed(wall,Floor beam,etc.).LP does not provide deflection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineer's seal`A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. afixed to be considered an Engineering document. - LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Program Files\LP\Wood-E Design\2011.1\WOODE.SPXI. - �o Qo v i8s� m p D .� II 11 W � O LOT AREA 29,900 f SF a p SIB PROPOSED o ADDITION °p � � o) G Q- �0 Pp PROPOSED -1 �0 ADDITION C DIMENSIONS AEG >o G N•T•5. 0 BUILDING PLOT PLAN DCE #1 1 -196 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 5 RED LILY POND ROAD PREPARED FOR: CENTERVILLE, MASS. DAVID ELWORTHY SCALE : 1" = 40' DATE : AUGUST 9, 2011 REFERENCE ASSESS. MAP 227 PCL 42 PB 76 PG 1 p�zN OF MAssq� I HEREBY CERTIFY THAT THE STRUCTURE �o`� DANIEL SHOWN ON THIS PLAN IS LOCATED ON THE o A. GROUND AS SHOWN HEREON. OJALA No.40980 TM 5W 36 fox z-88M down cape en gin a erin g, in c. / ) N Cl VIL ENGINEERS �— LANO SURVEYORS DATE REG. LAND SURVEYOR 939 Main Street — YARMOUTHPORT, MASS r - C�Dl(D � Town of Barnstable *Permit# a Expires 6 months from I date Regulatory Services Fee 35 Thomas F.Geiler,Director Build.ing.Division oft �'19�1i Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstab le.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION RESIDENTL&L ONLY L Not Valid without Red X-Press Imprint Map/parcel Number o �J Property Address n �Residentia} Value of Work r �Q O • C oMinimum fee of S25.00 for work under$6000.60 Owner's Name&Address Contractor's Name 1 1�C U1 -S Telephone Number_' y Home Improvement Contractor License#(if applicable) I �� Construction Supervisor's License#(if applicable) I ❑Workman's Compensation Insurance C1�9&one: I am a sole proprietor _ ❑ I am the Homeowner X-P E S S PERMIT ElI have Worker's Compensation Insurance Insurance Company Name 9WN OF BARNSTABL Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. 4 Permit Request(check box) R/e-ro.of(stripping old shingles) All construction debris will be taken to fiefD�S OSc 1� ❑Re-roof(not stripping, Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum,44) *Where required: Issuance of this permit does not exempt compliance xith other town department regulations,i.e.Historic,Conservation,etc.' ***Note: Property O t si erty Owner Letter of Permission. opy of e Hom 'Im'rovem nt Contractors License is required.. SIGNATUREc Q:Forms:expmtrg Revise061306 . tiWHE,, Town of Barnstable. �' ♦ 4 �.. .. egulatory Ser. ices Thomas F. Geller,Director TFn Mph 1311ilff .g Dlvis10D Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Wvvv town.barnstable.ma.us Office: 508-862-403 8 - Fax: 502-790-6230 ProPettv Owner Mush Conn pjete and Sign Tbis Section If Using A Builder 8 as Owner of the subject property herebyauthorize �� .5' to act on my behalf in all matters relative to work authorized bythis b ng permit application for; ` �.:i �tfirrnc9 �Ad ss of Job 9 15 II Signature of er Date Y DkVI Print Name �* n QTOIZMS:oWNERPHRM15S1oN - ` - a Assessors offioe Ost floor): Assessor's map and lot number ......ga., .�..y.��........... Frzp-nC SYSTEM MU WETo1► Board of Health (3rd floor): f NSTALLE® IN COMP �• o� Sewage Permit number ..�...... 9.............,;......... T.K WITH TI'Y'L • i Z BAH.l9 1►DLE, Engineering Department (3rd floor): K1639. House number ................................... �. Y o�nr°. t i ` ... 1♦ �vtl APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...... N ...c�u�- ..... �� ®©.M........ ..... ..... � 5...... 4 . ..............-x.......... TYPE OF CONSTRUCTION ...... .O.N.C'..rC�4�.'.r...�....!ti�©.��............g .. .. 10.......ai.......... -TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: [[�� qq _1 �e c (( RA re y � Location .........7..1..�...Q 4...4���t1. ..V 1.1.1.'P... .......... ^'.. . ....... . .... ... .Plot. ...0.5 �._3..2....C..KY.�... ProposedUse ......3Ak.r®.0.r1!%........................................................................./................................................................... ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner .....V..1. al....IUIC!.-!- !..4.4. ......................Address .................................................................................... dM � p tTQi 5 2c� s� Ad ress Gi Iv0 ct dJ S /M�q Name of Builder ........Pr....... 1`Q.....Or'ICA �. J...X ...........�.........49a.... .�1v.....1......!!l.... 1 l Nameof Architect ...N/• ...................................................Address .................................................................................... Number of Rooms ......1...........................................................Foundation .....fd.N.V.....PDX k Exterior ...... Ill C1.LL°5.............................Roofing .... ..S�. .......................................... Floors .....ca f11.GC. 'L......................................................Interior ........................ ........................................................... Heating ...aectr[C......................................................Plumbing A)/A- .... ................................................................ Fireplace ..........0).41�..........................................................Approximate Cost` .��© ......................................................... Definitive Plan Approved by Planning Board ________________________________19________ . Area S.x.,1...... .................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. a Name Construction Supervisor's License ........ McINTIRE, VIOLA r , I s, 379 Build Sun Room j :.13..No .., 13 .. Permit for .................................... ti 6 - Si: Fa it Dwellin . . Location' .......................... ... ..................;............. � - _ ... Owner Viola McIntire — , j ...... ...................:. .......................... ` Frame Type of Construction '~ ........ ................................................................... ' Plot .......... :....... Lot ................................ - }k Permit Gran ed .....November .. . .19 $7 _ Date of Inspection ....................................19 -Date Completed ......................................19 iyi � l �'.•l ter' _'- . J PLOY PLAN FOR LO7 / ///e9,1i9 ....... I'diut.e )043doa of =uare of acccuory bui)diag cf"VJ Gl�/.(L.E �Jv Addltioa: with du?�Cd L(Dct --------- ----- Sc, er.rc discosa] (—.Irp(>ol) ED Well I Ob I (Lot- ...... ............ fL n u) Lot / .7/ h '.l � v Co.-ncr Ic c C1Tc( i('�4 �/• �� MTItc I1J 2a aaroc n! r,J reC (J Ot},Cr fJt ot! cr rJrct. 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