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HomeMy WebLinkAbout0260 CHURCH STREET 4 I ' C5670 UPC 12543 No. 53LOR y WLSTINCS. MN AJ i N r 30�� l g> �f ow N PIS r � �'� o� Town of Barnstable,MA 06/11/2021 C E-21-192 Code Enforcement Complaint Status: Complete Date Created: Jun 11, 2021 Location 260 CHURCH STREET West Barnstable, MA 02668 Owner: COHOLAN, RYAN D&KATIE J 260 CHURCH STREET WEST BARNSTABLE, MA 02668 Please identify the problem: Gas/Plumbing Zoning/Signs O G Electrical Building Code O O Complaint Complaint Summary Caller concerned that neighbor is creating a parking space for an RV adjacent to his mother's property. This project involves importing soil to change the elevation in order to accommodate the RV. It also required removing part of a stone wall. The application was approved by OKH. The caller says they are concerned about a [potential run-off problem due to the change in topography. The landscape plan was said to be incorrect as plantings are depicted about 5' into the neighbor's property. Additional Information Owner Name Owner Work Phone Owner Email Tenant Name Tenant Phone Tenant Email Property Manager Name Address Lity State Town of Barnstable r FTHE)r, Building Department Services Brian Florence,CBO vRARNGTABLE MAE& Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508,862-4038 Fax: 508-790-6230 COMPL /IN UIR REPORT Date: 21.31/% Rec'd by: Complaint Name: Map/Parcel i �6 Location Address: 2-60 CA Q9Cj± JE. 1/0 Originator Name: 31F.6--f--`( ( OA) Street: 2 9 2- U-(J�2af ST Village: tA),(0�W5f ,t estate• Zip: 0Z6 6 Telephone: - !2 7- 9950 Complaint Description: / L-Q,10 6­ L-03; -12 L-W- IC—IIC7 FOR OFFICE USE ONLY Inspector's Action/Comments Date: Inspector: Additional Into.Attached Q:forms:complaint Revised:08/16/17 P AW \ y } OW. re '~� / �i �' '/ ♦1y �'• ✓� � A We [�ilk;Ja INS 1 OViN .i ►. �t L A� /�%✓ \\ �j' t-",���� gtir�•�,�.f +y_ ��•�1!"'_J�+� �� ��- Ite' �j•{'e j- ����J- ����� y Hi. 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(���y w„•` ,♦ %• ` + j• � _ i t � _. :��7�•1'� _,�' t• �r`y� � �'y���'�'� �,t�?:,�v'i �;x:�tr� , / �; T'��! �\/ `."q�'� t pp < • .A:rc•.�.f'�1� 9� �, •t• •a 1! �S�,a�'• :,•;"�ij +�� 'r•i• '•lei+ j ,�'` �Y� =1 ,• .1���_Y1l.�y+�F;►: � �`1!R � !s:,�l�d��� '~i!�'� �� Y/ti�.�'kT'•.;v� ��'K7 .. , ,.�1�;'.\ IL •�,` Vv W „+ u# _ , .�..t S '�.�..: _t _ Y ,� ,=may `r� \ �a '? !♦ rJ '1�. Oft- .r` / ,I / 1ii! PAN ' 4 w o B_ stable _ Town f am toBuilding 'p :.."� '.4`$.•5,x✓, .: .vg#". q'''..• ' "�:"' ''- �` a.L ,y,. :.t .,."'a-$ .-.�. ,..asssrrxs-„,„n n., x ara -:e,^t •` � r Post ThisCardSoThatit is V,�sible From;th'e;StreetA"° rovedrPlansNlustbeRetained on-Job�and thistCardIVlust be Ke ;f ininvsrwru.c. s- • IPosted�U.ntII Final Inspection Has.B,een,�Made. ..-� �. . ,,; � ,<,� ,� -P rmit hartu �.Y 15�rRegd' ur ing shall N be� � pl � pbe�e made- Permit No'. B-17-4215 Applicant Name: MATTHEW G YORK Approvals -Current Use: Structure 9� Date Issued: 12/07/2017 /S�g� ! Permit Type: •Building-Detached Accessory Structure Expiration Date: -•06/07/2018 Foundation:' �o F Residential � Bo/irs•rr�.d s m � Map/Lot: 153 007 Zoning District: •RF Sheathing: Location: 260 CHURCH STREET,WEST BARNSTABLE � Contractor Name MATTHEW G YORK Framing: 1 Owner on Record: 'COHOLAN RYAN.D&KATIE J �� ' �' r 3 �� Contracor License CS 097162 2 Address: 260 CHURCH STREET �Y g " � > r g � _ � , ; Est"-, ct Cost: $.75,00.0:00 �WEST:BARNSTABLE,'MA 02668 � � Chimney: Permit Fee. $482.50 VISYMMAYinsulation-. :Description: CONSTRUCT A 24 30 BARN (720 SQ FT) . F Paid 5.482.50 r Project Review Req: AS BUILT REQUIRED: bat e� 12/7/2017 Final: . ' ;� _ :P umbing/Gas O U ME, 224M.NX Rough tubing: WE M * Building Official Final Plumbing: CAE This,permit shall be deemed abandoned and invalid unless the work authonzedabythis permit is commenced within six months after issuance. Rouges Gas: ram ^ ' �z :All:work-authorized by this permit shall conform to the approved application'fand thexapproved construction documents foKWhich;this permit has been.granted. Final Gas: All construction,alterations and changesof use.of:any-building and structures shalhbe in compliance with the local zoning-, y laws+'and codes. ,This permit be displayed in a location clearly visible from access street or road�and shall be maintained open for ppublic inspection for the entire-duration of the work'until the completion of the same. ' P � Electrical g � � = Service: The Certificate of Occupancy will not be issued until all applicable signatures,by the+Building and Fire Officuals areprov ded on'this permit. Minimum of Five Call Inspections Required for All Construction Work M, .1.Foundation or Footing s � � Rough: 2.Sheathing Inspection 3.'All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection , 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation i 7.•FinaLlns Low Voltage-Final:�pection before Occupancy - _ Health , Where applicable,separate permits are required for Electrical;Plumbing,and Mechanical Installations. Work shall riot proceed until the Inspector has approved the various stages of construction.' :Final: "Persons contracting with"un registered-contractors.do•not'h ive accessto the guaranty fund" (asset forth in MGL c:142A). fire.Department a Building.plans are:to be available on site _ — Final: All Permit Cards are the property-of-the APPLICANT-ISSUED RECIPIENT i .. Town of Barnstable .Building . nxraerww�a _, PostT:his Card So�Tha isible From the Street-Appcoved�Plans Must bea Retained on,Job^and�this�Card Must be�Ke:pt M' Posted Until Final Inspection Has Been Made. s Permit:.,,,, ' , : Permit No. B-18-1287 Applicant Name: Robert Bourque Approvals Date Issued: 04/26/2018 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 10/26/2018 Foundation: Location: 260 CHURCH STREET,WEST.BARNSTABLE, Map/Lot: 153 0.07 Zoning District: RF Sheathing: ,'` � k�Contractor Name Robert G Bourque Framing: 1 r n Record: OLAN RYAN D&KATIE J. d Owne o eco d. COH x. � • �1 : ContraM-1 ense' 6435 2 Address: 260 CHURCH STREET. � ���� WEST BARNSTABLE, MA:02668 y < Est EPrbject Cost: $'0.00 Chimney: Wt Description: Insulated galvanized sheet metal su re,pply�and retu ductwork Permit Fee: $85.00 Insulation: ` Fee Pad $85.00 Project Review Req: Final Dat 4/26/2018 �'� Plumbing/Gas Rough Plumbing - - -' x Building Official Final Plumbing: a Rough Gas This permit shall be deemed abandoned and invalid unless the work authorized by,,this permit is commenced within six months�a,er,issuance g i r am ... All work authorized by this permit shall conform to the approved application rid the approved construction documents for�whichahis permit has been.granted. ~ � Final Gas: All construction,alterations and changes of use of any building and structures shallibe in with the local zon'40 lawsrand codes. This permit shall be displayed in a location clearly visible from access stree6 r.road and shall be maintained open for publicrospeytion for the entire duration of the work until the completion of the same. Electrical N # Service: The Certificate of Occupancy will not be issued until all applicable signatures by.the�Building�and,Fire Officials are=prrovidedxon-this permit: . Minimum of Five Call Inspections Required for All Construction Work: ' 0 Rough: 1.Foundation,orfooting: ��,.. m 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low.Voltage Final: 7:Final Inspection before Occupancy Health 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. Final: "Perrs`ons 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 r Commonwealth of Massachusetts Shee etal Permit Map Parcel a�Date: 1 z g AP Estimated Job Cost: $ ,' `� tow o�R26 20&rmi Plans Submitted: O ✓ we ed: YES NO Q N ��� �jy¢D C Business License l Applicant License,, 3 �� Business Information: Property 0 :er/Job nation Information: 6 o U� ! �.vUI�GGI Name: Nam.,. �l �j Street: .m Gl. ✓ Street: City/ToNAm: Pik City/Town: Telephone: `2 d 7 Telephone: Photo I.D.required/Copy of Photo I.D. attached: YES ✓ NO staff mieal J-1/M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10;000 sq. ft./2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational i Fire Dept.Approval Institutional_ Other Square Footage: under 10,000 sq..ft, V/ over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: ✓ Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done; ��s u I��( r a I v a,�► �zed ��e�" w�-�1 i INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes u-<o Q i i If you have checked Yg,,indicate the type of coverage by checking the appropriate box below: A liability insurance policy [ Other type of indemnity ❑ Bond ❑ I OWNER'S.INSURANCE WAIVER:I am aware that the licensee does not have the insuranc overage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit applicatio this requirement. 4. Check One Only Owner ❑ Agent ❑ Signature of Owner er's Agent s By checking this boXl],l hereby certify'that all of the details and information I have submitted for entered)regarding this application are true and accurate to the best of:my knowledge and that all sheet metal work and Installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. i Duct inspection required prior to insulation installation:YES NO ! i'rog ecr s�nsggctions Date Comments i I i Final inspection ' I Date Comments i Type of License: 3y ❑Master 4 ride ❑Master-Restricted i :ity/Town ❑Journeyperson Signature of Licensee 'earn#F j ❑Joumeyperson-Restricted License Number. :ee S El Check at wuvw,mass.aQ dw I nspector Signature of Permit Approval Town of Barnstable ' .�.. $ Regulatory Services s ASS i Z Thomas F.Geiler,Director ibg¢ ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis;MA 62601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section T If UsiU A ]wilder I, Ryan D. Coholan ,as Owner of the subject property hereby.autboxize �Ir V�- t_a�0 to act on my behalf, . in all,matters relative to work authorized by this building permit 260 Church Street West Barnstable, MA (Address of job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence,is installed and pools are not to be utilized.until all.final inspections are Performed and accepted. i Signature of Owner Signature of A Ryan D. Coholan 6��G U� Print Name Print Name 04/23/2018 Date Q:FORMS:OWNERPERMISSIONPOOtS l pR lr-S= L"ICENSE' • , PIONE„tS56,.ri � . e to C�RMO^O'KMED.nnCAcRTWAY .p -Me y� MARSTONS NHLLS M 02Wl C8 .��i�J��+r���-=5a0D OStl20U Rw 07�1t21D9 •.3� �f• COMMONWE.AtiTH OF:MASSAHISET " v��,�Y .�, ��BOAFiD •; SHEET M It LW LORKR$ � " s lSSUESxTH FOLLOWING LICENS N w 1 " :BUSI ES Frj,4? A Rt�BMT G BOURQUE` BOURQUE kjgAMIN6 AND COOLI G',C ZINC ` ,� J� PO BOA" .G.. z•a, S„ # ys, , 't'FY`F �t- t\, w '. �yMARSTONS.MILLA.A2 S;M648" - A 264529 �;>. , The Commonwealth of Massachusetts Department of Industrial Accidents - Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name (Business/Organization/Individual): 60V� Address: City/State/Zip: G�NIi/1,t$ O a 1 Phone #: "OZa 8 Are you an employer?Check the appropriate box: Type of project(required): 1.L✓J I am a employer with 10 4. I am a general contractor and 1 employees(full and/or part-time). have hired the sub-contractors 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. Q Demolition working for me in any capacity. employees and have workers' 9. Q Building addition [No workers' comp.insurance comp.insurance. � required.] 5. ❑ We are a corporation and its 10.Q Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other 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 isproviding workers'compensation insurance for my employees. Below is the policy and job site information.Insurance Company Name: CM L e.� OASOLJ�y Policy#or Self-ins.Lic.#: U p -5-H m 3 o ` -17 Expiration Date: 5 ? ,0/8 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce u r the ins and penalties of perjury that the information provided above is true and correct. Si ature: Date: Phone#: bA -110 -JO 8 I 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. Contact Person: Phone#: f "MON BORQHEA-01 TV SWOOD '44104CM E111'* CERTIFICATE OF LIABILITY INSURANCE DATE 110 0 1r02112o1701 7 1() THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT N E: Rogers&Gray Insurance Agency,Inc. PHONE FAX 434 Rte 134 (AIC,No,Ext): IAIC,No:(877)816-2156 South Dennis,MA 02660 ED'ESs:mail@rogersgray.com INSURERS AFFORDING COVERAGE NAIC d INSURERA:Arbella Protection Insurance ComDany,Inc. 41360 INSURED INSURER ElArbella Indemnity Insurance Company,Inc. 10017 Bourque Heating&Cooling,Inc.&B&L Equipment,LLC INSURERC: PO Box 770 INSURER D: Marston Mills,MA 02648 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS& TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF YYYYI MM,Do EXP NYM LIMITS A X COMMERCIAL GENERAL LIABILITY EACH'OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR 8500066405 10/01/2017 10/01/2018 DAMAGE TO RENTED g 500,000 MED FXP(Any oneperson) S 6,000 PERSONAL&ADV INJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES PER., GENERAL AGGREGATE $ 2,000,000 POLICY T J,(T LOC PRODUCTS-COMPIOPAGG S 2,000,000 OTHER: EBL AGGREGATE $ 2,000,000 B AUTOb10BILELIABIUTY COMBINEDSINGLELMIT 1,000,000 (Eaaafl� ANY AUTO 1020058494 10/01/2017 10/01/2018 BODILY INJURY Per S OWNED rXX SCHEDULED AUTOS ONLY AUTOS BODILY INJURY eraccidentX HIDED NON-0tNNED PROPER�Y AMAGE AU OS ONLY AUTOS ONLY Per acc ent $ $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 3,000,000 ExcESSLAB CLAIMS-MADE 00066406 10/01/2017 10/01/2018 AGGREGATE 3,000,000 DED I X I RETENTION$ 10,006 WORKERS COMPENSATION STATUTE I OTH- AND EMPLOYERS'LABWTY YIN ONICERFM¢J�,ggO�RR/F'AK'bERIExECUTIVE ❑ NIA E.L EACH ACGOENT ('� m NM) EL DISEASE-EA EMPLOYE If yes,describe under DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY UMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additlorral Remarks Schedule,may be attached H more space Is required) HVAC Contractor General Liability Coverage Includes: , Per Project Aggregate Limit Blanket Additional Insured endorsement as Required by Written Contract Additional Insured-Contractors-Completed Operations as Required by Written Contract Primary&Non-Contributory as Required by Written Contract Transfer of Rights of Recovery as Required by Written Contract SEE ATTACHED ACORD 101 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Main Office 367 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 0-4 5/22/2017 7:48:58 AM PAGE 2/002 Fax Server CERTIFICATE OF LIABILITY INSURANCE DATE(Mnn/DDlYYYYI YIFIGATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.- THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND ORALTER THE COVERAGE AFFORDED BY THE POLICIES BELAN(. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPft4"6NTAYIVE R. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the po8cAies)mast be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to Um certificate holder In Ilau of such andorzementtsl. PRODUCER CONTACT NAME ROGERS&GRAY INS AGCY PHONE FAX 434 ROUTE 134 (AC,No,Exq: (A/C,Nog IEdV4tIL SOUTH DENNIS,MA 02660 ADDRESS: 72 WFS INSLIRERIS)AFFORDING COVERAGE NAIC O INSURED INSURER A: CON 1TIVENTAL CASUALTY COMpATtY BOURQUE HEATING&COOLING CO INC INSURER e: INSURER C: INSURER D: PO BOX 770 ItR 5: MARSTONS MILLS,MA 02648 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CCRTIr v THAT THE FOLmm OF BtSNRApCE LISTED BELOW HAVE 6CB11 ISSNCD TO T11C INS,MCO NRRED ABOVE FOR THE POLICY reRAD INOGATED.I ownrNSTAmmo ANY ASQuEtENENT,TEnm OR CONOrTCN OF ANY CONTRACT OR OTH SR DOC{Rp1T WITH RESPECT TO WHICH THIS CERTIFICATE dWY BE t5SLIED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HINlC11 IS SUBJECT TO ALL THE TERM EXCLUSIONS AND COMMIT==OF SUCH PO XWS-LV4WS SHOWN My HAVE BMW REOU CED BY PAM CLAN*& Imm ADD SUB POLCY EW DATE POLICY FXP GATE LTR TYPE OF INS L R POLICY NUMBER IMM MYYYY) (Mw=%YYYY) LBRTS CENAMI.LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILrTY AINAGE TO RENTED $ CLAIMS MADE OCCUR. REMISES(Eaocctmrice) rDEXP P(Any one perso $ NALB ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: ALAGGREGATE $ POLICY aPROJECT OLOC8-COMPIOP AGGAUTdMaILE:UABIUTY NEDSINGLEAPfY AUTO a eccider4) ALL OWNED AUTOS INJURY SCHEDULE AUTOS rson) HIRED AUTOS INJURYNON-OWNED AUTOS iaenr) RTY DAMAGE S iaerd) TOR UMBRELLA LIAR OCCUR ACH OCCURRENCE S EXCESSLIAe CLAIMS-MADE AGGREGATE S DEDUCTIBLERETENTION SKESYs COMPENSATION AND V- WC STAMORY OTHER BMPLOYEWS LIABILITY WN UBSB3953OA-17 05M 72DI7 0&17/2018 uMrrs JAY PROPERrrOR/PAR7NEW6XECXJI•IVE a N/A E.L.EACH ACCIDENT $ 1,000,000 OFFICERJMEMSER O(CLVOED? Irlowla"InNH) EL DISEASE-EA EMPLOYEE $ 1,000,GDU Y yes•aesWue uriaer DESCRIPTION OF COERATIOMB below E.L.DISEASE-POLICY LIMIT S 1,000,000 DESCRIPTION OV OPE3RATIONNB/LOCATIONSIVEHICLESMESTRICTIONSISPECIAL ITEM 7TLIS REPLACES ANYPRIOR CWJVICATU LSSDFD TO TM CERTIRCA716 HOLDER AMCTTNG WORKERS COM➢COV&RAGR CERTIFICATE HOLDER CANCELLATION TOWN OFBARNSTABLE SHOULD ANY OFTHEABOV&Dfi M2DPOLICISSBECANCELLED BEFORE TH TION DATE THEREOF,,NOTICE WILL OF DELIVERM 367 MAIN ST � IN ACCO RD E WITH THE POLICY PRO J AUTOO ESUNTATIVE HYANNIS,MA 02601 : ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1888.2MO ACORO CORPORATION. All ri Teserved. r I would have suggested that any large windows in Mr. Coholan's barn face the back of his substantial property—not mine. How would Mr. and Mrs. Coholan like it if I were to build a barn in my back yard with windows that would overlook their porch, third bedroom in the attic, main bedroom, and new deck and patio by their new kitchen? Mr. Coholan built the dormer windows when they were not on the plan and now after the fact of building them, which the building inspector asked him to stop, he is coming back for approval. That is not right! The neighbors and I also don't think it is right to build a structure that is considerably larger than the one on the plan reviewed by Old King's Highway. Mr. Coholan finally did submit full-scale elevations of the barn to Old King's Highway on Feb. 16, 2018 after I raised questions about the dormer windows. I also think the dormer windows should be vetoed because by not putting them on the plan submitted to the Old King's Highway Committee, members were not alerted to the possible real reason for the windows and placement of the barn so near the house—a future use of this large structure as a living space or apartment. Because architectural elevations of the barn were not available from the Old King's Highway office, which I would have shared with my neighbors along with the elevations of the kitchen addition to the house, we were denied the opportunity to see the details of the barn Mr. Coholan was proposing. All that was available was an 8 x 10 plot plan with no elevations, an omission that resulted in a long-term negative impact on our lives. One last and very important issue needs to be raised, and that is the excessive lighting of the Coholan property—sometimes all night long. They have installed, in addition to cameras -- 8 or more motion sensor lights on every corner of their house, on their shed far back in the yard and a light often on all night on their driveway. When they add lights and cameras to the barn and the cupola, the situation will become even more distressing to the neighbors. We all use outdoor lights, but we turn them off by 9 or 10 at night, so as not to disturb one another. I realize lights may not be within the jurisdiction of the Old King's Highway committee, but by allowing the dormer windows,the cupola and the overall large structure, lights will become an even more serious issue with the adjacent neighbors and make the barn more visible from the street.-, I am asking the Committee, at a minimum, to require Mr. Coholan to remove the dormer and its 3 windows and if windows are needed to allow light into the bam's large second floor, to suggest that he install them facing north to overlook his own backyard. I am also asking the committee and the Town to reconsider the wisdom and justice of rules that allow one family to put up an overly large structure 15 feet from a neighbor's border on the right, to cut down all the trees that once stood between their house and the one across the street, and to present the neighbor on the left,broadside, with a 30-foot long structure, 25 feet high, that dominates the view from her property. Thank you for your consideration and time, Priscilla Jones 240 Church Street West Barnstable, MA 02668 (508) 375-6364 i Statement to Old King's Highway at March 7, 2018 Meeting on Barn at 260 Church St. I don't know how the zoning and permitting process allowed such a large structure—which is the size of a house—to be built in the Coholan's backyard without fully considering its effect on the three nearest neighbors and on the character of Church Street, which has officially been declared a"scenic road." I certainly don't know how a barn described as 24ft. x 24ft. on the plan approved by Old King's Highway September 27, 2017 ended up being 3Oft. x 24ft. with an unpermitted dormer with three windows in the roof. This is not just about what is virtually a second house or apartment with a garage under it on a single-family lot on Church Street. It is about a general relaxation in the standards that have preserved this historic village for so many years and good relations between neighbors who abide by the requirements of living in an historic district. This whole building would not have been such a big issue if it had matched the size described on the plan given to Old King's Highway, had been properly placed farther back on the 2 1/2 acre site and if Mr. Coholan had not clear cut his lot, eliminating screening for the 3 neighbors around him, greatly reducing their privacy and causing them considerable and unnecessary distress. Where there were once 15 or so trees, including a large oak, between Mr. Coholan's house and the neighbor's house across the street, there are now no trees—especially near the road. Unfortunately, I am in the process of spending a lot of money—money I can ill afford at this time in my life—to purchase trees to reestablish some semblance of a natural buffer between our two houses. Also while Old King's Highway used to put large emphasis on placing sheds and secondary structures behind houses with the least visibility from the road, that does not appear to have been requested in this case. It seems that the standards of the Town of Barnstable have eroded when it comes to the size and placement of structures, and the cutting of trees. Ten years ago, residents were required to get permission from the Old King's Highway committee to cut down a tree more than 6 inches across. Now property owners can chop down almost every tree, gouging out large sections of a wilderness corridor, with few, if any, objections from the Town of Barnstable. How did this relaxation of standards, devised for the public good and to preserve the beauty of our villages, occur without full disclosure and discussion in civic meetings and in the Town Council? But the main issues at this meeting today are the size of the barn which does not match the description on the plan approved by Old King's Highway last September and the dormer with its three windows in the roof which was nowhere on that plan. If I had been able to pick up detailed elevations of the barn—its height, size and windows—I would, first, have objected to the 30. x 24 ft. size of the barn and its height, made even more obtrusive by a 5-foot cupola. Second, I would have strenuously objected to the windows 16 feet in the air which look down on my kitchen, porch, side deck and bedroom, really invading my privacy, the privacy I have enjoyed for so many years. My neighbors, who have also lived here for a long time, have told me that they, too would have objected to size, location, and loss of privacy. 0 TLx - cSe.c, P l- 5�� � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 5-� Parcel 0 01 o Application # / `G 0 l Health Division � Date Issued 2 Q7 7 ,. �� , Conservation Division %� ��iy � � . Applicatio e Planning Dept. ��®s /� Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis�l Project Street Address 0 C HOR G 11 5-'ree t Village'-- U-)9 S �9 ✓NJ i�610 Owner R y a'4 D Cr 11 ,4 Cot/dhh(Address R'66 `lfu��f1� . ? zVr 134AAA.T.. 11-e- Telephone r 3 O�' f/©� 't d Permit Request a�/,/'f11�JZ!' u' a2.� X 3 &44Al 0 a 6) Square feet: 1 st floor: existing 0, proposed a 2nd floor: existing proposed Total new Zoning District R Flood Plain Groundwater Overlay Project Valuation �fi��°�°° Construction Type WVOO 614V Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure 'yX1W Historic Housed ❑Yes &No On Old King's Highway: C�&s ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑'Other POyv ems. !/ Basement Finished Area(sq.ft.) @ Basement Unfinished Area(sq.ft) Number of Baths: Full: existing ® new O Half: existing 0 new d Number of Bedrooms: 0 existing 0 new Total Room Count (not including baths): existing O new. 0 First Floor Room Co&t Heat Type and Fuel: ❑iGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Clio Detached garage: ❑existing anew sizP_Pool: ❑existing ❑ new size _ Barn: ❑ existing Vew size_ �_J_D , Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization 0 Appeal # Recorded ❑ Commercial ❑Yes OMo If yes, site plan review# Current Use d"S!YeA)li s y Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1W,4 9 h?V ele— a DO -li-t Telephone Number 7� Address %O lb 0 Y 9 4 License # P. 5 Home Improvement Contractor# Email GV tf�- &I G YfIAi (Pq Worker's Compensation # K/C V00 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO `t SIGNATURE �'li DATE ` / FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED ; MAP/ PARCEL NO. ' ADDRESS VILLAGE }' OWNER J' ' DATE OF INSPECTION: FOUNDATION FRAME + INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO'.- OFRANO BOUNDARY PER /� / h s 4� 0 AlWWM/NAAON OF �+ ARRUCAMITYOA 05-028, ° / E�anPia �qo� �U LOCUS APR/L B, 2005 / / /- FAT R�"Sr t/ USGS - SANDWICH QUAD 40 ' 2000 0 1000 2000 4000 Cly t» - 2000 FEET zCOHOLAN, RYAN D & KATIE J 260 CHURCH STREET WEST BARNSTABLE, MA. 02668 MAP/BLOCK/LOT: 153/007 00 PROPERTY ADDRESS: 260 CHURCH N I u STREET 42 - DEED BOOK: 28881 PAGE 117 PLAN BOOK: 588 PAGE 47 / / / j / \ PLAN DATE: JANUARY 8, 2004 / / / I Exlsfing Shed 6loe Agprox. /ocafion FLOOD ZONE X SEE FEMA FLOOD 5 / , INSURANCE RATE MAP NUMBER 25001C0553J, EFFECTIVE DATE JULY 16, 2014 16. ZONING DISTRICT: R-F AQUIFER PROTECTION DISTRICT •'S�, / —r / t PROP °' to MIN. LOT AREA: 87,120 SF NI-60.41; 0 W Exisling / 4X30 i-I MIN. LOT FRONTAGE: 150 FT. �- BARN uo P MIN. FRONT YARD: 30 FT. i 11.00' \ l 40 ) 16.0, c� MIN. SIDE/REAR YARD: 15 FT. N00 �' - N MAX. BUILDING HEIGHT: 30 FT. TOPOGRAPHIC CONTOURS, PRODUCED FROM ._.. _ Screen -•Prop. ` DATA PROVIDED ONLINE BY NOAA Porch Dee 44't \ https://coast.n000.gov/dotoviewer/ - \1 ri 1 E,rislin9 h'oUse P_I °� \ \ 2011 data ` LOcof%on ►eo beg \ 44 \` \ 4 3� 1 \ PROPOSED \\ ` ADDITION OF DAVID b ` r ST SASloo T3`IUIM. ' 9 3 ` \ O \ J � Fq r N � 0 \ O \ N O / \42CID 42 — J H / / ` C i // S 71-15'07" E CB D TO CB-011 CB_DH ` �^ ^ _/S 71-17'17"� 163.07' FND loll / ^64.55' _ _48 \/ — J SHED AND DRIVE LOCATION / DIGITIZED FROM_TOWN OF 46 cH�H ST BARNSTABLE GIS AND `�� MASSGIS ORTHO PHOTOS 2013/2014 40 0 20 40 60 160 EXISTING SEPTIC LOCATION FROM SEPTIC AS-BUILT ( IN FEET ) CARD ON FILE WITH THE 1 inch = 40 ft. TOWN OF BARNSTABLE 160908 - WORKING PLAN SITE PLAN DRAFTER: SET REVISIONS: 260 CHURCH STREET CHKD BY: DAMD C. THULIN, PE, PLS I DESIGN: DCT O SANDWICH, MASSACHUSETTS SCALE AS NOTED 211 MILL ROAD EAST SANDWICH, MASSACHUSETTS 02537 p) RYAN D & KATIE J COHOLAN 260 CHURCH ST., W. BARNSTABLE, MA. 02668 WPO t8,1-SHEET2 (508) 888-2345 FAX (508) 888-7259 P0ET \I The Commonwealth ofMassachusetts j3 Department of Industrial Accidents :2 Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ,fie �1 Please Print Lei�bly N Name (Business/Organization/Individual): 's r/kze 4//A_ — fip,& �4,AJi rfV e71P I Address. 8 U A Jag City/State/Zip: ���< <<� HA Phone #: Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with Y 1- 4. 1 am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6• Y New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' comp.[No workers' comp. insurance P• insurance.# 9• Building addition required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13. Other 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. #: w Ly Expiration Date: Job Site Address: U C�IJf�LI� ✓f L Weir 641zA11;rrw t�1 e 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under t pai d pen ties of perjury that the information provided abo ve is true and correct.J Signature: Date: / /-7 Phone#: -77 y ,Z U d Otircial use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# i Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: + r 7 ® DATE(MMIDI)NYYY) .44 o V CERTIFICATE OF LIABILITY INSURANCE 0$/03/2047 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). THE INSURANCE AGENCY OF CAPE CODE INC. tPAI 506 886-2766 Net: IV AIL ellysla@lnsuranceofeepecod.com P.O.BOX 960 INSURERS AFFORDING COVERAGE NAIC0 EAST SANDWICH MA 02537 INSURERA: ATLANTIC CHARTER INS CO 44326 INSURED ' INSURERS: MATT YORK CONSTRUCTION INC INSURERC: INSURER D: PO BOX 826 INSURER E: EAST SANDWICH MA 02537 1 INSURERF: COVERAGES CERTIFICATE NUMBER: 131705 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD L INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR NSR TYPEOFINSURANCE SUSR POLICY NUMBER � C EFF OLICY UMfT3 COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR I $ MED EXP oneperson) S WA PERSONAL S ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER. I GENERAL AGGREGATE S POUCY D jE LOC PRODUCTS-COMPIOPAGG S OTHER: S AUTOMOBILELIABIUTY �a��31 E $ ANYAUTO BODILY INJURY(Per person) S ALL OSWNED AUTOS N/A N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERdTeYaIrAGE $ HIREDAUrOS AUTOS S UMBRELI ALIAS OCCUR- EACH OCCURRENCE s j EXCESS LL48 HCLAIMS44ADE N/A AGGREGATE S MD I I RETENTION S WORMS COMPENSATION X STATUTE EOR"- { AND EMPLOYERS'LIABILITY YIN I ANYPROPRIETORIPARTNERIEXECUTNE EJ..EACH ACCIDEW S 100,000 A OFFICER(MEMBEREXCLUDED? N1A NIA NIA WCV00999805 02/22/2017 O2/22/2018 Mandatory btNH) E.L.DISEASE-EAEMPLOYE 8 100A00 N yes desCibe under DESCRIPTION OF OPERA ONS below E L.DISEASE-POLICY LIMIT S 500,000 N/A } DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to.employees In states other than.Massachusetts if the insured hires,or has hired thosa,employees outside of Massachusetts. r This certificate of insurance shows the policy in force on the date that this certificate was Issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensetionrinvestigaUons/. CERTIFICATE HOLDER CANCELLATION '•} SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN i ACCORDANCE WITH THE POLICY PROVISIONS. I AUTHORIZEDREPRESENTATIVE MA 02364 �" L4 Daniel M.Cry,CPCU,Vice President—Residual Market—WCRIBMA ©1968.2014ACORD CORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD 1! 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: •t;'�" Registration Eggiratian Office of Consumer Affairs and Business Regulation °j 162640 04/02/2019 10 Park Plaza-Suite 5170 MATTHEW YORK Boston,MA 02116 MATTHEW YORK 29 Crestview Dr E.Sandwich,MA 02537 Undersecretary valid withou Sture Massachusetts Department of Public Safety �O a Board of Building Regulations and Standards License: CS-097162 Construction Supervisor MATTHEW 0 YORK P.O.BOX 926 EAST SANDWICH MAk02637' r-j• 0K CA-- Expiration: Commissioner 10/06/2018 f BIKE Town of Barnstable e Regulatory Services aaxxsrnsie' s Richard V.Scali,Director Mns 639. 6 Building Division FaMi*� 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 1, 44d 0 14 0LA�✓ ,as Owner of the subject property hereby authorize 1 M4 u yk— -oyI-1 Colijazile e to act on my behalf, F in all matters relative to work authorized by this building permit application for: C. �I V/z1-apt J7'. u/ei T (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. ature bye ignature of.Applicant Y'd A/ c a h !-4a/ �- ,�.4�i e Ca Liolq,✓ A1,4 9 )Iolk lya v/L c aA�lTWII! 7-1 A mac Print Name Print Name rz,l01 ll� Date N G LAN D S T CONSTRUCTION DIAGRAMS INDEX/TABLE OF CONTENTS Country Carpenters, Inc.pre-cut post & beam building kits are designed for assembly by professional carpenters or equivalent craftsmen. The following construction diagrams show the basic sequence of events involved when erecting a specified building kit PAGE 2 • NAIL & SHINGLE LIST O� from Country Carpenters, Inc. catalog. The person or persons T B FAM BU I1�1 doing the actual construction remain responsible for the,on-site PAGE 3 • GETTING READY construction methods and selection/use of tools. _ • SETTING SILLS i PAGE 4 • TRIAL LAYOUT • SETTING GIRTS & POSTS PURCHASER RESPONSIBILITIES PAGE 5 * SETTING BEAMS . CUTTING CENTER POSTS I j • SCHEDULE CONSTRUCTION START DATE AS CLOSE TO DELIVERY DATE AS POSSIBLE. PAGE 6 • COMPLETING LOWER FRAME Kit must not set unassembled on building site for any extended period of time. • INSTALLING PERMANENT BRACES • WATERPROOF TARPS TO COVER MATERIAL. PAGE 7 • LAYOUT & SETTING OF FLOOR JOISTS • NAILS - See nail list for quantities. ( Unless building is to be built complete on site by C.C.I. ) • JOIST STRAPPING i • STAIN/PAINT -Edges of shiplap siding should be stained/painted before siding is installed. PAGE 8 • INSTALLING 2x6 PLATES & 2x4 SHOE • NAILING PLATES • ROOFING MATERIAL- Shingles,felt paper, ridge cap, drip edge/WHEN ORDERING, VERIFY • RAFTER LAYOUT NUMBER OF BUNDLES PER SQUARE OF SHINGLES FOR YOUR BRAND. PAGE 9 • SETTING RIDGE • ENSURE BUILDING SITE IS ACCESSIBLE FOR DELIVERY TRUCK/DIRECTIONS FOR BEST TRUCK ROUTE. PAGE 10 • INSTALLING COLLAR-TT�8O_ I�1 7 • ATE POWER SOURCE FOR BUILDER. • INSTALLING UPPER G W PR�ING SUPPLY SAFE, ADEQUATE O • ADVISE BUILDER WHAT TO DO WITH SCRAP WOOD OR LEFT OVER MATERIAL. PAGE 11 • ROOF SHEATHING DEC 0 6 2017 • TRIM DETAIL TOE N'OFBMJ�,51AELc PAGE 12 • DECKING/1 &,SIDING DETAILS CONTRACTOR RESPONSIBILITIES PAGE 13 • SIDING AROUND DOORS &WINDOWS 1 • READ AND UNDERSTAND ALL PLANS, CONSTRUCTION DIAGRAMS AND CONSTRUCTION PAGE 14 • WINDOW INSTALLATION GUIDELINES AND SAFETY TIPS. • LOUVER INSTALLATION `� h (Please contact C.C.I. with any questions @ 860-228-2276 or email info@countrycarpenters.com) I PAGE 15 • SLIDING WINDOW DETAILS '1} • REFER TO COLOR-CODED PLAN FOR SPECIFIC WINDOW AND DOOR LOCATIONS. -IV� • STAIRS ( if applicable ) ARE INSTALLED TO BUILDING CODE SPECIFICATIONS. • KEEP ALL MATERIAL WELL PROTECTED FROM THE ELEMENTS DURING CONSTRUCTION. Copyright: These documents illustrate an original design by Country Carpenters Incorporated.They are the property of Country Carpenters Incorporated who retains • COMPLETE BUILDING IN A SAFE, TIMELY, WORKMANSHIP LIKE MANNER. all common law,statuatory and other reserved rights,including copyright. The PURCHASER/OWNER acknowledges that the plans,specifications,designs and drawings of Country Carpenters Incorporated,are not to be used by any persons other than the PURCHASER/OWNER and that such documents are protected by the copyright laws of the United States.These documents are not to be reproduced or transferred and any violation of this copyright will be prosecuted to the full extent of the law.This plan is limited to the construction of the one building purchase from Country Carpenters Incorporated. COUNTRY CARPENTERS, INC. COUNTRY CARPENTERS, INC. SHINGLE LIST NAIL LIST All items listed to be purchased by owner. If asphalt shing/es, a 40 yr./ultra/limited lifetime A#items listed to be purchased by owner shingle is recommended to prevent shingle nails from protruding through the roof sheathing. unless building is constructed on site by C.C.I. i - BULK QUANTITIES OF THESE NAILS MAY BE MORE COST EFFECTIVE THAN PURCHASING PER - Roof Shingles - ( QUANTITIES FIGURED FOR STANDARD 10/12 ROOF PITCH ) POUND - *Buildings with 8112 roof pitch also. • Framing Nails: ( estimate 7 lbs. of each nail per bay ) BUILDING LENGTH - 16d GALVANIZED NAIL 18' 24' 30' 36' 42' 48' 54' 60' - 12d GALVANIZED NAIL - 40d GALVANIZED POST FRAMING NAIL OR RING SHANK POLE BARN NAIL * 18' CARRIAGE HOUSE NUMBER OF SQUARES: NOTE: PLEASE REFER TO CONNECTION DETAILS PAGE OF YOUR BUILDING PLANS FOR SPECIFIC ROOF PITCH 8/12 4-2/3 6-1/4 7-3/4 9-1/3 10-3/4 12-1/3 14 15-1/2 APPLICATIONS OF FRAMING NAILS. ROOF PITCH 10/12 5 6-3/4 8-1/2 10 11-3/4 13-1/2 15-1/4 16-3/4 • Siding and Trim Nails: ( estimate 7 lbs. of nails per bay ) * 20' CARRIAGE HOUSE - 12 PENNY SPIRAL OR RING SHANK GALVANIZED NAIL NUMBER OF SQUARES: - 16 PENNY SPIRAL OR RING SHANK GALVANIZED NAIL FOR 1"x 2 BATTENS, IF APPLICABLE. ROOF PITCH 8/12 5 6-2/3 8 9-3/4 11-3/4 12-3/4 14-1/4 16-1/4 ROOF PITCH 10/12 5-1/2 7 8-3/4 10-1/2 12-3/4 14 15-3/4 17-1/2 NOTE: EXTERIOR NAILS MUST BE GALVANIZED. NAIL GUNS NOT TO BE USED ON SIDING AND TRIM. * 22' CARRIAGE HOUSE NUMBER OF SQUARES: • Loft Decking and Roof Board Nails: ( estimate 2 lbs. of nails per 100 square ft. ) ROOF PITCH 8/12 5-1/2 7-1/3 9-1/4 11 13 14-3/4 16-2/3 18-1/2 ROOF PITCH 10/12 6-1/3 8-1/2 10-1/2 12-2/3 14-3/4 17 19 21 - 8 PENNY SPIRAL OR RING SHANK GALVANIZED NAIL * 24' CARRIAGE HOUSE • Shingle Nails: ( estimate 1-3/4 lbs. of nails per square of shingles ) NUMBER OF SQUARES: 6-2/3 8-3/4 11 13-1/4 15-1/2 17-3/4 20 22 - 1" GALVANIZED SHINGLE NAIL FOR ASPHALT SHINGLES. - 3 PENNY GALVANIZED NAIL FOR WOOD SHINGLES. * 24' 1 STORY BARN NUMBER OF SQUARES: 6-1/3 8-1/2 10-1/2 12-2/3 14-3/4 17 19 21 NOTE: IF BARN IS DESIGNED WITH A LEAN-TO, CONTACT US FOR ADDITIONAL NUMBER OF SQUARES • Door Assembly Screws: REQUIRED. - 1-5/8" CORROSION RESISTANT SCREWS. - Additional Roofing Materials Required - - 2" CORROSION RESISTANT SCREWS. • 15 Ib. FELT PAPER FOR ASPHALT/FIBERGLASS SHINGLED ROOF -TO COVER SAME AREA AS SHINGLES • Hurricane Tie Nails: ( 10 nails per tie; l tie per rafter ) • RIDGE CAP- STANDARD FOR ASPHALT/FIBERGLASS SHINGLED ROOF * 1x6 CEDAR RIDGE BOARD FOR WOOD SHINGLED ROOF - N8HDG GALVANIZED NAIL * 1x8 CEDAR RIDGE BOARD FOR WOOD SHINGLED ROOF WITH RIDGE VENT * (material in longer lengths preferred) • WATER AND ICE MEMBRANE -TO COVER ANY LEAN-TO OR DORMER VALLEYS (if applicable) • Sill Seal: • STARTER SHINGLES FOR ASPHALT/FIBERGLASS SHINGLED ROOF - LINEAL MATERIAL TO COVER THE - EQUAL TO PERIMETER OF FOUNDATION WALL LESS DOOR OPENINGS. OUTSIDE PERIMETER OF ROOF LINE • DRIP EDGE - ONE COURSE #1 RED PERFECTION CEDAR SHINGLES TOTAL LENGTH OF EAVES • RIDGE VENT/SOFFIT VENT-TOTAL LENGTH OF RIDGE AND EAVES(if applicable) CONSTRUCTION PAG E 2 • COPPER OR METAL FLASHING - AROUND DOGHOUSE &SHED DORMERS AND VALLEYS OF WOOD SHINGLED ROOFS D IAG RAM poge06_01.vwf revised dec16 USP PA18 ANCHOR —OR— USP FA3 ANCHOR NAILED WELL WITH NAILED WELL WITH 12-16d COMMON NAILS 6-10d x 1-1/2" NAILS GETTING READY BEFORE STARTING ANY ACTUAL CONSTRUCTION, FAMILIARIZE YOURSELF WITH THE COLOR—CODED PLANS AND CONSTRUCTION DIAGRAMS. BE PROPERLY ORIENTED TO THE ON—SITE FOUNDATION. �L WE RECOMMEND DOING AS MUCH LAYOUT AS POSSIBLE AND GETTING A GOOD MENTAL IMAGE OF HOW EACH WALL FRAME WILL LOOK. I , 1 . SILLS —2x8 .40 PRESSURE TREATED LOCATE & PLACE SILLS ON FOUNDATION (AS PER COLOR—CODED PLAN); TACK TOGETHER. (SEE DETAIL "A' ) ANY DIFFERENCES SHOULD BE DIVIDED EVENLY ON FOUNDATION. CROSS—CORNER MEASURING AT THIS TIME IS IMPORTANT, TO BE CERTAIN BUILDING ` IS SQUARE(SEE DRAWING). NOW TACK THRU FOUNDATION STRONG TIES TO SILLS (SEE DETAIL "B") - 2• SILLS RUN CONTINUOUSLY AROUND PERIMETER OF BUILDING. - CUT OUT OPENINGS AFTER THE BUILDING IS FRAMED. - 3. CHECK SILL FOR LEVEL. SHIM IF NECESSARY. PLACE SHIM BETWEEN PRESSURE—TREATED SILL AND TOP OF PIER OR WALL. = ( SHIM STOCK TYPICALLY MINERAL FIBER SHINGLES. ) _ * NOTE * READ AND UNDERSTAND THESE CONSTRUCTION DRAWINGS AND YOUR COLOR—CODED PLANS BEFORE STARTING ANY CONSTRUCTION. DRAWINGS SHOW A 2—BAY; .USE SAME CONCEPT FOR OTHER—SIZED TACK SILL TOGETHER USING 12d GALVANIZED BOX NAILS. BUILDINGS. REFER TO COLOR—CODED PLANS FOR PROPER DOOR & WINDOW LOCATIONS AND PROPER DETAILS ON YOUR PARTICULAR BUILDING. EQUAL I DIMENSIONS — -—-—-—-—-—-—-—-—-—-—-—-—-—---- -------------------- OUTSIDE USP "PA18" CONNECTOR 12-16d COMMON NAILS P.T. SILL :-'-7CONCRETE PIERS a 4 OR CONTINUOUS a e o a < TACK CONNECTORS FROSTWALL o a TO SILLS. LEAVE NAIL HEADS OUT 1/2" FOR ADJUSTMENTS IF NECESSARY. CONSTRUCTION page06_01.vwf DIAGRAM PAG E 3 �k GENERAL NOTES �k AS IN ALL GOOD, STANDARD BUILDING PROCEDURES, 1 . LAYOUT WHEN WORKING WITH THE PRE—CUT PARTS OF YOUR KIT, SELECT THE BEST PIECES FOR AREAS WHERE THEY WILL USING A TRIAL LAYOUT ON ALL 4 WALLS, MAKE CERTAIN BE VISIBLE. CARPENTERS SHOULD BE AWARE AND THAT COLOR—CODED GIRTS AND POSTS EQUAL LENGTH OF SILL. THINKING AHEAD WHEN PLACING EACH PIECE FOR ANY DIFFERENCES SHOULD BE DIVIDED EVENLY ON SILL. AN AESTHETICALLY PLEASING BUILDING. LOCATE COLOR—CODED PIECES TO COMPLETE EACH WALL SECTION AND SET NEAR APPROPRIATE LOCATION (SEE COLOR—CODED PLANS). WHEN INSTALLING TEMPORARY BRACES ON POSTS, BE SURE THAT POSTS ARE PLUMB AND IN THE PROPER STAKE, PLACE. NAIL TEMPORARY BRACES WELL TO 2" x 4" STAKES, 3 FEET LONG, WHICH HAVE BEEN SECURELY 2. REAR WALL DRIV EN EDI TOF SHE ROUND. CORNER POSTS CAN BE BILN. GENERALLY, STARTING IN THE REAR, LOCATE COLOR—CODED / IF STAKES CAN NOT BE DRIVEN, OTHER MEASURES 6x6 REAR POST. STAND IN PLACE & NAIL TO SILL WITH 6-16d SPIKES. ,, I •A, MUST BE TAKEN TO BRACE BUILDING SECURELY. PLUMB AND BRACE, USING STRUCTURALLY SOUND 1 x ROOF BOARDS OR PURCHASE ADEQUATE # OF 2x4's AS TEMPORARY BRACES TO HOLD POSTS IN PLACE, (SEE DRAWING) KEEPING COLOR—CODES TO OUTSIDE. /'"�� GIRT SPACING MAY VARY. CHECK YOUR COLOR—CODED PLAN FOR PROPER GIRT SPACING. 3x4 GIRT PER / COLOR—CODED PLAN `► WELL NAILED C TEMPORARY 1 x BRACING LEAVE NAIL HEADS OUT 3/8" FOR EASY REMOVAL. AFTER TRIAL LAYOUT STAND POST IN PLACE AND NAIL AS SHOWN. BEFORE NAILING BOTTOM GIRT, REMOVE IT AND NAIL 2-16d SPIKES (AS SHOWN) THROUGH POST INTO SILL AT GIRT LOCATION. AFTER THIS IS DONE, PUT GIRT BACK IN PLACE AND NAIL. CONTINUE SAME METHOD AROUND. * Pp ST 3x4 GIRTS PER COLOR—CODED PLAN NOTE: GIRT SPACER BLOCKS 6SUPPLIED WITH KIT SET ON OTTOM GIRT TO LO ATE MIDDLE GIRT, REMOVE SPACER BLOCKS. BRACE CORNER CONTINUE GIRT SPACING SEUECTep POSTS ON SILL PER C.C. PLAN. ep� IN TWO DIRECTIONS ® �pER pM pIRT 3. SETTING GIRTS AND POSTS 16d SPIKES FOLLOWING COLOR—CODED PLAN, USE BOTTOM GIRT TO LOCATE NEXT POST. NAIL POST TO SILL, (SEE DETAIL "C") THEN NAIL LOWER GIRT TO POST AND SILL. PLUMB POST AND BRACE IN BOTH DIRECTIONS. VI TO SET SECOND GIRT, LOCATE TWO GIRT SPACER BLOCKS FROM FRpM BRACE PACK.(SEE DRAWING) DOUBLE CHECK PLANS FOR PROPER GIRT PUTS SPACINGS. ALWAYS SET GIRT SPACER BLOCK ON TOP OF BOTTOM GIRT TO * NOTE: USE ACTUAL DOOR HEADERS, JACKS, & BLOCKING GIRTS IDE LOCATE MIDDLE GIRT. ( GIRT SPACER BLOCKS ARE FOR TACKING GIRTS. AS SPACERS WHEN LAYING OUT FRONT DOOR OPENINGS, SET CHECK FOR LEVEL BEFORE COMPLETING NAILING. ) GIRTS SHOULD BE NAILED USING 4-16d NAILS AT EACH END. TWO FROM THE OUTSIDE AND TWO FROM UNDERNEATH. DO NOT NAIL INSIDE FACE! BLOCKING GIRTS, DOOR JACKS, AND DOOR HEADERS ON SILL TO CONTINUE INSTALLING GIRTS & TEMPORARY BRACING AS SHOWN. COMPLETE THE 4 WALLS. BLLOCKING GIRT LOCATE POSTS. BRACING IS VERY IMPORTANT AT THIS TIME. PLUMB & STRAIGHTEN POST BEFORE SETTING HEAVY BEAMS. SEE NEXT PAGE "SETTING OF BEAMS" BEFORE STARTING. CHECK WITH COLOR—CODED PLAN FOR PROPER DOOR & WINDOW LOCATIONS ON YOUR PARTICULAR BUILDING. CONSTRUCTION PAG E 4 pogeO6-01.vwf D I A G R A M COPYRIGHT NOTICE: THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY CARNS INCORPORATED WHO RETAINS ALL COMMON LAW, 1 SETTING OF BEAMS STATUATTO Y AND OTHER RESERVED'RIGHTS NCLUDING COPYRIGHT. BEAMS ARE CUMBERSOME & HEAVY. ERECT A SOLID STAGING THE PURCHASER i OWNER ACKNOWLEDGES THAT THE PLANS, SO THAT BEAMS ARE EASILY PLACED ON TOP OF POSTS. SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN (WE RECOMMEND RENTING AN O.S.H.A. APPROVED PIPE SCAFFOLDING). THE PURCHASER i OWNER AND THAT SUCH DOCUMENTS ARE CLEAR AWAY UNNECESSARY CLUTTER AND HAVE ENOUGH HELP TO PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. LIFT ENDS OF THE BEAMS SAFELY. PLACE BEAM AS PER COLOR— THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED AND ANY VIOLATION of THIS COPYRIGHT WILL BE PROSECUTED TO BOVE EYEL� CODED PLAN & NAIL. BEAMS SHOULD BE NAILED USING 8-5" THE FULL EXTENT OF THE LAW. POLE BARN NAILS ON EACH END. COMPLETE REST OF WALL IN SAME THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING NAIL, A MANNER. (SEE DETAIL D ) TO BE SAFE, ONE MAN SHOULD NOT PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. / ATTEMPT TO SET BEAMS. SEE CONNECTION DETAILS ON LAST PAGE % r OF COLOR CODED—PLAN OR PROPER NAILING OF BEAMS.) NOTE: NEVER LEAVE PIECES IN PLACE WITHOUT NAILING! 2. GABLE AND FRONT WALLS FOLLOW SAME PROCEDURE AS USED ON REAR WALL NAIL BELOW EY TO SET FRONT WALL BEAMS. BE SURE ALL POSTS OWN WITNOTED' ARE PLUMB, TRUE, NAILED AND WELL—BRACED. R AS SHOW 55 REFER TO COLOR—CODED PLANS (KEEP ALL COLOR— NAIL- 1�5 CODES TO OUTSIDE.) 16d NA VIEW FROM OUTSIDE KEEP STRING TIGHT TO GET AN ACCURATE MEASUREMENT OF CENTER POST. I 3. CUTTING CENTER POSTS �s CENTER POST MUST BE CUT ON SITE. TO CUT CENTER POST STRETCH A HEAVY STRING FROM GABLE POST TO GABLE POST. MEASURE DISTANCE FROM STRING TO TOP OF PIER (OR FLOOR) O.S.H.A. APPROVED SCAFFOLDING AS SHOWN. IF CONNECTOR IS NOT IN PLACE, YOU MUST DRILL & INSTALL PIN. (6"x5/8" REBAR, DRILLED 3" DEEP IN CENTER OF PIER). CUT POST AND SET IN PLACE, BRACING IN TWO DIRECTIONS (SEE DRAWING NEXT PAGE). USE PIPE SCAFFOLDING WITH SAFETY RAILS TO SET CENTER BEAM AND NAIL SECURELY. o CONSTRUCTION PageO6_O I.vwf DIAGRAM PAG E 5 1 . COMPLETING LOWER FRAMING FINISH LOWER FRAMING AND SET REMAINING BEAMS AS SHOWN. NOTE—VERY IMPORTANT: (SEE DETAIL "E" FOR CENTER BEAM.) BE AWARE AND MAKE CERTAIN TO SECURE ALL FRAMING MEMBERS BETWEEN INTERVALS OF CONSTRUCTION. OPEN FRAMES AND PARTIALLY CONSTRUCTED BUILDINGS ARE PARTICULARLY SUSCEPTIBLE TO DAMAGE FROM WINDSTORMS. BE SURE TO PROPERLY BRACE WALLS AND DIAGONALLY 2. BRACING WALLS BRACE ON THE UNDERSIDE OF THE RAFTERS TO ASSURE THAT THEY CANNOT BE DAMAGED BY WIND. WITH ALL PERIMETER WALLS IN PLACE, CHECK AND CONFIRM THAT DIMENSIONS FROM OUTSIDE FACE TO OUTSIDE FACE OF BEAMS ARE CONSTANT AND THAT THE WALL IS STRAIGHT AS YOU LOOK DOWN THE LENGTH OF IT. UNNAIL BRACE, READJUST AND REBRACE IF NECESSARY, MAKING SURE ALL TEMP BRACES ARE NAILED WELL (WE RECOMMEND USING AT LEAST 3-16d SPIKES, NOTE: NEVER CLIMB ON GIRTS. LEAVING HEADS OUT 3/8" FOR EASY REMOVAL.) FRAME SHOULD FEEL SOLID AND UNABLE TO MOVE. KEEP WORK AREA CLEAN AT ALL TIMES. i 3. INSTALLING PERMANENT BRACES LOCATE COMMON BRACES (BRACES WITHOUT COLOR—CODE.) THEY ARE CUT WITH 45 DEGREE ANGLE ON BOTH ENDS. SET BRACES IN PLACE FLUSH TO OUTSIDE AND SO CUT FITS AGAINST POSTS AND GIRTS SQUARELY. NAIL AS SHOWN. (SEE DETAIL "F") KEEP BETTER FACE TO INSIDE. ,NAIL WITH 3-16D �.� SPIKES EACH END. �ON �-o GJ� y y COMMON o BRACE • Gas KEEP • �� FLUSH ' OVERHANG 1" BOTH SIDES COPYRIGHT NOTICE: VIEW FROM OUTSIDE THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING CONSTRUCTION PAG E 6 PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. page06_Ot.vwf DIAGRAM ........................... 1 . FLOOR JOIST LAYOUT * IMPORTANT NOTE: SEE COLOR—CODED PLAN AND LAYOUT USING DIMENSIONS DO NOT LET ANY UNAUTHORIZED PERSONS INTO THE BUILDING GIVEN. MEASURE AND MARK LAYOUT WITH A LINE, THEN AN "X" AREA UNLESS THEY ARE HELPING WITH THE CONSTRUCTION. ON THE SIDE THAT THE FRAMING MATERIAL WILL SET. DUE TO THE DANGER OF A BEAM OR TOOL FALLING. SEE DETAIL "G". 2. SETTING FLOOR JOISTS LOCATE FLOOR JOIST AND CAREFULLY LIFT IN PLACE. WHEN SETTING JOIST ALWAYS PLACE CROWN UP. NAIL IN PLACE USING 6 TO 8-16d SPIKES PER END. (SEE CONNECTION PAGE OF COLOR—CODED PLAN.) START ALL LAYOUTS FROM SAME END 3. JOIST STRAPPING USP 12 PERFORATED 4x7 FLOOR JOISTS LOCATE & APPLY PERFORATED JOIST STRAPPING. JOIST STRAPPING BEAM SEE DETAIL "H". DETAIL SHOWING USP MSTA12 PERFORATED JOIST STRAPPING OVER JOINTS OF EVERY OTHER FLOOR JOIST, 5-10d COMMON NAILS EACH SIDE OF JOINT. CENTER BEM Sx10 LAYOUT MARKING EXAMPLE DIMENSIONS FROM COLOR—CODED PLAN COPYRIGHT NOTICE: THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. n THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING CONSTRUCT I O I v PAG PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. L page06_Ot.vwf DIAGRAM 1 . 2x6 PLATE PLACEMENT 16d SPIKES PLACE AND NAIL 2x6 PLATE ON TOP OF JOISTS AS SHOWN. KEEPING FLUSH WITH SIDE WALL FRAME AND OVERHANGING GABLE FRAMING BY 1" AT EACH END (SEE DETAIL "I".) THIS WILL ALLOW THE LOWER _ GABLE SIDING TO BE LAPPED BY THE UPPER GABLE SIDING. y 2. 2x4 SHOE PLACEMENT FIT AND NAIL SHOE BETWEEN 2x6 PLATES AT GABLE ENDS AS SHOWN USING 16d NAILS 16" APART. KEEP FLUSH WITH ENDS OF PLATE (OVERHANGING FRAME BY 1".) SHOE IS FLUSH WITH END OF PLATE. ,y` BEAM 3. INSTALLING NAILING PLATES PLATE OVERHANGS ONCE ALL WALLS HAVE BEEN COMPLETED AND BEAMS START ALL LAYOUTS FRAME BY 1" ON KEEP PLATE FLUSH NAILED. LOCATE NAILING PLATES AND APPLY FOR FROM SAME END GABLE ENDS. WITH END OF FLOOR ADDED STRENGTH. JOIST. REFER TO YOUR COLOR—CODED PLAN FOR LOCATION USP NP311 OF NAILING PLATES. NAILING PLATES USP HTP37—TZ Gqe NAIL WITH 12-8d NAILING PLATES 2x6 2x4�SNENO NAILS NAIL NAILS WITH 2O-10d 1" OVERHANG ON GABLE ENDS. USP NP311 NAILING PLATE USP HTP37—TZ NAILING PLATE I 4. RAFTER LAYOUT ON PLATE & RIDGE SEE COLOR—CODED PLAN AND LAYOUT USING DIMENSIONS GIVEN. MEASURE AND MARK LAYOUT WITH A LINE, THEN AN "X" ON THE SIDE THAT THE FRAMING MATERIAL WILL SET. COPYRIGHT NOTICE: THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING CONSTRUCTION PAG E 8 PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. ' poge06_Ot.vwf DIAGRAM t , NOTE: LISTED BELOW ARE THE BASIC STEPS INVOLVED WHEN USP MSTA21 RAISING A RIDGE, THESE ARE NOT HOW TO INSTRUCTIONS. IT START OF LAYOUT RAFTER TO RAFTER REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL CARPENTER SAME AS PLATES STRAP IN CHARGE TO DO IT SAFELY. 1 . SETTING RIDGE F_-_-- RIDGE SELECT FIRST RIDGE & PLACE ON SCAFFOLDING. RIDGE (CONSTRUCTION GRADE PLANKS AND CONSTRUCTION GRADE PIPE STAGING WITH SAFETY RAILS; SEE DRAWING). OPPOSING HOLDING BOTTOM OF RAFTER FLUSH WITH BOTTOM OF RIDGE qos� �P �t ` (SEE DETAIL "J") NAIL TWO RAFTERS TO SAME SIDE OF RIDGE, ti RAFTER ONE AT EITHER END (COVER "X`s.) LIFT RIDGE UNTIL SEAT CUT �9 FITS ON REAR PLATE. NAIL WELL WITH 2-12d SPIKES EACH SIDE. �F SUPPORT RIDGE WITH PROP TEMPORARILY. NAIL OPPOSING RAFTERS TO RIDGE. HOLD RAFTERS FLUSH WITH TOP OF RIDGE 2. PLUMB AND BRACE RIDGE QQ� � AT THIS TIME IT IS VERY IMPORTANT TO PLUMB AND Q � USP MSTA21 RAFTER TO RAFTER STRAPS BRACE RIDGE, SEE DETAIL "K" INSTALLED EVERY OTHER RAFTER AND NAILED WITH 8-10d COMMON NAILS EACH SIDE. F----- RIDGE BRACE STRAIGHT EDGE (STRAIGHT BOARD) LEVEL COPYRIGHT NOTICE: THESE ILLUAN ORIGINAL DESIGN BY COUNTRY CARPENTERSMENTS INCORPORAT�ED TTHEY ARE THE PROPERTY OF COUNTRY REPRESENTS CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, LOWER SIDING STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.' THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING CONSTRUCTION PAGE 9 PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. - page06_01.vwf DIAGRAM 1 . FINISHING RAFTERS NOTE -VERY IMPORTANT: FOLLOW SAME PROCEDURE AS WHEN SETTING RIDGE. NOTE: NEVER LEAVE PIECES IN PLACE WITHOUT NAILING! SET REMAINING RIDGES AND FINISH RAFTERS. BE SURE BE AWARE AND MAKE CERTAIN TO SECURE ALL FRAMING THAT GABLE ENDS ARE PLUMB AND BRACED AND THAT MEMBERS BETWEEN INTERVALS OF CONSTRUCTION. OPEN RAFTERS AND BRACES ARE WELL NAILED. FRAMES AND PARTIALLY CONSTRUCTED BUILDINGS ARE PARTICULARLY SUSCEPTIBLE TO DAMAGE FROM WINDSTORMS. 2. COLLAR-TIES * BE SURE TO PROPERLY BRACE WALLS AND DIAGONALLY NOTE: BRACE ON THE UNDERSIDE OF THE RAFTERS TO ASSURE COLLAR—TIES ARE GENERALLY PLACED EVERY OTHER APPLY ROOF BOARDS BEFORE THAT THEY CANNOT BE DAMAGED BY WIND. RAFTER AT A PRE—DETERMINED HEIGHT. REVIEW YOUR REMOVING RIDGE BRACING. COLOR—CODED PLAN FOR CORRECT SPACING AND HEIGHT. NAIL WITH MINIMUM OF 5-16d SPIKES EACH END. COR, TIE 3. GABLE NAILING GIRTS USING UPRIGHTS, LOCATE UPPER GIRT AND NAIL. SEE COLOR—CODED PLAN FOR CORRECT SPACING AND PLACEMENT OF REMAINING GIRTS. 0o RAFTERS SHOULD BE FILLED IN BEFORE MOVING STAGING. RAFTERS NOT SHOWN COMPLETE. RAFTERS PURPOSELY LEFT OFF TO ALLOW BETTER VIEWING OF COMPONENTS BEING DISCUSSED ON THIS PAGE. REFER TO NEXT PAGE FOR SIDING DETAILS. \ ` \ BEAM COPYRIGHT NOTICE: \ THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY \ CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, \ STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. NOTE ON METAL CONNECTORS USP RT7A HURRICANE TIES THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, \ SPECIFICATIONS, DESIGNS AND DRAWINGS of COUNTRY CARPENTERS BEFORE INSTALLING SIDING OR ROOF BOARDS, \ INSTALLED EVERY RAFTER (AS SHOWN ABOVE) INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN \ ° USING 10—USP N8—GC NAILS. THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE INSTALL ALL METAL CONNECTORS E.G., PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. • USP MSTA21 RAFTER TO RAFTER STRAP THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED • USP HTP37—TZ NAILING PLATES AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • USP NP31 1 NAILING PLATES • USP RT7A HURRICANE TIES CONSTRUCTION THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING NOTE: ALL CONNECTORS INSTALLED PER PAG E I 0 PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. MANUFACTURER'S SPECIFICATIONS 1 pogeO6_01:vwf D I A G R A M * ROOF SHEATHING FIRST STRAIGHTEN RAFTERS, HOLD IN PLACE WITH TEMPORARY 1 x6. BEFORE STARTING ROOFING & SIDING CHECK THAT ALL FRAME MEMBERS HAVE ONE PERSON SIGHTING EACH RAFTER FROM THE GROUND, OTHER PERSON BEEN PROPERLY NAILED, ALSO THAT ALL TACKING RAFTER TO 1x6, TO KEEP IT STRAIGHT.) APPLY ROOF BOARDS IN TYPICAL ROOF BOARD LAYOUT. USP HTP37—TZ & USP NP311 NAILING GROUPS OF 4, WORKING ACROSS FULL LENGTH OF ROOF. KEEP ROWS USE THIS CONCEPT, ADJUSTING PLATES HAVE BEEN NAILED IN PLACE. REASONABLY STRAIGHT & TIGHT (FOR ASPHALT ROOF SHINGLES) AS YOU FOR LENGTH OF YOUR PARTICULAR WORK TOWARDS RIDGE, NAILING WITH 8d GALVANIZED BOX NAILS. BUILDING TO GET BEST YIELD OF (WOOD SHINGLES, SEE "CEDAR SHINGLES" NOTE). ROOF BOARDS FURNISHED. RIDGE RAFrE. S\ CEDAR SHINGLES TEMPORARY 1 x6 TO HOLD RAFTERS STRAIGHT --�- WHEN USING CEDAR SHINGLES: • 1 x6 ROOF BOARDS ARE PROVIDED - ------;- • HOLD FIRST 2 COARSES OF BOARDS TIGHT TOGETHER e LEAVE 2" GAP BETWEEN NEXT COURSES _. • HOLD LAST 2 COURSES OF BOARDS TIGHT TOGETHER AT ROOF PEAK R00-F—BOAR-D-S * ROOF, TRIM * o * & SIDING EZO U G=ECSTD E-0 O-T * DETAILS - o OVERHANG SHINGLES 1" PAST 1x2 TRIM CUT BOARDS FLUSH WITH o OUTSIDE EDGE OF RAFTER. 1 x2 TR�M FELT PAPER 1 x6 TR M UPPER GABLE SIDING o ROOF BOARDS TRIM TO 1 x4 FILLER TYPICAL FIRST GROUP 4 BOARD LAYOUT. TYPICAL CENTER GROUP 4 BOARD LAYOUT. TYPICAL LAST GROUP 4 BOARD LAYOUT fQ RIGHT END CENTERED ON RAFTER, LEFT TRIM BOARDS TO CENTER ON NEXT CUT BOARDS AS SHOWN. SAVE ANY * NOTE: APPLYING OPTIONAL 1x4 FILLER END TRIMMED IF NEEDED. SELECTED RAFTER, IF NEEDED. CUTOFFS TO BE USED WHERE NEEDED. ALLOWS TRIM TO BE APPLIED BEFORE (( *NOT CRITICAL THAT ROOF BOARD IS SIDING, ALLOWING ROOF TO BE SHINGLED F� FLUSH TO OUTSIDE EDGE OF 1st RAFTER. SOME ROOF BOARDS ARE 1" TO 3" LONG AND MAY REQUIRE TRIMMING. IF ROOF BEFORE SIDING IS APPLIED IF PREFERRED. BOARDS ARE LESS THAN 1" MORE THAN THE BOARD LENGTH IN FEET, DO NOT SQUARE ENDS IN ORDER TO MAXIMIZE YIELD. ' 3 LAP TOP SIDING k4 NAi( RAFTERS NOTE; VERY IMPORTANT, OVER LOWER SIDING. ER K.D. (KILN DRIED) SIDING, TRIM, LOFT DECKING, & ROOF BOARDS MUST BE PROTECTED FROM ' ABSORBING MOISTURE ON THE CONSTRUCTION SITE. KEEP BOARDS UP OFF THE GROUND, & COVERED 2x4 SHOE O BEYOND TO PROTECT FROM GROUND MOISTURE & RAIN. nr END WALL JOIST / NAILER VERY IMPORTANT, LOWER GABLE SIDING END WALL WINDOWS & DOOR KITS SHOULD BE KEPT' INSIDE, TP O OF SIDING UNDER UNTIL READY TO USE. IF RAINY WEATHER DOES NOT JOIST / NAILER STAINING / PAINTING THE SHIPLAP 24 ALLOW YOU TO INSTALL YOUR SIDING OR LOFT DECKING, EDGE OF SIDING PRIOR TO MATERIAL SHOULD BE STORED INSIDE A CLIMATE INSTALLATION IS STRONGLY CONTROLLED ENVIROMENT. IF MATERIAL SETS 'IN MOIST RECOMMENDED TO MAINTAIN UNIFORM COLOR AS BOARDS ACCLIMATE. CONDITIONS FOR EXTENDED PERIOD OF TIME IT WILL ABSORB MOISTURE AND WHEN APPLIED WITH HIGH BE SURE NOT TO STAIN / PAINT ANY MOISTURE CONTENT WILL SHRINK WHEN EXPOSED TO SUN. PORTION OF SIDING THAT WILL BE SEEN FROM INSIDE. CONSTRUCTION page06_01.vwf DIAGRAM PAGE 1 1 * IL * VERY IMPORTANT, * LOFT DECKING DETAIL * LOWER SIDING DETAIL STAINING / PAINTING THE SH IPLAP (IF APPLICABLE) EDGE OF VIEW FROM ABOVE INSTALLATION IS STRONGLYG PRIOR Y OA START BY RIPPING GROOVE OFF OF FIRST COURSE OF LOFT RECOMMENDED TO MAINTAIN UNIFORM BOARDS AND NAIL 1-1/4" IN FROM SQUARED EDGE, AS SHOWN. • REFER TO PAGE 13 OF YOUR CONSTRUCTION COLOR AS BOARDS .ACCLIMATE. DO NOT PUT SECOND NAIL IN AT THIS TIME, THIS WILL ALLOW DIAGRAMS FOR ADDITIONAL SIDING DETAILS. BE SURE NOT TO STAIN / PAINT ANY FOR AN EASIER INSTALLATION OF THE NEXT BOARD. PORTION OF SIDING THAT WILL BE SEEN FROM INSIDE. © SLIDE GROOVE OF SECOND COURSE OVER TONGUE OF • ALTERNATE 8" & 10" BOARD WIDTHS FIRST COURSE, KEEPING JOINT TIGHT NAIL SECOND KEEPING ROUGH SIDE OUT. COURSE 1-1/4" FROM EDGE. �INT-ERiOR © NOW NAIL' SECOND NAIL IN FIRST COURSE. • LET SIDING RUN PAST P.T. SILL 3 • EXTERIOR OR KEEP 8" ABOVE FINISH GRADE. STAIN / PAINT THESE AREAS BEFORE INSTALLATION YOUR LOFT DECKING HAS RANDOM LENGTHS AND A IS PREMIUM GRADE. ANY WEAK AREAS SHOULD POST NOTE LAP HAS BE CUT OUT, WITH REMAINDER OF BOARD USED BEEN REMOVED. TO CONTINUE DECKING. 1/8" PAST POST T T & G DECKING I A * UPPER SIDING DETAIL JOIST OPTIONAL SIDING METHOD I I EOUTSIDE OF RIP THE LAP OFF THE EDGE OF ONE SIDING RIDGE BUILDING BOARD FOR THE CENTER OF YOUR UPPER GABLE. RABBETING THE BOARD WILL ALLOW YOU TO SIDE BOTH SIDES OF THE CENTER OF YOUR UPPER GABLE WORKING OVER THE LAP RATHER THAN BEHIND IT. SEE DRAWING DETAIL. \ pl5T CENTER SIDING BOARD (TOP VIEW) l \ RAFTER - - SIDING BOARDS (TOP VIEW) IF DECK BOARD IS CROWNED, USE SCRAP PIECES TO \ CREATE A WEDGE. USE TO DRIVE PIECE INTO PLACE WITHOUT DAMAGING IT. BARNS WITH STAI RS SIDING BOARDS LOFT DECKING NEEDS TO OVERHANG STAIR OPENING 7/8". BE AWARE THAT IF YOU ADD A STAIR HANGER IT WILL NEED TO BE TAKEN INTO ACCOUNT WHEN LOFT OVERHANG IS FIGURED IN HANGER AREA. CENTER SIDING BOARD CONSTRUCTION PAGE 12 page06_01.vwf D IAG R A M DOORS FIRST APPLY LOWER SIDING, STARTING FROM FRONT IF OVERHEAD DOORS ARE TO BE USED, SIDING MUST CORNER POST WORKING TO REAR POST, HOLDING FIRST A BE HELD INTO OPENINGS BY 1" ON SIDES AND TOP. BOARD PAST FRONT POST 1/8"(SEE SIDING DETAIL), LJ THIS WILL ENSURE A TIGHT CORNER LATER. FOR NAILING IF SWINGOUT DOORS ARE USED, CUT SIDING FLUSH DETAILS SEE- (A) FOR SHIPLAP OR (B) FOR SHIPLAP BOARD AND BATTEN WITH FRAMING. BOARD AND BATTEN 12d GAL. BOX FOR BOARDS 12d GAL. BOX FOR BATTENS 1-1/4"IN FROM EDGES I \ 2 WINDOWS OI I LAP SIDING INTO WINDOW OPENINGS 3" ON SIDES & TOP. . . . . .:. .:. APPLY UPPER GABLE SIDING, SAVING ! ! (NOT FOR BOWTOP WINDOWS, SEE BUBBLE PACK ON WINDOWS.) CUTOFFS FOR OTHER END OF BUILDING. i i SEE NEXT PAGE, "STANDARD WINDOW INSTALLATION FOR BARN SASH". j BATTENS j I I I I I I I I 2 OPTIONAL \ 1 x4 FILLERS I i _ 10' BOARDS BEFORE APPLYING SIDING 8" OR 10" SHIPLAP SIDING QUANTITIES MAY VARY DUE TO / MAKE SURE GIRTS ARE AVAILABILITY. IT IS NOT NECESSARY TO ALTERNATE EACH STRAIGHT. IF NECESSARY BOARD. START SIDING THE APPROACH OR MOST OFTEN PROP CENTER. VIEWED SIDES OF THE BUILDING FIRST, GIVING CONSIDERATION / TO WINDOW AND DOOR OPENINGS AND CORNERS. i OPTIONAL WINDOW LOCATION �•. LOWER SIDING BUTTS UNDERSIDE OF 2x4 SHOE. 2x4 SHOE OPTIONAL HOOD :. VERY IMPORTANT, STAINING / PAINTING THE SHIPLAP OPTIONAL OPTIONAL EDGE OF SIDING PRIOR TO WINDOW DOOR OPTIONAL HOOD LOCATION LOCATION • . . 1• .• • • . . INSTALLATION IS STRONGLY OPTIONAL OPTIONAL RECOMMENDED TO MAINTAIN UNIFORM WINDOW DOOR COLOR AS BOARDS ACCLIMATE. 10' BOARDS LOCATION 1 LOCATION BE SURE NOT TO STAIN / PAINT ANY PORTION OF SIDING THAT WILL BE SEEN FROM INSIDE. 1. t t l�-INTERIOR TYPICAL GABLE WALL SEE COLOR CODED PLAN FOR YOUR BUILDING GRADE EX--ERIOR GRADE /STAIN / PAINT THESE AREAS � BEFORE INSTALLATION NOTE: PICK OUT AND SAVE THE CHOICES PIECES FOR THE MOST VIEWED SIDES) CONSTRUCTION E 13 page06_01.vwfD IAG RAMPAG II SECTION THRU FROM TOP OUTSIDE OF BUILDING PRE-CUT SILL SIDING TRIMMED INTO OPENING 1-1/4" +/- ACTUAL WINDOW OPENING SECTION THRU 3x4 GIRT WINDOW INSTALLATION 3x4 WINDOW JACK WINDOW SASH 1 x2 STOP 3x4 GIRT AT BEFORE CUTTING SIDING, VERIFY WINDOW TOP OF WINDOW OPENING WITH PRE-CUT SILL. 1. NEATLY TRIM SIDING INTO WINDOW OPENING AS SHOWN. 2. SLIDE PRE-CUT SILL INTO OPENING AT SLIGHT ANGLE UNTIL SILL CUTS FIT TIGHT AGAINST SIDING. 1 x2 STOP SLIDE 3/4" FILLER (CUT ON SITE) BETWEEN 3x4 GIRT SILL AND LOWER WINDOW GIRT, NAIL IN PLACE. 3. SET WINDOW IN PLACE, GLAZED SIDE OUT. CUT WINDOW OPENING USING WINDOW SASH 4. CUT AND APPLY 1 x2's FOR INSIDE WINDOW SILL AS SHOWN ABOVE. STOP. YOU MAY PUT A WINDOW STOOL AND APRON THIS WILL ALLOW SIDING INTO ON AS SHOWN. (BY OWNER) THE OPENING TO ACT AS WINDOW STOPS. TAKE CARE 5. SEAL WINDOW & SILL FROM OUTSIDE Y TO KEEP WINDOW REVEAL AT Y =OWNER WITH PAINTABLE WEATHERPROOF OR a TOP THE SAME AS SIDES. a EXTERIOR CAULK. 1 x6 WINDOW STOOL CUT SIDING FLUSH 1 x3 APRON 1 x6 SILL WITH GIRT AT BOTTOM 3/4x3/4 FILLER OF WINDOW OPENING. 3x4 GIRT 1" SIDING 3x4 LOWER VIEW FROM INSIDE WINDOW GIRT LOUVER INSTALLATION OUTSIDE INSIDE PLACE BOTTOM OF CUT-OUT PATTERN O O ON NAIL, PLUMB & TRACE ENTIRE ! PATTERN ONTO SIDING. CUT-OUT PLACE SILL IN PLACE PLACE TOP OF LOUVER DRAW LINE AT INSIDE BOTTOM USING PREVIOUS TRACE AS GUIDE, PATTERN LOUVER TIGHT TO UNDERSIDE OF LOUVER, IN DE-EDGE TO INSIDE MIRROR PATTERN & TRACE, CUT OUT AS SHOWN AND NAIL. OF RAFTERS. EDGE. AT CENTER OF LINE, DRIVE SIDING WHEN TRACING IS COMPLETE. SEAL INSIDE CORNERS CENTER LOUVER ON RIDGE, NAIL THROUGH SIDING,'-AS SHOWN. OF SILL FROM OUTSIDE PLUMB & LEVEL. WITH PAINTABLE oz WEATHERPROOF OR M, EXTERIOR CAULK. x VAAV' YY SILL .- O UPPER GABLE SIDING ® I Ilk, VIEW FROM OUTSIDE SECTION THRU I NAIL CONSTRUCTION VIEW FROM INSIDE VIEW FROM INSIDE DIAGRAM P page06_01.vwf AGE 14 - ' 1 SLIDING WINDOW DETAILS * WITH WINDOW IN CLOSED POSITION LOCATE TRACK ON STOOL. * SET GUIDE CLIP AGAINST WINDOW AND PULL TRACK TIGHT TO • INSIDE FACE OF CLIP. SEE "WINDOW INSTALLATION" TO CUT OUT WINDOW OPENING * SCREW TRACK TO'STOOL. _____---► --- AND INSTALL PRE-CUT EXTERIOR SILL. * REPEAT PROCESS AT OTHER SCREW LOCATIONS. ___-------- * NOW LOCATE GUIDE CLIP AT LEADING INSIDE FACE OF WINDOW AS SHOWN. * LET IT REST ON TRACK AND SCREW IN PLACE. 1 k2 STOP _ INS -______- - -►- __ _ IDE OF WINDOW CAULX WINDOW TOILER & SEA STOP, FILLER, STOOL, JACK PR LOCATL AT AND APRON TO BE CUT ENT LION c wlNoow ON SITE FILLER JACK .s�oo� FILLER APRON -' GUIDE CLIP FILLER MUST BE CUT WITH SAME ANGLE AS PRE-CUT EXTERIOR SILL. sToo TRACK VIEW FROM INSIDE OF BARN • WINDOW SHOWN FROM INSIDE OF BARN SLIDING LEFT TO RIGHT. REFER TO YOUR COLOR CODED PLAN FOR SLIDE DIRECTION. 3x4 GIRT AT 1 SIDING TOP OF WINDOW 1 x2 STOP INSTALLING SLIDE HANDLE L WINDOW SASH El� DE OF WINDOW CENTER THE HANDLE, KEEPING FLUSH WITH INSIDE MOLDING CUT ON SITE 1 x6 WINDOW STOOL 5/4x6 SILL 1x3 APRON 3x4 LOWER FILLER WINDOW GIRT SECTION THRU VIEW FROM TOP SECTION THRU CONSTRUCTION PAGE 15 page06_O l.vwf DIAGRAM TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �3 Parcel DO' Application # �9_ Health Division Date-Issued // Conservation Division Application Fee Planning Dept. Permit Fee W7 S Date Definitive Plan Approved by Planning Board Historic - OKH. — Preservation/ Hyannis Project Street Address a St✓ee t Village Y�l e ST `BARNJTA 61*- Owner RYaL) -f- L- Afi e d b.o Address -? G 0 C14"cH Sf W'S r . ov aaRNdfAe1e Telephone MAI (v7 ve e e 77 y a oo /, fs ria Permit Request 4Dn Ff- AppiTion/ (Wh-eve y,�-/1, a i✓, Form U/cA0✓e. of .¢ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new .22Xx2-' Zoning District T r✓ Flood Plain V Groundwater Overlay d10 Project Valuation /Sd/ovo Construction Type W°o� ��Ah� a oPI fi0A Lot Size JI / u Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Q( Two Family ❑ Multi-Family(# units) Age of Existing Structure 9 Historic House: ❑Yes 3 No On Old King's Highway: ®Yes ❑ No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) -100 ° 6t Basement Unfinished Area (sq ft) Number of Baths: Full: existing 3 new d Half: existing 3 Z� new Number of Bedrooms: 3 existing 6 new Total Room Count (not including baths): existing new / First Floor Room Count- Heat Type and Fuel: UGas ❑Oil ❑ Electric ❑ Other y Central Air: ql'es ❑ No Fireplaces: Existing New Existing woos oal stove❑Yes M�No Z Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: Iexisttr�g ?—Mew size_ (ffefftoDe py#ch ?a✓afe Awlo ldrTd _n ®$ 0 Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Others ( 0 ) f rncze Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 3 ZZ4, M co Commercial ❑Yes No If yes, site plan review# m Current Use Proposed Use fA K6 ---- _ -- -, - - - APPLICANT INFORMATION r (BUILDER OR HOMEOWNER) Name 1f,4 9 htw / oT x-_ Telephone Number T I V Address Rd °X �'� License # C 5 0 f 7//Z (U Ad T Zt9tVP Ui I fI crud o 16 3' Home Improvement Contractor# Email /oA r /d IN6 c I tl4d • (01f Worker's Compensation # W G V 0o A/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO AJ e u) 66 0 fo rn UJA J Te J.e rd,'re I3p JA N p w,t w o`ta SIGNATURE DATE -..FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER t.; DATE OF INSPECTION: FOUNDATION FRAME S�kAf!/l � a�az�l8 12tta � INSULATION FIREPLACE - ELECTRICAL: ROUGH FINAL 4 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ° DATE CLOSED OUT ASSOCIATION PLAN NO:: } t Town of Barnstable Building 7Post.This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be'Kept M" 'Posteda Until Final Inspection Has Been Made. Permit - lbs �l Where a Certificate of Occupancy is°Required,such Buildings,hall Not be Occupied until a Final Inspection has been made. Permit No. B-17-3607 Applicant Name: MATTHEW YORK Approvals Date Issued: 11/01/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 05/01/2018 FoundatiQQ,�n. T Location: 260 CHURCH STREET,WEST BARNSTABLE Map/Lot: 153_-007_ Zoning District: RF S h e a t h i n mK 1 2-a 18 Owner on Record: COHOLAN,RYAN D&KATIE J Contractor Name. MATTHEW G YORK Framing: Address: 260 CHURCH STREET Contractor License: 6-097162 WEST BARNSTABLE, MA 02668 I Est. Project Cost: $ 150,000.00 Chimney: Description: add a 22'x22'ft addition.(where garage is)for purpose of a kitchen, Permit Fee: $875.00 8'x6'portico, 18'x12'deck at rear i I Insulation Fee Paid:Paid: $875.00 Project Review Req: 1 Date: 11/1/2017 Final: Plumbing/Gas Rough Plumbing: 4 a \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for 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 zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by.the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:' Service: 1.Foundation or Footing } r 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT i Town of Barnstable Regulatory Services • WRNSTAUE. MASS, Richard V.Scali,Director �oM Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.as Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1 I + a,tj-e m �^ ,as Owner of the subject property hereby authorize YEE to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signatur of ner Signa e of Applicant: rint Nam Print Name Date :q r.%�r 1!c/iJ/Aa/III'rrJ!/l�!. r((yliflr�Illi�l - -.•..,..___ .,... . .. .._ Office of Consumer Affairs Business Regulation Na HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only t TYPE:Individual before the expiration date. If found return to: A'v Registration Explur lan Office of Consumer Affairs and Business Regulation 162840 04/02/2019 10 Park Plaza-Suite 5170 MATTHEW YORK Boston,MA 02110 MATTHEW YORK 29 Crestview Dr C � E.Sandwlch,MA 02537 Undersecretary volld withou ature Massachusetts Department of Public Safety i Board of Building Regulations and Standards License: CS-097162 " Construction Supervisor l MATTHEW 0 YORK � P.O.BOX 826 EAST SANDWICH MAVO28S7 �•�t��r �•� l� Expiration: Commissioner 10/06/2018 &,+p l r 3 ?/4,N c e J 007 w �1 Noradt.0 a i 77 The Commonwealth of Massachusetts , Department of Industrial Accidents Offwe of Investigations IF 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/organization/Individual): Matthew York York Contruction Inc Address: PO Box 826 Ci /State/Zi : East Sandwich MA Phone#: 774-200-1889 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 4 4. 1 am a general contractor and 1 6. New construction employees(full and/or part-time).' have hired the sub-contractors 2. I am a sole proprietor or partner- listed on the attached sheet. 7. '✓.,Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers'comp.insurance Comp'msurance'2 10. Electrical repairs or additions required.] 5. We are a corporation and its rep 3. I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12. Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13. Other 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: Atlantic Charter Insurance Company Policy#or Self-ins.Lic.#: WCV009999804 Expiration Date: 02/22/2018 Job Site Address: -02 d U G 14 u✓c 1� J f City/State/Zip: N. ,6 A RN 4 A4- Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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 1 of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the"Office of, Investigations of the DIA for' ce coverage verification. I do hereby certify u der e d naltles ofperjury that the information provided above is true and correct Si afore: Dater- Phone#: 77 -200-1889 Ofl cial use only. Do not write in this area,to be completed by city or town ojjriciaL City or Town: PermitiLicense# 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#: i CERTIFICATE OF LIABILITY INSURANCE DATE(M 0/1612017NpD 117 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER COW NAME T Cara McNeil The Ins Agency Of Cape Cod PHONE 508-888-2766 FAX 480 Route 6A E•MAIL No): 508-833-0909 ADDR • cara@insuranceofcapecod.com PO BOX 960 INSURERS AFFORDING COVERAGE NAIC S East Sandwich MA 02537 INSURER A: Colony Insurance Insurance Co. 000000 INSURED INSURERB: Safety Insurance Company 000000 MATT YORK CONSTRUCTION INC INSURERC: Atlantic Charter Insurance Co. 000000 P.O.BOX 826 INSURER D: INSURER E: East Sandwich MA 02537 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH.RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L nTR TYPE OF INSURANCE DDL$ POLICY EFF POLICY EXP POLICYNUMSER MM/DD D LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 COMMERCIAL GENERAL LIABILITYPREMISES(F—a occurrence) $ 100,000 CLAIMS•MADE M OCCUR MED EXP One r= $ 10,000 A N N GLOO20362-00 10/06/2017 10/06/2018 PERSONAL 8 ADV INJURY s 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER, PRODUCTS-COMP/OPAGG s 2,000,000 POLICY PRO LOC AUTOMOBILE LIABILITY EeMBINEO SING E LIMIT $ ANY AUTO BODILY INJURY(Per person) $ 100,000 ALL B X AUTOSMEO AAUUTOSULEO N N 6216083 12/30/2016 12/30/2017 BODILY INJURY(Per accident) S 300,000 X HIREOAUTOS NON-OYMED PPROPERe DMAAGE AUTOS Un/Underinsured $ 100k/300k UMBRELLA LIAR OCCUR - EACH OCCURRENCE $ EXCESS LIAB CLAIMS=MADE AGGREGATE $ DIED RETFhrTtDNS $ WORKERS COMPENSATION wC STATU OTH• AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNERlEXECuTIVE YIN E.L.EACH ACCIDENT $ 100,000 C OFFICERIMEMBER EXCWDE07 NIA N 'TBI direct by carrier 2122/2017 2/22/2018(A Els(Mandatory In er E.L.DISEASE-EA EMPLOYE $ 100,000 DESCRIPTION be and ON OF OPERATIONS bebv E.L.DISEASE•POLICY LIMIT $ 500.000 _F L DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101.Additional Remarks Schedule,If more space is required) ._.. .New.Home_Construction-------.._---._.—_.------------•--------_..---____..------ ----..__..__.___.—_.�.----------...-------------------- -• CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25(2010/09) ©1988-2010 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD CREScheck Software Version 4.6.2 NJ/ Compliance Certificate Project Addition Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: Addition Y Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 260 Church St York Construction Barnstable, MA 02630 P.O. Box 826 E. Sandwich, MA 02537 Compliance: 2.2%Better Than Code Maximum UA: 89 Your UA: 87 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or IIJI-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 277 38.0 0.0 0.030 8 Ceiling 2: Cathedral Ceiling 300 30.0 0.0 0.034 10 Wall 1: Wood Frame, 16"D.C. 557 21.0 0.0 0.057 26 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 38 0.300 11 Door 1: Solid 20 0.270 5 Door 2: Glass 40 0.300 12 Floor 1:All-Wood Joi st/Truss:Over Unconditioned Space 440 30.0 0.0 0.033 15 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Addition Report date: 10/18/17 Data filename: \\bruins4\PROFILES\clegere\My Documents\REScheck\#866 Matt York Revised.rck Page 1 of 9 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified'' # Pre-Ins Review Complies? Comments/Assumptions & Req.ID Value Value . 103.1, :Construction drawings and " ❑Complies 103.2 documentation demonstrate ".; ❑Does Not [PR1]1 :energy code compliance for the r :building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 :lighting and mechanical systems []Not Observable ; :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. ; 302.1, Heating and cooling equipment is;, Heating: ; Heating: []Complies 403.7sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2, on loads calculated per ACCA Manual or other methods Cooling: Cooling: :[:]Not Observable Gnu ] Btu/hr Btu/hr (approved by the code official. ❑Not Applicable 1 i d i Additional Comments/Assumptions: 1 High Impact(Tier 1) JITMedium Impact(Tier 2) 13 J Low Impact(Tier 3) Project Title: Addition Report date: 10/18/17 Data filename: \\bruins4\PR0FILES\clegere\My Documents\REScheck\#866 Matt York Revised.rck Page 2 of 9 ,Section # Foundation Inspection ' Comments/Assumptions q. n a. ks, t� . ,: & Re ID . .. F = �.�-. ...�r ., � � � � ...'�, .. �n •.:•a r:� ,ti;m tF 4z x 303.2.1. `;A protective covering is installed to ;❑Complies [F0.11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ;❑Not Applicable 403.9 ;Snow-and ice-melting system controls []Complies [FO12)2 installed. ❑Does Not U ;[JNot Observable; ;❑Not Applicable y Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) I Project Title: Addition Report date: 10/18/17 Data filename: \\bruins4\PROFILES\clegere\My Documents\REScheck\#866 Matt York Revised.rck Page 3 of 9 ''$f!ctlOn' »�"'`v, ^aye _a=, r, Fby ;:-; x Pl ns Verified. < F�tl,1%e�ifleCl' ' A. ts� r # Framin ysRou h In lns ection #x #::nr.. jA. ? Com lies?�� f '9 rg , , p, ,b;; .,Value A Ualue w : . p , , Comments/Assumptionst at^Re .'' .Er`""§ f �v. Ze, 402.1.1, ;Door U factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FR1]1 ;❑Not Observable ;❑Not Applicable_ 402.171, ;Glazing U-factor(area-weighted U U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :[--]Does Not ;table for values. 402.3.3, ` 402.3.6, ;❑Not Observable ; 402.5 ;❑Not Applicable [FR2]1 i I 303 1 3 U-factors of fenestration products xrx #� `"� ' ❑Complies❑Does Not [FR4)' are determined`in accordance �. ' ; n ,� ��,�° �`� ,r ;with the NFRC test procedure or ;� J ;taken from the default table. *Y a ❑Not Observable ] � ❑Not Applicable 402 4 1 1 ;Air barrier and thermal barrier ❑Com lies [FR23]1 ;installed per manufacturer'sl ❑Does Not Instructions. t✓ � []Not Observable ' ❑Not Applicable 402 4.3 ;Fenestration that is not site built N ��ryv '. " � M ❑Complies [FR20]1 Iis listed and labeled as meeting ❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 k ;or-has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code ❑Not Applicable ' limits.' 4,02 4 5 IC-rated recessed lighting fixtures ' �' `�; ' DComplies [FR16]? ` sealed at housing/interior finish gix a 'I t ❑Does Not 3 s` and labeled to indicate<_2.0 cfm �1 Y ;leakage at 75 Pa. �'} � ❑Not Observable ; i � ❑Not Applicable PP , - .'f lid 'yiS. ,i SN'y 403 2 1 ;Supply and return ducts in attics ¢ssya sk r` ' r _'❑Complies ; [FR12]1 ;insulated >= R-8 where duct is Z; ' y � ❑Does Not J > 3 inches in diameter and >_ R 6 where < 3 inches. Supply and ' ^ t []Not Observable ;return ducts inother portions of a� � 5� �. x" 'a ❑Not Applicable ;the building,in's_ulated >= R-6 for :diameter>= 3 inches and R-4:2 :for< 3 inches in diameter. --- --, .......... .�-�_-_—._ 403.332,5 Building cavities are not used as n ,t4 � � '� � " ❑Complies [FR1513 ducts or plenums. ' � �� s �a Does Not i n ❑Not Observable , ❑Not Applicable 403 4 ; .•;HVAC'piping conveying fluids ; R R ❑Complies —T [FR17J? above 105 QF or chilled fluids ❑Does Not o zR- ; Fs ` below 55QF are insulated t ❑Not Observabley3. ; �f>��a�;•�. __ ;' ❑Not Applicable 403 4 1 :Protection of insulation on HVAC ❑Complies ; [FR24]1 !piping. � � ' � r ❑Does Not Not Observable Not Applicable 403 5 3 sj ;Hot water pipes are insulated to R R ❑Complies . [FR18]2 aR-3.- ❑Does Not U' �� ❑Not Observable , {; ❑Not Applicable 403 6f r Automatic or Yavit dampers are 1 ' ` ` ' 2 E 9 Y P ��`a ��� ❑Com lies � , �a� P [FR19J rmstalled'on all outdoor air Q ,fir �� r , � ❑Does Not ; #i intakes and exhausts. []Not Observable ❑Not Applicable 1 High Impact.(Tier1) x2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title. Adclition Report date; 10/18/17 Data filename:>\\bruins4\PROFILES\clegere\My Documents\REScheck\#866 Matt York Revised.rck Page 4 of 9- Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 10/18/17 Data filename: \\bruins4\PROFILES\clegere\My Documents\REScheck\#866 Matt York Revised.rck Page 5 of 9 i 5 w� ram; zit "# Flrtsulatiori Inspection ��,�Plans�V.erifiedFleid Verified. ap .< &'Re` ID; P' ValuePI es3 .Com / ssum t1'd Com i merits A 303 1 Vf All installed insulation is labeled AAAAAPiel §rF . ❑Complies [IN13]2 or the installed R-values ❑ ; � ��y k� Does.Not } rovided. Ix p ( ❑Not Observable ; ❑Not Applicable 402.1.1, {Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 Steel ❑ Steel ;❑Not Observable i V ❑Not Applicable ; 303.2, ;Floor insulation installed per. a `"� t• ` ❑Complies 402.2.7 ;manufacturer's instructions and ❑ Does Not [IN2]1 :in substantial contact with the ;� 0 1 underside of the subfloor,or floor , • ❑Not Observable :framing cavity insulation is in ❑Not Applicable ;contact with the top side of � �� �� � e �W.. : :sheathing,or continuous. � ; d � h+, ,> Y / t :ykfliYi4�-v.� i :insulation is installed on the m c 1 underside of floor framing and ;extends from the bottom to the , :top of all perimeter floor framing members. r1 �"fi3�1Z r+�-n'��mt5"�#(��:Vn'„., ,xq rx!'•�'•,�. 402.1.1, ;Wall insulation R-value. If this is a: R- R ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the 0 Wood El Wood ;❑Does Not :table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass :❑Not Observable [I1\13]1 ;exterior,the exterior insulation ; ;J ;requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed er + ❑Com lies [IN4]1 :manufacturer's instructions. ❑Does Not pNot Observable ' ❑Not Applicable ; Additional F11High'Impact(Tier 1) 2:5 Medium Impact(Tier 2) 3;Low Impact(Tier 3) Project Title: Addition. Report date: 10/18/17 Data filename: \\bruins4\PROFILES\clegere\My Documents\REScheck\#866 Matt York Revised.rck Page 6 of, 9 ,c•,. ,. t � a, F r - x0 X. '., Yee .X . t%,Y ••.,,, z. . � � -_ . Section `'ram urns x plans Verified, FIeid V, i fied,"-' # F1nal'Inspecfwn Pro,Visions t x er �� Complles?� ,,Comments/Assumptions J p &'Req ID•" ,�n f3 - �* f.� S�,rValue� x Value � � ,� : �,{ �� 4. 402.1.1, ;Ceiling insulation R value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;[] Wood ❑ Wood :❑Does Not ;table for values. 402.2.2, 402.2.E ❑ Steel ❑ Steel :[:]Not Observable ; [FI1]1 ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per n ❑Complies ; 303.2 )manufacturer's instructions. i ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. ❑Not Observable ' .C]Not Applicable t Vented attics with air permeable ❑Complies [F122]?���!insulation include baffle adjacent � ��� �� r1�13�` z ODoes Not, to soffit and eave vents-that > ' extends over insulation. �., ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R R- ;❑Complies [F1311 :insulation zR-value of the ❑Does Not ,adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 =_ ACH 50 = ❑Complies ; [FI17]1 'ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 :Duct tightness test result of<=4 ! cfm/100 cfm/100 ❑Complies [FI411 :cfm/100 ft2 across the system or ft2, ft2 ❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in f)Not Observable E ;tests, verification may need to . ❑Not Applicable ;occur during Framing Inspection. 403.3.2 :Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F12711 determine air leakage with ; ft2 ft2 j❑Does Not ;either: Rough-in test:Total ; ;leakage measured with a ; ❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of :test. Postconstruction test:Total :leakage measured with a ; ;pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated °x'. 1 .;4� c� []Complies [F12411 ;by manufacturer at<=2%of h r ❑Does Not design air flow. gXbR ❑Not Observable , ❑Not Applicable 403 '1s „Programmable thermostats WRI.mg4, g f ' `� �_� ❑Complies (F19]2 > ;,installed forcontrol of primary I s ��u• ❑Does Not ' ;heating and cooling systems andw ❑Not Observable , a initial) set b manufacturer to �� t u°rfl code specifications. ❑Not Applicable z rr 403 1 2 'Heat um thermostat installed � ' ` �' i P P �� x3 ❑Complies [FI10]2 ion heat pumps. �� �ta �❑Does Not ; wf 3 y � 1s $❑Not Observable ' �. ❑Not Applicable 403 521 ;Circulating service hot"water �� � ', ❑Complies [FI11] systems have automatic or F ''' '� � x� �` ❑Does Not ` (accessible manual controls. a ❑Not Observable ; '❑Not Applicable 1 High.lmpact(Tier 1) 2 Medium Impact(Tier,,2) :3-Low Impact(Tier 3) Project Title: Addition,: Report date: 10/18/17 Data filename: \\bruins4\PR0FILES\clegere\My Documents\REScheck\#866 Matt York Revised.rck Page 7 of 9 i �SectlOn t r rtf ' ��� x rpm u cis r�F xrt x � �� �e plans Verified" ., FIeId.Verified. .fit � : # z ' FinalInspecfion�Prouisions - � Complie`s,? Comments%A sumpt�ons Value 40' 6 1 3All mechanical ventilation system � � r, � a� � ❑Complies [F125]2+ ;fans not part of tested and listed Q � Does Not '`1HVAC equipment meet efficacy and air flow limits. ❑Not Observable ; Xi ..•„ ❑Not Applicable 403 2 1 Hot water boilers supplying heat ❑Complies [FI26J2 r a through one-or two-pipe heating �, �q� > M " ❑Does Not systems have outdoor setback control to lower boiler watery k�ra;k []Not Observable y { ,5temperature based on outdoor �� da .�,� ❑Not Applicable temperature. P stems 403 5 1 1 Heated water circulation sY ❑Com li k I a ' es P (F128]27) +,have a circulation pump.The QDoes Not ;a system return pipe is a dedicated � x k return pipe or a cold water supply m „ a �h '❑Not Observable pipe. Gravity and thermos " "* "y 'QNot Applicable syphon circulation systems are not present. Controls for i circulating hot watersystem ,pumps start the pump with signal ,for hot water demand within the s occupancy,Controls (€ automatically turn off the pump when water is in circulation loop y is at set-point temperature and no demand for hot water exists.' - 4`03 5�1 Electric heat trace systems "� ❑Complies ; [FI29]2 " comply with IEEE 515.1 or ULpam"I'm P�, drar �� []Does Not 515.Controls automatically adjust the energy,input to they � [)Not Observable N � <X heat tracing to maintain the ❑Not Applicable desired water temperature in the �' piping. 403 5 2 n r Water distribution systems that r� ' ❑Complies [FI30]ZPn have recirculation pumps that. ❑Does Not k pump water from a heated water supply pipe back to the.heated ' ❑Not Observable water source through a cold QNot Applicable _ (water supply pipe have a " Y demand recirculation water 1 i � € system.-Pumps have controls k , that manage operation of the r' • �pump and limit the temperature of the water entering the cold ; water piping to 1049F. 403 5 4 Drain-wafer heat recovery units #$s� '`' "r '�` �2 y. ❑Complies 1 k <, � [F131] tested-in accordance with CSA s � �f�. :., � ��� ���� �� ,��'�� ❑Does Not , a B55.1. Potable wafer-side fl r pressure loss of drain water heat "� a ❑Not Observable ; flrecovery units< 3 psi fors ❑Not Applicable ; individual units connected to'one r or two showers. Potable water= " aside pressure loss of dram water i heat recovery units< 2 psi for gria , " individual units connected to :n x 'st, -J three or more showers. 404.1 75%of lamps in permanent ❑Complies [FI6J1 :fixtures or 75%of permanents , []Does Not ; ;fixtures have high efficacy lamps. , � T Does not apply to low-voltage 3 I �� ❑Not Observable alighting.. _ i �11 IN"I ONot Applicable 404 1 1 4,Fuel gas lighting systems have _ ❑Complies [FI23]3 r`Ino continuous pilot light �: ❑Does Not U' t ❑Not Observable ❑N&Applicable 1 High Impact(Tier 1) 2u`Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title Addition Report date: 10/18/17 Data filename: \\bruins4\PROFILES\clegere\My Doc6ments\REScheck\#866 Matt York Revised.rck Page Sof 9 Section' ,... .. Plans Verified . .Field.:Verified., # "Final Inspection Provisions ,_ Complies i tCommehts/Assumptions : & Req'ID Value: t"Value 401.3 ,Compliance certificate posted. ,y s ❑Complies ; [F17]2 3 A; sk ❑Does Not a []Not Observable ❑Not Applicable 303.3 :Manufacturer manuals for Al '. [ Complies [F118]3 mechanical and water heating r r ❑Does Not systems have been provided. ❑Not Observable � J ❑Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 10/18/17 Data filename: \\bruins4\PR0FILES\clegere\My Documents\REScheck\#866 Matt York Revised.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation.Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHOC Window 0.30 Door 0.30 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments I 0FRAN0 BOUNOARr PER Of RTRM/NAAON OF r` APPL/CAB/L/Tr OA 05-006 LOCUS APR/L B, 2005 / / / r Fs�t R4�Sr lool / USGS - SANDWICH QUAD 40 - 2000 0 1000 2000 4000 1' 2000 FEET COHOLAN, RYAN D & KATIE J 260 CHURCH STREET WEST BARNSTABLE, MA. 02668 MAP/BLOCK/LOT: 153/007 / 00 , // PROPERTY ADDRESS: 260 CHURCH V) j \� ;' STREET 42 DEED BOOK: 28881 PAGE 117 PLAN BOOK: 588 PAGE 47 r k \ PLAN DATE: JANUARY 8, 2004 Exisfing Shed 6 A,oprox. /ocofion FLOOD ZONE X SEE FEMA FLOOD .5 / INSURANCE RATE MAP NUMBER y Ors 25001C0553J, EFFECTIVE DATE JULY 16, 2014 ZONING DISTRICT: R-F AQUIFER PROTECTION DISTRICT R f/ /^ _� MIN. LOT AREA: 87,120 SF '00- W Exis/Ing J J 30/ In i. MIN. LOT FRONTAGE: 150 FT. 11.00' ` \ 30 FT. '40 ) 1 N 16.0• N MIN. SIDE/REAR DYARD: 15 FT. • N� /J // ` � N MAX. BUILDING HEIGHT: 30 FT. TOPOGRAPHIC CONTOURS PRODUCED FROM screen • op= _ — ` DATA PROVIDED ONLINE BY NOAA• porch, �D__ ! 44't \ https://coast.n000.gov/dotoviewer/ - \ li 1 Exisfii� porgon of — \ 2011 data -. 9 House b. ding LOCOfion relr°n.d-- 43 \ 44 \ . f� A � .3'' \ _ \ -PROPOSED — \ ` ADDITION ` r ST SAS �G 9 v No.3UM co \ \ O N r / �\ \\ Cr 04 42 N42 J l 1 9 \ / — J ( \ NtK i H � C DH // S 71'15'07" E H TO CB � �^ _ /S 71.17"7"� 163.07' FND \\ / /^ ^64.55' _ _48 \/ SHED AND DRIVE LOCATION �, _✓ _ CH�46 — / T DIGITIZED FROM TOWN OF H STREE—��5o BARNSTABLE GIS AND MASSGIS ORTHO PHOTOS 2013/2014 40 0 20 40 60 160 EXISTING SEPTIC LOCATION FROM SEPTIC AS-BUILT ( IN FEET ) CARD ON FILE WITH THE 1 inch = 40 ft. TOWN OF BARNSTABLE 160908 - WORKING PLAN SITE PLAN DRAFTER: SET REVISIONS: DA YID C. THULIN, . PE, PLS 260 CHURCH STREET O CHO BY: I DESIGN: DCT O_ SANDWICH, MASSACHUSETTS SCALE AS NOTED 211 MILL ROAD O RYAN ID & KATIE J COHOIAN EAST SANDWICH, MASSACHUSETTS 02537 260 CHURCH ST., W. BARNSTABLE, MA. 02668 WPO 18,1-SHEET2 (508) 888-2345 FAX (508) 888-7259 P0ET zuz / T ✓0 / F / 6 �o, / Nlb a / / s�.0• / Exist. 16.0' . Barn !g /43.3' ExiS t / D wg. #260 ? 32.0' �16.0' < / Exis t. / Add. / 44.0' / Lot 1 / 94,333E S.F. /5. 2. 17E AC. / a / 1, 0' / 146.8' / 30.0' R� / C/y N �'64 Ss 15.0' ��Cy ST'QFF T TOWN OF BARNSTABLE ZONING STREET ADDRESS: #260 CHURCH STREET BY—LAW ASSESSORS MAP 153 PARCEL 7 OWNER: RYAN & KATIE COHOLAN ZONE RF DEED REF.: BK. 28881 PG. 117 PLAN REF.: PL. BK. 588 PG. 47 LOT 1 SETBACKS FRON T = 30' SIDE = 15' 1 CERTIFY THAT TO THE BEST OF MY PROFESSIONAL REAR = 15' KNOWLEDGE, INFORMATION AND BELIEF THE BARN/ADDITION SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS PROPERTY LINES SHOWN HEREON OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED o �tHOFr�ss9cti ON THE GROUND. �� TERRYAN �� WARNER y AS—BU/L T THE BARN/ADDITION DEPICTED ON THIS No.38721 PLOT PLAN PLAN WAS LOCATED ON THE GROUND ` IN BY TAPE SURVEY ON JAN. 16, 2018 AND BARNSTABLE, MASS. EXISTS AS SHOWN AS OF THE DATE OF LOCATION. SCALE: 1"=40' JAN. 17, 2018 I P.L.S. THIS PLAN /S FOR PLOT PLAN TERRY A. WARNER, PURPOSES ONLY. 22 LONG ROAD HARWICH, MA. 02645 (508) 432-8309 THIS PLAN /S VOID /F NOT STAMPED AND SIGNED /N RED. 0 20 40 80 PROJECT NO. 17-301AS From The Workshops of { COUNTRY CARPENTElt8, INC. CONFIRM LOCAL REQUIREMENTS rf-- „4,� r y , y• %'' WIND LOAD MPH i�l:, ROOF LOAD �PSF HEIGHT RESTRICTIONS FEET I S PMENT ; NN1NG&OEVE� PIA • ,j i I a r 1 ( BUILDING DEFT. �ii I Y TOWN.N OF BARNS lAgLE _- 7 - ILL- '9 PRELIMINARY PLAN CUSTOMER: 44r, CATALOG PAGE: 06 SIZE: 24'x24' ROOF PITCH: 10/12 ' 'r FOUNDATION TYPE: BY OWNER s ❑ BLOCK 8)POURED_WALL ❑ PIERS c�Lc luif+ TE uxaxN Ats +rwn,N�IC+ID rw,r no; �, ROOF SHINGLES: BY OWNER t1+ TCrw 11/1 1'IQl►+15r1vq ��1+Daa a�n �r�►++rtJG4 U►r CU11ffIaY� F►rrfR� r ❑ METAL ❑ ASPHALT p W000 NCDRI 11" j D 1 ktt1 PO7I MID THAT SUCH(}i1C11�IAMIS ARE - _ - IDrT: l eIry t► +CQ Yr CNT LAWS OF TH Ua1ma 5TA SIDING: ID SHIPLAP O B & B THESE DOCUMENTS ARE NOT M BE COPIED OR TRAH9nRREO AND REMARKS: ANY V+OLATTON OF THIS COPIRICHT WILL BE PROSECUTED TO THE FULL.EXTENT OF THE LAW. THIS PLAN IS UMTTED TO THE CONSTRUCTION OF THE ONE BUILDING FOR OTHER INFORMATION SrE PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. ; AGREEMENT & SPECIFICA710N SHEET i TOWN OF BARNSTABLE 8'. 56 a .E7,T i � � ���. � �, ■� i-■ \\ 1 i ill !�I ■I _ �,� ■— �` I y s r�' -:� � � I�IIIIIIII IIIIIIIIiII -� :" • � �GeH � �i.��, i �� � �► � ' � IIIIIIIIIIIII IIIIIIIIIIII `' r, yap►: � � � � i � , � : �, .■ � r i, ;, , � � i I IIIIIIIIIII II •�' � .�. i1 ■1■I� i 9 � ■ IIi111i @�IIIII r � , � "�� � �I■i� 1 ' ' ,�i�' � IVIIIIIII IIIII�II �;'• r _ Oil NOR IN lk ' oi!1_�L'Q�1■�� i t - i e i i ' 1 I I , 0 • II rn xI Z � � � ➢ � U Irk _ ';�''' I • 'll n � •� p � ' �� � I, - - I I�' III � Iil.i I �� )>, s P (Tl I,! I 1 1 'I 1rPEP I � . D ➢ I; I �'� i f � i I SIx = !. i g � � ><6s � S� n.S,n `� -_- 'Il I �;i1�ll 11 ' •I''" i`f- ��s +� • �. li l !I Ili L `� III I: - rn G V-✓ 0 IN d Ltk i z m Ch g I ri ;m p N �� r74 R� "• .. � 2 I ' ro 1 I i i I• I'� I I.� � ' Ili UJM . � 'Ilil' �• �' ' 'I. III I. iI I' k Ea E III fj Lo j` 0 8X Sk 'is,fwr� I.i illll'i��'` i.� i'I; i, ll ' N - t iii I i iI 0 .�.1 � •� i' �lil� — t O 0 6 - o rs s0 J r\ P, -j 1� � ;pr - II ! II ITr rK ruk �' `ls1'RZ Lh Z rn0 — rrl�r p�i �:o z r. Lh G L r oI L. i Ip x Im AR z a)ON a firs Z. v�z If 0 �O.� Ot f Ilk 'rig i n I� ryJgy A I ' I i �_ In fi 13 ' io - - . v I -� P, to d.r. oD , , � x i Pn 14 �p:� p �I � Q_ O I ; ¢•, 0 1 s- o S1i l2-o l2 i n I 32ha ar} Mckechnie, Robert From: Mckechnie, Robert Sent: Monday, October 30, 2017 4:25 PM To: 'yorkbuilding@gmail.com' Subject: permit application for 260 Church Street, West Barnstable Good Afternoon, The following information is required in order to proceed with the review of the subject application: 1.) The elevation detail showing the attachments and construction of the deck. You can email this information. Thank you, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 Town of Barnstable Regulatory Services • Hwxxsrnsi.e, v mass. 8 Thomas F. Geiler,Director 039. 0 Building Division Thomas Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us i Office: 50&862-4038 Fax: 508-790-6230 RE: 260 CHURCH STREET, WEST BARNSTABLE OUR RECORDS THE FOLLOWING ELECTRICAL PERMIT DOES NOT HAVE A FINAL INSPECTION #20061378 ELECTRICAL PERMIT EXPIRED FOR THE FINISHED BASEMENT St-r Vtx4r IhP.N►4�eQo �� • 1 I I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i , rO Map S 3 Parcel ' — 4- Application# Health Division q- '' b Conservation Division Permit# 7 d� Tax Collector SEPTIC ! iiVEM MUST Elate Issued �^O / Treasurer INSTALVI)IN COMPLIAN%plication Fee CDO Planning Dept. ENVIRONMEl�'rd4L CODE�P�e�nit Fee ���'o � � ` Date Definitive Plan Approved by Planning Board TOWN WiGULATIONS SAW Historic-OKH Preservation/Hyannis Project Street Address ,) 6o C ti V ft c 0— `�'7" Village W C I n7'�t1n' l 1,C Owner G°�` -� ! °J�', t Address S � C Telephone _ 9 ZS Z O 3 Permit Request l3 S C!n C �:n i �-_� t I hc.l�.�Q9 ro vim+ e'oo A­Kt A- 6 4Yn 7 r Square feet: 1st floor:existing 1 l0 y proposed '700 2nd floor:existing proposed y: Total new.,? � rr Zoning District Flood Plain Groundwater Overlays use•4 =� Project Valuation 3o�•aa Construction Type c Lot ize r `i 3_ Grandfathered: N Yes ❑No If yes, attach supporting documentatiop, t-- r} 1 Dwelling Type: Single Family 2L Two Family ❑ Multi-Family(#units) Age of Existing Structure 1 r Historic House: 2rYes ❑ No On Old King's Highway: ❑Yes ❑No Basement Type: gFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) "-" Basement Unfinished Area(sq.ft) l l O s (- Number of Baths: Full:existing 2- new L Half:existing new -- Number of Bedrooms: existing Z new _I Total Room Count(not including baths):existing `l new Z First Floor Room Count Heat Type and Fuel: R Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes 9No Fireplaces: Existing I — New Existing wood/coal stove: ❑Yes 5k to Detached garage:❑existing ❑new size Pool:❑existing ❑new size _ Barn:Cl existing ❑new size Attached garage:9existing ❑new size -r Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes -❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Vt�L � C Telephone Number SO k—`tZA 4o�-� Address bX 7 c.3 License# OVA OZL3-L Home Improvement Contractor# M 34 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO G�►�T`Scl`�9 SIGNATURE Cam'— DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED' MAP/PARCEL NO. 1 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME O 6 �1 INSULATION 0 d� �— /O FIREPLACE ELECTRICAL: ROUGH:' FINAL PLUMBING: ROUGH` . FINAL N GAS: ROUGH FINAL z FINAL BUILDING DATE CLOSED OUT a ASSOCIATION PLAN NO. °FTHE � Town of Barnstable Regulatory Services BARNSCABM Thomas F.Geiler,Director y MASS. � � . Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition;or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence.or building be done by registered contractors,with certain exceptions,along with other requirements. i'. Type of Work: 84'SQ��� rkh�S i'L(r Estimated Cost zff,°-Z o Address of Work: 2-" W - ��►.�-� 1� Owner's Name: . Eb 4% Date of Application: I hereby certify that: ` Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply.for a permit as the agent of the owner: 3��- Date Contractor Registration No. 'Date Owner's Name Q:forms1omeaffidav ^*^ •. CwacQ r en. Zs ZF70b @8:4IPn f2 Town of Barnstable Regulatory Services ' Thou B.ca0er,Diraetos - Bullftg DiVW0A - TomYarry, aa�di�Coao�sioner . 200 MWn Bftet;Hy=*MA 02601 w�ntowabaro�table.ma.w " US= 08-862-403a Fax: 508-790-6230 ° Property Owner Must Complete and Sigu This Section If Using A Builder I, as a-r Owner of the snob jest property :hereby%utho=: COS ,�taTC r -4 e.to uet an mybe�; . is au umten mk&e m workauthozized by*is buMmg pezaut appktion for. (Adores s of j 42 /,;Z310-2 0 0� Sigc►atureof Owner Due Pant ' :�� T00l77/I)NJIt(!/CQ�2 O�✓I�CYl�U.IdC�`..�. • Bolyd of Building.Reg.,ulations and Standards HOME IMP AMEMENT CONTRACTOR Reglsirat "^ bility Corporation i.� GAPE�ttIFi1JE CUTE i:� Cux�1dR�7"�N'MiL�SM'A1�026i'8. �� :` KKORNAD Ad#ntnlStra d t 4 ;rAO NMR _Y 5. MIRA I � -k -- -- License or registration valid-for indWEw use only ,7.1 before the expiration date. If found return to: j Boar&of-Building Regitlatious and Standards One Ashburton.Place Rm 1'301 f Boston,Ma.021.08 L,. NOWN _ Sa�iy�HoRA �, il'4r�+i0yirgss�s§fa�c�rrer�M,Ee�IUQn df ttie.; ,• . c'�71asS�'Gfit�s@tts�tate�Bs�j,�tl�,n'g`>�C�ode- is clause for revgcaUonaQfSWlsil(cerise: DI F A��1 CAML CENSER (88ok 7 33:.•: { F a _.r_... ...... .. ..._.. ...............-_..._....-,. .. i' .I FK- 2 x y QV r•q v-%i n �Z% .,�����•{�� Ne!!t!P.tUM!a%At.B.A.ttiti4ttttt4tiHfEtW.Ri��'0'�Niy dyJ. n.l�ec� As BEDROOM Al L , ° UTILITY ROOM t. •« IMF TNT UPGRADE REQUIRED STATE 3UII I . CODE REQUIRES THE UPGRADING OF : SMOKE 0 EC FORS FOR THE ENTIRE DWELLING WHEN ONE Of E LEEPING AREAS ARE ADDED OR CREATED. N[iTE' A TE PERAiff IS REQUIRED FOR THE +; INSTAL TI N F SMOKE DETECTORS—THE ELECTRICAL se. PERMI ;D S IOT SATISFY THIS REQUIREMENT. : PUMF MOKE DETECTORS REVIEWED ' ..... .. y �i'�... .... ..: eliuedi" ,'UiLiRt<teeuki<Gdcr). 'eteetdiu,;,>.&•Y,.ub,+QL;�e!;';.u�Q ) .. i V * •"t wBARNSTABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING Building Sketch (Page - 1 8 rmwer Client Not Anlicabie Property Pmperty AdAress 268 Church Street Ch_.Bamstable County Barnstable State MA _ ._.. .4p.Cnde 02630-1021 Lender Victoria S kes Rabbitt Not Drawn to Scale r �1,vr ex" Gc 6f — First Floor Porch fl.0' Bath Dining &Oen One Car c Garage M — L rrv'n9 R°°m � Kitchen l.$c . c 34.0' m 00 16.0' Comments: AREA CALCULATIONS SUMMARY LIVING AREA BREAKDOWN code CmOpUon Net at" Net Totme Breakdown Subtetft QL►1 first floor 1320.0 1328.0 rivet Floor 16.0 x 12.0 S12.0 2e.0 x 33.0 816.0 I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ��� Application# --:�oo -7Q a Health Division Conservation Division VZ Permit# t G Tax Collector Date Issued J Treasurer Application Fee Planning Dept. Permit Fee r Date Definitive Plan Approved by Planning Board �r Historic-OKH Preservation/Hyannis J Project Street Address aQQ h uf-Lh S� Village l���flc�S�abLs� Owner FCC ���i Address r tm3 h L a h t- . Telephone.:IA _N(A- 1\\\6 \ ` Permit Request \�X o'ZO "j�zxap2 n)-y- I al nano -t-Ube:S- 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 Basement Type: ❑ Full ❑Crawl ❑Walkout ;❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal st IVe: ❑ S I�No a Detached garage:❑existing ❑new size Pool:0 existing ❑new size Barn:❑ex§g 0 nevf size + ,--. j co Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ r ° Commercial ❑Yes ❑ No If yes, site,p_Ian review# w nri Current Use Proposed Use BUILDER INFORMATION Name fff -x r (� I Telephone Number �g (4� �o?� Address j� n yeec� �(\Cy_ `zd License# ®'_[3X Co''::� Home Improvement Contractor# 13aq tE Worker's Compensation# ]J,)C8Q(4`1 aq] ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a5y�en �s\(�2 RCS SIGNATURE DATE FOR OFFICIAL USE ONLY r' PERMIT NO. ' j DATE ISSUED - y MAP/PARCEL NO. - ADDRESS VILLAGE 1 s + OWNER a . t DATE OF INSPECTION: �l FOUNDATION .♦ k FRAME V INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL f � GAS: ROUGH FINAL E FINAL BUILDING � 3 l- 0lQllk C I , DATE CLOSED OUT f ASSOCIATION PLAN NO. i r The Commonwealth ofAfassachusetts . • Department oflndustrial accidents ' Office of InVesfigafions 600 Washington Street . ' Boston,MA 021.11' wrvw.massgov/dia ' Workers}Compensation Insurance Affiddyit; Builders/Contractors/Eledt'ricians/Plumbers' A licaut Information Please Print L� 1 Name(Business/Orgairization/Individuat): ( U Address: C� --�- City/State/Zip:��t�,�;c 1� �`(�Q► � (p � Phone.#: � Are you an employ-er?,Check the appropriate box: 1;NLI am a employer with 4, ❑ I am a general contractor and T ;Type of project(required); employees (full a4d/ozpart time),*• .have hired.the stab-contractors 6, ❑New construction . 2.❑ I am a'sol4roprietor orpartner= �d Qnthe'attached sheet 7. ❑Remodeling ship,andhave no employees These sub-contractors have g, ❑Demolition;. Working for.me in any capacity. employees and have workers' 9, Buildm' CNo Workers' comp.insurance comp.insurance.$' ❑ g addition . required.] 5: ❑ we are a:porporation and its 10,❑Electricalrepaizs or additions `3�]I am a homeowner doing a7l:yyozk - officers-have exercised their 11:❑Plumbing repairs or additions myself,[No workers'comb, right 8f exemption per NlGL I2, Roof r insurance.requited]t c. 152, §1(4), and we have no • ❑ epaus employees, [No workers' �.:1 .❑ Other ' comp.insurance requited,] Any applicant that checks box#1 must also fit aut the section below showing their workers'compensation policy information. t Homeowaers,who submit this affidavit indicating they are doing all work and then hire outside contractors mutt submit a new affidavit indicating su ch, IContractors that check this box must attached as additional isheet showing the name of the pub-contractors and-state whether arnotthose entities havo employees, Ifthesub-contractorsbavecmployees,theymustprovidatheirWorkers,comp:polidynumber. I am an employer•that is providing workers'compensatfan insurance for my employees. Below is.the policy and job site•• information. Insurance CompanyNabde. Policy#or Self-ins.Lic,#;_�-i5q 471�U� E xpiration Date:_�� ..0� Job Site Address: �Uf—L city/State/Zip;LI � Attach a copy of the workers' cgmptinsation pglicy declarafion page'(showing the policy number and expiration date),, Failure,to-secure coverage as required under Section 25A•of MOL c. 152 can lead to the imposition of criminal penalties of a fine tip t6$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, Be advised that a-copy of this statement maybe forwarded to the-Office of Investi ations of the ) k for insura oe covers a verification, ' I'do hereby certify under the pains and penaltles of perjury that the in provided above is true and correct. Si tore• Date; • Phone#;,-5M Yao aRLC_� Of• .cial use only. Do not write to this area,tb.be camplefed by,city or fotvn officiaL City or Tdwn:' �ermit/License# . Issuing Authflrity(circle one):' .1,Board of Health 2,Building Department 3., City/Town Clerk 4,Electrical Inspector 5, Plumbing Inspector 6,Other Contact Person: Phone P Massachusetts Genetal'Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire; express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a•deceased employer, or the receiver or trustee-of an individual,partnership,association or other legal entity,employing employees• However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the.grounds or building appurtenant 1}ereto shall not because of such employment be-deemed to be an employer." 1vIGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construgt buildings!a the commonwe24th for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required.". Additionally,MGL chapter-152,§25C(7)states"I ejther 6e commonwealth nor any of its political subdivisions shall enter into any contract for,the perfmmahze of publ cmark until acmptablp 04ens6-of compllmie VAthtlie uiance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,it necessary,supply sub-contiactor(s)name(s),address(es)and phone number(s)along with their certificate(s) of insurance, Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no'employees other than.the members'or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Bp advised that this affidavit may be submitted to the'Dep'artcaent of Industrial ' Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the appkication for the permit.or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law-or if you are req='* ea to obtain a workers' comp ensation'policy,please call the Department at the number listed.below. Self-insured companies should enter their . self-insurance license number onthe appropriate-lino. City or Tower Officials Please be sure that the affidavit is'completa'and printed legibly. The Department has provided a space at the bottom of the•affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill into permit/license number which will be used as a reference number: In addition, an applicant that must submit multiple pemutllicense applications in any given year,need only submit ono affidavit indicating current policy information(ifnecessaty)and under"Job Site Address"the applicant should write"all-locations in town.)."town)."A copy of the aff davit that.has been officially stamped or marked by the city or town maybe provided to the applicant as proof-that a valid affidavit is on file for future permits or licenses, A new affidavit must be filled out each year.Where a homeowner or citizen is obtaining a license or permit not related fo any business or commercial venture (La. a dog license or permit to b-thn leaves-etc.)said person is-NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for.your cooperation and should you have-any questions, please do not hesitate tv give us a call. The Depaxt nent's address,telephone-and fax number. The Can o0 lt&OfMas -d tls prtm nt of Indualdal AccfiftlatS ' • Q .e�of�A;�e� �7a•�s .. . Bo#ona MA 02111' TO.9 617-727-4 k ext 406 or 1- 7 Af-ASSAM Fax#�617r-727- 749 Revised 11-22:06. w .A 06V/din r Date: 5/1/2007 Time: 3:33 PM To: 0 9,1,Melissa 508 771-7070 R&G Ins. Agey. Page: 001 Client#:20245 MCGRPOS ACORD,. CIERTIFICATE OF LIABILITY INSURANCE 05/01107 IYYYYI PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers&Gray Ins.So.Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 434 Route 134 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BYTHE POLICIES BELOW. P.O.Box 1601 South Dennis,MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: St.Paul Travelers Insurance Company McGrath Post&Beam Corp INSURER 6: American Home Assurance dba Pine Harbor Wood Products INSURER C: 259 Queen Anne Rd INSURER D: Harwich,MA 02645 INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAD CLAIMS. INSR kDDLPOLICY EFFECTIVE POLICY EXPIRATION LTR NSRG TYPE OF INSURANCE POLICY NUMBER DATE(MMIODNYI DATE IMMIDDIYYJ LIMITS A GENERAL LIABILITY 16600364B400TIL06 01/31107 01/31/08 EACH OCCURRENCE _ $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $100 0OO CLAIMS MADE Ex�OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE $Z 00O 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG s2,000,000 JECT 7( POLICY PRO-- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS 60DILY INJURY SCHEDULED AUTOS (Par person) $ HIRED AUTOS BODILY INJURY NON-OWNEOAUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANYAUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESSAIMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION AND WC8947347 07l0$106 07108/07 X WCR ER STATU- OTH- EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERJEXECUTIVE E.L.EACH ACCIDENT $100,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $100 000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT I$5OO OOO OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS f VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISION Re: Ed Rabbitt,260 Church Street,West Barnstable,MA CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER MMLL ENDEAVOR TOMAIL `10 DAYSWRITTEN Building Dept NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 200 Main St IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis,MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001108)1 of 2 #S28589IM27212 WOB Q ACORD CORPORATION 1988 Date: 5/1/2007 Time: 3:33 PM To: 0 9,1,Melissa 508 771-7070 RAC Ins. Agoy. Page: 002 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER i The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer,and the certificate holder, nor does it affirmatively or negatively amend, extend or after the coverage afforded by the policies listed thereon. ACORD 25-S(2001108) 2 of 2 #1S285891M27212 0y kl[Mt 11Iv1f' OUK VVVVU i''KUL)UI.I J ADDRESS �1 259 Queen Anne Rd. HARWICH, MA 02645 (508)430-2800 PHONE WI)PO DATE FAX(508)430-1115 E-Mail: harwich@pineharbor.com j7 '?_oo�t . FirtCo S r r I r-ri r r � j®,, solJo -wry � P a:. . ., atEL;SCUS�"h9 P:rainti tet�:.. . .. ......... ...�. .... .. ,.,.. ...�. ... ,... . .,. �� ..... ........ r F'INt MAKIIJUK VVUUU F K(JUUL:15 .s 259 Queen Anne Rd. ADDRESS HARWICH, MA 02645 (508)430-2800 y c^' FAX(508)430-1115 PHONE s DATE °on PROV) E-Mail:harwich @ pineharbor.com I-ouVa i 1 goswo tFL F— r �w r i to 000a-s II 42=11. �a.A10E. c.•,.-'•,:n:f�iiS CYST'Al urn iiru s:•r•i;r .,:., .. i t'INt MAHtiUM VVUUU FHUUUt;15 ADDRESS { 259 Queen Anne Rd. a HARWICH, MA 02645 (508)430-2800 �M FAX 508 430-1115 PHONE a DATE veov°� E-Mail: harwich@pineharbor.com �/� C1J Jam. ►''��Y w out 2.�� C-e1t_1Q&- moo ST 1, 3x4 AtJG .E 6RACAZ5 2xy Pv�u r�5 6NZTClrteD) �'-c " 0oo0- + W, �5 IIE's Cox PL-yvjato i a bav�l-� ©Y_ v _ r /TME 1V YT11 VA LKiu0&CL ✓iv Regulatory Services _ srruasrs$ .$ Thomas F,Geiler,Director 1"ss. 9�'AIFD► ',� Building Division. Tom.Perry,Building Commissioner .200 Main Street, Hyannis,MA 02601 www.towA,barnstable.ma.us &ce: 508-862-4038 Fax: 508-190-6230 Permit no. Date AFFIDANU HOME IMPROVEMENT CONTRACTOR LAW -SUPPLEMENT TO PERMIT APPLICATION MGL c, 142Arequires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement;removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units.or to structures which'are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work, 7 � �` +�� Estimated Cost 6 Address of Work: Owner's Name:,f:—Q ► ' Date of Application: — 14-01 I hereby certify that: Registration is aot required for the following reason(s); [3Work excluded by law •Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: oyMERs PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTYFUND UNDER MGL c.142A- SIGNED UNDER PENALTIES OF PBRJURY I hereby apply for p t as the agent of the owner JW a Date Contractor Signature. RegistrationNo. OR Date Owner's Signature Q..wp fnes.forms:homeaffidav Rev: 060606 NYES LANE _.HINKLEYS LANE. L ,.• �� IV1� I` le, •,i 1 wow fi•'R a1 aia (� 4 �, 1(1 J w �. —wrw.+.. ,.�,.rory..w+w e� `~� 4 I �f �.�._ •'i,• �� ;y�,l��•.. •�..,�J, '.,`f.�,4./C},,N.r::' +• _... 17 cn bHAPE Av...J "Zip \\ K.7t�4✓.H:H.T+gSs: wf�.wR..e:oy«•rn,.... /' S h, ��,,;' r ' •a © : •,.�� fir••'•El ,,4' �. Board of Buildin egulations One Ashburton Pace, Rm 1301 Boston, Ma 02108-1618 License:.CONSTRUCTION SUPERVISOR LICENSE Birthdate: 03/14/1970 Number: CS 073865 Expires: 03/14/2008 Restricted To: 1G JAMES R MCGRATH 204 CRANVIEW RD BREWSTER, MA 02631 Tr.no: 15967 Keep top for receipt and change of address notification. Board of.Building Regula ions and Standards One Ashburton Place Room 1301 Boston. Massachusetts 02108 .Home Improvement Contractor Registration Reg isttati on: 132935 . Type: Private Corporation Expiration: 10/31/2008 McGRATH POST & BEAM CO. JAMES McGRATH 259 QUEEN ANNE RD. HARWICH, MA 02645 Update Address and return card.Mark reason for c 0PS-CA1 is 50M=05/06•PPC7]0-�490//�� 0 Address E] Renewal Q Employment L, • 5 �//2P ZOarovncaycae� a�./��rzt�uaer�a Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 132935 Board of Building Regulations and Standards One Ashburton Place Rm.1301 >' Expiration: 10/31/2008 Boston,Ma.02108 Type: Private Corporation McGRATH POST&BEAM CO. JAMES McGRATH. f�,v1 �L✓ �' 259 QUEEN ANNE RD. �.O ffGe'O f.rnves7igatians:-•:::., ••-' z'. • '600 WoUngton Street y • w>vrD.massgoy/dill: W&ken' Compeaasafaon iusurauei jffjdavit: Build*ers/C(intr2.ctors/Electriciaus/lufabr-rs- Applic XnformatiQn )?].ease PrintLe�ibly an'' ' I�a>;n.G(>3usivas/Organira�toAlfndividva�: ,(,n�° ,r''t I 1 Address:_. �A.— � - l'�° f City/Swezip: -Raeitl o -P J, ' Ateyoitaaemployer? Checkthe•app'rapriatcbox. 'I teofprojed(required): I. I am a c>up7oyer with . 4..� I am'a general cotitractor and I- 6. []New construction cmploy�s(full androrpart-tirmc).* b:avcburzd'thcsub-mucmciors listed on the attub d shcct 7 Itcmodcli:a ' 2.D I am-a s lc-proprictor or paitncr- ' sb p:aAi harvc.po crriployccs nqc sub-ooutA=rs bavc B. Q p�vdop worxia ftir roc in an ca aci, WQTXM' DOW instsranca. •9. [:]Buitdm addition € Y p tY g [No:tivotictrs' corz�:insurance S...Q We arc a:corporation acid its 10 Q Elwtricafr firs or addidoar rcquired,j ot�i�ersbave exercised SLeir �. . 3,Q••I atti a''b,:moowncr dging•311 Work right of a mption per MGM. 11_[]Plttmbvlg repairs oradd 60.ts myself J ojv6rkcrs' rA> t~ 152, §I(4), and WC bavcnn .12,Q Rbofrcpairs insiiranca rcgairtzL7,t er:. cuxplaytw,(No workers' X 1•Q Other c;q rTq.insurauco raltlix d.t' •AinY npplin4a that,:baba boy Al musCa b)qut the section bclow...shotvmg tbcir woY�us'eacrtpais8non po}icy mCa{ma t Hamcoaiticrs who a ibrpjt tbis iL davi(`vtdicAting'hety`ntr Doing c11 work and then hire outsido 00acraciam must eubrrut a u i a -e!O*iddi dht iue}� ICbr>ztraetDr:tha(chm%this b=invai atiechcA as additioriAl stioet shovrinelbe nami erlhc su'b, a truzors and tbcir ci�eta'oorttp policyiatotIItrlios ram dh employerfhat IsproviAng.workers'eamp.ensarlon insurance for my e nbloyees. .Seloly is tke poJ4 Qndlab site lnjarmation ' . • • . "In umicc CQmpa&y Name: ]Xpiiaddn Date- 'Job,Site Addles;: p�� l.�1� �, ask Ci /3taCs/zip: Attach'a copy ol'th'e workers' comptbsatida policy deylaratiou'page(sbonYiug thc.policy number and expiration dater 1:ailutt•tnieaue coverage as required undct Section 25A ofMGI,a 152 can lead to the.Dm110si6ou ofcrirtiinal peaalgcs of.a 15meup io$),500,00 and/gr ou�yaar ilriprisonincbt, as well as civil pcualtics in the.fdr.mof a.STQP WOR OKD&vkand a fink of up to S250.00 a day against•the Yiolator. B;c adviscd'thata copy of this statcrnici.t may be forwardcd.to tic Office of ' Investigations oi'thcDIA for.iwurancc covcragcva�ficatiou, do l�creby rti uxder the ' Pellej iirjrteon prvldd Qbovc is Prue rd'cotfect D to OrICI41 use o,rly. I)v not write In rhq area;fa be completed by city or(awx.ofjicial. City 0r To viz,----_ permiUi.ireuse#, IssuiugAutbulty (clrclt:ane)_ I-Bbz d_of X-I zltli• 3.City/Town Cleric 4.Electrical Inspector 5•Plumbiag 10SP ctor 6, Otb er Contact Person:• " Phone#:, Feb 16 07 02: 14p Victoria Rabbitt 1 . 508. 744. 7110 p. 1 i rTowa'Of Bamtable ° RegWatory Services g Thomas R"er,%radar, B111ldiug DIvWOU jsc TomPerry, Rading CcmMIssionea , �,pq Meia Sheet, Hyaanis,MA 02601 Fax: 509-790-6230 Cf'ice: 506-862•4038 Property der Must Complete and Sign Tbis Section if Using ABiilder ClW=of the subject ptopc OZi2�a ��[�[C i••r L-.�r ` lnn.•f i/ Y to aft an MY b&21f, kerebp auk . in all�►attexsldatme to vrnzk mx&oj ized by this btua&g PmMit apphcatiM fox (Addtess of Job) /07 Sigmt=e of Awuct Date , Priat Name i I Application to Ringo kigbWap 3egiouaf MotDriC Miotrirt Committee In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS Application.is hereby made,with four complete sets,for the issuance of a Certifcate of Appropriateness under Section 6 of Chapter 470,•Acts.and Resolves*of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this application for. CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: O 'New ❑ Addition ❑ Alteration indicate type of building: ❑ House ❑ Garage ❑ Commercial Other .S 2. Exterior Painting: ❑ = Toy- 3. Signs or Billboards: El New Sign El Existing Sign . El Repainting Exis� Sign' o 3> 4. Structure: ❑ Fence El Wall [I Flagpole El Other - 'M TYPE OR PRINT.LEGI)BLY: DATEvi:�OtK FIT -� �'l �T - ^Y` ADDRESS OF PROPOSED WORK• 0� �'ht.��. ASSESSOR'S MA c10. OWNER �� ASSESSOR'S LOT NO. HOME ADDRESS A 00 au-c-h'-,-s� .. TELEPHONE NO. e)qq--71 C? FULL NAMES AND ADDRESSES OF ABUTTING OWNERS,.including those of adjacent property owhers'across any public.street or way. (Attach additional sheet if necessary.) AGENT OR CONTRACTOR -�_U 1 Al CYO' PCM TELEPHONE NO. ADDRESS Qve�sl 1-t C1C� U H AYE �� Z�'1, A �Z(ay DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs I -�.�- 1 f`) <F� LU b� �- PL� Signed Owner-Contractor-Agent .p Far Committee Use Only This Certificate is hereby bate DDRc App enied EB 2 0 ,pjps Committee Members' Signatures: TO N OF BARNSTABLE HI RIC PRR VAT I Town of Barnstable Old King's Highway Historic District Committee SPEC SHEET FOUNDATION SIDING. TYPE" 4 Co M)(( Ac 1 eX :A;n� CHIMNEY TYPE COLOR ROOF MATERIALA-_,Cb- ��h �e�vra.l COLOR cA, P_CL�u�CJC� PITCH 1 WINDOW' U1 I�in elm COLOR a SIZE M X qq , V TRIM COLOR L` !',A�Cr DOORS, COLORdM&_hZi5'h61 r 1v�7S"�, • - SHUTTERS COLORS GUTTERS COLORS DECKS MATERIALS GARAGE DOORS COLORS SKYLIG13T5 SIZE COLORS SIGNS COLORS np FEB- 2 0 20& ,. COLOR FENCE NSTA" HSTORfC PRESE . RV.q i•0 NOTES! Fill out completely, including measurements and materials/colors to be used. Four copies of-'this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when applicable. SPECSHT Revised.11/98 I EXISTING CESSPOOLS/ d R� tc p v TO BE ABANDONED/ / C1 seR lFe a� a Z O O PROPOSED O `'cF lb LOCUS -J ::•. �� ' p / WELL / � � . �c�ic ESM�'° RING / ¢'AND wn i / SO"From Edge of GYef/ond 1`40 \� 1�6 W Q ® O / J a Q 1C4 i /SEWER F�?RCE� N �p� 100"Ficm edOe of wet/ond N Q • CONNECTS TO EXIS G-'' HLO 1�SE PLUMBII�G� IS 60 45'00" E ® « 11.00' Exisfing we// Y Eng we// r - 1 Location by mefo/ defector / ffoge TO BE A9AA,00NE0 W / o �- US.GS — SANDWICH QUAD HOVSe T. W n �� v' Existing 2000 0 1000 2000 4000 UNDEGI OUND CABLE UkLITI 't(- t' _'2000 FEET FROM HIS POINT TO160cr�Sfree/ J Z �, COT GE \ SITE AND SURVEY DATA L OW17 D \ \ / ASSESSORS MAP 153 PARCEL 007 ST o� N DEED BOOK 830 PAGE 84 0 \ N \ °ne "yews �� > PLAN REFERANCE: UNRECORDED PLAN cc DECEMBER 23, 1981 - EDWARD E. KELLY CUMMAQUID, MASS. 1"= 40' 36. T.B.M. REBAR W/PLASTIC CAP a TP2 ELEVATION = 109.42 ASSUMED PLAN REFERENCE: v~i aT \ w PLAN BOOK 588 PAGE 47 0 0 LOCUS IS LOT 2 w m tt2 �• ' \ /ndipisuc/ frees ond LOT AREA: 196,787tsf 4.52tac a Y i i, 1ty shrubs shown e disturbed o \ N OF S UPLAND 144,792tsf 3.32tac OF v \� \ \\ \ ��`�tDAVIb y� �AVID Sycy WETLAND 51.995tsf 1.19tac T.HUUN y o '�THUUN y LEGEND a UJ. C. � w c� Nd�4403 j;; �• �: i \` \ // "�F CI. EP�o ,cX EXISTING CONTOUR j �- (L1 N I \ '-T-\ PROPOSED CONTOUR YN co, I \\ \ �Tp\ // .PROP. TREE/SHRUB LINE .Z ! I \ \\. ii \ / 1S0"from existing we// YS0.0 EXISTING SPOT ELEVATION v}i U _ / r \\ \ \ [50.0] PROPOSED SPOT ELEVATION F 10 a • \/\ 71'17'17" E TEST PIT LOCATION N CB/DH (FND) \ 1 0.8� i5 . . FT TEST PIT ERC TEST o U CHURCH STREET -� EXISTING�AS MAIN , IL 00 0—W— WATER SERVICE ckf 1 - I J Z ' (�,�❑/ c� - al O N� ® mph o� ';�- o rea. lb u-t U?-: lop victoria KabbiLL 1 . oUts. -f't4 'I I I p. J rc' f 'le,, .01 xcm ! N �•I .. CN �... I 7 , L L7 Y u S Al ZI �q/ 4 �► -� 11° 't r lo �: 16�• , D t00 O 2006 FEB itch = i�C` ii. 10 �' yo Qd �d y � � �d � �� � � 20 v- � �% � ,� ) , . � �.� aaR8oR PINE HARBOR WOOD PRODUCTS JOB J, 259 Queen Anne Rd. SHEET NO. OF HARWICH, MA 02645 (508)430-2800 CALCULATED BY ���PROOV FAX(508)430-1115 DATE CHECKED BY' DATE ......................... ................e..........................i... ..........5.... ........ ..... ......... ..... ...... ..... ...... ...... ..... ..... ..... ...... i i i ..... ...... .. _...... L{�'.� .... ...........................e.......... ...... r�^ ( J'9 ... ..... ... ...... .. ..... .............6 ..... ..... ...... ...... ..... ..... ...... ..... ............. .............:. .... ...... ......... ..............._:..... 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SHEET Ni _ OF_. HARWICH, MA 02645 , �L y (508)430-2800 CALCULATED BY_,' =l DATE �O�PR FAX FAX(508)430-1115 CHECKED BY DATE SCALE.. `�� e � .........................................>.............. ........... ..... ..... ........:.............:..............i..... ............................... f 1 ...—.— -� ..............<............'.............i.............i............. ...... ...... ...... ... r: , �65................ ......:.... . ........:.... _...:...... ........................................................ .........:............. ....:... ' r Lt ..... ....................... .............,.................. — ......................................._ �.......e.......:... . ..........:...........:... ..... — ..... ...........................[.............;.............�...... 1. i ! ` .............:............: _�_.:!........................ �...... v.. ...y. .... (1 U.�. ........ bo ......:...... 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' .. y�e o� ���d�� �' ® �o�d 20 O� `�.� posy ,y �O off PINE HARBOR WOOD PRODUCTS JOB J, 259 Queen Anne Rd. SHEET No. HARWICH, MA 02645 of (508)430-2800 CALCULATED BY DATE °o PROD FAX(508)430-1115 CHECKED BY DATE SCALE ............................`..... .-•.q.,.... -•....................._.. ` 'w ................ poop. - ................:..........<.....:......... ............................ .............:. ............. ........_ ......................................_s..........._ _ .............<........ ...... ... ...... ..... ...... .... ..... :.............E. ..... ...................................... ...... 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AooRess ' HARWICH, MA 02645 (508)430-2800 �000 veao` FAX(508)430-1 115 PHONE# DATE E-Mail:harwich@pineharbor.com � r r* 40 17 k - �► w g CAD . r mrr� � io" Tt Af vj rtilV• i �� � - ,O � ^.. ��6 cD ��d O 2�d ® �o- � { �" �% i��l �,.�, •2 0 ��,' �J'y ��.�, F'INt.HAKt$UK WUUU F KUUUU I S ADDRESS �1 259 Queen Anne Rd. HARWICH, MA 02645 (508) 430-2800 ``o a FAX 508 430-1115 PHONE DATE °°Naoo° E-Mail:harwich@pineharbor.com L Z '32osco � ,oIF r • s-r�-n:�q;e� �w (a' Oe�t�25 I ��lZflrDE- I . 20 o c9 0- O � 2do o,� •-ViNt: mAtitsum WVUU i-tw ut;i b ADDRESS -` 259 Queen Anne Rd. O HARWICH, MA 02645 Z11, ,y (508)430-2800 PHONE# DATE FAX 508 430-1115 UO PRpx) E-Mail: harwichQpineharbor.com 5/J C.D ic. ►AL-Y w Qzo P.z-ar 2x� CekL_I .sG- SOk ST 46" o. e. . „ Lf x-4" `�P A-A�S --------2-Y q Paw os &mTceel)) �x.4 DOOR- + w1 mor �- e CIO x PLYvjaw , } `Q`` S�Nd Z'L9�S qo f STS i l r d ® ddo- O o� d W AbutterReport Page 1 of 1 Adjacent (Please choose abutter list type) Abutter List for Map & Parcel: 153007 Default buffer of parcels adjacent to the selected parcel Total Count: 3 Close Map & Parcel Ownerl Owner2 Addressl Address 2 Mailing CityState2ip 153008 FITTON, JEREMIAH SHIFLETf-FITTON, 282 CHURCH ST W BARNSTABLE, & DEBORAH MA 02668 153007001 JONES, PRISCILLA 240 CHURCH ST W BARNSTABLE, A MA 02668 153007 RABBITT, EDWARD SYKES RABBITT, 260 CHURCH ST W BARNSTABLE, V& VICTORIA MA 02668 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 2/16/2007. 1- http://www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=default 2/16/2007 r I i �O ��❑ Q V c.Ocli Q 7 ® ® mom' O- w zo a Town of Barnstable *Permit#', DO"7 G a S U1 Expires 6 months from issue date Regulatory Services Fee IS g Y Thomas F.Geiler,Director Building Division )� �j Tom Perry,CBO, Building Commissioner 5/0 200 Main Street,Hyannis,MA 02601 www.town.barnstabl e.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address c;;*0Eil — residential Value of Work J�� Minimum fee of$25.00 for work under$6000.00 4 , Owner's Name&Address V/ Contractor's Name S l�D r d/'t cld4telephone Number, 50� CU Home Improvement Contractor License#(if applicable) Oy! /� ✓�� Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance ®PRESS PERMIT Chec e: I am a sole proprietor MAY 14 2007 ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance TOWN OF B/�R�IS�-�►aLE Insurance Company Name o �� - � - Workman's Comp.Policy# 0 a C Copy of Insurance Compliance Certificate must be on file. .._ —e c Permit Request(check box) < _ ❑ Re-roof(stripping old shingles) All construction debris will be taken to 33:- /J ❑Re-roof(not stripping. Going over existing layers of roof) E?Ica w r , (e-side —' rt inximum e lacement Windows/doors/sliders. U-Value LoW .44) *Where required: issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. c y of the H e r vement Contractors License is required. SIGNATURE: Q:Forms:expmtrg Revise061306 I; The Commonwealth of Massachusetts r� Department of Industrial accidents Office of Investigations d 600 Washington Street Boston,MA 02111' wyvw.mass.gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information // Please Print Legibly Frame(Business/Organization/ln(iividual): . C� /t S )�i✓I Ul/jC` L�+ � Y S Address: / City/State/Zip: S Wl�c Phone. 0 Are you an employer? Check the appropriate bog: :Type of project(required):. 1.❑ I am a employer with 4. [] I am a general contractor and I 1.e I yees (full and/or part-time),* • have hired the sub-contractors 6. []New construction . 2. am a'sole proprietor or partner- listed on the-attached sheet; 7. emodeli.ng ship and have no employees These sub-contractors have g, Demolition 'working for me in any capacity. employees and have workers' • 9. ❑Building addition [No workers' comp,insurance comp. insurance,#' required.] 5. [] We are a corporation and its 10.❑•Electrical repairs or additions q officers have exercised their '3.❑ I am a homeowner doing all-work . 11.❑Plumbing repairs or additions - myself, [No workers' comp. right of exemption per MGL 12.❑Roofrepairs insurance.required.]t c. 152, §1(4), and we have no employees, ro workers' 13.❑ Other �. comp•insurance required.] *Any applicant that checks boz#1 must also fill out the section below showing their workers'compensation policy information. t Homeowoers,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the wb-contractors an'd state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. lam 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'(sho-,6 ing the policy number and expiration date). Faiiure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal-penalties of 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. Be advised that a copy-of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. ' I do hereby certi 2nthepa=1nsesof that the information provided above ' true d correct. Si ature: Date: Phone Y: 7i�21 L7- Of leial use only. Do not write in this area, to.be completed by.city or town official. City or Town: .Permit[License r 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 n: in, formation ana instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hiie, express or implied, oral or written." An employer is defined as "an individual,partnership, association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of i'deceased employer, or the receiver or trustee-of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein;or the occupant of.the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every.state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced:acceptable evidence of compliance with the insurance coverage required." AdditionaIly,MGL ehapter.152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public-work untii acceptable evidence-of�compl ariee wit -:tlie insurance requirements of this chapter have been presented•to the contracting authority," Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability'Compauies'(LLC)or Limited Liability Partnerships(LLP)with no-employees other than the members*or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or license is being requested,not the Department'of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers.' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate-line. - City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the-affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all-locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant,as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:: Th o CommomwWlh of Ma=rhwetts Dopaxtm(mt of Inc stdal Acdd mts Office of lmvest gat oms 600 Washington Street BWon,.MA 0.2111 Tf,-I.#617-727-000 ext 406 or 1-377-MASSAFB Fax##617-727.770 Revised 11-22-06 www.masS.gov/dia •3 °p1HE�Gyy Town of Barnstable ti Regulatory Services ' B" Mnss•SS. ' Thomas F.Geiler,Director y $ �plfD r�t•I p1� Building ]Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder A I, .as Owner f the e subject property, ' ^ he authorize l/�/✓1 S 'J to act on my behalf, in all matters relative to work authorized by this building permit application for: . (Address of Job) Signa e of Owner Date Print Name . Q TORM S:0)WERPERM IS S ION f 1..> Board of building Regu i lations and Standards HOME IMPROVEMENT CONTRACTOR' i Registr.06fi__145896 == T 127861 rExpration-3"(1,0/2009 CHRIS YERKES: 54-SECOND AVE. ":• 4 W.HYANNISPORT,MA'02672 Administrator ti a�o•7o09®. Town of Barnstable *Permit# Expfresioatl�s from issue date Regulatory Services Fee Thomas F.Geiler,Director 6 Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA.02601 www.town.barnstable.ma.us Office:. 508-862-4038 Fax: 50 -790-6230 EXPRESS.PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 1 S3 00 Property Address 2-6 0 c O vr"C 41 - 1. Z Residential Value of Work 5 .9 Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address Cow . try Contractor's Name QV 1o'C't) r C"%y 1� �1( S i Telephone Number'SV49 C[� �d Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) _X-PRESS PERMIT PqWorkman's Compensation Insurance Check one: FEB 15 2007 ❑ I am a sole proprietor ❑ I am the Homeowner TOWN OF BARNSTABLE ® I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# -l `i SA 3 1 C-' Copy of Insurance Compliance Certificate must be on file. -=-t -- w Permit Request(check box) ( Re-roof(stripping old shingles) All construction debris will be taken to CAS C L L ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ^� M ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) "Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. SIGNATURE: Q:Forms:expmtrg Revise061306 i [ }- [R153 007 . ] LOC] 0260 CHURCH STREET CTY] 05 TDS] 500 WB KEY] 88005 ----MAILING ADDRESS------- PCA] 1091 PCS] 00 YR] 00 PARENT] 0 SAMUEL, EMILY F MAP] AREA] 80AC JV] MTG] 0000 260 CHURCH ST SP1] SP21 SP31 UT1] UT21 6 . 69 SQ FT] 654 W BARNSTABLE MA 02668 AYB] 1915 EYB] 1970 OBS] CONST] 0000 LAND 125400 IMP 123600 OTHER ----LEGAL DESCRIPTION---- TRUE MKT 249000 REA CLASSIFIED #LAND 1 125, 400 ASD LND 125400 ASD IMP 123600 ASD OTH #BLDG (S) -CARD-1 1 27, 300 DESCRIPTION TAX YR CURRENT EXEMPT TAXABLE #BLDG (S)'-CARD-2 1 10;100 TAX EXEMPT #BLDG (S) -CARD-3 1 86 , 200 RESIDENT' L 249000 249000 249000 #PL 260 CHURCH STREET WB OPEN SPACE #RR 0308 0335 COMMERCIAL INDUSTRIAL EXEMPTIONS SALE112/52 PRICE] ORB1830/84 AFD] LAST ACTIVITY] 00/00/00 PCR] Y r I i R153 007 . A P P R A I S A L D A T A KEY 88005 SAMUEL, EMILY F LAND BLD/FEATURES BUILDINGS NUMBER ZN/FL=RF 125, 400 123 , 600 3 A-COST 249, 000 B-MKT 213 , 700 BY 00/ BY /00 C-INCOME PCA=1091 PCS=00 SIZE= 654 JUST-VAL 249, 000 LEV=500 CONST-C 0 ----COMPARISON TO CONTROL AREA 80AC -- --MAY NOT BE COMPARABLE-- NEIGHBORHOOD 80AC WEST BARNSTABLE PARCEL CONTROL AREA TREND STANDARD 101 10 LAND-TYPE 1254001 LAND-MEAN +0* 2490001 99229 IMPROVED-MEAN +25% 250-. ] FRONT-FT 11 100 DEPTH/ACRES TABLE 02 1001 LOCATION-ADJ APPLY-VAL-STAT 1 LNR] LAND LFT/IMP]ADJS/SB/FEAT STR] STRUCTURE ARR]AREA-MEASUREMENTS NOR] NOTES COM] MARKET INC] INCOME PMR] PERMITS GRR] GRAPHIC FUNCTION- [ ] STRUCTURE-CARD NO- [0 0 0] DATA- [ ] XMT [?] R153 007 . P E R M I T [PMT] ACTION [R] CARD [000] KEY 88005 000000001 PERMIT-NO MO YR TYPE VALUE CK-BY MO YR .CMP NEW/DEMO COMMENT I - f •• rt i t., �SO oc7 7k.o N 34 f [-U. + Q- 41 I�a � • 44 G.ECLTI�FIE.L� P�.b-r PZ-•�S� Vt&71 = o •� p�l�.t.,t 'REF'ER.ENGE CtstzTtr+�! T►-iAT Tt-iG. t,vvl�Da1-ta� �� � t-i�t�Eob.l GGMC'L`!S W tTN T►-1E A1Ja SET ,ACV VE-QU1{ZEMcuTS 'To w u o� ,,aRt��T> r3Lt3 Gq aA�c ,.ram - .�y�'i"�t5�`�-=���"1�5 '�v�—BaAS�.c� =v+,�► p.�.i t it,ISt'rZ� EtJT 5vev `� 1&Tt�� Ot=�S�Ts �,t Li Ni-. APP l_l GAtJ T /14. V - B� USED To UCTEe.Mt�lE I:.AZ" eS� 1l. Assessor's map and lot numb ... �� � CF THE t0 7-0 � , SEPTIC SYSTEM MUST BE Sewage Permit number .. ..... .............................................. d INSTALLED IN COMPLIANC U WITH ARTICLE II STATE t 9AUSTADLE, House number _NAG AND TOW 'SANITARY CODE A o DYpY'a`ea� REGULATIONS. TOWN OF BA'RNSTABLE BUILDING J,-NSPECTOR. APPLICATION FOR PERMIT TO .....13,- ti.�?......:r i�u.¢�L..... R. ?!.4 /... ?!�?. LLI.!✓� .. .f% N� ............ TYPE OF CONSTRUCTION ...... ....'.................................................................. ................. (.. ....-/3................19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 0.Location ............... 5. P,.�.99-T......W09,.5 .....�vZ*?L�Sa�7 � ..�fifA.................................................. ProposedUse ....S fr 4,�fK..... .... .W.IF tj.Gr....................................................................................................... Zoning District .......l.F......................................................Fire District ....LO.:4 *.. .G4 ....................... c S �s�- 3xz il Name of Owner.MSG.c�/.....�.:...�.?.A!''1.U.�L....................Address .Q?�...a....�?.�r.Et......:17�ffiT.".. �?.................d...��6� Name of Builder Q- tyw.....R.....Cu.;?-x..r--�Y.........................Address ...... Nameof Architect .....................14...........................................Address ..................................................................................... Number of Rooms ..................1 ...................................Foundation .....I/0./10/ —s......T�Au1z�r�.�or�G.!zr Exterior a ve9�....swirt.W..Roofing .......t�{s!? #r. ........................................................... ..........Interior ............... Floors .... .�4fLP.�T.......�......���(.Ill.�............................•. ..................................................................... ..................Plumbing .. ...... Fireplace ..........O F........ ..........................Approximate Cost ...... b.0............................................. /� ... .... Definitive Plan Approved b Planning Board _ �� w � PP Y g ------------------------------�9-------. Area .......................................... Diagram of Lot and Building with Dimensions Fee `- 3g..°....................... SUBJECT TO APPROVAL OF BOARD OF HEALTH 017 (19 I hereby agree to conform to all the Rules and Regulations of the wn f Barnstablepgarding the above construction. e ...... ........................................... .................. ' � � .. � - - ' ~ . � ^ ~ � . � � ' . . ' ' . ` � , . � - ` � ` . -' � - - - - . - � Samuel, Emily F. �0714 one story single family dwelling West Barnstable Emily PERMIT REFUSED .. -- � . � ' . —.—~—..—~.—...--------.~. - . � . ' ' ~ � Approved ................................................. 19 - ' . . � -----.—.-----------------. ' ---------.---------.--...—. ~ `� - . - . � � ppp- e TOWN OF BARNSTABLE Permit No. _eC 11 Building Inspector Cash _-- 9. OCCUPANCY PERMIT Bond No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to �rd 1'' :'• Sr-T U e1 Address 260 Church S t.,W,Barns to bl e _ 260 Church Street, T:'est Rarnstsble Wiring Inspector �' ,r<G.�.�-�-�a t Inspection date Z Plumbing Inspector Inspection date, Gas Inspector _ Inspection date i Engineering Department ��%,'�/!�L /� ��/lam Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUDDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. 16 ..................�., ........_........._, ..............._._...%/Buiding�Inspector Assessor's map and lot number" Q Sewage Permit number ...? ..... ..7/� ................ .............................. Z BABIIAGIL E, i House number ................. -. � v rasa �p 1639. \0� -- TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .....&!4.!R....... ............ TYPE OF CONSTRUCTION .....��QK X?.....r;!`l ............................................................................................. .........:`:�......../:3................19.: TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...............: ............................... .............................................. Proposed Use ....Zr1Urs-c.� ...... ^�„�,r. u.....g;7<e�,�c<,.,M.Qn.......:.......................................................................................... Zoning District � ' r -� ...... ..a..........................................................Fire District ....�. . !. ...� cA.c�,.e�rP ............................... F- .r ����r: i.....................Address v,Ct�u,2c.i� $T2 E 7 (1U�ST (3A�,usa'f1 Gt Name of Owner M..l...:..........:.... .:................ ..................... Name of Builder -e,.H.A......k:. ���.�2i �v Address h!A Name of Architect .............N'..!4............................................Address ...................... Number of Rooms .................. !iif....................................Foundation ......././>, rr ,.t�...... T6 .�icN Exterior o:...Roofing .......!�{ A,!?, ;T 5.: .......................................................... Floorstoer r � F�/A ,�F........................................Interior .................................................................................... Heating .°a -s _ . ,. Plumbing .?,i��xa is ...............................................:................ - - i...... ....... ............... Fireplace ........ ...........................Approximate Cost .r2�b..fi . Definitive Plan Approved by Planning Board -----------_______-----------19________. Area 146................................ Diagram of Lot and Building with Dimensions Fee "'� _�... . ....................... SUBJECT TO•APPROVAL OF BOARD OF HEALTH v' o I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding garding the above construction. ,Name .........o......................................................................... . ` Samuel, Emily F. A=153~7 ~ - \ / 20714 one story No ------ Permit for .................................... | oiumla -----.^^,—''=== .`-----.. � 260 Church � _ .Wout. table ' ..�_ _____. ---- —' ---� -------.� � Owner ..........Emi �F.�.. ________ � Type of Construction ..........�����------.. ^ � -------------------------- Plot ............................ Lot ----------' � � Permit Granted ...........Oot»ber2U........lg 78 ` Dote of | lq ! '~r~�'~~' ----________ ! Date Completed -------,-----lP ` � � . ' ` PERMIT REFUSED ' _—. —.--.--------.. l� ----.' ' | y � / .................................... .. ............................. � / --...., ...... �-------...—,��..'---- � ,, i -----~^^--~—'^—^^^—'---~'—'--~—' ` iApproved ................................................ lq ` i _________________,_______._. -----------------..---~..--.,. . ~ i COPYRIGHT NOTICE: THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY CARPOTF7LRS INCORPORATED, THEY ARE THE PRCPERTY OF COUNTRY CARP!EN RS INCORPORATED WHO RETAINS ALL COMMON LAW, S TATUATORY AND C r}iM RESEI�NU RIGHTS, INCLUDING COPYRIGHT. 7T{E PURCHASER /OMER ACKNCW^Li GES THAT THE PLANS, From The Workshops of THE F-JR-1GNS, DESIGNa AND DRA'NI SU GF COUNTRY CARE FRS INCORPORAED, ARE NOT TO BE USED BY IV+N PERSONS 07HER T}" THE PURCWkS::R /OWNER AND TrAT SUCH DOCUMENTS ARE PROTECTED UY THE COPIRIGKT LAWS OF T,-1E UNTtD STATES. ����r� COUNTRY CARPENTERS , INC. THESE DOCUMENTS ARE NOT TO 8E REPRODUCED OR TRANSFERRED r AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO C, THE FULL EXTENT OF THE LAW. THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING DEC 0 2��r PURCHASE FROM COUN'iR`Y CARPENTERS INCORPORATED. �N G LAND ST TOWNor- �� TI i - , � B F "�'A M B I ' 1 I-,-, I�...IT ; I_�k--,.�.--, ..�T.,� IT�-a-I>✓L-. I- --,-,--I , 1�.1„�,_,_;^���'+•..�-�'�-^-��- , Lr- -- I'n�, 1 =1 i IA Vic r©© ©©© r g FRONT ELEVATION SCALE: 1 /411 = 19011 a� �y , 3 ' LEFT ELEVATION SCALE: 1 /411 = 1 1011 COUNTRY CARPENTERS, INC. 24' COUNTRY BARN 30' FRONT 24' DEEP 10/12 PITCH ROOF PAGE SCHEDULE 1 FRONT & LEFT ELEVATIONS FOR: RYAN COHOLAN h 260 CHURCH STREET COPYRIGHT NOTICE: 2 FOUNDATION PLAN WEST BARNSTABLE, MA. 02668 PH: (617) 308-5106 THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY `tH 0 A4,q CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTRY Q `rS CARPENTERS INCORPORATED OTHER RESERVED RIGHTS,ALL COMMO COPYRIGHT. 3 FRONT & LEFT FRAMING y,� 9c COMPUTER FILE #: 06-78-30—coholan0l CT.REGf 523020 DATE: 28 Nov 2017 4 REAR & RIGHT ELEVATIONS o� AND Ew ti MA.REG.##: 130254 THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, O TERH MBA RI.REG. 21868 REVISED: SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN v co DRAWN BY: 5 CENTER REAR & RIGHT FRAMING N THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE COUNTRY CARPENTERS, INC. THESE DOCUMENTS ARE COPYRIGHT BE UNITED R�TRA STATES. 6 SECTION THRU �o `��STti �``' SCALE: AS SHOWN AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO -7S G\C\ PRE—CUT POST ST & BEAM B U(LD I N G S THE FULL EXTEII OFTHE LAW. / STORAGE LOFT FRAMING PLAN & STAIR DETAIL s� NAB `' 326 GILEAD STREET, HEBRON, CT. 06248-1347 DRAWING NUMBER: THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING 8 CONNECTION DETAILS (860) 228-2276 www.countrycorpenters.com 1 of 8 PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. SEAL IS FOR STRUCTURAL DESIGN ONLY USP FOUNDATION CONNECTORS ATTENTION FOUNDATION CONTRACTOR: * CALL BEFORE YOU DIG! * TOP OF WALL TO FINISH FLOOR HEIGHT 8 f CONTINUOUS CONCRETE WALL CRITICAL TO PROPER FIT OF STAIRS * CHECK WITH OWNER TO CONFIRM PROPER WHEN APPLICABLE. T TPA 1811 ORIENTATION OF BUIILDING. * TYPICAL FOUNDATION DESIGN SPECS - *CALL LOCAL BUILDING OFFICIAL TO VERIFY - CONCRETE FLOOR 3500 PSI TYPICAL PLACEMENT AT PROPER FOOTING DEPTH. PITCHED 1/8" PER FOOT. ALL MAIN POST LOCATIONS: - 3" IN FROM CORNERS - CONCRETE WALLS 3000 PSI. - OR CENTERED ON POSTS *CALL LOCAL BUILDING OFFICIAL FOR PIER OR FOOTING INSPECTION BEFORE ANY CONCRETE - AS SHOWN. IS POURED. * REFER TO SECTION PAGE FOR ADDITIONAL FOUNDATION DETAILS. 1 " SIDING PA18 POST PURLIN P.T. SILL ANCHOR NOTE: TOP OF WALL 30'0" O.A. 10" I--8" ABOVE Jf GRADE 1010 1010 1010 o 1 4" CONCRETE FLOOR ' I P I I pro P 8" COMPACTED I ; ��/JJ1L /-/�4L/J1LL/J11L/ , LL/J11L/JJ11UJ1LL/J11L/ ,11�/JJ1L��L�L//111Li�1� � 0-4 m z I Z GRAVEL / TOP' 011 WALL TO I SHOWS 6x6 POST O1= ! i ` ) FIN.iLOCATION MUST BE I LOCATIONS ABOVE i I� JF-p (1) #5 REBAR 12 FROM U J p I TOP OF WALL, CENTERED 6" OR (LESS FOR Q LL_ 00 0 2 5 REBAR 3" FROM r—--PROPER-FIT OF STAIR. I —�U I v BOTTOM OF FOOTING, — �LL Ld 1-1/2" FROM SIDES ' I� J LL.a- I u O � 4" CONCRETE FLOOR WITH I ' O= OV O p 6x6 WELDED WIRE REINFORCING _ a- I�o c— a CONCRETE CENTER PIERS 10" SONO TUBE ON I �;. i 24 x24 x10 FOOTING I 20 I ; {———— I TO HARD FIRM �-------- Q r// UNDISTURBED EARTH. /II Q r :: ✓- MIN. 48 BELOW GRADE T I , y _ _ [BASED OTE: FOUNDATION DESIGN - -- -------------- �---------- — — — — — — — — —ON SOIL BEARING Ld O " /I N OAPACTTY OF 2500 P.S.F. ✓ i /, N I NOTE: TOP OF PIER 1" N ABOVE FINISH FLOOR 1 1 NOTE: I N / FA 8" CONTINUOUS I I 3"x3" NOTCHES FOR OVERHEAD CONCRETE WALL ON ( DOOR HARDWARE. a FA3 FOUNDATION CONNECTOR 20"xlO" CONTINUOUS 3 I o 0 TYPICAL PLACEMENT LOCATIONS: N I/ FOOTING TO HARD FIRM I I N - 2" FROM DOOR DROPS AND I " UNDISTURBED EARTH i i I o - AT MAX. OF 5' DISTANCE ALONG PERIMETER WALL SHOWS 6x6 POST 1 " SIDING I LOCATIONS ABOVE-- FA3 POST � � 71 %! T 36R-PbT _. .... BALL i N MUDSILL P.T. SILL ...::.:, �I ANCHOR /J11L,JJ1_L/ 1LJJ1LiJJ1 L/J1LL/J11L/ L1L/J11L/JJ1 �,J1LL/J11 //J11L/JJ1 iJJ �- NOTE: � TOP OF WALL 24'6" 3'6" 2'0" 10" I L 8" ABOVE GRADE TIN. F • 1010" I 10,0" I 10'0" °4" CONCRETE FLOOR I o . p 30'0" O.A. z a~ �U_Ld o I P 8" COMPACTED : 1 4�� _ 1 '0" m'z Z GRAVEL FOUNDATION PLAN SCALE / O I FRONT �HO MAS`9 --1�p (1) #5 REBAR 12" FROM O JQ OO I TOP OF WALL, CENTEREDAN (2) #5 REBAR 3" FROM COPYRIGHT NOTICE: ��� TERN MaA y� , U Of I 1.4- P BOTTOM OF FOOTING, THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY JLL_Ld CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTRY O co a 1-1/2 FROM SIDES CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, U N 35243 Q O O STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, �O�F ST I - SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS Ss� yG v 0 I INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN Al THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE • • , PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. V d C �L THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SEAL IS FOR STRUCTURAL AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO DESIGN ONLY THE FULL EXTENT OF THE LAW. 20" THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAG E 2 ALL MAIN POSTS, BEAMS & JOISTS GRADED #1 &/ OR #2 N.E.L.M.A. EASTERN PINE, RAFTERS GRADED #2 S—P—F UNLESS OTHERWISE NOTED. 200 RIDGE 12 WINDOW 0 .241,` 24 12 `L CENTERED �� 2x10 O•C ®10� ON RIDGE �� BACKER �5:,.. ` .. 6x6 BEAM Y � 6x6 POST 0 5'5" tV' �o \ - 3'6^ 3x4 GIRTS ` 3x4 SILL 3" FACE � r 1'6" 10'0" _ _ _ - 3x4 BACKE - — — °i' 3x10 BACKER 2x4 SHOE IS 2x6 PLATE NI 6x6 PLATE BEYOND OUTSIDE T 1" 4x7 JOIST 4x7 JOIST EDGE OF JOIST/NAILER. FOR ROOF LAY—OUT NOTOASTANDARD;ER " 9'0-1/4" FIRST AND LAST BAYS 1" 9 0-1/4 8x10 BEAM „ „ LARGER. 34" 3x4 BRACESA6x6,//PO'S;T NP311 3 x11 STEEL 2'0-1/4" FOR CDX, LAYOUT TYPICAL 2'1-3/4" 8x8 BEAM PLATES APPLIED TO OUTSIDE 2 0 2 0OF FRAME BEFORE SIDING! 6x6 POST 0 7'8" - i 2x10 RIDGE ® 30'2" 1 7,6" cI 11'3" - ' 11'3" 3x4 GIRTS 2X8 RA r- 3" FACE 2x8 COLLAR-TIES 48" O.C. 0 2 !RO.C. �4 BRACES N' x - 2x8 RAFTERS 24" O.C. 2,6_" _, 2,6" , 2,6" 1,1" P.T. SILL 6X, POST 5'5" = WINDOW --�- M NNTER M I 2x8 FTERSC ,OPENING LEFT FRAMING SCALE: 1 /4" = 1 '0" RAFTER & 2x6 PLATE EXTEND 11'1-1iz" 1" BEYONDLOWER LO ER RAFTE 3x4 BACI ER VIEW FROM OUTSIDE FRAME OF BUILDING SHI LAP SIDIN 3x10 BACKER 6x6 PLA ® 14'0" 4x SUPPORTBLOCK—, 4x7 SU ORT BLO K 4x7I IFLOORIJOIST 110 24"1 IO.C. HTP37—TZ 3"x7" STEEL 8x8 BEAMS MAX. SPAN FIGURED 8'3" PLATES APPLIED TO OUTSIDE 24" 3x4 BRACES 6x6 POSTS 0 7'8' OF FRAME BEFORE SIDING! _ ao 2,8" 2,8" 3'6" , NI N 913" 3x4 GIRTS 9'6" 4'0" 00I 1'3" O o_ 3" FACE �I cX 34" 3x4 BRACES NI I BRACE4 ///I: \\ P.lf. SILL I�� L-" -FIN. FLR J 5'1 -1/2" I 9'10—1/2" I 15'0" FRONT FRAMING SCALE: 1 /411 = 1 '0" VIEW FROM OUTSIDE ---------------- NOTE: FOR CONNECTION DETAILS ! I SEE PAGE 8. L---------------- 0 k4s ? 9y COPYRIGHT NOTICE: so AND EW�� TERH MBA THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY ^' CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTRY 35243 CARPENTERS INCORPORATED WHO ET 9 Q co STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. N.r FG ST SPECIFICATIONTHE S, DESIGNS AND DRAWINGS OES THAT COUNTRY CARPENTERS �ss� INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SEAL IS FOR STRUCTURAL AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO DESIGN ONLY THE FULL EXTENT OF THE LAW. THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAG E 3 — I - I _ -�k-a1�t—.i -�i,—1 a—h---�k- 1� l .�—_�r__��•—1 r—��—''�- �•rll•-Y«� rt��-1 r=,,_— �',��.: lc- —I_ `-- __.� , A — I �i =-._.1 �I=1_ `=I�I��-1_��_,I---+��I— r�—I��-�I•_.==._,�-�d�1— '��-1��-+---,�=`-�—,�1� I —�_I--��—I— J�=1 A �_,•_.==._,�+-� " I— J�-1 ^ ,�rl—u�-s/��..i..�+•--•'r r'-i�t.—T_.—��'--y�-r- 9—i --,-.'�1--�r=• ,_� _�r1��v��.�� '�_�� __ ��--� I 1— —I I�, �� I= I —I I ✓—I �� I I= I —I—� f—i�l I ❑❑© rrr ❑a❑ ❑a❑ REAR ELEVATION SCALE: 1 ,/4" = 1 '0" OVERHEAD DOOR OVERHEAD DOOR BY OWNER BY OWNER RIGHT ELEVATION SCALE: 1 /4" = 1 '0" 0 J&Y,%,, COPYRIGHT NOTICE: � AND � TERH� 3W/1 cy� THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTRY O CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, v N 35243 co STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. "9 Q THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, NOTE; VERY IMPORTANT, 4�0�, F�ST'~ SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN K.D. (KILN DRIED) SIDING, TRIM, LOFT DECKING, SSA NAL THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE & ROOF BOARDS MUST BE PROTECTED FROM PROTECTED BY THE COPYRIGHT LAWS of THE UNITED STATES. ABSORBING MOISTURE ON THE CONSTRUCTION THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SITE. KEEP BOARDS UP OFF THE GROUND, & COVERED SEAL IS FOR STRUCTURAL AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO DESIGN ONLY THE FULL EXTENT of THE LAW. TO PROTECT FROM GROUND MOISTURE & RAIN. WINDOWS & DOOR KITS SHOULD BE KEPT INSIDE, THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING UNTIL READY TO USE. PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAGE I ALL MAIN POSTS, BEAMS & JOISTS GRADED #1 &/ OR #2 N.E.L.M.A. EASTERN PINE, RAFTERS GRADED #2 S-P-F UNLESS OTHERWISE NOTED. 2x4 SHOE EXTENDS 1" BEYOND LOWER FRAME OF BUILDING 1 x8 T&G DECKING 4x7 FL00 JOIST ® 24"• O.C. H 1.1 4x7 HEADER 800 BEAMS MAX. SPAN FIGURED 7'3" 12 2x10 RIDGE 38" 3x4 BRACES 4 �„ O C• S ® 6x6 POST 6x6 POST 2X8 gNfl ��� WINDOW ® 7'6" CUT ON SITE -CENTERED , „ , 1 1 ---- 2x10 �' ON RIDGE 12 --- - 1010 ---- - - - -_ 10 0 ----- ---_-_ 1010-�_-___ 6x6 BEAM BACKER ,. 18 ' � V, 2'1" 10 TOP OF PIER 1" ____ a _1 - ABOVE FINISH FLOOR 5/8" STEEL PIN ki 6x6 POST 05'5" � N' ® P.T. SILL BAETWEEN INTAIN PER &SEPART�OOR P.T. PAD 3x4 SILL 3 s" 3x4 GIRTS 5- 1'6" , 3" FACE C FINISH FLOOR 3x4 BACKER — — — — -- -- - _0 0 BACKER 2x4 SHOE IS OUT 1 6x6 PLATE 2x6 PLATE CENTER POST & BEAM FRAMING SCALE: 1 /41 1 - 11011 >t0II BEYOND OUTSIDE EDGE OF JOIST/NAILER. 4x7 JOIST n n 8x8 BEAM VIEW FROM INSIDE REAR 21" 3x4 BRACE 8x10 BEAM 21 3x4 BRACE NP311 3"x11" STEEL PLATES APPLIED TO OUTSIDE OF FRAME BEFORE SIDING! 3x6 HEADER-/' EADER 3x6 HEADER 7'8" 3x6 JACKS 7'8" 3x6 JACKS 6x6 POST ® 7'8" 6x6 POST 6" 6.. ® 706" I.3•• 0, 0. �I rI rI N 9.0., II 9.061 - ---------- ---- -J--------------- FOR ROOF BOARDS, RAFTER , 9'0-1/4" LAY-OUT NOT STANDARD; P.T. SILL 9'0-1/4" FIRST AND LAST BAYS 1" L---N��-----FINISH FLOOR----J L ------FINISH FLOOR-----3 LARGER. 2'1-3/4" 2.0.E FOR CDX, LAYOUT TYPICAL 2,0..2'0-1/4" RIGHT FRAMING SCALE: 1 /4" = 1 '0" 200 RIDGE ® 30'2" VIEW FROM OUTSIDE 2x8 COLLAR-TIES 48" O.C. 2x8 RAFTERS 24" O.C. DOUB 2x8 FTERS RAFTER & 2x6 PLATE EXTEND 1" BEYOND LOWER 11 FRAME OF BUILDING 41 suPPo BLocK illl 11 11 4x7 SU OR T BLO 4X71 IFLOORIJOIST 110 24"1 IO.C. 11 FF 4x7 STAIR FILLER 8x8 BEAMS MAX. SPAN FIGURED 8'3" ., HTP37-TZ 3"x7" STEEL u =-- PLATES APPLIED TO OUTSIDE 24" 3x4 BRACES 6x6 POSTS ® 7'8' OF FRAME BEFORE SIDING! r i NOTE: � 2'8" 2'8" �__---- FOR CONNECTION DETAILS ' SEE PAGE 8. rn g, 6x6 POST 0 .8.. ---- -------------- ---� N I C-4I g,3 9.6..„ 9.31. ______ MHO M 34" 3x4 BRACES TERN MBA NI 34" 3x4 BRACES �CpS. AS`9 s-i-- -- o�� AND EW cy� COPYRIGHT NOTICE: 2 �N %v THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY o m, CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY P.T. SILL CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. N 4 THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS 5'1 -1/2 I 9'10-1/2 I 15'0 4�09FG STE SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN SSA NAL THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SEAL IS FOR STRUCTURAL AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO REAR FRAMING SCALE: 1 /4I1 = 11011 THE FULL EXTENT OF THE LAW. DESIGN THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. VIEW FROM OUTSIDE PAG E 5 COPYRIGHT NOTICE: BEAMS & JOISTS THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY ALL MAIN POSTS, CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, GRADED #1 &/ OR #2 N.E.L.M.A. STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. EASTERN PINE, RAFTERS GRADED THE PURCHASER /OGER WNf PSPECIFICATIONS,, DESNSS AND DRAWINGS oc �CARPENTERS #2 S-P-F UNLESS OTHERWISE NOTED. INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED F AN ANY VIOFULL��NOO THIS COPYRIGHT WILL BE PROSECUTED TO / i STR U CTU RAL DESIGN DATA: THETHIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING WIND LOAD 120 M P H PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. ��B ROOF LOAD 35 JPSF L STORAGE LOFT LOAD 40 PSF J ____ _____ _______ ______L UPPER SIDING OVERLAYS LOWER SIDING ------------------------------ WOOD SHINGLES BY OWNER. INSTALLED PER DETAIL SHOWING HOW MANUFACTURERS RAKE BOARD OVERLAPS SPECIFICATIONS. FRONT TRIM & FACIA. 3x4 SILL 200 RIDGE 12 4 6x6 POST EASTERN WHITE PINE 3x4 BACKER PREMIUM GRADE SIDING 2x8 COLLAR-TIES 48" O.C. 2k8 1 x8 & 100 SHIPLAP 1x6 ROOF SHEATHING �F 3x10 BACKER ROUGH SIDE OUT RS ROUGH SIDE OUT 24" O.C. 6x6 PLATE .r LOWER RAFTER -- -- — ----- 1x8 T&G DECKING I 12 ��` w� 10 �Qp' �� 6x6 BEAM gl 2x10 BACKER 09 STORAGE LOFT ol DORMER DETAIL F-i fig® o' 6x6 POST ® 5'5" 0l 3x4 SILL Ln 3x4 BACKER �I li 300 BACKER Q p! I �I WOOD SHINGLE UNDE O 1 METAL DRIP-COURSE EDGE R 2x6 PLATE 1 x8 T&G DECKING 6x6 PLATE BY OWNER O 4x7 FLOOR JOISTS 24" O.C. MAX. SPAN 1 1'0" 1'611- 1 x2 TRIM N z 800 BEAM i 1x6 FACIA 8x8 BEAM 38" 3x4 BRACES 01 O 6x6 POST ® 7'8" EASTERN WHITE PINE PREMIUM GRADE SIDING z. 1x8 & 1x10 SHIPLAP U-I ROUGH SIDE OUT R. 6x6 POST CUT ON SITE o 12'0" ol 12'0" ------------------------------- y --- 5/8" STEEL PIN Zi NON-WICKING P.T. PAD NOTE: TOP OF PIER 1" USP PA18 ABOVE FINISH FLOOR- a,� 4 2x8 P.T. SILL MAINTAIN SEPARATION �� TOP OF WALL T0�— rNOTE 10" BETWEEN PIER & FLOOR FINISH FLOOR 8" I I FINISH FLOOR FOR CONNECTION DETAILS ' GRADE a ' a ' o a a .o . a a 0 4" CONCRETE FLOOR WITH 6x6 WIRE REINFORCING o a GRADE e 8" COMPACTED GRAVEL I SEE PAGE 8. OR SIMILAR SUITABLE (1) #5 REBAR 12" FROM L---------------J is MATERIAL TOP OF WALL, CENTERED Z 8" CONTINUOUS 10" CONCRETE PIER ON CONCRETE WALL ON 00 24"x24"x10" FOOTINGS 20"x10" CONTINUOUS JNO M FOOTING TO HARD FIRM TO HARD FIRM Af � s e 10" CONTINUOUS 1 O„ n UNDISTURBED EARTH 1 D�L UNDISTURBED EARTH 02� AND EW 9cti FLOOR TYPICALLY PITCHED ATTENTION: CHECK WITH ° • FOOTING a (z) Ps TING,REBA 3" FROM BOTTOM OF F TERIi M311 , OOTING, 1-1/z" FROM SIDES 0 � 1/81 1 PER FOOT. LOCAL BUILDING OFFICIAL FOR PROPER FOOTING DEPTH! 20 24 2011U N 35243 NOTE; FOUNDATION DESIGN ��' 9c� �Q BEARING CONCRETE FLOOR CAPACITY OFST BASED ON0IL 2500 P.S.F. o�FSSG NA` 3500 PSI SEAL IS FOR STRUCTURAL CONCRETE WALLS DESIGN ONLY 3000 PSI SECTION TH R U SCALE: 3/8" = 1 '011 PAGE 6 ,---------------------- � ON SITE CARPENTER/BUILDER TO VERIFY �`� STORAGE \ DIMENSIONS ARE AS SHOWN, AND IS ALL MAIN POSTS, BEAMS & JOISTS RESPONSIBLE THAT STAIRS ARE BUILT GRADED #1 &/ OR #2 N.E.L.M.A. LOFT I TO BUILDING CODE SPECIFICATIONS. EASTERN PINE, RAFTERS GRADED #2 S-P-F UNLESS OTHERWISE NOTED. NEWELI�POST�11 4x ��� ���., 7 FLOQR 5/4x6 FOISTS 3x4 GUARDRAIL STIFFENER 8�1M .1 Z 5/4x8 RAIL 5/4x8 RAIL DETAIL SHOWING 1 -1/2" PERFORATED STRAPPING OVER JOINTS OF EVERY OTHER FLOOR JOIST, 8/12D SPIKES 4x7 STAIR 5/4x8 RAIL HEADER EACH SIDE OF JOINT 4x7 STAIR FILLER � icr_ R1 / J 1-3/8"x1-3/4" Z IL 5 x6 HANDRAIL STIFFENER �q�� p I O 4x7 STAIR F- S FILLER 05'6" 6;x6 POSTS BELOW 1" RISER BOARDS or_, I F_ 8x8 BEAM L L_ 40" TREADS 4-1/2"x4-1/2" z I F= PLATFORM ABOVE PLATFORM NEWEL POST LL_ I 3: 1 211 _EL POST r\7 14 RISERS @ 8-1/4" 44" TREADS BELOW PLATFORM r; I � STAIRS 2x 10 TR A S JE TO LE SL HOISTS 4x7 RW E NOT BELOW FINISH FLOOR `:?.,. STAIR DETAIL SCALE: 3/8" = 1 '0" 4x7 STAIR o I— HEADER ® 5'6" N ~ VIEW FROM INSIDE w 9x10 ENTE EAM CD J 1'1011 21011 21011 21011 21011 21011 a 21011 21011 21011 21011 21011 210011 210" 21011 21211 ry 8 11 1 x8 T&G 2x4 SHOE & 2x6 PLATE x DECKING EXTEND 1" BEYOND LOWER FRAME OF BUILDING 21 8x8 BEAM 2x6 PLATE 6x6 POSTS BELOW STORAGE LOFT FRAMING PLAN SCALE: 1 /4" = 1 '0" VIEW FROM ABOVE "0 "'Ass9 �� AND EW CyG COPYRIGHT NOTICE: FRONT S TER H MBA THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY 0 �� CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, v N 35M v' STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. ,p ,9 Q THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, NOTE: VERY IMPORTANT, °�` �STE SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS K.D. KILN DRIED SIDING, TRIM, LOFT DECKING, FSSI NpL INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE & ROOF BOARDS MUST BE PROTECTED FROM PROTECTED} DOCUMENTS AR COPYRIGHT OT TO B BE REPRODUCED THE CED UNITED D STRANSFERREDTATES. ABSORBING MOISTURE ON THE CONSTRUCTION T �----------------� SEAL IS FOR STRUCTURAL AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO SITE. KEEP BOARDS UP OFF THE GROUND, & COVERED i NOTE: DESIGN ONLY THE FULL EXTENT OF THE LAW. TO PROTECT FROM GROUND MOISTURE & RAIN. WINDOWS & DOOR KITS SHOULD BE KEPT INSIDE, FOR CONNECTION DETAILS i' THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING UNTIL READY TO USE. PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. SEE PAGE 8. L----------------J PAG E 7 VIEW OF GABLE END USP MSTA12 PERFORATED STRAPPING OVER JOINTS OF EVERY OTHER FLOOR JOIST. 5-10d COMMON NAILS EACH SIDE OF JOINT. USP MSTA21 RAFTER TO RAFTER STRAPS �4z INSTALLED EVERY OTHER RAFTER AND NAILED WITH 8-10d COMMON NAILS EACH SIDE. RAFTER TO PLATE USING 6-12d NAILS USP RT7A HURRICANE TIES ' 'p INSTALLED EVERY RAFTER �- '9 , (AS SHOWN) USING 10 USP IDGE N8—GC 8d x 1-1/2" TR F.p COMMON NAILS. JOIST �Q- JOIST �lF ` NAIL AS SHOWN COLLAR—TIE WITH 12d NAILS. COLLAR—TIES TO RAFTER. • , T P. NAIL WITH MINIMUM OF • SNOE 1„ JOIST OPPOSING 5-12d NAILS. PLATE TO JOIST O R ANG JOIST RAFTER 3-16d EACH ONE • • eEAM lit KEEP JOIST HOLD RAFTERS FLUSH COLLAR—TIES TO RAFTERS FLUSH WITH BEAM WITH BOTTOM OF RIDGE BEAM TO POST JOIST TO BEAM USE 6-5" POLE RAFTERS TO R I D G E 6-16d EACH ONE BARN NAILS USP HTP37—TZ ' NAILING PLATES • USP NP311 USE 20-10d NAILS NAILING PLATES y RAFTERS TO PLATE USE 12-8d ' F ,. COMMON NAILS ,- �: M CENTER gEA _ USP HTP37—TZ •.' NAILING PLATES USP PA18 ANCHOR —OR— USP FA3 ANCHOR USE 20-10d NAILS—>•'••• BEAM TO POST NAILED WELL WITH NAILED WELL WITH USE 6-5" POLE BARN NAILS 12-16d COMMON NAILS 6-10d x 1-1/2" NAILS / _ KEEP BEAM OVERHANGS �( FLUSH 1" BOTH SIDES Po ST • ' CENTER BEAM TO POST BEAMS AND GIRTS TO POSTS DRAWING REPRESENTS GENERIC VIEW OF A STANDARD 24' COUNTRY BARN. SEE COLOR—CODED PLAN FOR TACK SILL TOGETHER USING 12d GALVANIZED BOX NAILS. SPECIFIC FRAMING. BEAMUSE 9-5" POLE BARN NAILS �.. NAIL WITH 3-16d USE 6-5" POLE \ NAILS EACH END. , , ` BARN NAILS i; ;; - - i ,_ ",E.LEL—� USP HTP37—TZ SE 40d POLE BARN / POST FRAMING NAILING PLATES NAILS ���..� F,_ ,- "" ABODE � 20-10d COMMON NAILS In USP NP311 NAILING ..- NAIL �F�A COMMON NAILING PLATE USE BRACE 12-8d COMMON NAILS-4 � 16d Gsti 12d o - - L�EL.�% I I I I — I I • . ��F -, " NAIL BE �AMINd NAIL NAILS• 5 3— 1 /2 3 1 /4 • . , ' R LOERWITN 16 NON H Mq AS.S ss9 COPYRIGHT NOTICE: ' - - - AND tW THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY �p TERH M9A CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTRY • / CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, - STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. v N 4 y • � THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, � - - - _ • - O.c+ FG STE SPECIFTCATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN - i ' THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE - Fss� NA PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. - THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO VIEW FROM 0 UTS I D SEAL IS FOR STRUCTURAL DESIGN ONLY THE FULL EXTENT OF THE LAW. _ THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. 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