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HomeMy WebLinkAbout21-E039 • YARMOUTH TOWN CLERK. °�Y 4o TOWN OF YARMOUTH '23 jiO i �?4 : 2RSC O y ��' 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 Telephone (508) 398-2231 Ext. 1292-Fax(508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE APPLICATION FOR CERTIFICATE OF EXEMPTION Application is hereby made for the issuance of a Certificate of Exemption under Sections 6 and 7 of Chapter 470 of Acts of 1973, as amended, for the proposed work as described below and on plans, drawings, or photographs accompanying this application. Type or print legibly: M_____Address of pprroposed work: 1 Ct1^1 L((.,h �T Map/Lot# j� l Owner(s): 2)ok ` .G (CI I]riv clAC, Phone#: Ste©& -37 •0 q 3-7 All applications must be submitted by owner orc�companied by letter from owner approving submittal of application. Mailing address: ?..()- )CI 2. /t",Go.U ti V L 7A r`1- Year built: `4i )(p Email: C(014,0 a r„,,() 1, ,,-4 f-. (. 0 t Preferred notification method: Phone Email Agent/Contractor.\' A.A.4Pr X( ,k a)6 V(MkC S Phone#.508"f v ' Mailing Address: a3C1 I>uC-U1 }RC1 t•RC\ . lk3 c cb , cc C.kge.S4 Email: I.0 c t'►Ylk\'1afbCf . C otYN Preferred notification method: D Phone El Email Description of Proposed Work(Additional pages may be attached if necessary): w _ ()(----6313a\ GZeb() tai cry-'nAPPROVED ; QWREra MAY 1 9 2021 MAY 2 7 2021 1 YARMOUTH YARMOUTH OLD KING'S HIGHWAY OLD KING'S HIGHWAY _ Signed(Owner or agent): .k\-L '1 is L. �' _ Date: 1c a y 2/ > Owner/contractor/agent is aware that a permit may be required from the Building Department.(Check other departments,also.) Y This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. For Committee use only: Date: S 1c26/ ( \/ Approved �J_AApprproved with changes Denied Denied Amount •$2O_ Reason/ /for denial: 14/7 . ee al Cho f( ere9eX(,�'.!/ Cash/CK# 5115 7 rV V ` C ,i �i( f^�� Q_ Ct tf I. ' Rcvd by:(-5/2 Date Signed:b (T O I Signed: 2 APPLICATION#: I-Lng V5.2017 o� Y TOWN OF YARMOUTH c 1146 ROUTE 28,SOUTH YARMOUTH,MASSACHUSETTS 02664-4451 Telephone(508)398-2231 Ext.1292 Fax(508)398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE WAIVER OF 45-DAY DETERMINATION The applicant/applicant's agent understands and agrees that due to the current declared National and State public health emergencies the determination of our Application for a Certificate of Appropriateness/Demolition/Exemption may not be made within 45 days of the filing of such application. The applicant agrees to extend the time frame within which a determination is to be made as required by the Old King's Highway Regional Historic District Act. SECTION 9 Meetings,Hearings, Time for Making Determinations "As soon as convenient after such public hearing; but in any event within forty-five (45) days after the filing of application, or within such further time as the applicant shall allow in writing, the Committee shall make a determination on the application." Applicant understands that the review of this application will be scheduled as soon as the situation allows. Applicant/Agent Name (please print): p1k.c-t cA ) tA 2 Applicant/Agent signature: �� e r Date: ((p ( a,J Z I Application #: ,9 �� 6}3C4 3/2020 t`zH7r1S LESS THAN 150 SQ. FT. SHALL Office Use Only .01*.11. ` ~ 1°LACFEL A MiNIMUM OF 30 FEET s,.,�� ro 'F C1‘il THE FONT LOT LINE AND A Permit# �'�i 'Alt>:IMUM OF 6 F :::E F FROM SIDES AN') Amount Pennit expires 180 days from issue date fi EXPRESS SHED PERMIT APPLICATION TOWN OF YARMOUTH Yarmouth Building Department 1146 Route 28 South Yarmouth, MA 02664 (508) 398-2231 Ext. 1261 CONSTRUCTION ADDRESS: ASSESSOR'S INFORMATION: Map: Parcel: OWNER: NAME PRESENT ADDRESS TEL. # CONTRACTOR 2. Gf V` u t a (e.� c\cii..2-8 ` y-130 • o 6 NAME MAILING ADDRESS TEL.# Residential ❑CommercialEst.Cost of Construction 5 Qt 0 ) Home Improvement Contractor Lic.# `e Jc Construction Supervisor Lic.#cS A 61 3 C.)1. 5 Workman's Compensation Insurance: (check one) I am the homeowner I am the sole proprietor ( .I have Worker's Compensation Insurance Insurance Company Name:k. 6-]4N51\�f-� c,p 443�(1�Worker's Comp.PolicytEC(CPO(') 695`1 •a A ``-- SHED INFORMATION New Y‘, Size LE-3) x W V x H Corner Lot: Yes No Per Town of Yarmouth Zoning By-Law Sec 203.5 E: Side and rear setbacks for accessory buildings less than 150 square feet and single story, shall be 6 feet in all districts, but in no case built closer than 12 feet to any other building. Replace existing* Size�� L x W x H p( *The debris will be disposed of at: _7j\ (\.('4 '-t-t w°Z Location of Facility I declare under penalties °•p•rjury tha e statements herein contained are true and correct to the best of my knowledge and belief. I understand that any false answer(s) will be just cause for de ial r v. .tion of my license and for prosecution under M.G.L.Ch.268,Section I. Applicant's Signature: 1 Date: pc . Owners Signature(or as chment) Date: Approved By: Date: Building Official(or designee) EMAIL ADDRESS: Zoning District: Historical District: 1 Yes r No Flood Plain Zone: - Yes 7 No Water Resource Protection District: Within 100 ft.of Wetlands:*** Yes No - Yes No ***Note:Conservation review required if within 100 ft.of Wetlands 9/13 The Commonwealth of Massachusetts •1•4=, 1111•111•* Department of Industrial Accidents =top=p= 1 Congress Street, Suite 100 Boston, MA 02114-2017 ..��y www.mass aov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: City/State/Zip: Phone #: Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with employees(full and/or part-time).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑ Remodeling any capacity.[No workers'comp.insurance required.] 3. I am a homeowner doingall work myself. t 9. Demolition ❑ y [No workers'comp. insurance required.] 10 ❑ Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp.insurance.: 13.0 Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees. [No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Phone#: Contact Person: C. Po,1.1 i •.-'' I-, i i:Aal:At 11 , 11 ii g /r r 1`1 i 9 i na \,I COa. Li- LAC ) 11 �COMMAPPON N A",.gl I I I I I I I I I I 17 ' ..i n•"•i um..n' . isria„.;,,., ,:,,„ I\ 11 IF -i El . r , , _,..... .,..........____ -771-weAtiaillMEIgass....,.. ik i DATE OF LATEST MAP REVISION:424/20 TAX MAP INFORMATION SHOWN HEREON IS FOR ASSESSING ,� 0 ,� z� '138139132 PURPOSES ONLY NO LIABILITY FOR ERROR IS mF4Bl •�.- TOWN OF YARMOUTH �13���j;132 SHEET ASSUMED BY THE TOWN OF YARMOUTH. BARNSTABLE COUNTY.MASSACHUSETTS 131 121122123 „k ammusnia 8' Octagon Wood Gazebo: nia°p” to requirement'on each prole%This plan Is intended to relent ally the struchral deer of this binding The contractor ChM wawa al appieable beat t lnenrsk RequMemwmn/e state,end fedora hiding oodee prior to Pa skirt of con*lctlon to A Strueturd wood members and iniac ions she be at sudicMnt ow enema building conformance. Taber Tech EnginsNtg,Inc.le not or ceP•dy to terry sl deed loads without exceed*the alowbte reeponeible for tnlartnetlorn parteiip to this prefect t not shown an design vase epeeMed In'The Rationed Deebn speoilealbn for draeigs or kited below. Reim to 11111 piens ChM be approved wood CaaMuctIon•(f)$),2005 edlion and b Vioteetn nP by be by'Viesr of record Martian Fared and Paper Association(AF+PA). ReMatalganbiginb a wood members used for bed supporting imposes dal haw Me grade t Clowning Coder mark of a Limber Racing agency certified by M American Lumber hcludrg,not irked to BC 201:51 Slendsrde Committee. 2.Dead Loads= 2 Dh ervion Lumber A Roof 5 pie A All limbar species,graded'Andy or mechaNeab,awl comply*ttn the fC8 a Floor 10 pet by AF+PA,and the'American Softwood Luther Standard(P8 2044)by the U.a This drawing N the property d Comity Larne Woodworkkg,LLC, c other nit psi Deparhant of Commerce. provided by Timber Tech Engineering,Inc,and reproduction, aA.Live other prhary Roof' Om also note s4) 40.3 pd a The eauohrawm members grade and be Denis Sespecies for lect fid'SouthernnPPie .speeded°Mena* alteration or use of this drawing without the Witten consent d a Floor 40 pal C.Lumber used for eacc dory twang del be til 8ouihern Take Pins(SVP)or better. Country Larne Woodworking,MC is prohibited Drayage end not c Cher n/a pet D.Structural ailed laminated Inter awl conform sib the'American National Standard Loads ilpeollostion for lifiructirel Mod Laminated TriterAITC 117-2004 be'ceded to ocean drnenMLA . The contractors end builders4 Saws Snow(Pg) 60 pal E. laminated caters hal conform w A1,/AMAE EP 599 hooked on this project shell verily al dawn Iorr and condeone a Flat Rod snow(PI) 403 per a.Premise Preservative Treatm.nt(PFT) before sterling worts and eny decnprirloy faired be reported C.Snow LoadExposureimp Factor(Ce) tO A Pressure teemed to be performed according to the American Wood Protection o the a Brow Load importance Factor 0) os Assodetbn(AwPA)standards ter use category Nil(above grand.xPoesc0• engineer in urging before etartn('work. E.Unbalanced Snots a Pr.sere treated members suet have P.Inspection mark at an agency'coracle by Me L Windward Roof a Pd Marken tarter Standards Committee. L Leeward Roof 20 pd to SO pd C.Preserve/ow Ammonia Copper Cueternry armor*(ACO)or Copper Boron Aide(CM) 5.Mid Load D.Treat Indicated Items end the folorFg A Basle Wind sped(V) 1461 mph G* ) t Wood members*Nosed to weather or Insect Infestation. Et Wind Load hpomtsnee Factor(0 .;7 2.Wood member's In direct contact eh earth or concrete. C.Mid Exposure Category C S Wood maniere exposed to Figh moisture coned 019X to(greyed)timber,)1S%for yusd D.Endears Category opal laminated Umber). E.Componerde and Caddy +60 pa/-80 pd 4 Wood members leas then 12 Inches above grade. 8,Earthquake Deign Date E.FIM treat newly exposed wood Mare aftrg,dring or notching premiere treated lumber. (An ysis based on equivalent literal force procedure) F.Al boas used h double rears elan be dames.steel or hot-capped galvanized as per AVM A Spectral Response Aoc.lendion A163 01.. Al other metal fasteners used In treated wood sol be ate5reas steel ho-c at 1 sec,8 0.25 gthw a.d M pr ASV A153-01a,or other c00 112 approved by fosterer mermfacb.rr for EL Spectral Response Acceleration at short use to bested wood periods,8 040 4 Carosolons shall be designed snd constructed accardhg to the PCS by AF+PA end ChM Drawing Index G Salami Use Group 1 Coder lob the gD. Occayency Importance Factor,I 1.0 A The ri**m m connection ahel be two 12 penny nate,or es detded on to drawings. E. Sae Claes D a Other con sotlaw as per et.ndsrd constructor)practice Page 1 - Elevation, Post Layout Plan F. ° Gstreetyield of 36,000 p,,w,,, ed mwtridbbeABTLtA-98w1haniinm Cenievered Cohan Taber Frame Page 2 - Roof Framing, Cross Section icDMti'a,r c >6r Page 3 - Details Page 4 - Details Design Reaction Chart Max.uplift at column base 250 be Page 5 - Details Max.downward force at 1100 lbs. ALTERNATIVE ROOFING: column base Page 6 - Details The 1x8 T and a n 8YP decking and asphalt el ee Max.shear at column base 70 dos i may be replaced by 1x4 put.•8'o/c and 24'long ceder eheJkes In trete of up to 80 pet grou-'d snow load •Reactions from floor loading not included. Floor framing and 120 mph wind(wind speed subject to local members are assumed to be continuously supported by a h+ tion approval) concrete or gravel pad or other support structure TYE omainsi WWII t:112e-n '1 JOB NUMBER:E219-11 PROJECT: STANDARD PLANS FOR B' This drawing is the property of Country lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the OCTAGON WOOD GAZEBO written consent of Country Lane Woodworking,LLC is prohibited.Drawings shad not be scaled to obtain dimensions.The contractors and builders irnobedcothis project PAGE:1 OF 6 shag verity all dimensions and conditions before starting work and a discrepen shall be reported to the en.Infer In wr .before rani.work 14,E �l/�N - z z z .,./i/zaiitt,Z.'..1.r.",Air,'.i.. \\\N,,.,-,: Ali°. laiftril ,, .;,� . ,rte - -- -tri 1 Pill ti .0 ,,N, i.:___:7_______________ ___ .. ,, , ______ ................ ... ._....7......... , , --,,Iscp . -.0.,7.11 1-00,---- .-- .._. k_:-:.; 7/ ,,,-_, , Framing Elevation NTS Elevation NTS 2 NIllor 4x4 post 4x4 poet iL_ t*.* iiiordio T.341: I �� 10000. 4e r (2)2x8 floor Joist ® ® I' * 2x6 skirt board ' IAS A' 1 3-0cr,ts• - I 2x6 floor joist T-43'4 Post Layout Plan Floor Framing Plan NTS NTS Kit Unit ' JOB NUMBER:E219-11 PROJECT: STANDARD PLANS FOR 8' This drawing Is the propetyofCountrytaneWoodworking,LLDprovidedbyTimberTechEngineering.Inc.and reproduction,alteration or use of this drawing without the PAGE: OCTAGON WOOD GAZEBO written consent of Country Lane Woodworking,LIC is prohibited.Drawings shall not be scaled to obtain dimensions.The contractors and builders Invoked an this project �. ¢ shell verify all dimensions and conditions before startini work and any discrepancy shall be reported to the engineer In writing before starting wadi 74*2 F w-2. i — 2x6 compression rkg i �, 4x4 post --2x8 top plate }rllOo------A4A \ (2) 2x4 hip rafter �.: /' N---2x4 fascia Roof Framing Plan ilia Pre-fabricated cupola s,-1, 2x6 compression ring Asphalt shingles i (2) 2x4 hip rafter a� i 1x6 T+011 SW decking .a' �� \ 2x8 top plate -7— Detail B-13/3 t\ 'N_ -i - -DNnN A-A/3 ft 2x4 fascia ti, _„,-4x4 post Detail C-C/4 11-'''------2x4 top rad 2x6 decking2x4 bottom rail ft 2x6 skirt board . :ir 6 ---\=\,1Cross (2) 2x6 floor joist Section A/2 we • • JOB NUMBER:E21 9-11 PROJECT: STANDARD PLANS FOR 8' This drawing Is the property of Country lane Woodworking,LLC,provided by limber Tech Engineering,Inc.and reproduction,alteration or use of this drawingwtttputitle OCTAGON WOOD GAZEBO written consent of Country Lane Woodworking,ILC Is prohibited.Drawings shell not be scaled to obtain dimensions.The contractors and bulkkirs is kawmon this prmmect PAGE:3 OF 6 shell verify all dimensions and conditions before starting work end any discrepancy shall be reported to the engineer In writing reforested);work 1x6 T+O 41 8W decking,fasten to rafters w/ (2) 2'galvanized staples w/ ' crown Asphalt shingles 3 tx5 1'x4'cap plate of T assembly on top of post w/(3) i bona for plieskit units ORr ``�� Ia ra a O 11111111111MM Fasten raftert 8d nails 12'o/c staggered for My assembled unite, �'`=. D 2x4 fasc (x-nail from other side, i �- 1x4 trim,fasten to fascia w/2' 11111111 o-nail from near aide) ,, galvanized staples w/l' crown 6' o/c ��s>r (2)2x4 hip rafter,fasten •e V 2x4 fascia,fasten w/ ` to top plate w/(2) Angie'A2' "+bolt 00x2 l' wood screws,18' o/c Trim assembly w/2x4 top and I f bottom rails, and 1x4 vertical plate. 4x4 post 2x8 top plate 1x4 fastened to post w/(6)*10x2 i' 2 'x2"x1'x3 angle of wood screws, staggered I ' s. N-2x6 brace fasten 3 a x5 a xs1. cap plate of T assembly, fasten 'T'to post at top w/(3)*10x3 k aseem on top of poet, and top plate w/ (4) wood screws and at fasten to poet w/(4) *10x2 i' wood screws, each bottom w/(3)1 ' 9x2 *10x2 l' wood screws wood screws 4x4 post View 'I Detail A-A/3 NTS Detail A-A/3 NTS 2x6 compression ring (2) 2 'x6'4"x3 r, steel angle 'A2',fastened to 2x8 top plate 1x6 T+G*1 SW decking, *So. w/(10)*10x1 ' wood screws, each fasten to rafters w/(2)2' galvanized staples w/1,'crown Fasten rafter plies together : �� Asphalt ♦O w/(3) 1'i bolts for kit units OR -. - 'Is°i8d nals 12' o/c staggered o tee` " . for fullyassembled units, ?v. _Angle A2 MI (x-nail from other aide, (1) '1 bolt, through double o-nal from near aim) rafter on both kit and (2)2x4 hip rafter,fasten t. fuly assembled unto compression ring w/(2) *10x3 k wood screws each ply View 2 Detail A-A/3 NTS Detail B-B/3 NTS • JOB NUMBER:E21911 PROJECT: STANDARD PLANS FOR B' This drawing Is the property of Country Lane Woodworking,LLC,provided by limber Tech Engineering,Inc.and reproduction,alteration or use of this&awirgwtrhoutyre OCTAGON WOOD GAZEBO written consent of Country Lane Woodworking,LLC is prohibited.Drawings shall not be scaled to obtain dimensions.The contractors and builders involved co this piaciPAGE:4 OF 6 shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work. 4x4 poet d 4x4 (2) 2x6 floor joist \2x6akfrtboardfaateneachend t to joist w/ (2)0.121'x325' nails OR 2x4 bottom rail (2)*10x3 'wood screws except Post strap 1 on two sides of postfasten Awhen alternative angle location is 2x6 deckigto post w/(4)i6x1 i'wood screws 2x6 blocking , then fasten each end to 1. joist w/ (5)4121'x325' naffs Ori2x6 skirt turd (3) *10x3 ' wood screws Post base 1 Mir /`Alernative angio location ►a,` 2x6 floor joist lig ie --Angle'Al'fasten /----. CIA IV 31 bol at post base to joist w/ (5)*10x21/2'wood Angle'Al'fasten Concrete foundationscrews end fasten to concrete to joist w/(5)*10x21/2'wood by others �_�'y 2-‘" - foundation(fc-3000 gel min,) screws and fasten to concreteNA—Afternative anOe location (3000 psi min.) w/ '+x4" Powers Wedge-Bolt foundation(fc-3000 pal min.) screw anchor, or equal w/ '+x4" Powers Wedge-Bol screw anchor, or equal Detail C-C/4 NTS Kit Unit View 1 Detail C-C/4 NTS Kit Unit 2x6 skirt board,fasten each end 4x4 post to poet w/(2)0.121'x325' nails OR r-----------11 (2)+10x3 k wood screws except O�Oj i (2)2x6 floor joist,fasten to 2x6 r alternative angle location le F blocking w/ (4)0.121'x3 tnal each pty chosen then fasten each end to IL 4x4 post poet w/(5)0.121"x3.25' nails OR , (3)+10x3 k wood screws 2x6 decking l►:= 2x4 bottom rail 2x6 skirt board I I IIII P� • Angle"Al"fasten 0 EMINIMEMME�� to joist w/ (5)+10x21/2'wood 'Al" ' r' screws and fasten to concrete Angie fasten 2x6 floor �. �) to joist w/(5)*10x21/2'wood joist foundation(fc-3000 psi mint w/ +x4' Powers Wedge-Boit °crews and fasten to concrete foundation(fc-3000 psi min.) Alternative angle location screw anchor,or equal w/ '+x4' Powers Wedge-Bolt Concrete founds —�, �yy¢ ARernative angle location by screw anchor, or equal (3000 psi min.) 2x6 blocking,fasten t• Detail C-C/4 pts poet wJ(6)0.121'x325'nails Fully Assembled Unit View 1 Detail C-C/4 NTS Fully Assembled Unit ' JOB NUMBER:E219-11 PROJECT: STANDARD PLANS FOR 8' This drawing Is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the written consent of Country Lane Woodworking,LLC Is prohibited.Drawings shall not be scaled to obtain dimensions.The contractors and builders knoNedonthis project PAGE:5 OF 6 OCTAGON WOOD GAZEBO _ shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer In writing beforestartingwork. 4 2x4 top rail,flat --+T- S-9Y2 maxkriun rd assembly length Wood poet, beyond 5'-8'maxmyxm top rail length rh i 4' 4' /-1X3, on edge 2x4 top rap,flat %w- A r Art .,..i _ or-4 1x3, on edge 11 1 4' square spinae OR decorative lathe,4'o/c to '/-1x4x37 vertical end plate fastened to 2x4 > top rap w/(3)18x2 'wood screws,fastened to to 1x3 w/(2)2'galvanized staples w/ ?'crown, and fastened to 2x4 bottom rail w/(2)18x2 k wood screws. Fasten 1x4 vertical to post r. m near top plate w/(3)118x2 i'wood screws or I11, and near bottom plate w/(2)18 'x2 wood screws r a, iii 1x3, on edge D 2x4 bottom rap,flat--s\ edge 2x4 bottom rap,flat 1 tsquare ep OR decorative lathe,1x3,4on o/c 0....- 1x4x37 I'vertical end platteo fastened to 2x4 top rap w/(3)18x2 i'wood screws,fastened to 1x3 w/(2)2'galvanized staples w/ l'crown, View 1 Hand Rail Elevation NTS and fastened to 2x4 bottom rap w/ (2)18x2 k wood screws. Fasten 1x4 vertical to poet near top plate w/(3)18x2 II'wood screws and near bottom plate w/ (2)18x2 k wood*crews Hand Rail Elevation NTS • JOB NUMBER:E219-11 PROJECT: STANDARD PLANS FOR 8' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the OCTAGON WOOD GAZEBO written consent of Country lane Woodworking,LLC is prohibited. Drawings shag not be scaled to obtain dimensions.The contractors and builders involvedonthis project PAS 6(OF 6shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing beforestarUrislwork, 3, 12 QA.galvanized steel t1 4•+hole for 18x1 • r _. 2•_ wood screws 3'x3'x3',10 ga. A I steel angio4. D r \ • 1 r14�A - --- 0 4ri—li- o °�- T 2 ._T to v o 4.147 •+hole for wood it wi. (1 of 5) , g+hole i '+hob fore bolt Angle *A1" Post Strap 1 NTS NTs i•+hole for tf bolt Kit Unit 4'+holes for 810a j' screws 2 'xt3•xe'x3 'steel angle'A2' 0 t steelt+hole for wood • ' screw(1 of 10) • • • 31, t • . • _ r _ T _3_ 4"+hole for wood .44000 • • Il I I1 screws(1 of 8) ° ° °° ' ill ay. , ° o ihill Angle "A2" NTS "2.. x T-14 i•+hole for f bolt 58 - Se - 2' E --- 3• 3g , L 1 Post Base 1 Krs -- t8, U .r Kit Unit "T" Assembly NTS Gazebo Donald W Bourne, applicant 8 foot gazebo, 37 Church Street, Yarmouth Port Small octagon gazebo at the rear of the lot, about 12 ft from the rear lot line and 20 ft from the nearest side lot line. The site is a full story below street level in a hollow southwest of the existing house and almost entirely screened from Church Street and neighbors by vegetation and the house. The structure is 8 ft across, 9.5 ft tall to the roof peak, 11 ft 3 in to the top of a roof vent. Roof pitch is 5.5 in 12, the adjacent existing house roof is 6 in 12. One door and screened sides, 3 ft balusters and rail around the perimeter. Deck 12 to 15 in. above grade, the framing will bear on concrete piers or blocks. Ground plan area is approx. 45 sq. ft. Finishes: natural weathered wood frame, door, and rail, brown asphalt shingle roofing approximately matching existing house roof. -- • - - oderil.") A r.; 117. C.': = r 7 ; • 1 ) .1(7,3(J : 7 (..) C ri or n-1 c. • • r .1f7; *32 o : ri \A/° , `7.; . /...)C.2;'• . • - r , 4‘ (7:" -41 C. sA..) (2:: (1)1-..":"1 /) r 0%7! n !7-; (4 ? H , bob v . ?` .10 . , EN 'if 1.) !,‘: ; if**• '..ALC)I(2 - • — • •-• • — 7 ! ' ' I ,• - • # •- DONALD W BOURNE PO Box 192 Yarmouth Port, MA 02675 PLOT PLAN ,, FOR LOT # Indicate location of garage or accessory building Additions with dashed lines Sewerage disposal (cesspool) Well cg I - I I (lot ft rear) I Abutter's 'fl" '— — - - Name Abutter' Lot I Name I Lot # f this is a REAR YARD :orner lot, If this trite in name ......'2'�.•.ft• 0 corner _ f street. 1E131 write i, name of w other b 'o street. 4 4 : SIDE YARD • SIDE YARD • • HOUSE . E IN • SET BACK : • ft a (lot /375.-- ft. frontage) \ // C iic`Cc / S ieCCj \ / (NAME OF STREET) 3 / Information / \ Supplied by n 1 LARK NORTH POINT • Information and Instructions z klelletiosetts Genera!Laws chapter 152 coquina all employ*.to provide workers'compansatios 1br their employee. ' Pursuant to this statute.as employe is defined as"...every person in the service another under any contact attire, express or implied,oral or wines" As eaykrpr is defined es"as individual,pertnersbfp anciatios1 corparados at other legit entity,or any two or moos of the beeping eniagmi is a Joist eatmpdis,and bad*the lepl repeestaodres ate dsesaesd eacloyw,or the receives at*nee da indbidasi,pasinembipl asoaistfon at other bpi intim employing mylayee& However the owns[eta dwelling boar boring sat mon this three apernose s sod who resides there*at the occopsne o[the d rell*fi bones oto whet en lays meow 10 do maisraesar oossametios or repair work on such dwelling hours of on the pule a building epparoment themes shay oot beaus otsuch employment be deemed to bean smpiop " MOL chops 132,123C(6)ale seems that"awry ams at local tlsea"eg sway shall withheld the roa'n's etr reseed ed s!keno err permit to mo rale a Warns or is tsustrust builiep ha the asoeswsuMh ler aeq appfissnt who has net predeem'saaeptabis Mime et eeunplssse with the bsrssse average replesd." Additive"bites.c oom 152,siscm strias"t6atither the commoaae+alth not say of les polled subdivision shall enter lose easy coattail lac the parim erre otpablis work until acceptable evidesce atcompliasoe with the innssace regaireessre cot this c1splsr have bas pease nod in the coesesadeg authority." Appdean, Please MI net the warloera'eaaspauatian affidavit complalely,by checking the bone that apply to yaw sissetios and,it osceaaay;sap*anb- aceds)neon(.)`ochres(.)and phone aobee(s)along with rinds certificate(s)al ionises Unshed Liability Compeais@(LLC)err Limited Liability teresseships(UJ)with as employees other thea the nimbi*i*or psstires,ars not required to curry worts'coayeradas 1ansasca. Was LLC as LLP does have employees.a policy i.ngeiesd. Be advised deet this affidavit may be submitted so the Demesne of Tnde ehd Maiden lbw coslrssatioa atlas. ..ce comma Abs be tare le sip and data the amiavlt The affidavit should be reamed w the city err lows dose the appiiaettes fix the permitar themes is being see seer&est the Deponent at • LodostW Accident. Should yes have a4'printer repurlleg the law or ityas as replied r abodes a workers' camisoles popsy,phase call the Department at the neater listed balsw. SsifFlensed compsufes should eater their selFimumne fiaases saber os the mereprine lits. City a►Tema Caddo Please be sere thus the affidavit is complete and priaasti legibly. The Depeetment hes provided i space at the bops at the affidavit 1br you to fu out in the event the Mos otleveadpstieaa has so cooled you regarding the meant Plan be one to AY In the pesulblk-Me number which will be used ere a nation masher: is addles.at appliamtt that meet submit multiple permbliceaas applieadons is any gives year,need ally subunit one affidavit iadieatimg amen pollty inf a ulcer(itssaeesary)and seeds"lab Site Adams"the spplhan should write"an localor is (city or towns)."Amoy of the afddsvit 1k hr been omdsibr swiped or meshed by tie city or towel may be provided es the applkast r poet that•valid afDisvit is as lila ler!bases person a Boners A new affidavit net be filled out each yew.When a be owner or cilium is obtaieied a limn or permit not added tie any busbies or oomssmceW veatte+t (Le:a dol guests at permit to bum leaves ere.)said paws is NOT mond to complete dile affidavit The Wee attsveatiptioas woad like te thuds yes is advance be your cooperation and should you have any gaeedons, please de net hens*se give us a ea&L The Depertasat's address,telephone and Aa dumber The Commonwealth of Massachusetts Department of Indudrial Accidents otan at Gsvadptlaas 600 Washbigtoa Sheet Boston,MA 02111 Tel.l)617-727-4900 at 406 or 1-877-MASSAFE Fax N 617-727--7749 Revised 11-22.116 wym.ntsag vidle #,\N\\. 0. 1 C c.0 1 . " " AC #.1SC) .ti • ; O A • Y- • •A VlIelto‘ ' .2 0, t 3 AC 0.3 172 0. 3A 0.26A I E •. n 0% . _ • DONALD W BOURNE PO Box 192 Yarmouth Port, MA 02675 37 Church St, Yarmouth Port ,e7.44tro. ,,,,,,,,,, ,i.-,,, , ',..:- '— - '. , = r -. y • irA5�f , j, • w ,�p pe�•yw� • '+ifr f s 1 4 'aA A...ep ,�„ ro t4, �"... ''k .ti' ¢ .� Y'• r Ra r ' :714 ^v �; a 82-T11�thgr FE ,fix"+".,,z, ' _A\ ldJ r 1 w•gam.. , k FiB r ww • - �• *+ 1. ''' .. ! . 'w h Vi ..w. y • � .► f/ i s 13' hos^ sa ry .k , M aAi ^ IF e .• 14r r t;i p f r l" ). 41', ZEBO E " S r� * w i A , 1 . .4( '"7„..,(411(7--'-',A r.. 4+p. tA•+r.; rnY a• n ' w ' ik . - in.,- #1, ...Sgo't-:47-.4", ,cik.717,4**-1:7›,,,,, 1"'""^ ;.,,r0,,,$),,,:', , , ,,,,,,,,,i'- TTS`' ate "� "mss. �+ti,.` f NV *.- ",,t ik ' i ? , y. �a ,. air y y i . • lr ,( iit ,00 yr JIB y 'a4, S3 '11' . 1 ' ; �R•, ' ... 'y . .0.10.,,,„ ' 0„,,, sir r '' ',,.? 4"„,, ‘..irt.'`,...:00°'4p— itr Google Ea tr ' 43 Church Street 70 ft