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0085 SETTLERS LANE
fnd ,nSPeo-&J K-11 -i y tap S16'42 12 4 POW S13"23'33"W 12.1 1' 78.92' M Lot16 48 z Area= 10,004f Sq. Ft. o i Or 0.23f Acres g 33.9' .zi EXISTING -- I 11.s' o FOUNDATION 22.0' , v �► �"} TOP OF FOUND. .I, cn o I ELEV. = 70.23' FUTURE GARAGE oo N � � O O r 13.8' (X) r` 86.25' J W-27Z. cN to � � . rn/ DRAINAGE cn w oN 5.08' /w�/ EASEMENT "i 00 0 �N 0 S15°57'31"W �I s L=5.67' R=230.00 82.89' SETTLERS LANE DCE #00-018 FOUNDATION PLOD' PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #85 SETTLERS LANE HYANNIS, MA SCALE : 1" = 20' DATE : APRIL 10, 2014 PREPAREQ FOR: . REFERENCE ASSESSOR'S MAP 273 PARCEL 122-8 `°d- LOT 48 PB 610 PG 94 �A _ DING I HEREBY CERTIFY THAT THE STRUCTURE 1, cP . SHOWN ON THIS PLAN IS LOCATED ON THE I A. 'E' GROUND AS SHOWN HEREON. OJALA q tVo. e3yt30 off 508-362-4MI a, v lax 308 362-9660 �Q- down cope engineering, inc. ' C1Wl ENGINEERS LAND SURVEYORS DATE REG. LAND SURVEYOR q. 0 Mo/n Street — YARMOUTHPORT, MASS. i� f Town of Barnstable Building Department Brian Florence, CBO Building Commissioner 200 Main Street,Hyannis,MA 0260E - www.town bamstable.ma.us Pre application for Business Certificate 11U 1 Date Map C;,23 Parcel Applicant Information } Applicants Name - y.._� Applicants Address V Email Address •V Telephone Number ! �/ / �l D ./. 1, Listed 0 Unlisted n Business Information New Business? -------------------------------------- e No Business is a registered corporation? __ __ ___ _ ____ ____ es No If yes Name of Corporation LIZ Does business operate under the registered corporate name? Yes Is the business a sole proprietorship or home occupation? -------7- Yes No If yes then a Ho occupation R ation is required-See Building Division Staff Q c Name of Business Business Address se W l i Type of Business Building Commissioner Office Use Only Conditions k covc UC n COIE E0so A.csrk m L Building Commissioner Date Clerk Office Use Only 1 V YVJU V1 DUI JL6 Lit VIC Building Department pp SHE Tp� y Brian Florence,CBQ Building Commissioner x r '* RASNSTABLE, 200 Main Street,Hyannis,MA 02601 MASS. $ °0 i ,59• $ www.town.barnstable.ma.us` pTfD Mp'l A Office: 508-862-4038 Fax: 508-790-6230 Approved: 25F Fee: 1-3S Permit#: HOME OCCUPATION REGISTRATION Date: Name: NJ Phone#: Address: Village: Name of Business: u Type of Business: W S � Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual . alteration to the premises which would suggest anything other than aresidential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use, • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust oT other particular .matter,odors,electrical'disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation, and not within the required front yard. • There is no exterior storage or display of materials or equipment . • There are no commercial vehicles related to the Customary Home Occupation, other than one van or one pick-up truck not to exceed one ton capacity;and one trailer not to exceed 20 feet in length and not to. exceed 4 tires,parked on,the same lot containing the Customary Home Occupation.` • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. . I,the undersigned,have read an ee wit n I am regi 1fiing Applicant: Date: Romeoc.doc Rev.10/I7 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �. I[/ �J Parcel,' lo`� I Application # HealthDivision Date Issued �'� - Conservation Division '`,Application Fee Planning Dept. Permit Fee � - Date Definitive Plan Approved by Planning Board o, z - Z� Historic - OKH — Preservation/ Hyannis Project Street Address W S Village � ". Owner �c 2e ✓�ress 1 Sri? 1 Telephone a 7 Permit Request ''_'. i GL A , 3 Square feet: 1 st floor: existing proposed �7nd floor: existing proposed Total nev I I Zoning District P-t-- Flood Plain jaroundwater Overlay Project Valuation �� Oa-Construction Type &)QI • Lot Size J Grandfathered: ❑Yes '''C' 0 If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes On Old King's Highway: ❑Yes 1" Basement Type: All ❑ Crawl ❑Walkout. ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) l ' Number of Baths: Full: existing new 3 Half: existing new Q Number of Bedrooms: existingA new Total Room Count (not including baths): existing new First Floor Room Count C7 Heat Type and Fuel: 2Cas ❑ Oil ❑ Electric ❑ Other Central Air: �rles ❑ No Fireplaces: Existing New Existing wow coal sto : L34S fo 1 Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn ]existing - a new size_ Attached garage: ❑ existing new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization Appeal # I Recorded /slle_dzr - a -3 Commercial ❑Yes ❑Vlo If yes, site plan review# 'a S Current Use Proposed Use YZ ; APPLICANT INFORMATION (BUILDER OR HOMEOWNER) _ Name zfl1, Telephone Number '� J Address C� _ License # U� Home Improvement Contractor# Worker's Compensation # 6JCC15D0q [ i/®tie Li ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -( �. ., Ld SIGNATURE DATE J F. FOR OFFICIAL USE ONLY .i s, APPLICATION# _DATE ISSUED ;- , • _t MAP/PARCEL N0, f - ADDRESS VILLAGE OWNER f DATE OF INSPECTION: ? FOUNDATIONS T FRAME --INSULATION- FIREPLACE f ELECTRICAL: ROUGH FINAL F PLUMBING: ROUGH FINAL GAS: - ROUGH FINAL .� ...FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of IndusOW Accidents Offwe of Investigations 600 Washington Street ' Boston:,MA 02111 www.mass gov/dia Workers'Compensation Insurance.Affidavit: Builders/Contractors/Electrieians/Plumbers .ARiDUcant Information Please Print LeEribly Name(Basin�slorganizion/Indi •Address: _ City/State/Zip: Phone.#: Are a an employer?Cheek appropriate box Type of pro ect(required):. 1.L�J I am a employer with 4. [] I am a general contractor and I . , s have hired the 6• L rtvew construction . employees(fall and/orpaiut;time). • 2.❑ I am a'sole proprietor or partner- fisted on the'attached sheet 7. ,[]Remodeling ship-and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workem' 9. C1 Budding addition [No workers'comp.+*��*�nce comp.insurance. t• .. [No d.] 5. 0 We are a corporation and its 10.[]Electrical reps or additions 3.❑ I am a homeowner doing all work officers have exercised their I l.❑Plumbing repairs or additions myself [No workers'comp. right s3f exemption per MGL 12.n Roof insurance ]t c. 152,§1(4),and we have no employees. [No workers' 13.❑Oilier comp.insurance required.] • ��Y agP>icaat then checks ban#1 land also M out the section below showinaltaa wado rs'won policy utfarm ML t Homeowners who submit this aff davit indicaw►g&ay are doing ail want and then him outside ccake�s must submit a new affidavit mdicatia avrli. 1Ccat<actots that check this box at attached on additional sheet shawing the name of the sub-oe auactms and state whedw or not those entities have\ employees. If the sub-contractors have eaVloyms,tiny nwt pmvid8 t m&woskme con*.policynumber. ram an employer that is pro4d!r g workers'compensation inswunce for my employees, Below isAe pollcy and f ob site information. i ---- Insurance Company Name: C t° Ce GL� Policy#or Self-ins.Lic.#:' t a/ � Expiration Date:' Job Site Address: ( S ' Jt�-' �- �—� City/State 4: �i � Attach a copy of the workers'compensation policy declaration page(shaving the policy number d expiration date). Failure,to secure coverage as required order Section 25A of MGL c. 152 can lead to the icoposition of criminal penalties of a fine-dp to$1,500.00 andlor one-year i almsomment;as well as civil penalties in the farm of a STOP'WORK ORDER and a fine of up to$250.00 a day against the viol9tor. Be advised that a copy of this statement may be forwarded to the Office of InvestizationvoMe DIA.for insurance coverage veufication. I do hereby under the pains•and penalties of pertwy that the informadonprovideiWbove.fs urge and correct ph Spy._17149 Offec use only. Do not write in this area,ib be covW airy 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 Contact Person: Phone#: WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE t Associated Employers Insurance Company 54 Third Avenue, Burlington,Massachusetts 01803 ✓ (800)876-2765 NCCI NO 40959 POLICY NO. WCC 5004911012013 $ PRIOR NO. WCC 5004911012012 , ITEM. ,f' 1. The insured Bayberry Building Co Inc ' Mail Address: 1597 Falmouth Road,Suite 4 Centerville MA 02632 t . Street No. Town or City County State Zip Code s FEIN xxxxx0420 _ ❑Individual []Partnership ®Corporation ❑Joint Venture ❑Association []Other Other workplaces not shown above: 2. The policy period is from 02/02/2013 " ItG02/02/2O1412:01 a.m.standard time at the insured's mailing address.3. A. Workers Compensation Insurance:Pay applies to the Workers Compensation Law of the states listed here; r MAn B. Employers Liability Insurance:Part Two,of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident$ 500,000 each accident Bodily Injury by Disease $ 500.000 policy limit Bodily Injury by Disease $ 500.000 each employee F C. Other States Insurance`Coverage Replaced By Endorsement WC 20 03 06A D. This policy includes these endorsements and schedules:SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium Ia' INTRA 266545 i SEE E TENSION OF INFORMATIC N PAGE £ Minimum premium$ 274.00 Total Estimated Annual Premium $ 2,358.00 As indicated interim adjustments of premium shall be made: Deposit Premium $ 610.00 ❑ Annually ❑ Semi Annually ® Quarterly ❑ Monthly MA Assessment Chg. $1,942.75 x 4.2000% $82.00 This policy,including all endorsements,is hereby countersigned by 12/12/2012 Authorized Signature Date GOV GOV KIND PLACING CLAIM NAME SAFETY Miller McCartin STATE CLASS AUDIT OFFICE OFFICE CHECK GROUP dba Dowling&O'Neil Ins Agcy. . MA 9015 14 504 973 lyannough Road Hyannis,MA 02601 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, - used with its permission. j+ l s" f . a Massachusetts --Department of Public Safet ' Board of`Building;Regulations,a.nd'Standards' Construction Supervisor 1&'2.Famjlv. y ` t ° f License: CSFA-057770 r ' JACQUES-.N MORN .mac �'• G .{ 1597 FALMoti-r RD f. CENTERVILLE CIA 2 Expi'ration q Commissioner 02/1612014. f. a � w ` t , NOT ALL SYMBOLS ASSESSOR'S MAP 273 PARCEL 122-12 LEGEND ARE A ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: PI - AHD JAL FIRE HYDRANT MIN. LOT SIZE 10,000 S.F. WATER GATE VALVE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) MIN. LOT WIDTH 65' O CATCH BASIN v g MIN. FRONT SETBACK 15' �. [551 — PROPOSED CONTOUR i - 22 % MIN. SIDE SETBACK 10' L®1;, 48 _-_`_` `� l�' MIN. REAR SETBACK 20' � SIGN `� % ' SITE IS LOCATED WITHIN THE GROUNDWATER TM, Area=1,0,026t SF -- z/ PROTECTION OVERLAY DISTRICT, 10 TEST HOLE ±Or GARAGE 0.21 Acres FLOOD ZONE: C 0 CLEANOUT t'. � �= w h (FEMA FIRM PANEL# 250001 0005C) 9-19-85 \\ % - 66 % ' -66 EXISTING CONTOUR REFERENCE:� , '� , I _ PS 610 PG 94 PROPOSED SPOT GRADE- ' J APPROX. TREE LINE +50A2 EXIST. SPOT GRADE ._ PROPOSED ' ?' r HOUSE J8$ ,� i Q �`.'• O LEACHING PIT w MAP 273 PCL 122-014 6'X14 EFF. DV+. PITS CVT.O.FHD. 70.3 SEWER LINE � � �'��,_ _ � I�`y, � n ��j �j �/��� SITE PLAN w-w- WATER LINE ^�i ` i N 1lSJLJ���JLJN�JL!>•1LJ /J��JLJ JL JIJL�l\ _c-c- GAS LINE \_i - -`IE 10762, co PREPARED FOR:,-E-U.G. ELECTRIC � y ANTIQUE STYE POST LIGHT ,�� BAYBERRY BUILDING LOCATION :LOT 48 #85 SETTLERS LANE SCALE 1" = 20' DATE 12-3-2013 SHEET 1 OF 2 �{N Of I.1gSS9 �y\H qF 4gy.S Yyd"• 3AN:SLA. Gn a DANIEL 9cyG, off 362-4541 JALA O �, �" A, 'i; N.So 606 362-e8e0 CIVIL OJALA. s 4e5020 N down cope engineering, inc. R � � N C1 WL ENG/NEERS Scale:1"=20' sl *No Su lit. �/3I►3 LAND SURVEYORS DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street - YARMOUTHPORT, MASS. JOB 4 00-018 0 10 20 30 40 50 FEET _00-018 DEFIN & SEWER 40A + 40B.DWG � r TO of Barnstable Regulatory Services . Thomas F. Geiler,Director 9. 16 Building Division Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 www.town.barnstable.ma.us Office: S08-862-4038 Fax:.S08-790-62:' Property Ovmer Must Complete and Sign This Section If Us' A Builder �LLO r % 'm as Owner of the subject property hereby.auxhorize _ C a I— to act on my behalf, M all matters relative to work authorized bythis'budding permit application for: 45- (Address of Job) r � `_3 Signature'of Owner` . L ' , Date Print- ame r If Pro ert�Owneris applying forpern-z tplease complete-the -, Homeowners License Exerripfiion Form'on the reverse side. Q:F0RMS:0 WNERPERM1SS10N Town of Barnstable 1 1�1 a HYry �$ �N., I ;:,'o .t:,K"yM." ''r�.R '.. .:r .; `�y',',.7 .e! .:; .. ..... "N ''d`�y i Ne i t.../ • �Post7h�s.Gard So That rt. V�sibleF o rothe,Str et<s-q r ved Plans.Must besRetamed=onJob andahis CardMust bePKe t _u ,` .,,-„!5... �p r f t .a„ P y. " Posted Until Finallns ection Has;,Been Made «, y -_ s d ' a1 ' Whher �a Certificate of Occu ane" s:. a""""'areduch Bu�ld�n shall Notgbe Occu ied un it a':F�nat lns ction,has benmade.: Permit t Pe R . . Permit No. B-17-1485 Applicant Name: ROBERT S.JONES Approvals Date issued: 06/28/2017 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 12/28/2017 Foundation: Residential Map/Lot 273 122 014 Zoning District: RC-1 Sheathing: Location: 85 SETTLERS LANE, HYANNIS a �` Md Contractor Name: ROBERT S.JONES Framing: 1 Owner on Record: SUTON, DARIJAN& DALTON, KATHRYN H` Contractor License %174832 2 Address: 85 SETTLERS LANE 3 .. ...�. HYANNIS, MA 02601 �ProJect Cost: $21,500.00 Chimney: Permit Fee: $ 159.65 Description: Basement Finish,stud walls,carpet,sheetrock Insulation: I� Fee 04 $ 159.65 Project Review Req: Basement Finish,stud walls,carpet,sheetrock- Date 9 6/28/2017 Final: M Y . t° Plumbing/Gas .;. '� Rough Plumbing: Y y �` Y _,Building g Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authored@by this permit is commenced within six month aft6Pissuance. All work authorized by this permit shall conform to the approved application and the approved construction documents,qr which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zornng by"I" codes. codes. . � Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public ins ' tion for the entire duration of the work until the completion of the same. ml n ._. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and'Fire Officials are'provided onthis permit. Service: } £` #^'Q Minimum of Five Call Inspections Required for All Construction Work � �',9: 1.Foundation or FootingRough: 2.Sheathing Inspection M.., ... ,.... . .j.. -. 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: 6.1,05ulation 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 //�' Application # - I - 1�I �� Health Division I � � Date Issued /!? CVaservation Division MAy '��� Application Fee Planning Dept. N014� Permit Foe Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Envy -L S E1' Project Street AddressY�l��s Village f��1CQ�'lh�s Owner ! s ii��� i do�t Addressj���•'���h Telephone -:S'l;7 Permit Request Ale Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new .Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No l 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 L1 Heat Type and Fuel: Uas ❑ Oil ❑ Electric ❑Other Central Air: des ❑ 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: Ellexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes U'No If yes, site plan review# *� ,11 Current Use � Proposed Use /cam'G�P�l � p APPLICANT INFORMATION (BUILDER OR HOMEOWNER)—- - -- _ Namei Telephone Number 22/ F'-f�-7'2_ Address License # Home Improvement Contractor#Email Worker's Worker's Compensation # ALLL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNAT6_ _ DATE FOR OFFICIAL USE ONLY APPLICATION# DATE,ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION r FRAME INSULATION 40 hm FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING s DATE-CLOSED OUT f ASSOCIATION PLAN NO.. Town of Barnstable Regulatory Services swRMAS&BLE, x Richard V.Scali,Director 1639. ` Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I,T)�F[1614Sz/� , as Owner of the subject property i p / hereby authorize ` r / rd f i l c1 to act on my behalf, in all matters relative to work authorized by this building permit application for: Ll A (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. co Signature of Owner ignature of pplicant DARIJAN SUTON � Print Name Print Name Date I�Yr ?7i-e Columort wealath of 1Massr diusda DVararrew of rudusstrial Accidents - Office of Im. gations ' 600 Washfixgtort* treet' Boston,M 0Z131 wFY1n masmgorldia Nr 1c 1mrs' Caffipensafien Insurance Afg& -Builders/CuntractursJElectdcians/Plumbers AppUcant Inft;XM36DU Please Print Ledbly Z` a=Musiumnga>IIzatroafT v la* i Address- 2,Qg� Are you an employer?Checkthe appropriate ban ' T project r . I am a genera confrsctor and I Y�of p ]ect t e��ed}: 4 1.❑ I am a employer with l 6. ❑New construction employees(full andfor part-time)-* }cave llired.the suir-contactors 2.0 I am a sole proprietor or partaer- listed an tire.attached sheet.. 7- 0 Remodeling ship and have no employees nese sub-contractors hafie g-,[:]Demolifiotr woddrig fnrmein any capacity: . employees aaclhave Workers' 9. ❑Building additica vt INu wpdoers' comp-k =e comp.insurance-$ its a coaporafion arid- lO❑Electrical repairs or a de required-] 5- we a s 3.❑ I am homeowner doing all wont of rscers have eser-mad Breit 1L0 Plumbingrepairs or additions rmysel€[No workers'gip_ ugbt of exemption per MGL 12 0 Roof repairs insmance reqaired]f c.152,§1(4)6 andwe have no emp9� a 13.�Otfiec�rr�lzo�>`T to -� wodess' - cam-insurancerequired-1 �► 1'4 - . •dayWicmF:racchedaboaFlmastahafiIIa�thesectionbgawshmdugdeirworlcezemmpmot; upeHUiafforms6� Sameoanerswh.submitriiiszfUmdindkzhng they are&mg ell wa&=-&&en him outodecon=trnsmastsohmita new affifte tindkolin sacTi fCaut<actors ihir ehw1 this bout must attached as additional shea show ag the name of the sub-cowrwbarr,sod state WkedW OF not these eotitieshwe employees.,f'thesnb-can±zct+=have employees,theymostpm-idethw warken'tamp.poly numbeL .Tam art errrp ar tlerrtisFrmfidurg ruarkers'carrrperrsattart irtsriratrce fvr irc}*e�plQ}�ees Setoiv isihapoticy arrd job sits- infor matiarr. - Insurance CompanyName: - Palicy,f or Self-ins.Tic. lxpimtioaDate: Job Site Address: Citylstzwz� p: Attach a copy of the workere compensation policydeclaration page(showing the po icy number and expiration date). Faience to secure coverage as requiredunder Section 25A o€MGL c�1572 can lead to the imposition of rdmi aai penalties of a him up to$UOD Oa an&Gr one-yearin4iFdSonmeusy as well as dvil penalties in tfie form of a STOP WORK ORDERand a fine of up to 0-00 a dap against the violaiur. Be adirised that a copy of this statement.maybe forwarded to the Office of Investigators of the DIA for itzsu nce coverage vedScatiom Irfa kr t- iy cgrlrf j�cirri r N s r� a1 s afprdury tlrattirs informatimi-prm dabove h bars and correct S Date_ Phase t7",QMid use wi y. Do not atrate Err this-area,to be complete d by c�artarr n ofjrciat City or"Fown: PernatUcense# Issuing Antharety(curie flee): L Board of Health r Building Department 3.CitS-lrown Clerk 4.Electrical Iaspertor S.Plumbing Inspecttrr 6.Other Contact Person: Phone#: ormation and lnstruefions <�_., Macsar]mc etts Gehexal Laws ahapt�r 152 requaes an en Vjoy=to provide worker'compmsaiion far their employees. p m this ,an M?bye=is defined as-".evezy person in the service of aaoiher vndei�5'conga ct of hire, express or implied,oral or wriften" An m,1c kyer is defined as-anmditidual,pa ta=hrp,association,cmporafion or atiier legal etdy,or a y two or more of tine foregoing engaged m a Joint eterprim,and including the legal repres fives of a deceased empIoyer,or the Qeim or trustee of an indiviaML part=ffiip,association or oilier Legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides tberem,or the occupant of tie - dwuIIing house of aoo$er who employs persons to do mail ce,cons racoon or repair wok on saclz dwelling house or on the grounds or binding appurtenanttherein shall not because of such employmed be deemed to be an employer." MGL chapter 152.§25C(6)also sues that¢every staff or Iocal licensing ageucy shall rtTih oId$ia issaance or renewal of a Iicease or permit to operate a business or to construct buildings in the coromorzwealth for any applicantw•h.o has notproduced acceptable evidence of cdmpuance whiz the msnrance.coverage regained" AddiiionaEy,MM chapter 152,§25C(7)sues-Teifhcrthe commanwr.M nor a'uy ofitspoIrtical subdivisions shall cuter info any contract for the pe&moaned ofpubho wotic uotl acceptable evidence of complimcev&h fad insvranc-6-_ repm emus of this chapter have been presented to fhe Mnft�.aafTio>ity_" APPhraats Please flI out the wrnkeas'compensation affidavit completely,by checla g the boxes mat apply to your sifnafion and,if necessary,supply sob-contractors)name(s), addresses)and phone numbers)alongwiththeir certificates)of msmance. LimitedLiabOy Companies(LLC)or United LiabrRity-Pm-aieabips(LLP)withno employee$other than the members or partners,are not rimed.to cant'worlome compensation insurance- If an LLC or LLP does lave employees,a policy is required. Be advised.ihat thus affidavit maybe submitted to the Department of Industrial Accidents for confnmalion of bsu mace coverage Also be sure to sign and date the affidavit_ The affidavit should beret arn.ed to$e city or town that the application for the permit or license is being requested,not ib a Departm�f of Dxhisft71,A-=rTcn:L- Slouldyou have any questions regarding tine law or ifyou are rcT=red to obtam a workers' compensation policLPIeasecaIltlieDepmtinentatilemombetlistedbelou� Self-mslnedcompaniesshonlden�rtheir self-insurance Hcensemrmber on the appmmiaf r.line. City or Town Of Please be sin e that the a 6davit is complete and printed legi-hly. The Department has provided a space at thne both m of the affidavit for you to fill out in the event the Office ofInvesfigations has to coinact you regarding the ag�Iicant Please be sure to f M in file pen�iVIicense member which will be used as a reference nmaber. In addition,an applicant fiat must submit multiple pemWacense applications in any given year,need only submit one affidavit indicating con t policy filfb=ation Cif neces�y)and under°Yob She Address"the applicant should woe"aU locations iu (may or town)."A copy of the-affidavit flat has bet officially armed or minced by the city or town may be provided in the applicant as proofthat a valid affidavit is on file for fat= *peuni s or licenses- A new affidavit must be fi.I1ed olrt ea:rhn year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial vet (ie_a dog license or permit to bean leaves etc.)said pm-sou is NOT reed to complete this affidavit The Office of Inye�og-^T�would blo--to flank you m advance for your cooperafiou and sTiould you have any qu on , please do not hes>fate to giYu us a call The Ilepa lm erif a address,telephone and fax number: T Cam tie of l achusat s �c�flnd�aEAs�l�nts =C=of kn atian 4n t Roston MA 02111 TeL 617- -4900 mt 406 car 1477 MA&, AM Fax#617` 27'749 revised¢24-07 gpgvc `d i c�l�ze �parnmzoouuea�o�C>�ac�ivae(�a � Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Individual before the expiration date..If found return to: Office of Consumer Affairs and Business Regulation �F&Pstration Expiration 10 Park Plaza-Suite 5170 F ?832— 03/21/2019 Boston,MA 02116 ROBERT SCOTf N8st-`'ROBERT JONES, a LLF 206 Cedric Rd Centerville,MA 02632- ^ ' Undersecretary Not v without signature • u Massachusetts Department of Public Safety Board of Building Regulations and Standards Lice9se: CS-103622 r Construction Superviso ROBERT S JONES * 206 CEDRIC RD , CENTERVILLE MA 02632-#: Expiration: " Commissio er 0311912019 Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOV/DPS r ccS�e-r77Bi� n --- I Y3 r IlZe-r f Z a-,A4 tip- A/y a BUILDING OEP-, MAY 2 3 2017 TOWN OF BARNSTABLE Apo v el, f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ®� Application lication !a �� Health Division Date Issued A Y/. 7n rz) q Conservation Division Nam' c3 (�) G) Application I Planning Dept. Permit Fee TA Date Definitive Plan Approved by Planning Board _P � G� Historic - OKH _ Preservation/ Hyannis Project Street Address 1� I C+l CS ('"4, Village r ► At1 Owner K wq(T C40(11 Address �� �G (e l 1I-91.4e, Telephone 015_1�)_* Permit Request r V kit o\ doA �+ dInqra M1�� 6J I c 1 �nG1r, pf.�t�� )� ACA Vince.. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) 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 Flobr 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 sizeAgAarn: ❑ 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) — _ y r1_ Name44rCA c�•/ ►'1 ��/sC S Telephone Number -7,7 ( � 39� / Address G J4C' G 11-e- l e- License # 0 d—' , Home Improvement Contractor# 1 )1 7o 3 Email S G DES-- Worker's Compensation #w C 3o sS 7 I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ( V S C- SIGNATURE i DATE /a 7 / —7 FOR OFFICIAL USE ONLY ` APPLICATION # DATE ISSUED .+ MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ZLDl 12 FRAME INSULATION FIREPLACE s ELECTRICAL: ROUGH FINAL 41 PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL <� p F FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The CommomveaIih of Vassad imsetts Deparbwe}rt eaf rndusaid Accidents fuse of rmrestigadaw 600 Wasb hWon street _ -- Hasion, IMA 02111 bBFm IJ7as.govIdia Wark-ers' Compensa#Ean Insur a ce AfEitlavit:Bu ilder-s/C+ontr-ac ursAFIectricians/Plumbers Applicant Tnfarma.fan Please Print Name(Basiuemrorz - i k_C-kS;—Gb Address: C7City/ f-ate} ip= -�--��' +3rse Are you an employer?G'fteckthe appropriate bow Type of project(rufaireq: L M I am a employer-with (0 4_ ❑I an a genie al contractor and I employees(full and/or part une hired-the have red.the sub-contractors 6_ ❑Newconstruction 2.❑ I•am a sole proprietor orpartaer listed on the attached sheet. 7. ❑Remodeling ship and have no employees.. These sub-contractors have g_ []Demolition wor>-inn for see in anP capacity. employees a-ad bare workers' [No n;orioers' comp_ �in�� ,ce comp-=ranrel q_ ❑$urileimg addition required-] 5. ❑ We are a corporation and its 16.❑Electrical repairs:or additi= 3.❑ I am a bomewmer doing all wade officers/rave exercised their 11.❑Plumbingrepaiss or additions myself[No-worlcsrs'enmp- riot of exemption per MGL 12_❑Ito ofrepairs +nsunince required j t c.152, §I(9h and we have no employees.[No workers' 13.❑Other comp-ms urance required_ ;Any anpNczateutcfiadalbosrl=3=alsaMoofthesKficabeiawshareagrhe¢worlrexs'compensati npoliryinfvrmatim Homeawners ubo submit this af5dzvJf i dkxtirrg they gm daiag all wra*and dwn but autsidde cottluctorsnmst submit anew affidavit indirgiins saw =Geat=actorsfaat r]iw1 tM boot mmY aitadwd sa addi6— siteet showing the n3meof the sub-cantrxctom and state whether or not those endtin have employees.Ifthesub{o-ntmctmhave employee%theynnurpmvdde their warkers'==zp.policg giber_ I am an Reloav is th a policy and job site= intformatbm Insurance Company Name: C-Go. T1 'J -S Policy,4 or Self--ins.Lic_ - 1/1( �� ` ' Expiration Date: Job Site Address: O T- SA-,�LJ- L"-e QtylState/Zip: 64AA)!S &A—O 960-1 Aftach a copy of the workers'-compensation policy declaration page(drawing the policy number and respiration Sate). Failure to secure coverage as required under Section 25A of MGL r 152 can lead to the imposition of criminal penshi s of a foe up to$15-4G OD aniifar one yearimprisormert,as well as civil peaalties in the form of a STOP WORK ORDEltand a fire of up to MO_00 a day against the violator- Be advised that a copy of this statement may be forwarded to the Office of Irrvest gations of the DIA for insurmce coverage vac a ion. I do hemby cat i a der thapahrs ar parr 's of y ux��f7ratthe informatrou prm d labm�is true and correct Sil nafiare: Date: O 1 Phone 19 C S 07 C3okial use anfy. Do not write in tTds area,to be carnpFeted by city artown affieTttt City or Town: PermitUcense i€ Issuing Authority(circle one): L Board of Health 2.$urTdmg Department 3.CitylTowa Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other. C'on#act Person: Phan#: ACCESSORIES COLORS* Black White Quad-Finials Tri-finials with Circles Butterflies Bronze Tudor Brown =_ Hedge Green Soft Beige Ball Cap Fleur de Lis Scrolls Colors may vary slightly to actual fence color SPECIFICATIONS COMPONENTS \ RESIDENTIAL COMMERCIAL Pickets \ 5/8"sq. x .050" Thi 3/4"sq. x .050" Thick Rails Topwalis 1,-1/8" x .062" T ick 1-3/4" x .062" Thick Sidewalls ill 08D"Thick 1-1/4" x .080" Thick Posts 2"sq. x .060" Thick 2"sq. x .125" Thick 2"sq. x .080" Thick 2"sq. x .080" Thick Gate Posts 2-1/2 sq. x .100" Thick 2-1/2 sq. x .100" Thick 2"sq. x .125" Thick 3" sq. x .125" Thick Picket Spacing 3-13/1.6" 3-5/8" 1-5/8" (also available) 1-1/2" (also available) Post Spacing 72-1/2 on center 72-1/2 on center Section Heights 36", 42"1 48", 54"1 36"1 42"1 48", 54", 60", 66"1 72" 60"1 66", 72" Standard Gate Openings 36", 42"1 48"1 36", 42"1 48"; 60", 72" 60", 72" All Gates Welded *Customized Sizes and Colors Available DISTRIBUTED BY MATERIAL DATA COMPONENTS ALLOY HELD STANDARD STRENGTH COLORS Aluminum BLK,WH,.BE,GR, - - Extrusion Rails 6005-T5 35,000 PSI BRZ, BRN Stainless Steel screws painted to match fence color - K _ Components TGIC Polyester Powder Coating Technology Coated TGIC provides twice the thickness and hardness TGIC provides fade and scratch resistance Manufiac$ured- OnGuard Fence SysteO'nSTM www.onguardfencesystems.com Safes Office: Phone: 866-321-0001 Fax: 718-461-3000 f , , �Q PANS-�PB� boo�F g f gL S16'42'24" t� S1 `23'33"W 12.11' 78.92'• aD F3�® 4 z P N c f ou ti �floo 3� nuN D AoQL. C- 1-4 W U;°}lF PooL RgTt� CIS' F-w co- 4 000r'AiAR oaf t-23 33.9' t _ v EXISTING o -? FOUNDATION 22.0 z TOP OF FOUND. co N o f ELEV. _ 70.23' FUTURE il, coGARAGE o C f -----1 13.8' Area= 10,004t Sq. Ft. Or 0.23f AcresCD _ -�--------515'51'49"W----- 9.20' O 0-C4) Fr /oj 86.25 z --1 Z o/N• w /o` - DRAINAGE J w o f o 5.08 /cu EASEMENT _; O o N f rj Gi S15'S7'31 V L=5.67' 82.89' 7.8 ' R=230.00 SETTLERS LANE- DCE #00-018 _ FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT. NOT FOR ANY OTHER USE LOCATION : #85 SETTLERS LANE HYANNiS, MA SCALE : 1" = 20' DATE : APRIL 10, 2014 PREP RQ FOR: REFERENCE : ASSESSOR'S MAP 273 PARCEL 122-8 , LOT 48 PB 610 PG 94 A �ING I HEREBY CERTIFY THAT THE STRUCTURE .~ �41EL c,� SHOWN ON THIS PLAN IS LOCATED ON THE �� A. -' GROUND AS SHOWN HEREON. OJALA N off soa-M-real ' N0,40880 down cape engtneering, Inc. y_,� _2���.t '� SU C1144 ENGINEERS r •,•f^(� n JANA gflRVFMRS nA-rr 1 ALM CI lotirvAD - ter Town of Barnstable Regulatory Services • FIAANC'i'�TifF. • Richard V.Scab,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property p rty Owner Must . Complete and Sign This Section If Using A Builder I, as Owner of the subject J property hereby authorize L'f's &a6 «5 G to act on my behalf, in all matters relative to work authorized bythis building permit application for. Lcknt (Address of Job) '"Tool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final e performed and accepted. 7 S' o Owner Sig&ffre of App t � 1'1CA rlv-slq/zo5o Print Name Print Name Date Q:F0RMS:0wNERPERWSSI0NP00Ls 1 3 a ! f. 4YAOw l < i l • 1 PG DAPT-2 Manual 0211151ayout 1 2/12/15 12:15 PM Page 1 _ When the 9-volt battery is low,the door alarm horn will chirp once every -Supervise children at all times. CONNECTING DOOR ALARM TO SENSOR SWITCHES 1D seconds-this means it is 8me to install a new battery,Battery lite is -Never permit swimming alone.Never leave a child alone,even READ THE DOOR ALARM MANUAL FOR INSTALLATION ON ONE DOOR FIRST: approximately 1 year.Test your door alarm weekly by opening the door to answer the telephone. THE SENSOR WIRES ARE PERMANENTLY CONNECTED TO THE DOOR and allowing the alarm to sound. -Always remove the entire solar cover from a pool before ALARM.CONNECT BOTH SENSOR WIRES COMING FROM THE DOOR ALARM MODEL DAPT-2 TO THE SENSOR SWITCH ON THE DOOR FRAME.THEN USE THE SUPPLIED SI6NAUNG gwlmming. JUMPER WIRES TO CONNECT TO THE SCREEN DOOR SENSOR SWITCH _ MEETS UL 2017 •+ • •Remember that alcohol and Water safety do not mix. (SEE DIAGRAM BELOW).THE TWO SENSORS SHOULD BE HOOKED UP IN Have your pool area fenced and the gate looked to prevent - PARELLEL WITH EACH OTHER.unauthorized entry to the pool,and Install a gate alarm. -THE PLASTIC COVERS ON THE SENSOR SWITCHES 8 SENSOR (5F, an workmaD is Sfor neh a Irfrod Woe of r cover defects pr parts •Lock and secure all doors In the house Which permit easy MAGNET MUST BE REMOVED BEFORE INSTALLATION and workmanship for one year from tlate of purchase.(Retain proof of access to the pool,and Install a door alarm. -SWITCHES GO ON THE FRAME BY THE DOOR - LISTED purchase). It Poolguard exhibits a defect,please call our Customer •Have a responsible adult teach Swimming and water safety t0 ; •MAGNETS GOON THE DOOR ITSELF-SEE PICTURE IN MANUAL ` /Service department at 1-800-242-7163.Unauthorized returns will not be your children. EQUIPMENT NEEDEDaccepted.Proper repair Is only ensured when the unit is returned to the - •Maintain clean,clear Water In the.pool. A.ONE DOOR ALARM AND 2 MOUNTING SCREWSmanufacturer. Visit our websfte at www.poolguard.com to fill out your •DO not swim during electrical storms. B.ONE SET OF SENSOR SWITCH AND SENSOR MAGNET AND 4 SCREWS warranty registration information. •Do not permit bottles, glass, or sharp objects to be used FOR DOORFRAME8 DOORBrOUnd the pool. C.ONE SET OF SENSOR SWITCH AND SENSOR MAGNET,JUMPER WIRES,•Ask your pool dealer how you can Improve your pool AFORND 4 SCREWS 1"1 FOR SCREEN DOOR FRAME AND SCflEEN DOORsafety—they will be glad to assist you. IF YOU HAVE ANY QUESTIONS CALL US AT V800.242.7163 •Above all: remember that common sense, awareness, end caution will allow you to enjoy your pool. SCREEN DOOR MAIN DOORSENSOR SENSOR SWRCH SWITCH DOOR ALARM gure 1 :F.- s irootauare! The horn is SSd6 at 10 feet PBM INDUSTRIES,INC.P.O.Box 658 - LED PASSTHRU ••RTANT NORTH VERNON,IN d7265 oo.lguard` • SWITCH • • • • •812-346-2648 W O O ® The product has been designed to aid in the detectIon of unwanted ® - JUMPER HORN intrusions into unsupervised areas. POOLGUARD DAPT-2 IS A PBM INDUSTRIES,INC. /• 0o guar www.poolguard.com WIRES SAFETY ALARM SYSTEM AND NOT A LIFESAVING DEVICE. It P � MADE IN THE USA should be used in conjunction with the safety equipment currently in use REV.02-15 Figure$ SENSING, and should not affect existing safety procedures. WIRES N rs- PG DAPT-2 Manual 021115:Layout 1 2/12/15 12:15 PM Page 2-- A.Determine the best location.The door alarm must be installed at least ! •, ,, _ s - 54"abo PIN B.With a ve the threshold of the door. ro of gua rd pencil,mark 2 spots 2 12"apart vertically(up&down)whereµti 1 - •ICI the alarm will be mounted.These 2 marks are where the 2 larger The POOLGUARD DOOR ALARM uses two delay modes which allow A Remove the assembly screw from the back of the door alarm and supplied screws will be Inserted Into the wall to hang the door alarm. the user to exit and enter the door without the alarm sounding.These . remove the top cover.(See Figure 2) C.Insert the 2larger supplied screws into the wall on the 2 marks.Leave two modes are explained below. e.Pull down the battery spring and install the 9v battery(see figure 2). about 5/32"(not Including the head of the screw)of the screw from A. FIRST DELAY MODE: When the door is opened the alarm NOTE:If the battery spring is not in the correct position under the the wall. automatically goes into the first delay mode which.gives you 7 battery,the alarm will not go back together. D.Hang the door alarm on the mounted screws and pull downward until seconds after the door is opened to push the pass thru switch. If the C.When the 9v battery is installed,the LED will flash once every 10 the screws are positioned in the small end of the hanger holes in the pass thru switch is not pushed within 7 seconds the alarm will sound seconds.When the alarm sounds,the LED will flash once every. back of the alarm. with the door open or closed. To silence the alarm close the door second. E.If you purchased the OPTIONAL Screen Door I0t see section 6.(Figure 5)• then push the pass thru switch. ' D.Reassemble the door alarm with the assembly screw.NOTE:Once B.SECOND DELAY MODE:When the door is opened and the pass thru ' the battery is installed the alarm may sound accidentally until the 3. INSTALLING E• switch is pushed within 7 seconds,this puts the door alarm in the sensors are connected properly. second delay mode which allows you 14 seconds to go through the 4.i �•�., " `„ A.The Door Alarm comes with,one sensor switch and one sensor door and close it. When the door is closed within/4 seconds,the INSTALLING e e ,, DOOR ALARM magnet;remove the covers from both of these parts by using your alarm will automatically reset. If the door is not closed within 14 4 Y "SAFETY BUOY' Indoor Use rnly fingernail or small tool to unclip the cover from the bottom side and seconds,the alarm will sound. ABOVE GROUND POOL ALARM sliding R off the sensor. SENSOR IN GROUND POOL ALARM Figure 4 PLASTICCOVER - Yeur rPotolguard switch Door Alarm Is designed to be installed within 12"of the B.Each sensor has 2 holes for mounting(Note: he not mount the 9 SWITCH WITH REMOTE RECEIVER ' + . sensor svntch for the sensor wire connection.To mount the door alarm sensors on the side of the door that is Hingetl).The sensor magnet on wall next to door: usually goes on the door and the sensor switch is usually mounted to BATTEflYSPflING' '„A BATTERY the door frame. KNOCKOUT Pass THAU SWITCH C.Metal framed doors may need a space between the sensors and the- a ,,,,, door using a small piece of wood or double sided foam tape. S Figure 2 ;; LED D.Install the Sensors Vertically(as shown In Figure 1)or Horizontally. oTERMBYALS �" z 9 r RonM Maximum space between sensors is 1+1/4".IMPORTANT:If you W. install the sensors Horizontally at the top of a SLIDING door,spacing ® between the sensors needs to be between 1'and E.Loosen the two terminals on the sensor switch by loosening the- GATEALARM Poolguard's &MANOEfl HOLE screws then place either wire end coming from the door alarm NOTE:If the alarm sounds for approximately 5 minutes and the door is Family of Products between each of the terminals.It doesn't matter which wire goes to still open,The alarm horn will start to pulsate,5 seconds ON and 5 Helpa Protat Your Famigl• ASSEAMeLYSCREW HOLE which terminal,Replace Plastic Covers. seconds OFF.The starm will continue to do this until an adult closes • Note:If the cover for the sensor switch does not lock into place because the door and pushes the PASS THRU switch on the door alarm to - www.pooiguard.com .&HANGE LE of the sensor wires,remove the knockout from the side of the sensor silence the alarm. If the alarm sounds for approximately 5 minutes ' switch cover.(See Figure 4) and the door is closed,the alarm will reset. s BUILDING DEFT. APR 2 6 2017 TOWN OF BARNSTABLE T12117 # J� Si `23'33"W SIL 78.92'' -T o ® � 1 Z P N G('oSEO Flo°X 32� tau D laoaL_ w} Ua►1�k fool RATtm —23 33.9' cJ(d' 11.9 FOUNDFO 22.0� ATION OF FOUND. cn . = 70.23' FUTURE No GARAGE O CD f o � 13•8' 2.Area= 10,004t Sq. Ft. Or 0.23f Acres M __S15*51'49"W — 9. 0 v '�/01 DRAINAGE 4+ 0 o o 5.08 �!w �. '.''EASEMENT . —:t C' o I N l S15'57'31"W L=5 67' 82.89' 7.8 -230.00 SETTLERS LAE- DCE #00-018 FOUNDATION PLOT PLAN PREPARED EXOWSNELY FOR THE PURPOSE OF OBTAINING A 13UILDING PERMIT. NOT FOR ANY OTHER USE LOCATION : #85 SETTLERS LANE HYANNIS, MA SCALE : 1" = 20' DATE : APRIL 10, 2014 PREP, FOR: REFERENCE : ASSESSOR'S MAP 273 PARCEL 122-8 ��=1. LOT 48 PB 610 PG 94 BA ING I HEREBY CERTIFY THAT THE STRUCTURE i o A i L SHOWN ON THIS PLAN IS LOCATED ON THE v GROUND AS SHOWN HEREON. OJNLA c No.40980 down cope englneering, Inc. �!,sU o / IAND SURWYMS crr• 1AA111 esld\/NAD IN ACCORDANCE WITH ANSI/APSP/ICC-5 2011,THE 16' INSTALLER IS RESPONSIBLE FOR PLACING ONE SKIMMER 8'RX6' FOR EVERY 800 SQUARE FEET OF SURFACE AREA AND ONE $'Rx4' RETURN FOR EVERY 300 SQUARE FEET OF SURFACE AREA. RETURN 8'Rx6' 8'RX3' B. - 8'RX6' RETURN �$9 s 8'Rx6' eti 1 s 8'Rx4'6" \ 'RRx6' 8'Rx6' i 6'RRx6' ' 1 Rx6' SKIMMER 6 R x ' 8'Rx6' 8' ' 8'Rx3' j 4' SAFETv ovE 6'RRx5' j �� AND FLOAT Rb,�27 -10 Step option i 8'TT ------ -- ..1. _. } , 1 1 — T 1 I .. Rx6' I 8 Rx3 6" ,- 8'Rx2' 1 8'Rx6' 8 Rxr1O" 0. 16� 8� — ���' ' ' 8'Rx6' RETURN 1 1 LIGHT R8. 40; _ 1 ' L `b 8'Rx6' ' 8'Rx6' 1 4 8'Rx6' 6 6' Rx5' RETURN g'Rx6' j 8'Rx4'6" g'Rx6' 8'Rx6' 8'Rx3' RETURN 6 RRx2' - --------------------6"WA:j----- -------- • � II 6"WATERLINE T----------------------- 1 II 3 -4 3 -4 Step Option 2 g Rx6, 11 8'Rx6' ICC 4 -8 RETUR A 8'Rx6' 4' �--- 6' -->�-- 14' 7'-821 ' CERT#ESR-2782 31'-82' AL" Y DIVING/SLIDING EQUIPMENT SHALL BE LATHAM STEEL LAGOON 16-0 X 27-10 X 31-9 RIGHT 6"*"C" POOL DESIGNED FOR SWIMMING POOLS AND SHALL BE INSTALLED IN ACCORDANCE n is _42 STEEL PANELS PERIMETER: 1o1'-O' VOLUME(US Gel): 20000 WITH THE DIVING/SLIDING EQUIPMENT SPECIFICATIONS DIVING/SLIDING. 6'RRx5' DWG#: SURFACE(ft2): 609 VOLUME(Liters): 75700 PLEASE CONTACT THE EQUIPMENT MANUFACTURER FOR USLGOOS1632R16 LINER(ft2): 697 DATE: 1/1/2016 DSR: 150 � �'+� THEIR SPECIFICATIONS. KIT#: LGOOS1632 COVER(ft2): 884 SCALE: 1/8"=1'—O" MEETS DEPTH AND SHAPE MINIMUM Step Option 3 g Rxb STANDARD ANSI/APSP/ICC-5 2011 IR l_Aft Cm—4C:P SHEET: db rd& An Alk ,.ns _ _ - - - - -' _' ,� { _ � _ , t . , .. �P� \gyp\�('''a 4� . � �0�� 0�gPp _ �. _ i ` � / r S 16'42'2 4'PW S13°23'33"W 12.1 1' 78.92' Lot 48 INJ Wpt Area= 10,004t Sq. Ft. o --f Lp Or 0.23f Acres 33.9' IF v EXISTING — 11.s' I 0 �: FOUNDATION 22.0. V v N TOP OF FOUND. cn N (Cl I ELEV. = 70.23' FUTURE a' 0 GARAGE 0 00� 0 -p: I 00 13.8' 00 115'51'49's __ _ W , N /rn 86.25' — z 9.20 I z w/A J -piDRAINAGE y N K) I{, cn 5.08' '�C-4 EASEMENT �!i O o I 0* O P' 0IW S15'57'31"W "I-= L=5.67' 7.83' R=230.00 82.89' SETTLERS LANE DCE #00-018 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #85 SETTLERS LANE HYANNIS, MA SCALE : 1" = 20' DATE : APRIL 10, 2014 PRE ,_ FOR: REFERENCE ASSESSOR'S MAP 273 PARCEL 122-8 —F LOT 48 PB 610 PG 94 BAYB �r ;` LDING jy U N1EL I HEREBY CERTIFY THAT THE STRUCTURE ? sr SHOWN ON THIS PLAN IS LOCATED ON THE A. .LA , GROUND AS SHOWN HEREON. 7�I�S E' offsob-362-4uf - - � No.40880 Pox 508 362-0880 \ � S� down cape engineering, inc. �' —t0 - 2�1 a:;: ..r,. C/V/L ENGINEERS ------------ ----------------- ----- LAND SURVEYORS DATE REG. LAND SURVEYOR 939 Mo/n Street — YARMOUTHPORT, MASS. Town of Barnstable Building Department - 200 Main Street BARNST,BLE. * Hyannis, MA 02601 9abyfo A.�' (508) 862-4038 MA'I Certificate of Occupancy Application Number: 201308990 CO Number: 20150095 Parcel ID: 273122014 CO Issue Date: 05128115 Location: 85 SETTLERS LAME Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: HYANNIS Gen Contractor: MORIN, JACQUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: �. Building Department Signature Date Signed f TOWN OF BARNSTABLE Building 201308990 BARNSTABLE, Issue Date: 12/09/13 Permit MASS. ArF0 N39. A�� Applicant: MORIN,JACQUES N. Permit Number: B 20133089 Proposed Use: DEVELOPABLE LAND Expiration Date: 06/08/14 Location 85 SETTLERS LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273122014 Permit Fee$ 969.00 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 57770 Est Construction Cost$ 190,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A SINGLE FAMILY HOME, 3 BEDROOMS THIS CARD MUST BE KEPT POSTED UNTIL FINAL WITH ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN,MARTHA M TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH RD.,SUITE 4 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR ERMANENTLY ENCROACHMENTS ON P LIC PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.:,STREET'OR ALLEY GRADES AS WELL AS DEPTH.AND LOCATION OF PUB IC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION' RESTRICTIONS. .. . . -' MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). OHM BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 Ft Gl b �,chwr � �n Q.;t, c) 1 S Z$—I SS P/e 1 Heating Inspection Approvals Engineering Dept a Fire Dept vj 2 Board of Health / f S16°42 24" S13`23'33"W 12.111 78.92' Lot 40 Crl -!A Area= 10,004f Sq. Ft. o f Or 0.23f Acres Z 33.9' .Zi EXISTING —� 11.9' o �' FOUNDATION 22.0' I Z v N TOP OF FOUND. cvn, N o I ELEV. = 70.23' FUTURE I 0 GARAGE I o 00i o _p: 00 13.8' r� 86.25' _ ————z '9.20' P/O (Av DRAINAGE 0 N C 5.0 3 ���o,° EASEMENT 1 � o N' ^i o q L=5.67, S 15°57'31"W I - R=230:00 82.89' SETTLERS LANE DCE #00-018 FOUNDATION PLO' ' PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #85 SETTLERS LANE HYANNIS, MA SCALE : 1" = 20' DATE : APRIL 10, 2014 PREP RED REFERENCE : ASSESSOR'S MAP 273 PARCEL 122-8 — D FOR:er LOT 48 PB 610 PG 94 BAD - ; LING I HEREBY CERTIFY THAT THE STRUCTURE //T' ANIEL rGnia SHOWN ON THIS PLAN IS LOCATED ON THE �( A. GROUND AS SHOWN HEREON. " OJALA u I tar 508-362-4M s q No.40980 fox 5W W2-OUD •p. P I -# 0E s` �e down cope engineering, inc. _ _ v `1 C/VlL ENGINEERS ------------ ---------=------- ----- LAND SURVEYORS DATE REG. LAND SURVEYOR LS39 Main-Street — YARMOUTMPORT, MASS . Town of Barnstable Building •' . . st This rd So That rt;rs Visrble�from,the St rove A , d Plans�Must be�Retamed on-Jo_b and thrs�EC�rd Must be Kept ,, sI?osted Untilinal�lnspectron HaS een�IVlade .4639 �' J .. . Permit ► � � �' �' '" ' � urretl,,,s-'�h,Buildrn �` h`all� of be Qceu red u�td a Final�lris' ectron has been made a� Where rtrfict of Occupancy is R, q , v g. � :.,>. p .• ,. .� p...�r , �.< ,.,�... . Permit NO. B-17-1213 Applicant Name: NARCISO ENTERPRISES, INC Approvals Date Issued: 05/24/2017 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 11/24/2017 Foundation: Location: SS SETTLERS LANE,HYANNIS Map/Lot. 273 122 014 Zoning District: RC-1 Sheathing: Owner on Record: SUTON,DARIJAN&DALTON,KATHRYN H � .ContractorName: NARCISO ENTERPRISES,INC Framing: 1 Address: 85 SETTLERS LANE % Contracto�Ucen�se 117031 2 HYANNIS,MA 02601 Est Pro�ectCost: $25,000.00 Chimney: Description: 16'x32'x6'steel wall lagoon shaped ingroundswimmrng�pool with no PermitFee: $175.00 Insulation: heat 48 inch picket wooden fence F e Paid $175.00 k Final: NOTE:FENCE MUST MEET THE POOL CODE,NON CLIMBABLE,RMCK Date 5/24/2017 . 5' Plumbing/Gas Project Review Req: 16'x32'x6'steel wall lagoon shaped ing ound swi ming pool with no heat 48 inch picket wooden fence VV/ - - Rough Plumbing: t NOTE:FENCE MUST MEET THE POOL CODE;NON CLIMBABLE, Building Official Final Plumbing: RMCK F. �� Rough Gas: _ This permit shall be deemed abandoned and invalid unless the work authonzed by thls permit-is commenced within six montffafq issuance. All work authorized by this permit shall conform to the approved appl anon and the approved construction documents fq which this permit has been granted. Final Gas: 74 All construction,alterations and changes of use of any building and structurevsshall be in compliance with the local zoning Ws arid codes. This permit shall be displayed in a location clearly visible from access street or woad and.shall be maintained open(for�publicrinspection for the entire duration of the Electrical work until the completion of the same. a �� Service: The Certificate of Occupancy will not be issued until all applicable signatures1by the Sui'Id"ing and fire OfficialslareJpro.V dd on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final' Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (asset forth in MGL c.142A). 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I - R.it INOUL. kG-n EE�e. 1.C3 5T'iAGP VG ry _JI 3-2v1o'z Md5-ER ca"' W iX3$ -RAPPING ;; TY F'.3G6 CF+=' £EGitCOt' + 1i:"WALLE'C;AGD iLP_h'T'C�5L'J Ir2 WALLBOARD � 5!8 F,G: "WALLEGARU ' 54TH 2X6'6 IE .C..O's. IU"RL 2X6 s s 16" .C. U :X6a = 'G"O.G. ' >< r21 INWI-A ION EEGROGY 112 IL' .GC_LMN G'4'a4GE L"' WALL SI-E.A7H'JG I/2'wk-_3-IEGT ING F'Or"GI- �' 1---'USE LJFAF OF:E.QLAL EO A_ I 3/t"TIC,PLY. It:,"WA__SHEkTN11.s �GU&E WSAF CYt - 1-I�.U5E w@kF =fe Eu J::L 3i4"Tr G-F'-Y. q 61D'JG NAILED t 6LUEG. S IN_- NALEG a--UED. o'DINa TYF',A51.66 E.-ISE -� c"GGNG.SL4 ES W. U.G.--K• 2XIU'.s I6 :.-G. -- _ 1 (LP-PT23C'O: - - R30 IN6LL. - 4't3Q INAUL. -2XIU s a Ir"O.G. / U 3-2Xt2'a sIR7ETe ` L'1 GGVG.FLLz Q � LOLLY.^.;:LUMN. EASEMENT GRASS SECTION CD1 " 4 GONG-5Lk3 •� � "' a'CC�VC 5 AS CROSS SECTION (A) •CR066 SECTION CDJ . RIL'GE VEV'. i'i IL'GE ✓ENT 2XI2 RIDGE 2Arl RAF-ER9 t.'b"O.C. L/L V DGE 2X'2 P G=.E fe GGE VENT RGOF SHEA HNG s.:. r,l IS-Ae P.4ALT pApEG 2X@ RIL^GE � A6P�4LT 51-IINGLE6 xX'p R:1FTEey o 16 - S-=•1THIN6 2Y6 s... a 2JCIC 44F7ERS E iCs"C.C. 15'4"4.4L7�LFER - '- Ir2"R^CF,WE.:-I,•ING ASP-4A- 6F NGLE5 Alp IV6UL. 15�A3�'Ha LT F'AF'Erc iX3 ST'.AP F'MG IJ2 RC.GF SHEk-RING !r y I .I5#HALT BHING_E5 2XIO 24FYETeS a tb"G.C. ILA bOARG 15'AS-HALT F'A='Er - —'---'--- "XI�7s G.1.a '6 O.G. 6EDRGOM'3 .45=144LT SHING_ES R36 IN3LL ..-, 3.4'-713 F'_1'. R38 IN5LL.- -2rcIU s G.J. o'b G.G. -.. . . v IY3 67RAF-INS- I I. p-IN NA ILED F:'S-LED. IX9 ESRA -' II JLrLLESG.'_fcG _� I s •*-2YtO'E r 6' O-G.'--Y J4LLES0:;feG 2X6 e C.C. U I. STD.-APFIVG 2XI"r'a G.J. s 16'O.C. GREAT RGOM R21 INSLLGTIOV 0 'r2 ILALLEC;4RU lE':SIZED L/Le GREAT ROOM c r1.ICE. 1/2".J4LL 5HEAT-IIN6 Ir2"J4LLElC'' G —ULc U ^ 3 � 1-10J9E WF;AF'O;P�E^.LkL 4TH SIDING 2X6's+ '6 C G. E UIVING GAC AGE R2' V5U_AY N t 3/4"TIG PLti'. SHEATH 4G NAILED R GLJEG. IX DECKINS-- HGLSE WF-AP OR EQUAL yr["T!G PLY. SID+ 4G NA LEr 6 GLUED. IF, C.n •e-2X10 a e 77,C.—rIt :X IU'a F•T b 16 - �3U INSuL- —3--sX12'e GIRDER - Z '' •=e3C INSUL. -t4J SIZED LVL's -2Y'D's a'b"C-G- - -;: CONC.FLLED I ` LOLLY GCLUMN. l) EASEMENT lo a COVG.S-A3 4"•GONG.6_A5 { Y CROSS SECTION CCJ CficaSB SECTION E SU IL JCE ADrAer6b DE&IGV S —DI �i / f�J G®T= RE'/ISIGN BAYBERRY BUILDING CO. NEWP©RT jIJ 'I•�1JF�,^,4.1.=�:F npL".In c =LN3 1'.<'C,_SPr•r'F51':+V51s1 a F(,"C.0 IrI LV::F W-J 1 ':.`F._;:T r)F LV9 r,FlnFf r"'PI'Fn-(+-.11 I ::i:nC.r'FTF'::I*'4G5 - -.%'J05 34_I -,TF,r.f-'I .1 PK'L 5TI VF v'K' f' .CAL E.IIL�IJS CC[ES,nC�2:'IAi'S�,.E L:E.,i ".4"KC EE IBC hMl—JEIE_E YlEal EEC—.`lll.3 E`LL Cam-eLL C4'JC' —SLE 'S'�i3�-6 --ClFI�-E-='EJiE=CR C' -V iiILE F.G..�•)y, i; �t��)494_9534 LI CC 11 L C4JC 444 C:� M I-_.6_L'I IF_'.L:CJu1V.`J,�Ja��h:4.c Ch T'KAZ G-.:::I:;JVi IFu:1:71. d L.'-,L L—NLLI 4VC].LVIw J �.L: '�YiPI'yl�+;:,S.�o=r,y.Cc~ I 1 EXTEND HEADER - SIDING TO KING STUD - .. . WALL LENGTH=-la::Q' WALL LENGTH•.9p'-O" -, ' I FULL HEIGHT SHEATHING.12'_@°I I FULL HEIGHT SHEATHING•IB'-O'I 1.10 ACTUAL 5HEATHING= 69 %- ACTUAL SHEATHING=__4`% 7 TYV£K OR EQUAL SHEAR._ I (Min.Required-Dq_%) I - I (Min.Required 43 %) I - N"�'i - 1/2 SHEATHING RATIO. 125 .RATIO=J,23_ _ EDGE NAILING•_ALO-C, I I EDGE NAILING• 4" O.G. - q 3 FIELD NAILING•-J)_O.C. FIELD NAILING=_J2-0-C. j/ L L------------- J !L \ NAIL TOP PLATE SHINGLE STARTER ORTTRU5 AD-E TO HEADER WITH COARSE T 3 O.G. NAILS O.C. 51L ER _ NAIL 8GHEDULE p p' d.COMMON P t SILL SEAL n - TWO ROW 3OF ibd S SHEAR . rSHEAR ;' . ::•.SHEAR.:-.":.i _ ._ .SHEAR SHEAR HEA A .. .: WALL WALL :WALL ALL WALL :. r. .".-.`:'.WALL NA AT 2X L ROD : �' ' ° � I TOP RING 2 CLEAR . . .. . .. � ."-.�;'".� � — :.".:".',:� ' :� ®®9'Xl'®® •g A6PHALT ROOFING ° ... ..'. .. - > ANCHOR15�AS ., OPTIONAL 2 2 rp/a"ANCHOR BOLTS -HALT PAP . 3"X3"PLATE WASHERS W H BOLTS. It ° �TS I/2"SHEATHING ®® ®�. .°A•n TYP.H2.5A TIES J8�-OIL. 40-0• - °d•a ., .DRIP EDGE SHEAR WALL FRONT ELEVATION, ". ° 5"GUTTER ° . SILL SILL DETAILS ado �0•n"a0A On•.°A•n *, IXS.FACIA Ix'a' 'e, d. o 2-1/4"VENTSOFFIT n 1) 1-3/4"BED MLDG. - - \ NOTCH FRIEZE - . _ GARAGE OPENING DETAILS TO RECEIVE SIDING: WALL LENGTH•_A42 - IT ��ALL.LENGTH.94'-O FULL HEIGHT SHEATHING=?>�3'-O'I - I`�//J I FULL HEIGHT SHEATHING- ACTUAL SHEATHING=-Jr1_% I(��I �/://,ACTUAL SHEATPNG•�_% \ - J (Min.Required %) I f' II '//j I Min.Required�9—%J I '' -LEAD FLASHING .. !RATIO= 1.M L�-- RATIO. Z \ I EDGE NAILING•_ O.G I - I EDGE NAILING•�O.G. I \� IX2 AZEK FIELD NAILING•�_O.C. - �// FIELD NAILING= CUT®15° CUT a 15' AV E"I SAYE DETAILS Ao . - . SHEAR _.SHEAR SHEARSHEAR SHEAR. SHEA ' - "WALL .'WALLWALL - .WALL WALL - WALL °A s.� WATER-TABLE DETAILS .. I. 34'-0" I _ 24'-Op SHEAR WALL REAR ELEVATION WALL LENGTH.l4,-0„. - r--- ab-o'---- r --, WALL LENGTH. . _ FULL HEIGHT SHEATHING=.35'-4" D !—!/-/—. _—_--\�1_ - - --'---- . IN —"— . FULL HEIGHT SHEATHING-e'-8" r � ( 1 TH_ i I WALL LENG FACTUAL 6HEATHING•�% : ACTUAL SH£AtHING•�F�% I. WALL LENGTH J-EAT Min.Requlred�eQ%) I I (Min.Requlred�_%) 'II /�FULL HEIGHT SHEATHING=W I FULL HEIGHT SHEATHING- Q"- .ACTUAL SHEATHING= % HEA��I � SHEAR' HEA� / /,ACTUAL SHEATHING.�+�% � RATIO. L25` -WALL WALL RATIO {' (Min-Re uired�J_%) ALL W L ,I Min.Re wired %) q " I EDGE NAILING•�O.C. I I EDGE NAILING•�O.C- I //� q _�'L ' jam\ I I RATIO-1 - � 'FIELD NAILING•JZ__O.C. RATIO• 1.25 �- . IN = --C.:FIELD NAIL G_I2._. �� � � ,/ I EDGE NAILING=�O.C- ( �� I EDGE NAILING.-a!�-oz, 1£LD NAILINGFJ2'_O.G. I 310 .2'-5( 1I ///j FIELD NAILING -G. �\. L_------------J / / r -----------J \ _T . ® '100 H R "SHEAR WALL HEAR®��-." SHEAR SHEAR, .'SHEAR � -��. SHEAR...'" � � H SHEAR -� :�SHEAR :' SHEAR ALL ;'". !':,::WALL . . .'.-. WALL .:'.WALL WALL - AL :WALL ::WALL ALL WALL WALL SHEAR ,WALL IE 22--0" SHEAR WALL LEFT ELEVATION � SHEAR WALL RIGHT ELEVATION BUILDER JOB ADDRESS DESIGN „, n°°n�"n0 p� n q� - �� (>, p�o DAT REVISION DRAWN Bl' PAGE SCALE J� ��stglns ll�ll llll�ll lJll�ll ll J /�LJ(/ 01Jll 03-Z�J-�2 M JB _20F� I/4"•I'-0' BAYBERRY BUILDING CO. NEWPORT W <V F•URCH49E OF DR4WMG9 LEAVED PURCHASER D&9P 91 FOR COMPLIANCE WITH ALL 111 EXALT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS(3)ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE VERIFY DEPTH. - Bf 454-9'34 LOCAL BUILDING CODER 4ND ORDINANCES.J9 p{jIGN9 HAYAY NOT BE HELD RE9PONDIBLE RUST BE DETERMINED BY LOCAL BOIL GONDnION9 AND ACOEPi4BLE T4)VERIFY DTRUCTURAL p c..ENTS FOR DESIGN.SIZE P.O.EIOX ffi5 13 FOR SITE CONDRIONS OR FOR THE USE OF TAWZ ORAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER.. WITH LOCAL ENGINEER AND BUILDING OFFICIALD. �'sr BAWl9rq®LE H.6 O]66B - - AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE MPM E%P(OSURE //p/p/� ]/'�� ON/(�,MASSACHUSETTS CHECKLIST FOR COMPLIANCE l'180 CMR 5301.11.0 M CHECK 110 R/'---1 //\\// (VJS[r--J/COMPLIANCE <c/yr�-� I.I SCOPE WINDSPEED("EC.GUST)-"'_'_"""_--------------------------------------------------------------110 MPH ` WIND EXPOSURE CATEGORY................................................................................8 1,2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) 2 STORIES(2 STORIES�L NUMBER OF NUMBER OF \ '\ JOINT DESCRIPTION G4AILS Box NAIL SPACING ROOF PITCH......................................... (FIG 2) ..................................... 12/12 (D:12�_ NAILS MEAN ROOF HEIGHT...................................(FIG 2) ............__.......................311 FT C'33' ROOF FRAMING BUILDING WIDTH,W...................................(FIG 3)........................_.._._._...., ZFT<00' TYP.FIELD NAIL SPACING BUILDING LENGTH.L.................................(FIG 3) _._...__ _ ..._._...__._..___._Ia5_=4°FT C SO'_AL_ ad COMMON a 6"O.G. BLOCKING TO RAFTERS(TOE-NAILED) 1-0d biOd EAOH END BUILDING ASPECT RATIO(EAU).__.....................(FIG 4)...........................____._.... RM BOARD TORdFTER(END-NAILED) 2.16d }I6d EACH END NOMINAL HEIGHT OF TALLEST OPENING)................(FIG 4).._................._....._.......__.(Z$<6'e"�_ - TYP.VI6"WOOD '• � '> WALL FRAMING 1.3 FRAMING CONNECTIONS _ BTRuctuRA PANEL ! _ ,• ' •',•••'�:• TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4.1. 9-Wd AT JOINTS GENERAL COMPLIANCE WIT"FRAMING CONNECTIONS.... (TABLE 2).............................................. '` \ I•'• ° 07UD TO SCUD(FAGE•NAILEDJ 1-Ibd 2-16d 24"O.G. y ;. 2,1 FOUNDATION \ HEADER TO HEADER FACE-NAILED) 6d 6d 6°O G.ALONG EDGED FOUNDATION WALLS MEETING REQUIREMENTS OF le0 CMR 9404.I ,•;., ••+• FLOOR FRAMING CONCRETE.............................................................................................. AIL I • JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED). 240d 2-IOd PER J0END 19T CONCRETE MASONRY.................._.................._------------------------------------_____._... .�L TYP.EDGE NAIL$PAGING••'•:.•.'.••,^ BLIOCKING To ILL OR TOP PLATE ttOE-NAILED) }6d 4-16d EAG•I BLOCK (Bd COMMON a b°O.G.) LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) }ibd 4•I6d EAG•I JOIST 2.2 ANCHORAGE TO FOUNDATION' \\ \ \\ \ JOIST ON LEDGER TO BEAM ROE-NAILED) 9 Bd 3Otl PER qBT 5/0'ANCHOR BOLTS IMBEDDED OR 5/8"PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY RAFTER fANNECTIONS BdNO JOIST TO JOIST(END-NAILED) }Ibd 4-t&d PER JOIST •'• .•••• • O SILL OR TOP PLATE ROE-NAILED) 2-16d }Ibd PER JOIST BOLT SPACING•GENERAL.........................(TABLE 4)........._............................. .IN._��' NON. \TYP."2.5 TIES BAND JOIST T . BOLT SPACING FROM END/JOINT OF PLATE.........(FIG 5)..................................Cz.:12 IN,<b'-12" ,I LOADBEARING •` ROOF SHEATHING BOLT EMBEDMENT-CONCRETE................____.(FIG 5)------------- _..___._._....___.___._S�IN.>1"�L� ' BOLT EMBEDMENT-MASONRY......................(FIG 9).................................... .0 IN,>IS"�� STUD HEIGHT WOOD STRUCTURAL PANELS >YX3"XI/4"�� UPLIFT . ' RAFTERS OR TRUSSES.SPACED UP TO 16"O.C. ad Iod 6"EDGE/6"FIELD PLATE WASHER...................................-(FIG 5)...................................... MAX,WALL • '•• •,• LOAD 14EIGARING STUD HEIGHT RAFTERS OR TRUSSES SPACED OVER I6'O.G. ad IOoI 4"EDGE/4"FIELD 3,1 FLOORS- HEGHT 20' GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 6°EDGE J 6"FIELD FLOOR FRAMING MEMBER SPANS CHECKED............(PER 1B0 CMR 95.00J............................ �� HAX.WALL WITH NO GABLE OVERHANG ---IT--••' > '• ': GABLE ENDWALL RAKE OR RAKE TRUSS 0d tod b'EDGE/61 FIELD _ MAXIMUM FLOOR OPENING DIMENSION.................(FIG 6)-------------------------------------- FT FT.<12'�L "••' "EIGHT URA`OUTLOOKERB FULL"EIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR.WALL(FIG 6)................... �dL '• HT 10' _ W/9TRUCT ••••- - _ GABLE ENDWALL RAKE OR RAKE TRUSS ed IOd 4"EDGE/4•FIELD MAXIMUM FLOOR JOIST.SETBACKS '••••�• •••'•• - W/LOOKOUT BLOCK$ SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 1U.....................................Liz FT<d�L •,;••; ;•' MAXIMUM CANTILEVERED FLOOR JOIST ' SUPPORTING LOADBEARING WALLS OR 9"EARWALL.(FIG B),-....................................12_FT<d�L •'�.:•••.•,• •• •••• CEILING SHEATHING FLOOR BRACING AT ENDWALLB....................... > s • i GYPSUM WALLBOARD Ed COOLERS l"EDGE/10°FIELD .......__.!FK•9) WALL SHEATHING FLOOR SHEATHING TYPE..............................(PER 180 CMR 55,00)............................._.... �L '•.>. FLOOR SHEATHING THICKNESS------------------ -----•(PER 180 CMR 55.00)-._.._____________.___....................... _IN.�L . > • ••> WOOD STRUCTURAL PdNF18 FLOOR BHEATHMG FASTENING........................(TABLE 2) 13 NAILS AT_SIN EDGE1 12 IN FIELD.�L "• °• '••°'• '^ STUDS SPACm UP TO 24"O.G. Sd tOd 6"EDGE/U°FIELp - - In AND 25132"FIBERBOARD PANELS ad - 3'EDGE/6•FIELD 4.1 WALLS 1/2"GYPSUM WALLBOARD Ed COOLERS 1"EDGE/10"FIELD WALL HEIGHT LOADBEARING WALLS.............................(FIG 10 AND TABLE 5).......................$:-Q'FT<10'�2� FLOOR SHEATHING _ NON-LOADBEARING WALLS........................(FIG 10 AND TABLE 5)............ ..........8_•QFT<20.�� LATERAL .;• •.,. WOOD STRUCTURAL PANELS ••> :•• I'OR.LESS ad 1011- EDGE/U°FIB.D WALL STUD SPACING.................................(FIG 10 AND TABLE 5)....................lk-IN<24"O.C.�L WALL STORY OFFSETb0). • ', •. '• GREATBQ THAN 1° IOd IOd 6°EDGE/6°FIELD .___._________________________.(FIG l<B)-________._.______.__.__._.___._...1=6_FT C d�- •, •... ..,. . 4.2 EXTERIOR WALLS' P.14ORIZONTAL DOUBLE GENERAL NAILING SCHEDULE WALL STUDS _I' LOADBEARING WALLS-_-____--__•__________ ___(TABLE 5)............................2XjL$.FT n IN...AL- SHEAR •:• • ..•.a NAIL EDGE(STAGGERED NAIL --••-• t •'' PATTERN ad COMMON.IX O.C, NON-LOADBEARING WALLS.........................(TABLE 5)............................JX�i.-•�FT�IN�L •' GABLE END WALL BRACING) ° ..', ..- •. �I _ FULL HEIGHT ENDWALL STUDS.......................(FIG 10)..........................._.................. �_ ; ; ..'••: TYP.1/16"WOOD STRUCTURAL WSP ATTIC FLOOR LENGTH.........................(FIG III.........................._-..._.__. n.FT>W13�L „'�'.' •>,. V£RTICAL PANEL SHEATHING GYPSUM CEILING LENGTH(IF WSP NOT USED)........(PIG II)................................... 0 rT>0.9W�L 101 _ �� i i AND 2x4 CONTINUOUS LATERAL BRACE e 6 IN O.C.(FIG IU...............................................FT. _.__CING_..--•--__..--... TYP,SPACING TIDAL EDGE NAIL OR IX 3 CEILING FURRING STRIPS•16"SPACING MIN,WITH 2X4 BLOCKING•4 Ft.SPACING IN END............ •.i: bPACING(Bd COMMON DOUBLE TOP PLATE J019T OR TRUS5 BAYS....... ......................................................... •'.i• ______________ _O,C-1 ' DOUBLE TOP PLATE - •• ,• °•• - SPLICE LENGTH.....................•_....__•...(FIG 13 AND TABLE 6)..._...._.................. A FT.�L - • i SPLICE CONNECTION(NO.OF I6d COMMON NAILS) (TABLE W.......................................�_� •• ••_ •• TYP.FIELD NAIL SPACING LOA05FARING WALL CONNECTIONS - ' ' ' '• ad COMMON"e_O.C. LATERAL(NO,OF i6D COMMON NAILS)............(TABLE 1)........................................ •'••'•'••'•'••'•'••'••• NON-LOADBEARING WALL CONNECTIONS •' ° ' DOUBLE HEADER LATERAL(NO.OF Ibd COMMON NAILS)............(TABLE 8)------------------------------------__. �_ ,•'.•••,'•• LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) HEADERSPANS---------------------------------(TABLE 91............................._&-_FT BILL PLATE SPANS...............................(TABLE 9)._--..........................$�T-ALJN.<11'�L i FULL FULL HEIGHT STUDS(NO.OF STUDS)...............(TABLE 9)....................................... NON-LOAD BEARING"WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENING8 FOR COMPLIANCE TO TABLE EIGHT • • ° STUD HEADER SPANS ...........................(TABLE 9)..............................]_FT QIN.<12' 1/ -ed•e°•44.e r p•eO,°�� BILL PLATE SPANS......................._......(TABLE�................ _.._.�FT�_JN.C R' •J ••. , s �EIWIUBLE JACK STUD e s REMENTS AT EACH END OF HEADERFULL HEIGHT STUDS MO.OF STUDS)...............(TABLE 9).....__.___._.._____..___.____......_..� � °,! 1••!e ye ° . ° . MINIMUM BER OEXTERIOR WALL SREATHING TO RESIST UPLIFT AND SHEAR SIMULtANE0U9Llo •e 0•e O'e R. On O' HEADER SPAN HEADER UPLIFT LATERALWINDOW SILLMINIMUM BUILDING DIMENSION,(W) - „' e .' s • ° e (FT,) SIZE UD91G (LB.) (LB.) i> i NOMINAL HEIGHT OF TALLEST OPENING2,.........................................................` S" -<6'8°�L r a°•! 24"O.C.MAX.•' 4 °• 24"O.C.MAX. • 4 .�. SHEATHING TYPE................................MOTE 4)............................................ �,L O•e 1•e ......... EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 4 IF LESS)................... IN.�_ STUD SPACING, , 1 > ,•• STUD SPACING 2' 2-2X4 1 2T1 132 - - s - - •' a •' .' e p e 4 FIELD NAIL SPADING.............................(TABLE 101 .......__._.........................�IN.�( °•!° °•!° °•!° °.!tr°•! °•'.Irr'4 " ° - SEE PAGE 6 OF l 1•e de.°d•e 0 _ BNEAR CONNECTION MO.OF Ibd COMMON NAILS/ (TABLE IOJ--------------------------------------- -1L- '•. O'e 0.0 O•e 0•e 'e 4' 2-2X4 2 554 264 PERCENT RILL-HEIGHT 814EATHINC................(TABLE 101.................................... % _�_ •. ,a.° ,e ° ,e•°ate•• �e�•° 5' 2-2X4 3 693 330 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8'(DESIGN CONCEPTS]..................... �.� ! •�• ,• .... 4 MAXIMUM BUILDING DIMENSION,(L) �� ° °d•e d•e 'e .°0'e 6' 2-2X6 3 831 3S6 •'•°""' ___. "" NOMINAL HEIGHT OF TALLEST OPENING 2.......................................................IZc(6'8"�1L /..__'r:..__.. ___ _ .._. r_. .. '••• 7 2-2X8 3 9l0 462 - a ____________________1C2_ �L- 8"EATHING TYPE...............................MOTE )._................... .°0•a .°d'e.'d•e .°O•e .°O• .°Oe .'0•e.°0•0 .°Oy'°, EDGE NAIL SPACING.............................(TABLE II OR NOTE 4 IF LESS)......._..._.._._...�IN.�_ MAXIMUM WALL"STUD HEIGHT STUD SPACING / 8' 2-2XI2 3. 1108 528 e FIELD NAIL SPACING.............................(TABLE II)....................................... IN._1L SEE PAGE 6 OF l 9' 3-2X10 3 I l 594 a 6a<,• °4,•,!w e,! ,v,!° ,w. !a'e••w•e, ° >a, °,atipe SHEAR CONNECTION(NO.OF 16d COMMON NAILS) (TABLE W.......................................- �- 'RAFTER CONNECTION AND WALL SHEATHING 10' 3-2X12 4 1,385 660 �• ° ° PERCENT FULL-HEIGHT SHEATHING (TABLE IU--------------------------------------_�% �L . •. TYP.ANCHOR BOLTS AND 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8°(DESIGN CONCEPTS)....................._._.. �- - II' 4-2X10 4 1524 l26 '• 1' a '.' o .' e s s e,! •,! e,! e, e, 3'x3'XV4'PLATE WASHER,!° e, WALL CLADDING 'e .°0•e .°de .°d•e°.°On'.°0'e 6, 0•e O'e d•e.°0•e•.° RATED FOR WIND SPEEDT-------------------------------------------------------------------------------- �L TABLE S, WALL OPENINGS - HEADERS e ,. e , ,>. e •. , >. >. 5.1 ROOFS •e .°0•e.°d•e .°0•e!.°d•e!.ed•e!.°o•°•.°o•°!.°d•e>.°d•e!.°d•e ROOF FRAMING MEMBER SPANS CWECKEDI(FOR RAFTERS USE AWC$PAN TOOL,SEE 6BR6 WEB91TE) IN LOADBEARING WALLS ROOF OVERHANG...................................(FIGURE 15)..............=FT<SMALLER OF 2'OR L/3�24� ° •° .-° - •- TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS - NOTES: 0•e On .°0•0 0•e .°O•e .°0•e .°0•e .°O•e .°0•e .°0'• PROPRIETARY CONNECTORS 1. THIS CHEKLIST$HALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY,WITH THE .' a •' o .' s .' a •' a .' a .' a •' a •' o UPLIFT----------------------------------------(TABLE 12)...___...__......._..._ .............U•29taPLF REQUIREMENTS OF 180 CMR 5301.2.1.1 ITEM L IF THE CHECKLIST 16 MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL---------------- ..................... .....................................L•j]�PLF_�L AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 00 MPH GUIDE: $HEAR... ---------------------------- 12).....................................5•�PLF�_ Al STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131................................T•yg4_PLF 6:20 GAGE STRAPS PER FIGURE II GABLE RAKE OUTLOOKER............................(FIGURE 20).............. Q FT<SMALLER OF 2'OR L/2 C:UPLIFT STRAPS PER FIGURE W TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS D:ALL STRAPS PER FIGURE n , E 181� PROPRIETARY AR7 CONNECTORS--•---------------••(TABLE W)................................_---.U•4�]yB.�L 2. EXCEPTION OPENRNER ING WEGHTOOF UP TO FT.8HALL BE PWNS PER FIGURE Iba AND ERMITTED WHEN 5%15 ADDED TO THE PERCENT FULL+IEKaNT BREATHING HEADERS LATERAL MO,OF Ibd COMMON NAILS).........(TABLE H).....................................L•148L0•�L REQUIREMENTS SHOWN IN TABLES 10 AND It. - STUDS AND 1-)FADERS ROOF SHEATHING TYPE,.............................(PER 100 CMR 50.00 AND 59.00)...................... �1L 3, THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM PIN.NOMINAL THICKNESS PRESSURE TREATED-2-GRADE. ROOF SHEATHING THICKNEBS_---__.•__.___-_•--_____•.•----------------------•_•---_-_-.-_�ILZ IN.>1/Ib°WSP�L 4 A.FROM TABLE 10 AND II AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL-WEIG"T AROUND WALL OPENINGS ROOF SHEATHING FASTENING..........................(TABLE 2)............................................. SHEATHING AND NAIL SPACING REQUIREMENTS. �-> BUILDER JOB ADDRESS DESIGN QQ QQQ n/JQ QO JI� �J� �O�{� 11�0 O1 OS-12 R»VISION DR,WBN BY • -PAOFET 14CAL-0 �� `esI ns BAYBERRY BUILDING CO. NEWPORT (,✓l.OF _U �_ 1- IJ•�) W N PN2CHA9E OF DRAWNG9 LEA SS PURCH49ER REgppN91BLE FOR CAI'1PLIdNCE WTN ALL (2)EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 13J ALL FOOTINGS SLNLL EXTEND BELOW FR09RINE VERIFY DEPTH. f LOCAL BUILDING CODES AND ORDI114NOW JS DF51GN9 MAY NOT BE HELD RMP"*`LE MUST BE DETERFIMED BY LOCAL 601E COND1TgN9 AND ACCEPTABLE. (4)VBiIFY bTRUCTURdl ELEMENTb FOR DESIGN 1 SIZE ('-o ear Jns (SIoBI 49¢9.Jr3.q OF OIR SITE I FOR C ITION FOR THE USE OF lIff9E DRAWINGS F-T -.G.-LOCAL. OLRMG CONSTRUCTION. ILES CONBTRLGTWN.VB31FY B•K MIDi. WDH LOCAL ENGINEER AND BUILDING Z OFFIGAL$. ([69T 94RN9TAeLO MA`OffieB