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Home My WebLink About0205 SCHOOL STREET a2os" ` Y� O1�tS�tN'— 1 1 14T� �'ip �p T� PAJ 6 C L C-19 AJ ST'4 u-�z'ce.t� !3a p-rta� Lcr— J3u-r Cm c Lip s<N� I Town of Barnstable BU1�Cllil . . #- ° x , s Thl,.s M edU:nst 8AR3AB6 Po _Car•d"Sa..T ha t It,15;U"lsvi b`l,e'`Fr'�o�m'th✓e S'treet °A p"p"rovekda Pla.nsMust be'Retained onJob a#ndthls CarVide Mus.t be Kep,"t a Permit os Wh Permit No. B-19-2427 Applicant Name: LEBLANC, MICHAEL L&MARY C LUDLOW Approvals Date Issued: 07/29/2019 Current Use: Structure - _ Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 01/29/2020 Foundation: Location: 205 SCHOOL STREET,COTUIT Map/Lot 020-092' Zoning District: RF Sheathing: Owner on Record: LEBLANC;MICHAEL L& MARY C LUDLOW ac Contrtor-Name: Framing: 1 Address: PO BOX 1422 Contractor License 2 `@ Est Protect Cost: $0.00 COTUIT, MA 02635 ,, n, M1 Chimney: $35.00 Description: construct a 12 x 16 shed . x Permit Fee: Insulation:p Fee Paitl $35.00 Project Review Req: � Final: Dated.f 7/29/2019 —V Plumbing/Gas ' £ Rough Plumbing: ,F Building Official Final Plumbing: ;This permit shall be deemed abandoned and invalid unless the work authorized byAhis permit is commenced within six months afte ssuance. All work authorized by this permit shall conform to the approved applicat nand the=approved construction documentsfor 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 bf4jAws and.codes. This permit shall be displayed in a location clearly visible from access street orNroad and shall be maintained open for public inspection for the entire duration of the Final Gas: work.until the completion of thesame. s ` a r t• - _ Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building andgFire O"fficials are provided on this permit. " Minimum of Five Call Inspections Required for All Construction Work: w >ti Service: 1.Foundation or Footing E 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining'is installed 4 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health Final: "Pe ons co cting with°unregistered contractors do not have access to the guaranty fund" (as set forth.in MGL c.142A): Building plans are to be available on site Fire Department �� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT' Final: ri f Town of Barnstable Ilk" Building Department Services ✓U /��OF l Brian Florence,CBO TOPV41 4 V MAP Mrs Building Commissioner /NAM 1639. 200 Main Street, Hyannis,MA 02601 4/� " www.town.barnstable.ma.us 049BCF Office: 508-862-4038 Fax: 508-790-6230 !/ t PERMIT# c, / —a W 7. FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less ,Zolo' Location of shed(address) ° Village Property owner's name Telephone number z x Size of Shed Map/Parcel# E-Mail k61&1ahc buijdevr C Copt<,air,✓tr oyfZ3// s gnature Date Hyannis Main Street Waterfront Historic District? No Old King's Highway Historic District Commission jurisdiction? 'u o You must file with Old King's Highway Conservation Commission(signature is required) _ Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION .FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT FLAN Q-forms-shedreg REV:08/6/l7 n h r- R , �k Telephone: 508/563-6049 COLONY INSULATION, INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559 CLOSED-CELL FOAM INSULATION SPEC SKEET . .CONTRACTOR:.. �.� �'� .��sco JOB SITE.ADDRESS: C)0 j ®1 S�' � , Ca-�—v Z"r DATE: AREA THICKNESS R-VALUE Ceiling Cathedral Ceiling Garage Ceiling + Basement Ceiling Slopes _ Exterior W all Garage H se. W all W alkout Wall Cathedral W all B.lockers Overhang S tair/R isers ov. ° S 126 All R-values and thickne easurements are deemed be accurate b3 the following installers: . TECHNICAL DATA FOR MATERIA. U TS A_rrT A DIED TO THIS FORM j Arnthane ThermaiGuard CC2 TECHNICAL DATA SHEET PRODUCT NAME I PHYSICAL CHARACTERISTICS Property Value Test Method :! ane Density(nominal): 2.0 lb/ft3 "`ASTM D-1622Arnth I R-value: 7/inch ASTM C-518 ThermalGuard CC2 Compressive Strength: 35 PSI ASTM D1621-94 j Tensile Strength: 70 PSI ASTM D 1623-78 PRODUCT DESCRIPTION Dimensional Stability: <4%4 ASTM D 2126 Closed Cell Content: 96% ASTM D 2856 ThermalGuard CC2 is a fast set,closed- Air Permeability: .002 L/sm2(@ 75 Pa @ 1) ASTM E283 celled;245fa-blown spray polyurethane Vapor Permeability: .8 Perms @ 2" ASTM ASTM 21 G21 foam(SPF)insulation designed for use Fungus Growth: None. I in residential&commercial structures, Service Temperature: 250°F(120°C)* exterior foundation or perimeter iriSU1at10n,below grade applications, *Service temperatures will vary depending on application. Contact yourArnthane Technical Representative for recommendations and limitations. Atways test ThermalGuard CC2 for suitabilityfor yourparticular application in exterior tank/pipe insulation and etc. a safe manner. i j j ThermalGuard CC2 is applied as a LIQUID PROPERTIES - liquid and expands 25x in seconds to fill Property Value Test Method and seal building cavities of any shape Viscosity(A). 200-250 CPS ASTM D-2196. and size. It exhibits superior thermal Viscosity(B) 1100-1300 CPS ASTM D-2196 insulation,air-barrier,and sound Weight Per Gallon(A) 10.25 lbs/gal ASTM D-1475 j attenuation properties compared to Weight Per Gallon(B) 9.4 lbs/gal ASTM D-1475 conventional insulation materials. REACTIVITY PROFILE j Once fully cured ThermalGuard CC2 Property Value j remains rigid maintaining significant Cream Time: 2-3 seconds @ 25°C(77°F) structural strength and thermal Rise Time: 12-16 seconds @ 25°C(77°F): insulation properties in adverse conditions across a wide variety of COMBUSTION PROPERTIES applications. Pro pert Value T s Method Flame Spread Index: <--25 ASTM E-84 MANUFACTURER ' Smoke Development: <450 ASTM E-84 i ThermalGuard CC2 is manufactured I PACKAGING&STORAGE i exclusively by Drum Weight(A) 551 lbs j Drum Weight(B) 5001bs Arnthane Inc. Total Set Weight 1051 lbs 1002 West Main Street Storage Temperature Range(STR) 60—80 OF Richmond,MO 64085 Shelf Life at STR 6 months P.816.776.3015 F.81b.77b.3215 *Do not allow material tofreeze.'Do not pre-heat or recirculate(B)material as it nil/causefrothing and loss.of www.ari3thane.com � blowing agent. Storage at temperatures above or below STR may shorten shelf life and cause degradation or loss of blowing agent. Cold material will develop higher viscosity which can cause during processing such as pump cavitation and poor mixture of(A)and(B)components. For best processing performance during application(A) j CORROSION and(B)drum temperatures should be between 60 T-80 F ThermalGuard CC2 is chemically& PROCESSING PARAMETERS i physically compatible with all common Processing Pressure Range: 900-1400 PSI* building materials including electrical Processing Temperature Range: 115-145°F* wiring,wood,metal,concrete,plastic Substrate Temperature Range: 35—105 OF (PVC),copper,vinyl,and glass. I Ambient Temperature: 35—105..°F Substrate Moisture Content:. <19% INSTALLATION i Yield: 3800-5000 Board Feet Per Set* I Maximum Lift Thickness: 4 inches** ThermalGuard CC2 must be spray applied USing approved equipment.Use *Processing parameters&yields can vary widely depending on substrate temperature,type&condition,ambient temperature,elevation,humidity,equipment and other factors. During installation the applicator must observe the 1:1 ratio proportioning system that can : quality and characteristics.of the foam and adjust equipment temperature&pressige settings as needed to aC11rati the Specified temperature and accommodate these variables in order to ensure optimum yield,proper adhesion,proper cell structure,andiev pressure.requirements. Performance of the foam. -ALWAYS test Thermg16uurd CC2 at desired thickness in a safe manner prior to insulating structure to ensure j that it can be safely iistalled at the desired lit?thickness without risk of charring or combustion. It is the exclusive responsibility oJthe applicator to achieve proper 1i thicknessfor safe application. Safe lift thickness may vary from application to application. , i Arnthane ThermalGuard CC2 TECHNICAL DATA SHEET appropriate PPE as required by OSHA, intended for use by nonprofessional ThermalGuard CC2 demonstrates NIOSH,and state/local safety applicators,or those who do not excellent adhesion to various substrates regulatory agencies. purchase or utilize this product in the when installed according to normal course of their business. The manufacturer specifications. It is the applicator's responsibility to potential user must perfsrm any comply with all job site safety pertinent tests in order to determine the ThermalGuard CC2 resin(B)does not requirements set forth by OSHA, product's performance and suitability in require agitation. Do not pre-heat or NIOSH,and statellocal safety the intended application,since final recirculate resin(B)as doing so will regulatory agencies. determination of fitness of the product result in the"boiling off'of the 245fa for any particular use is the blowing agent which will result in poor LIMIATATIONS responsibility of the buyer. yield and poor foam performance. ThermalGuard CCf should not be left All guarantees and warranties as to the ThermalGuard CC2 should be installed exposed to sunlight,as UV light will products supplied by Amthane shall at a maximum thickness of 4 inches per rapidly degrade foam. Do not use near have only those guarantees and pass with a minimum of 30 minutes high heat or open flame.. warranties expressed by the between passes It is the applicator's manufacturer. The buyer's sole remedy responsibility.to test lift thickness for a ThermalGuard CC2 must be covered as to the material claiins will be against particular application prior to with an approved 15-minute thermal the manufacturer of the product. The commencing installation to ensure that barrier when used as insulation for aforementioned data on this product is the product can be installed safely at the. residential or commercial buildings. to be used as a guide and is subject to desired thickness. Installation must comply with all change without notice. The information applicable building codes. herein is believed to be reliable,but SAFETY&ENVIRONMENT unknown risks may be present. Do not install ThermalGuard CC2 at a ThermalGuard CC2 is installed by thickness exceeding 3 inches per pass NO WARRANTIES,EXPRESSED OR independent SPF contractors. It is and do not apply subsequent passes IMPLIED,INCLUDING PATENT recommended that building owners within30 minutes of the previous pass. WARRANTIES OR WARRANTIES verify that the SPF insulation contractor In rare cases doing so may cause OF MERCHANTABILITY OR maintains proper credentials,insurance, charring and combustion. FITNESS FOR USE,ARE MADE BY . and licenses and is properly trained to ARNTHANE INC.WITH RESPECT safely install SPF insulation products. It is the applicator's responsibility to TO PRODUCTS OR INFORMATION test lift thickness for a particular SET FORTH HEREIN. ThermalGuard CC2 achieves a Class I application prior to commencing Fire retardancy rating and meets or installation to ensure that the product Nothing contained herein shall exceeds minimum building code can be installed safely at the desired constitute a permit or recommendation: requirements for fire safety. thickness. to practice any invention covered by a patent without a license form the owner ThermalGuard CC2 has low odor during Please contact your technical sales of the patent. Accordingly,buyer . application and produces no toxic representative for recommended assumes all risks whatsoever as to the vapors after application. equipment configurations and for use of these materials,and buyer's recommendations for your particular exclusive remedy as to any breach of Always read and follow all Material application. warranty,negligence,or other claim Safety Data Sheets provided with all shall be limited to the purchase price of shipments.Additional copies are DISPOSAL&CLEAN UP the materials. Failure to adhere to any available upon request from Arnthane . recommended procedures shall relieve Inc.or your technical sales Cured/reacted product may be disposed Amthane Inc.i and the manufacturer of representative. of without restriction.Excess liquid'A' all liability with respect to the materials. and'B'material should be mixed and their use thereof Basic PPE safety equipment is required together and allowed to cure,then for personal protection including,but disposed of in the normal manner. . not limited to:long-sleeve chemically Product containers that are"drip free" resistant overalls,rubber,nitrile,or may be disposed of according to local, latex gloves,splash shield or safety state and federal laws glasses with splash guards,rubber or leather.boots w/covers,full-face air WARRANTY&DISCLAIMER A purifying respiratory(APR)with ® Ar,,e„'thane appropriate riate cartridges or full-face The data presented herein is subject to g PP P _. supplied-air-respirator(SAR),and other change without notice and is not Arnthan 2 W inc 100 W Main Street Richmond,.MO 64085 p P 816.776.3015 F 816.776.3215 www.arnthane.com ' Town of Barnstable Building � T�,�:mwer:... a k,"„`^"'C,�"'?. k.y'ii3"uw"o"e;,*�.,.'.' "�"""°":'....".bP :�v". *'w="r`m'.,...�^"wr•^�: .s .'i'"`h �is;±, .W.<.-r^�°t� E��R°°r�^."�y" 'Post This Card SosThat it.is Visible From-the Street=.Approved Plans Must:be Retained on Job and this Card Must beFKept �' - .. MR2V9TABI.E. �, s.. s":�r-`.aM *�¢:� `"...,,..,. �.,..•mc� .. - ,r. .;-,y�,..m a z+ y � .� t � 2�, y. ,.. ,:. . 1639. IP osted Until Final Inspection Has Been_.Made sus _ k F , r Permit SWh?ere a CertficatofOccupMancy, IZequiredsuchBuildingshalf Nqt be;Occupied,until a Final,Inspection hasbe„e en made Permit NO. B-18-2696 Applicant Name: MICHAEL L LEBLANC Approvals~ Date Issued: 08/30/2018 Current User Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Dater 02/28/2019 Foundation: Residential Map/Lot 020 092 Zoning District: .RF Sheathing: Location: 205 SCHOOL STREET,COTUIT -- � ContractorName LEBLANC BUILDERS CO. INC. framing: 1 @ 4o I� f�d b Owner on Record: LEBLANC, MICHAEL L 8,MARY C LUDLOW '° Contractor License, 104364 �s r 2 Address: 40 CRAWFORD ROAD i X as Est Project Cost: $19,000.00 Chimney: COTUIT, MA 02635 n , Permit Fee: $146.90 o + asg Description: Partial finish of basement into study and bath room"',, Fee Paid. S 146.90 Insulation: �a as w < Final: ° o Project Review Req: OFFICE NOT TO BE USED FOR COMMERCIAL USE Date 8/30/2018 I 1°I J , Plumbing/Gas Rough Plumbing:. Building Official Final Plumbing: Rough Gas. This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six.m' i after ssuance. All work authorized by this permit shall conform to the approved appl cation'and the approved.construction documents for which this permit has been granted.' Final 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 Electrical work until the completion of the same. y 2! Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Off cials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: . 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.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. T Final' Work shall not proceed until the Inspector has approved the various stages of construction, �- Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �F JHE T Application Number.:... ..r..�. `� .�� ................... * 1ARNSl:�BLE, "* y MASS. g Permit Fee .............................. .......Other Fee. .......... s639• CFO MA'S A Total•Fee Paid............. / ...:. ... .. ...... .... ...... TOWN OF BARNSTABLE Permit Approval by.................................On..,........................ BUILDING PERMIT Map...................®............ ......Pazcel......... .� ...................... .. , APPLICATION Section I —Owner's Information and Project Location Project Address d 0e SC,k 0-0 . 15-1.1 eJ Village C©-rui Owners Name ? G C_h/$E 1 Z G 6,6/4�uc. 414® IY.4,&X C 6-B J.4AI G Owners Legal Address 10 C I?A W r-0 K 0 'R o,4 City � State Zip Gat 3�i Owners Cell# .yea — 0 E-mail L e:$1,41a c. 3 u l ate i s a- c e/yC'kjY- Section 2— Structural Use CY/Single/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Section 3 —Type of Permit ❑ New Construction ❑ Move%Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) . Finish Basement ❑ Family/ esty El Fire Alarm Rebuild El Deck �� Apartment �Lf��a L��`Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar 'AUG / 202018 R Renovation. ❑ Pool. ❑ E: Other`-Specify Section 4 - Work Description l ay X 17 Xi y s f 'e> F,4-7%"0s Last updated: 12/28/2017 Application Number.............................................:...... Section 5—Detail Cost of Proposed Construction It 9�`00-9,yD Square Footage of Project I�o Age of Structure g Safe Number Di � # Of Bedrooms Existing Total# Of Bedrooms (proposed) I . 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6 — Project Specifics i ❑ Wiring , , ❑ -Oil Tank Storage e F } ❑ Smoke Detectors a. Plumbing ❑ Gas (] Fire Suppression ❑ Heating System ❑ Masonry Chimney - ; j ❑ Add/relocate bedroom ❑ Water Supply Public Private ' Sewage Disposal El municipal �On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: �U � �'� ' 1. 4J I am using a crane Yes Section 7—Flood Zone Flood Zon e De signation ig nation Yes N Within or adjacent to a wetland, coastal bank. Section 8— Zoning Information Zoning District Proposed Use S�a�l� ! i/Y Lot Area Sq. Ft. �� Q/ Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed %.A 1 Side Yard Required Proposed Has this property had relief from the'Zoning Board in the past? ❑ Yes ❑ No Last updated: 12/28/2017 �TNE Town of Barnstable Regulatory Services sAMSTAIRZ Richard V.Scali,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Cornplete and Sign This Section If Using A Builder I, Michael and Mary LeBlanc ,as Owner of the subject property hereby authorize LeBlanc Builders Michael LeBlanc to act on my behalf, in all matters relative to work authorized by this building permit application for: 05 School Street Cotuit MA 02635 (Address of Job) **Pool fences and alarms are^the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name G'?Ily le Date t r1,//r,�,`�r�z-rna�rruea/(I.o`nC�aaeric/zeue/C office of Consumer Affairs&Business Regulation Registration valid for individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: TYPErCorooration Registration� Exoiration Office of Consumer Affairs and Business Regulation 144364== ry 07/12/2020 One Ashburton Place-Suite 1301 Boston,MA 02108 , LEBLANC BUILDERS CO:INC' '' MICHAEL L.LEBLANC 40 CRAWFORD RD , Not valid without signature WAQUOIT,MA 02536 r Undersecretary Construction,Supervisor 1&2 Family t Commonwealth of Massachusetts Division of Professional Licensure 'tee Board of Building Regulations and Standards -.84' . Construction�,Supe,rufsor.,1 &2 Family CSFA-057337 Y: t Expires: 07103/2019 MICHAEL L LEBLANCi n `. t1 40 CRAWFORD;,RDIPO BOX 1422�� COTUIT MA 02635 Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license The Commonwealth of Massachusetts Department oflndustrialAccidents 1-Congress Street,Suite 100 Boston,MA 02114-2017 a` www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Lealbly Name (Business/Organization/Individual):LeBlanc Builders Co. Inc Address:P.O Box 3414 City/State/Zip:Waquoit, MA 02536 Phone M 508477-3881 Are you an employer?Check the appropriate box: Type of project(required): L❑✓ I am a employer with 4+ employees(full and/or part-time).* 7. New construction 2.®I am a sole proprietor or partnership and have no employees working for me in 8. ❑✓ Remodeling any capacity.[No workers'comp.insurance required.] ' 9. El Demolition In I am a homeowner doing all work myself[No workers'comp.insurance required.]t 10 Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole. I L❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13. ROOF repairs These sub-contractors have employees and have workers'comp.insurance.t 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c: 14.[:]Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Associated Employers Ins.Co Policy#or Self-ins.Lic.M WCC-500-5007818 Expiration Date:01/01/2019 Job Site Address: 205 School Street City/State/Zip:Cotuit, MA 02635 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under t rpains andpenalties of perjury that the information provided above is true and correct Signature: i. Date: ® L11 7 Phone#:505 - 1 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� LEBLA-1 AGORO' DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 01/23/2018 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(ies)must have ADDITIONAL INSURED provisions or 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 endorsements. PRODUCER 781-293-6331 :'CONTNAME ACT J'R Hufnagle WM.F.Borhek Insurance Agency PHONE 781-293-6331 FAX 781-293-2171 311 Plymouth Street (A/C,No,Ext): (AIC,No): Halifax,MA 02338 E-MAIL ss-.jrhutnagle@borhekinsuance.com J R Hufnagle - INSURER S AFFORDING COVERAGE NAIC/ INSURER A:Arbella Protection Ins 41360 INSURED Leblanc Builders Co.Inc. INSURER B:The Ohio Casualty Insurance Co 24074 Linda Hann PO BOX 3414 INSURER C: Employ Associated Em to ers Ins.Co. 11104 . Waquoit,MA 02536 INSURER D: 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. INSR TYPE OF INSURANCE DDL UBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS B X, COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ . 1,000,000 CLAIMS-MADE ®OCCUR BKO58238794 12/31/2017 12/31/2018 'DAMAGE ETOERER'MSNTED^ 100,000 MED EXP(Any oneperson) 5,000 PERSONAL&ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY D PRO- '�LOC PRODUCTS-COMP/OPAGG $ 2;000,000 OTHER: COMBINED SINGLE LIMIT 1,000,000 A AUTOMOBILE LIABILITY - Ea accid n $ ANY AUTO 1020009636 12/04/2017 12104/2018 BODILY INJURY Perperson) $ AOWNED UTEEOSONLY Ix AUUTNOSULEEDp BODILY INJURY Peraccidenl $XA�RTOSONLY AUTOS ONNLY PROP. dent AMAGE UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAR CLAIMS-MADE AGGREGATE $ DIED RETENTION$ C WORKERS COMPENSATION - X 'PER OTH. AND EMPLOYERS'LIABILITY Y/N WCC-500-5007818 01/01/2018 01/0112019 STATUTE _ER 500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE - E.L.EACH ACCIDENT $ WFICER/MEMBER EXCLUDED? N/A SOO,000 andatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) l CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE J R Hufnagle ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD a. BUILDER TO CONFIRM ALL CONDITIONS AND DIMENSIONS ON SITE p U) 3 V Q E N 21*-9 3/4" y O E d() -- r.• -- -------- -- -- ----------'--- W V L-------------- � 3 0 EXISTING FLR JOISTS TO UNFINISHEDAREA. i -WEATHER-STRIP DOORS " -•--- � e \`"I'- t a EXI5TINGFFND WALL Y v O u_ IN5ULATE BETWEEN I` 4 EX FND WALL5 OFFICE En AND NEW 2X45 ' e-2 vz j r _Q 16"Or WITH IGYNENE FOAM r INSULATION -- . _ t\ HALLI.. \ IS I N EXI5TIN6....-e_,.:_•---1 , LALLY5 I I u 1"GAP > -- f STORAGE UNDER. 4 ! y o m - GLOS. •� EX,5TAIR5 1 I I yF 1 PT SILL ' --——---- --- --—-- --'J BATHRM SH ER .d. �. o • I. - SECTION 0 1/2"scale i _ —T,-S"— er I Date: .. Qy �, 1 b-23-18 . _-- - Revisions: r-svr uN. I Y I T-18-18 8-10-15 I � 8-16-78 -----� Final:- ' �� Q � SEPTIC - „• - l OFFICE and BATHRM LAYOUT 0 1/4"scale i 1 Application Number.......... ........... 10 Section 9— Construction Supervisor Name >/1 G b AF1 / L E-81A N Telephone Number fdk- y0® 0 G A�dress �(0 e ,4 W!rov0 R A City WA State *A Zip 025 3 G License Number 3!� Jcense Type C5.04Expiration Date Contractors Emailcell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 t CMR the Massachusetts State i ding Code. I understand the construction inspection procedures,specific inspections and documentation require by 7 and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name zeI314�uc oodcl-elfs zVe, Telephone Number Address V0 1 44 uJ60RA? ;F0 city State IYA' Zip 0269 v)c l 22 Registration Number ®y Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 8 CMR and the Town of Barnstable.Attach a copy of your H.I.C... r Signature Date J Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations.for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE 3 Signature Date 00 Print Name /fi 6hA'r-1 '� !' �� Telephone Number 0 L/0® G E-mail permit to: E'S I,�/lc Bull d of R- 4177 GuMC,AdT• 1116-r Last updated: 12/28/2017 Section 12 —Department Sign-Offs ' y Health Department ❑ Zoning Board(if required) El Historic District Site Plan Review(if required) ❑ Fire Department ❑ `. . Pit'. Conservation For commercial work,please take your plans directly to the fire department for approval, Section 13 — Owner's Authorization I , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work.authorized by this building permit application for: . j (Address of job) 1 Signature of Owner date � II Print Name 1 I I I r Last updated: 12/28/2017 0-� SCHOOL STREET , S Z� 89 05'55 E N /fig 5 0 0 , 134.74' Lo i xI m x . 22.9' oo. 34.0 Gar. N Op zr Exist, Fdn. ,�, 0 _ Q� TOF=87.0 o W o I U Z I 46.0' o Q Z I 20 0' I h a I Area 37,777 .± S.F, ; '' O 0.87 f AC. 12 Map 20 - Parcel, 92 y:: t cv co a 160.06, N 84'12'30" W TOWN OF BARNSTABLE ZONING ' BY-LAW STREET ADDRESS: J205 SCHOOL STREET, COTUIT`. ASSESSORS MAP 20 PARCEL 92 .. ' OWNER. KZONE RF DEED REF.I N ND 8K.A28066 PC.BAYE217Y LLC, SETBACKS . FRONT 30' fl �.•-,, 3 SIDE = 15' +.••.,„ I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL - REAR = 15' KNOWLEDGE, INFORMATION AND BELIEF THE FOUNDATION 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 ON THE GROUND. a TERRY BUIL T" ANN a. ; THE FOUNDATION DEPICTED 'ON THIS =, WARNER No 39T29 PLOT=PLAN . PLAN WAS LOCATED ON ;THE GROUND IN . BY SURVEY ON SEPT. 23, 2016 AND y BARNSTABLE, MASS. EXISTS AS SHOWN AS OF THE DATE OF LOCATION. SCALE. 1"=40' SEPT. 26, 2016 .� Ufa THIS PLAN 15 FOR PLOT PLAN TERRY A.. WARNER, P.L.S. -PURPOSES ONLY AND NOT FOR A • . 22 LONG ROAD RECORDING, DEED DESCRIPTIONS, HARWICH, MA. 02645 OR ESTABLISHING PROPERTY LINES. _ . (508) 432=8309 THIS PLAN IS VOID IFL NOT STAMPED AND SIGNED yIN RED. 0 20 40 80 '- PROJECT NO. 14-135AS t 5 i4il 8 09 I Perm i Ma �y •Parcel DEL f . Date: Estimated:1"os: 40 . : �ernizt Fee;$ Plans Submitted, ' .� � NO--V DEC 2014- aris ,eviewed: m— NO { Business License# "MIN 0.� �i , m Men Business formation: ':.-ope:-rty 4'w er f Job Location Information: Name: Name, 131afc Street: —1A - City/Town: �-Iwkj) r)PO ;ityr o�rrn; __I_�'? (? ► -�- Q S v Telephone: — ��f�y elyaiore: Photo I.D. regi,ixec Copy of?hoto LE1. attavhe^:• - YES „ O.... Staff Initial �_y 11Vl-�-unrestricted license . -2 _2-- estric d to dwelling sto es oT less and cowinercaai.up to-1 0 1.0 sq.' t,I2-stories or less Residential: 1-2 family ivlull,481l1113, Condo/Townhouses Other Commercial: office rz-atoll 1h.d gLial Educational Fire Dept. Approval l thrtio:nal_, Other . -Square Footage: mider 10,00.0 sq.:fi, ✓ __ o�Te- 10,000 •sq. fit:�� Ndmb bf Stories Sheet metal work to be completed: New 4,11-1,:�.� Renovation I-rVAC_ eta1 VTat: rsY�tixci l r�o n _ Kitchen Exhaust System Metal Cbimney `Vents� mm F Air 3alaacing. provide delazl�;d dr. zii�tior4 of work t ke done; ..--....,_.. -- ........... �_...... _..................._.�._..... . INSURANCE COVERAGE I have a ctirrent .insurance policy or lts.equtvalentwhich meets-tire requirements of NLG:L CIL 112 Yes Nc El � N, If you have checked fig,:indicate fife type-of cdverage.by checking the appropriate box.below: � i A liability insurance policy E1 tither type of indernciity ❑ Bond ❑ � . t;.,, i OWKE-R'S INSUP.ANCE WAVIER:l am mvare•ttrat the ricensee cfoea.•nof have the insurance coverage required by Chapter Ne ossachusetfs General laws,and that my.signature on'1his-permit applicadort:watyes-this requImment Check One Only x r Owner- ❑ Agent Sigr ature:of Owner or•Oyme -z Agent By checkdng this-b ,I hereby certify that all of the details•and Infonnation•1 have submitted(tSr eretetec!)reBardIng this appRc Won are true,arrd : aczurate to the best of.-my knowledge and tbaf all sbeet Ristal work arid inst dWons•performed under•the perrn#issued-forflvs.appricaticin will be In compliance with all pertinent provisiod-of the Massachusefts'Building Code and Chapter 112 of the General Laws. IDuct Fnspection rkulred priortc'insulatiori installation:YES , . NO ' :Protrress-.Insneefians ,• • Date C=e[is Final ingg cfion Date Commei is = Type of-Umnse BY ZMastor ❑Master-Restricted . 'Ityrrown , - ❑Jottmeypeison'. Signature of.Ubensee . 'emit# .]Journeyperson-Restricted ' • L)cense•�Iurritser: � �-� • =ee Check-at www_trrass'dowdol , rmpector Signature of Permit Approval i The gjprdrbuej,,f ar•,IVIA It-Mat Ac+ dem's, jvw Caton, if 4 92111 Zo �1zj".Q.. .. , Workers' COUPensx oz 1fizamanIce AP AforMm Legibly Name(33usiness/Chanmfii 'hidal):� t- I._1 _(� ��' Arr: ou an a�paloyer?Che the approprwe bike..___ -- hype afproject(required), 1.C T am a ezuplo;yer �itkt 1 ant a g cue.al coVi'ractoT Land T I a la aes f*ll vdici� � ba a� r d}fie sal-contractors 6. e�aonstructiu� . P Y ( put-finxe). 2.[] lama'sale pco cc 1 eri txr 1,ut�a cr- laz;ed it thc,'a'4 shed; aeet 7. Remodeling shap ad.have no ernploye.-ts 1 Ic,w sub-,o r-dri airs have 8; [ .nars htxon worldQ,r', fo. e,.;Y'my capracity, �Tiit}'CFyE� and have workBI�'" rlo workers' corup, ' ,--,u.'zaut;G `PS't1:5�J,:IK`�3YS 7' '•e.� � ��Sl�addition r clrure l.� ` � `�' a 4,cc z srsr non rind its 10.M Electrical repays or additxom '3. ] I air:a}some own r doiu iw'l work: offiRc cm cave es:wrcised dwii I...❑Plumbing zcpaixs or gdditions rxiyself: No 10Ek.ra'.(;Di p. ��1� ��q.zampticm per IAGL l:?[1 R00frepairs insu ri. e M jS L-ed,. Ir 1 y)a} LL I1 .I7t 5�1C1 R]ilTdE II0. . t T=h;- % FN.6 nor-ers' a orap..nisi .ante regdhred.] *Any.tappli=t thatch=k,bax#1 Truss~:also M out the sm.b rju-n lowc Dwtn 1 iT 'orl ccs'corr°peasatiUn puIicy iriform:t an.. H.o%tteov�urts wkto submit i davit iuuica ittg ,cyR a�Raul Ia w ovi l ct=lint"hits outside cpntrwtaxs:MUstisubmit s new a$►davit indimtizir wcib. t0ml taztors that check this box must teaarlvd.ffi a ditiMMI 41- t c.`Yhe sub-crnttractats and sfat :whether Of vot thane entities have emglo_fees.. If the sttb:otatrasiors have e> S gyees,.they ratist prR?t idt;thei umbcx:. I am an errtpkyer Mat ss.pravl&n;w rIxrs'co?npens atfou ra 2ce for hay errwplt�yees Beatow is..dhe poI y aid jcah site Instumce,Company Name:—.- ,(P: zrationDate,:: f 7ot�Site,�.i3{]i ss: U Cal ...�.�_,......_...w._.__.G`�'ty/Stat�JZZxp:r1�4Li�T..�'1'� Attach a ugiY of'tha4 wits iursl c ;ttzpa msutm Bol e y +i;k.clurzafiu':a,3�ge�shwwiggthe.pallryuu nber'amd expiration,da4). Fai lze.to :.ovv--ag;-'Z-:s ru-11 yred McLgr '2 5A r 152.c.an lead.to the Japosilibn of drunival penalties ofa £xnc p to$1,500.00 an ! Y one,.-ye rxpl s per rzm# ,a.s P 11 as ciyfl p cnalt.4;s in the font of 2;STOP WORK ORDER and a fine of up to 1250.00 a day a.gai�t'tlt-,Yiolatt,:e;Be 0fJTAV-,d t t:a m)r;J of t :tatt mm t may be forwarded.to tizc Office of InvwsIa a'on of the.i)x.A,-for znsmauce T do J ereby certify urstt:r the'ex"ns andpendtliw�r ,*+err r~�t,'u�; �zz ;it l�rt aart.prr+vaL d buYei S tyr a mid c ect x Si MAit y..c�.V&:r-i'dx?rc;ukAdaL �i.,:�.tza• f`orr'u:.__._._____.. �._._..._v_..:._._,_ �P'k�ui�zl�lc�n;sc�___;_ 4 •Iss'tring Aut oratg,(Circle e } I :36ard of He°altia.2.Bmlclt.bg DepattmetitI Cluk,4.: lectrieal I��ertQr 5,I"litmliing l speets�r ' ��ofttct.I,w,z,vops. � -METay Town of Barnstable .Regulatory Services p MACS mQ Richard V.Scan,Director 1659.Y"�� Building Division Tom Perry,Building Commissioner 200 Maia-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 A Builder ell l 9 .4 h'i as Owner of the subject roP e J P . nY hereby authorize`. . ✓/ /��• to act on my behalf, in all matters relative to work authorized bythis 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-p d and accepted. ., • S 9i nature of Applicant r 4/0" 2.1 /Print ame not Name . :.Date r • QFoRMS:oWNF.R.PMZkMSIDNPoors - OP ID: VT A��►RQ DATE(MMIDD/YYYY) �.,_. CERTIFICATE OF LIABILITY INSURANCE 11/14/2016 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 CONYRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED. REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ' IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) 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 CONTACT NAME: American Ins Agency Inc PHONE FAX ` 122 Quincy Shore Drive (A/C,No,Ext): VC No): North Quincy,MA 02171 EMAIL James J.Farren,CPCU,CRM ADDRESS: _ PRODUCER C®MFNI-1 CUSTOMER ID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED The Comfort Man Inc INSURERA:The Travelers1ndemn.Co of CT 67 lndustrial'Drive Mashpee, MA 02649 INsuRER B INSURER C: INSURER 0: INSURER E i _ 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. INSR TYPE OF INSURANCE DDL UBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER (MMIDDIWYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ MA E TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ _ CLAIMS-MADE F—IOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY I $ GENERAL AGGREGATE I $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ JECT POLICY PRO- LOC $ 7 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ( Q (Ea accident) ANY AUTO - - • BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident),$ SCHEDULED AUTOS s PROPERTY DAMAGE $ HIRED AUTOS I (PER ACCIDENT) NON-OWNED AUTOS I $ _ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _ EXCESS LIAB CLAIMS-MADE I AGGREGATE $ _ DEDUCTIBLE I $ RETENTION $ I $ WORKERS COMPENSATION �. X WC STATU- OTH- Y AND EMPLOYERS'LIABILITY TORY LIMITS J ER _ A ANY PROPRIETOR/PARTNER/EXECUTIVE M N/A E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) XEUB-7444Y23-A-16 08/09/2016 08/09/2017 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) 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. 200 Main Street Hyannis, MA 02601 -- AUTHORl1EDREPRESENTATIVE ' f CPCU,CRIB, OO 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered Tarks of ACORD "�. Accela Citizen Access Page 1 of 1 Announcements Register for an Account 1 Loam Need Help?For technical assistance in using this web application,please call the ePLACE Help Desk Team at(844)733-75221Q or(844)73-ePLAC between the hours of 7:30 AM-5:00 PM Monday- Friday,with the exception of all Commonwealth and Federally observed holidays.If you prefer,you can also e-mail us at ePLACE helpdesk(g-)state.ma.us.For assistance with non-technical,please contact the issuing Agency directly using the links below. Contact Alcoholic Beverages Control Commission Contact Division of Capital Asset Management and Maintenance Contact Division of Professional Licensure Translation Information-Click Here Document Attachment:In order to upload required documents,this system requires Microsoft Silverlight which can be downloaded for free here. Convenience Fee:Please note there may be a convenience fee for all online credit card transactions.There is no fee for online payment by check. Home Manage Licenses,Permits&Certificates File&Track Complaints i Please refer to the Licensing Entity's website for additional information regarding the status and'discipline information shown below. For DPL information,please visit the DPL website. For ABCC information,please visit the ABCC website. Information Pertaining To: Sheet Metal Master 5658 Licensee Detail License Number: 5658 Licensing Entity: Board of Examiners of Sheet Metal Workers License.Type: Sheet Metal Master Type Class: MI License Issue Date: 01/05/2011 License Expiration Date: 04/28/2018 Status: Current Current Discipline: Other Discipline: Name: DAVID A NAILOR s Business Name: DBA Name: r https:Helicensing.state.ma.us/CitizenAccess/GeneralProperty/LicenseeDetail.aspx?Licens... 12/19/2016 �. COMMONWEALTH:OF MASSACHUSETTS 1 a BQARQ QF Rm. p s f SHEEP EL, WORKERS y Ey4 4, x ' x �$S,UESTHE;3FOLLIOaW�NG LICENSE �� T AS AMASTER -UN RES'TgICED; 7 N - r UU0 F1�PPONSSEtTT 5 mksa.....+F .. �9 `Commof�WEALTH OF.MASSACHUSETTS x� ® • • - - • Is 5� IARD PLUMBERS {1N0 GRSFITTRSrV ry ` , w I S'SUES THE t FOLLOWI NG2L I CENSE;' " 1 DA FtQ A NAI LOR r f 6— �� Nlya��Ici�dl�L�d iq i • tb ,,' ,':. j(1 :3 3 IN I IYi ,K T Y" 6�10Y, 1�, lh "+ 4 VG?',��( .�VSURA�v� i�G, �IJ}7 p, 1 � =��ca CERTIFICATE OF LIABILITY INSURANCE DATEIAa�fDdYfYYI 1 T S - 'THS CERTIFICATE, IS ISSUED AS A MATTER OF WFORIViATRON ONLY AND CONFERS NO RIGHT8 UPON THE CEr~iTIFTCATE HOLDER.ER. TF35 CERTIFICATE 0011,81 NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXPEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING IN$UR(ER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE Ces nncATE HOLDER. Rtr1PpRTANIT: t cartifccat+:hoklar is an ADDITIONAL INSURED,tb®POUCAles)must be endorse .UBROGATION lS WAIVED,subject to the terms and Conditions of the policy,curtain policies May require eat endo6r anent. A statement on thfscertirurte does not conibr rights to the certificate holder In lieu of such endorsement . PRO17JOER kTACY Myccck Insurance A(pney NAME: 20 Sohool 5tragt, PO Box 437 506 428-3511 r N • (900) 420-S584 Cctuit, A!A 02635 E-MAILD • R cock@p cocka one .CG1G INSURE S AFFORDING COVRIRA6e NAIC uvsuReD �--- INSURFRA:SaLfat Ins1lJCance xib8 Comfort 19aiL, Inc INSURER B;Norfolk Dedham Commeroial Account INSURERC; 67 Industrial Drive INSURER°: NlastYTsee, Mh 02649 INSURER+;; �. INSUR9k F COVERA,GE3 --CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIF•f THAT THE POLICIES OF iNSURAFdGE LISTED BELOW HAVE BEEN ISSUED T.0 THE INSURED NAMED ABOVE FOR THE POL CY PERIOD INDOATBO. 1404iNITHSTANDING ANY REouaREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY RE ISSUED OR MAY PERTAIN,THE INSIARANCE AFFORDED BY TI-E POLICIES DESC7RIBEQ HEREPI IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AADCONDITION$OF SUCH POUGIE;.LIMITS 5Hf3Wd MAY HAVE BEEN REDUCED 13Y PAID CLAIMS. LTR, TYPEOFINSURANCE AimL POLI LTG" C RENIRALLIABIUTY PUUCY MUN@ER IdllCQ/1'YyY MNA7I.+Y1'YY LIMITS Ode QQO EMA0020013 6/26116 6/26/17 EACH OCCURRENCE ;Z X 00rrmERCIALGE*RALLIASILITY DA ET-RENTED 1 CLAIMStA.gGe OCCURPRFHISE&ffig $ 50 000 WDCXP(Aronrl� asa7 $ 5 QOO PEFSONALS.ADVINJURY 'I i J GENERAL AGGREGATE S 00() 000 CEN'L aGREGATELII.tiTAPPUESPER PRODUCT$-COIVPM'AgG $ ROLICY 17 PA.O 17 LOC B A+' 98ILELASIUTv I ELwn S 91020416A tO= g ANVAUTO BODILY INJURY (per parsort�S 0 b0 ALLUWNED SCH®UL60 AUTOS AUTOS i BGDILYINdUI?Y1?brgGUdn4 $ 300 000 NON-OVMED I , _HIREUAUT[l3 AUTOS - P CHTY y 1OO Ql1Ct I UIriFJ cr'ELLA LIAB t bi.CUR EACH OCCURRENCE $ EYC�GLIAB CLAI�s-IN DE ` AGCiI REGATE g GED R�tEr;T+D+dS I • ?! RICERE COMFEN13ATION $ j AND E APLDYERS'LIA9BJT'i I I VdCY ATJ- ANY PROPRJVOWPARTNER/E7ECUTNE YIN OFFICEMEWIER EXCLLOFD7 N I AI t FE L.EAL`H ACC CXM $ Id9andamry in Pahl I If �gi41b84tIC9f I I I E.L.DI% rE -EAEWLLTc S tRIPTIONOF&IRATICNswow E.L,4fSEA8E-PQLICY.LIMIT I$ OESCRIPMONOFOPKATIONSIL=r..ONSIVEHOLES(AI4u.11ACORD401,Adfifi"uJRunvA. 9SchedWe,itmom$Pacelarsqured) Heating Air Conditioning. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THIS ABOVE DESCMEED POLIZIE$BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL Be DEUVLRED IN Tolrrn' of Darnstable ACCORDANCE W" THE POLICY PROVISIONS. 200 Main Street Hyannis, t4A 02601 AM.ORIBR$+REPRLSENTAVVE Lisa E• Wcock 019884010 ACORD CORPORATION. All rights reserved. ACORD 25(201 NS) The AC ORD name And logo are registered marks of ACORD Phone; (508) 428-3511 Fart: (508) 420-5584 E-Mail: 1mvcock9m'Vcoekagen,cv.c0m TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �� Parcel Application # 6-17— Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH _ Preservation/ Hyannis Project Street ^Address S C 1-4 00 1 5+re,e-T Village +L) Owner K i n cI 51 G."D _A _ &A L"fi'y Address �® �C�X- 3 411/ V 4115 c,0r7' Telephoneh CL 1 `7 1 5018 L -7�- 3 991 �-1r+ a S�7 b Permit Request C ,4'T 1''-eC�N e H e a y X l`� '33� s S �T �r�/C�9Al✓�P��/�d d� ��°�iB�t�'�-J �,41 j�� v fi/61�1 7�os9`f J�fe L� �nT � 14 Le"1 4 4 Z J°.-ear d y Square feet: 1 st floor: existing proposed G 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 3 �� 111 sg rt Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Lit/ Two Family ❑ Multi-Family (# units) Age of Existing Structure a 014 u-ft1 Historic House: ❑Yes LPAo' On Old King's Highway: ❑Yes A No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) ® Basement Unfinished Area (sq.ft) Number of Baths: Full: existing. 3 new 0 Half: existing new v o Number of Bedrooms: 3 existing 0 new Total Room Count (not including baths): existing new First Floor Room Count v Heat Type and Fuel: ❑)Xas ❑ Oil ❑ Electric ❑Other Central Air: 04es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: U//existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use 5iNd1,e- bl4l?y Proposed Use S1,14/6 rANdq APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) - Name �� 1 G Telephone Number y 3hP/ ke J6 IB+jic. �Udttmi Address 0 L�1��en j '-RP !?u d� V X 2- License# �� 6 3 3 l I01A ® Z to�� Home Improvement Contractor# y 3 4 Email L Z f,1 Cc PJ(_ b U!I d e v 5 6 C 0 M tAJ7%Alec Worker's Compensation # W CC ,<®0�0 0 7d'-1e Zo16 ALL CONSTRUCTION DEBRIS LILTING FROM THIS PROJECT WILL BE TAKEN TO ty SIGNATURE DATE 0 5�10 ql a FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: o —� FOUNDATION � .. � FRAME P=� .m�4, _`� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL F GAS: ROUGH FINAL FINAL BUILDING a'& DATE CLOSED OUT ASSOCIATION PLAN NO. 1 TOWn of Barnstable Regulatory Services Richard V.S ector Danes. � �Dir__• ►` Building Division. Pant Roma,Building Commissioner _ 200 Main Street,Hyannis,MA 02601 www.town.barnstable.mans Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must `Complete and Sign This Section If Using A Builder I k l aJ S t ewt p �n EII L t _ , as Owner of the subject property hereby authorize ke e 1 a ac zU t ld-e✓j NL to act on my bebA in all matters relative to work authorized by this building permit application for: . A0 S ck0til Cvruy 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. ignatare of Owner S• tore of Applicant Aee- Print Name Print Name 1117 Date QXORMS:OWNIERPERMISSIONPOULS Town of Barnstable Regulatory Services dE Richard V.Scali,Director Building Division t : t Paul Roma,Building Commissioner s� �� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number village "HOMEOWNER": - name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less.and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who,owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs"more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible 1for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S.EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire-to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,.Section 2:15) This lack of awareness often results in serious.problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 0620/16 SCHOOL STREET 0 S 89705'55" E ]�j 00 ' 134.74' 1 Y Lo I I N 22.9' I 34.0 Gar. o O Q I 18.0"_ 9, O p ,ar Exist, Fdn. p' Q� d- -• TOF=87.0 o I 4 cN Z d ( 4 rp 0 3 � a1 ;L4 20.0 N ' Lo' W I Area v I 37,777 f S.F, v o II 0.87 f AC. s l v I Mop 20 Parcel• 92 J 160.00' N 64'1230" W TOWN OF BARNSTABLE ZONING BY-LAW STREET ADDRESS. #205 SCHOOL STREET, COTUIT :ASSESSORS MAP 20 PARCEL _92 OWNER: KZONE RF DEED REF.I N ND BKl:A28066 PC.BAY 217Y LLC SETBACKS FRONT = 30' SIDE = 15' l CERTIFY THAT TO THE BEST OF MY PROFESSIONAL REAR = 15' KNoKLEDGE, INFORMATION AND BELIEF THE FOUNDA77ON 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 ON THE GROUND. OF TERRY a` TERRY, "AS—BOIL T' ANN _ THE FOUNDATION DEPICTED ON ,THIS WARNER PLOT PLAN No. - PLAN WAS LOCATED ON THE GROUND IN BY SURVEY ON SEPT. 23, 2016 AND BARNSTABLE, MASS. EXISTS AS SHOWN AS OF ME DATE ' ,, OF LOCATION. ' " SCALE: 1"-40'. SEPT 26, 201P THIS PLAN IS FOR PLOTPLAN U TERRY A. WARNER, P.L.S. PURPOSES ONLY AND NOT FOR 22 LONG ROAD RECORDING, DEED DESCRIPTIONS, HARWICH, MA. 02645 OR ESTABLISHING PROPERTY LINES. (508) 432--8309 THIS PLAN lS VOID IF NOT W. ISTAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 14-135AS 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 Legibly Name(Business/Organization/Individual): LEBLANC BUILDERS CO, INC Address: P.O BOX 3414 City/State/Zip: WAQUOIT MA 02636 Phone#: 508-400-0968 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 5 4. 1 am a general contractor and 1 6 0 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 in an capacity. employees and have workers' `� . g y p ty 9. 1( Building addition [No workers' comp.insurance comp.insurance e a corporation and its 10. Electrical repairs or additions required.] 5. We ar 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#I 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. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: ASSOCIATED EMPLOYERS INSURANCE AGENCY Policy#or Self-ins.Lic.#: WCC5005007818-2016A ExpirationDate: 01/01/2018 / _ Job Site Address: off.D j �CtLL70 I J�d�� 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 aga' lator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the D for msuranc coverage verification. I do hereby certify un r the pains an penalties of perjury that the information provided above is true and correct Si mature: Date: a rh y�/7 Phone#: 508-400-0968 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#: V LEBLA-1 OP ID: DC ACORO" DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 06/08/2016 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(ies)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 'CONTANAME:cT J R Hufnagle WM.F.Borhek Insurance Agency PHo% No:71-293-311 Plymouth Street c . 2171 IL Halifax MA 02338 p-MA jrh6fnagle@hotmaii.com J R HRIiagle WSURERIS)AFFORDING COVERAGE NAIC 9 .. INSURERA:Arbelia Protection Ins - INSURED Leblanc Builders Co.Inc. INSURERS:Liberty Mutual Linda Hann INSURERC:Associated Employers Ins.Co. 11104 PO Box 3414 Waquoit,MA 02536 INSURERD: .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 TOAALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. PO LTRR TYPE OF INSURANCE _ IµSD POLICY NUMBER MMID CY EF MMID LIMITS B X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGETO RENTED CLAIMS-MADE r-X1 OCCUR CBP8562397 12/31/2015 17J31/2016 PREMISES Ea occurrence $ 100,00 MED EXP(Any one person) $ `5,00 PERSONAL&ADV INJURY $ 1,000,00 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 X POLICY❑PRO- JECT LOC PRODUCTS;COMPIOP AGG $ 2,000,00 OTHER: $-. AUTOMOBILE LIABILITY Ea aCOMBINED SINGLE LIMIT $ 1,000,00 A ANY AUTO 1020009636 12/04/2015 12104/2016 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE` $ DED RETENTION$ $ WORKERS COMPENSATION - - X AND EMPLOYERS'LIABILITY STATUTE ER H C ANY PROPRIETORIPARTNERIEXECUTIVE YIN CC-500-5007818 2016A M10112016 01101120W E.L.EACH ACCIDENT $ , 500,00 OFFICERRv EMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ :500,00 If yes,describe under DESCRIPTION OF OPERATIONS below - - E.L.DISEASE-POLICY LIMIT -$ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION TOWNBAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE: DELIVERED IN. Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street Hyannis,MA 02601 AIJrHORIZEDREPRESENrA71VE J R Hufnagle ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD QZ o J okety jr C o-f 0/_Y ,,g 'w�� 1rr.•�iunnparn�/�c�n'll J� —+. Office of Consumer Affairs&Business Regul ton f/ HOME IMPROVEMENT CONTRACTOR Registration: 104364 Type: r Expiration:. 7/13/2018 Private Corporation LEBLANC BUILDERS CO.INC. Michael LeBlanc 40 Cr awford Rd. WaquOit,MA 02536 Undersecretary Massachusetts-Department of Public Safety Board of Building Regulations and Standards Cnnstrutftnn?�nervisor t 3c 2 F+eriii'Dt License: CSFA-057337 AUCHAEL L]M ` 40 CRAWFORD lfb COTUff MA "Mr., �► Expiration Commissioner 07/03/2017 a License or registration valid for individual use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 Not valid without signature Restricted-One-.and accessory bW be=� Y dwellings or any ' Pective of size. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS L'censing inf1rmatlon visit: www-Mass.Gov/DPS j t Z� S 89 550 5" E IV�g. q g. 0 ' 134.74' I O I N m I I J 22.9' O W I ��` oa 34.0 Gar. No NK 18.0, I o ar Exist, Fdn. 0' s� i TOF=B7.0 V z I 4 0' ec20.0 O I I wI N o z W Area I �' � 37,777 f S.F, Q � Q) 0.87f Map 20 t, Parcel, 92 Co ' o // 0 160.00, N84j�o„ W TOWN OF BARNSTABLE ZONING BY-LAW STREET ADDRESS. J205 SCHOOL 57REET, C07UlT ASSESSORS MAP 20 PARCEL 92 ZONE RF OWNER: KINGSLAND BAY REALTY LLC DEED REF.: BK. 28066 PG. 217 SETBACKS : FRONT = 30' SIDE = 15' , REAR 15' I CER77FY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA77ON AND BELIEF THE FOUNDA770N PROPERTY LINES SHOWN HEREON SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS WERE COMPILED FROM AVAILABLE OF THE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE, PLANS OF RECORD AND VERIFIED ON THE GROUND. rtOP a TERRY ..�' AS— BOIL T g ANN �. THE FOUNDA77ON DEPICTED ON THIS WARNER a PLOT PLAN PLAN WAS LOCA T N'38721 ED ON THE GROUND BY SURVEY ON SEPT. 23, 2016 AND IN • EXISTS AS SHOWN AS OF THE DATE BARNSTABLE, MASS. OF LOCATION. '� , SCALE.- 1"-40' SEPT. 26, 2016 ' Jb Plat 91B PLR�REG.ROOM _———— • a_ Ct9/ pp%T•Ll6TOM LOL9. C YVIG`/cD CQQHIS . ® UN R4 OEGI ON P.T.FRAMEIE ------TOP OP'I • hr oE51 pt�� GaPAT —— ----------------------------------- low i ]'4 OONGREiE NiON ` , i . 1 ' I I --------------- i � I FR O N T E L E V A T 1 O N '---------- -------------- --------------------------------- ------- --... -----------7------ -- .w« .,...... SCALE. 1/4• . I'-O• B A-'I A- � F \ ' �TTURAL .a cacl:eT {1 UMAM RAKE JLL 11 v9b PLR a'FLCtID PLODR '� •. YV a �• \ I%9 IFE DEMME, VV OR P.T.P ME �� a L�10R — ------ -----— .---— ---— — --— —— ——————----—— 91B PLR.PIR91 I � TO P OF too' B———— — - -i-------------------------------------------- -- - ---------------------_--- ---'------------.,....----------------------------•-` TOP OP/ - ------- ------------ ------ a N . REAR ELEVATION 4 SCALE, 1/4- a I•-O• ]TO' 4T0' or T41 w' nu yr rwl w• va eA ---------------------------------------------------------- ----- --- ----- IP oV. 151 FO POLf�T T--------; BEAM POO1�i I+". ; W724'DAIA 916FOOi' inFaoTn�,TrPICAE - (711 4}X 9 1 4'L RMI �. ' __- 9VY DU LALLY i ___ VV SIMw30R mos-5 L r 8 • POOTIN6 ,ry2• BeAM ------------ PCO2:T } i a F� i �.—.—.—.—.—.— ILCY—L.— ' 0D 1 PIAII i 1` ____ ___ ______ ________________ - _________ ________ ____..___ _ __y �--_________ _ __ ______________ _ _ 9 V2'DIA LALLY 001.0LAP i79 W SURSOI LGfA9.95 �+ ON 24'X 24'X IP DEEP' FOOfMb 9 UP DIA LALLY cou►t1 M/91VWSON L=3A 55 LAP ON X 42 X W'Dt"FP gg�Xl POOTn M9 ro w• �e-u e1r r4 vc rb• -�er.• ----------------------------------------------- so r• 1910 '.S'... —. 19/4' 111/6'_�._. 1p1 19/4'%II VB' �I I.•'%Il l/B` , , LVL 1C ,LVL PFI:M tCYLary , 7�P'��-' 9 V701A LALLY GOLIAa ' ,k' 'r ON 51"24'XON-X 10-95 LAP T.� ID• , , , '7q _ Ogoom 24'%IP DffP FPAGT�l AFO' _ _ ___________________________________________ 4'DIA LALLY 02JP4V 92 P007118 VV Slto O LU984 CAP .F O142'X 42'X IP DEEP YV S 7P OF HALL fD 2X6 P1.SILL /9'XIY M.FROST YVJ.L EE1.01'♦t a ___ 'A , ANCHOR BOLTS•40'OL. 1. .0 FROM PmeI9 TYPIGN.I BFARIRS WALL g v MIN.(OJ 0OL19 PER SILL A 9 > ew• v� VATFD w mm X IP M:Ep— w• thL -Ar 1 IP CaCWTE FMC.WALL A: FOO1M6(BB.OVI ON 24'X 10'LOfV.FOOTINb; DEAKINS WALU ewe, MAWAW 4'-0'MINIW.M FROM 6RADE TO BOTTOM OF FODTM6 --------------- ONeRAGE I .. __________________________ ________ ___________________'___________ 6%b W29 IPF OFWXB' SLAG OVERW.9'DK IP wA .TIE$ LA99LFAD DOORa FO 24'DIA'B16FOOI' __ 9 -_�POORN",TYFILAL S e T OF WALL!rsz�- ------------ 4M.FROST PLAN m 3 b1 F.T. 0 •- P.T:ba0 fPW5M) )P.T.2A0IPL1Bil1 Zj U.".. 1 (_ s� .Pre � I g I I III o 4x4 Qo I �y �j Hj t�l 6xI6Pir.e I I I +x6 T vP .�o I ' 1 I 1YL.W4 — E. i I x I UP I Ail I�216 • S (p 1 91'r x 11 Vd LVL 9. I aZAM KLEW I I t o P.T. 2 CLIM P.T. 2x6 P.T. PT. 2x6 ELAP I= 82 m 012 low ,J B O O R FRAMING PLAN Air Leakage Property Organization HERS Mary Leblanc Home Energy Raters LLC. Confirmed (205 School Street 888-503-2233 04/20/2017 uit,.MA 02635 Andrew Popielarski Rating N6:31458 LCot — RateriD:5363711 Weather:Bamstable, MA Builder School Street 205 Mary Leblanc School Street 205 C14.6.big Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.17 0.12 ACH @ 50 Pascals 2.77 2.77 CFM @ 25 Pascals 883 . 883 CFM @ 50 Pascals 1386 1386 Eff. Leakage Area (sq.in) 76.1 76.1 Specific Leakage Area 0.00016 0.00016 ELA/100 sf shell (sq.in) 0.91 0.91 Duct Leakage Leakage to Outside Units 1st duct 2nd duct CFM @ 25 Pascals 59 25 CFM25 / CFMfan 0.0432 .0.0275 CFM25 / CFA 0.0309 0.0183 CFM per Std 152 N/A N/A CFM per Std 152 / CFA N/A N/A CFM @ 50 Pascals 93 39 Eff. Leakage Area(sq.in) 5.08 2.15 Thermal Efficiency N/A N/A Total Duct Leakage Units CFM25/CFA CFM25/CFA Total Duct Leakage `� 0.0309 0.0183 Ventilation Mechanical Exhaust Only ASHRAE ; Sensible Recovery Eff. (%) 0.0 62.2-2010 Total Recovery Eff. (%) 0.0 Rate (cfm) 61 63 Hours/Day 24.0 24.0 Fan Watts 14.5 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - Ventilation Requirements The ASHRAE 62.2 flow rates shown above are the CONTINUOUS mechanical fresh air ventilation which will meet the'whole-building requirement under that version of the standard. Both values incorporate any appropriate'infiltration credit'. Intermittent mechanical ventilation may be used if the flow rate is adjusted accordingly. For example, the runtime can be reduced to 12 hours per day using a doubled flow rate, as long as the system provides ventilation at least once every 3 hours. For more detail, refer to the appropriate standard. REM/Rate- Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. RESNET Hoene Energy Rating Standard Disclosure 4 For home located at: 205 School Street City: Cotuit State: MA I. �X The Rater or Rater's employer is receiving a fee for providing the rating on this home.' 2. ❑X . In addition to the rating, the Rater or Rater's employer;has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting X C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel P E. Other (specify below) 3. �X The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home X C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Rater's employer is a supplier or installer of products, which may include: Installed in this home by: OR is in the business of: HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder;developer, construction contractor, etc.) Rater Employer Rater Employer Other (specify below): Rater Employer Rater Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. To report any complaints regarding this Rater's service, please visit: http://www.energyrateIrsma.com/Feedback_New.html Andrew Popielarski 5363711 Raters Printed Name Certification# April 21, 2017 Rater's Signature Date RESNET Form 0300-2 REWRate- Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. O 1985-2016 Noresco, Boulder, Colorado. L r ti - P TOWN OF BARNSTABLE BUILDING PERMIT APPIJCATION � 1 Map ad Parcel o � 0 Application # Health Division BUILDING DEPT. Date Issued Conservation Division Application Fee JUL Planning Dept. Q 2016 Permit Fee /) Date Definitive Plan Approved by Planning Board TOWN OF BARNSTABLE Historic - OKH _ Preservation/ Hyannis `l. Project Street Address ©� sddoO/ S` llleel. kVillage ; o a Owner pia jSlAIOD &� R6tC-tq Address ?e R� V 1L09 apt N4 tjl`� Telephone Permit Request 15U>/d- dorn-e. U lihf 4#44ed 6AP�F5�5 4#0 %y ZJ1 Ae(/G CA41LI ej -fo �/uuy /4w a- .4ddr¢ium o l u0lkeur .J Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay �' ZS',c►oc 3 (,#vvf %�cv�rr � j Project Valuation Construction Type 1� (\ Lot Size '�� 4 C r�v�" Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑/ Two/Family ❑ Multi-Family (# units) Age of Existing Structure I ySj (h.Na 4istoric House: ❑Yes ❑'No On Old King's Highway: ❑Yes Er�o Basement Type: ❑ Full ❑ Crawl 34alkout ❑ Other R Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new '3 Half: existing new Number of Bedrooms: d existing Ynew Total Room Count (not including baths): existing ® new /� First Floor Room Count Heat Type and Fuel: ❑ Sras ❑ Oil ❑ Electric ❑ Other Central Air: UYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing 2/new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ NAttached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals thorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review Current Use 51i,�IC r�M//y N44411iflt Proposed Use fi file- f1414%y /ZY111Y100/4/ APPLI_CANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number e el tint 901JAIJ e �A o �`1337 Address �o �q�1Z n 'RQ License# a)L q°fir Home Improvement Contractor# 0 L/ 36 y CofUd-j HA 0.2t+3 Email 10 .n c '�ii i c1d.t � C 0 rn CAJ f M-1 Worker's Compensation #.. G G S'00�S'o0 ALL CONSTRUCTION DEBRIS RESULT4 M THIS PROJECT WILL BE TAKEN TO & utuye, SIGNATURE DATE FOR OFFICIAL USE ONLY f t APPLICATION # DATE ISSUED r; MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: FOUNDATION FRAMEL. -I C `} INSULATION S �, "R �'��jr FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: 7• ROUGH FINAL FINAL BUILDING FPli led CORM .e SAD 5-SA7 P F E DATE CLOSED OUT ASSOCIATION PLAN NO. 4 lkrl;<Q T,C# VP n4TV 205 SCHOOL STREET COTUIT MA PERMIT NUMBER 2016-00081 z Request to extend 6 months and revise. FOUNDATION PERMIT DATED 02/04/2016 DEMO COMPLETED AND EXISTING HOUSE REMOVED Description of project change. Purpose is to make kitchen larger and create a walkout basement on the right side of the house. • Increase will be 112 sq. feet which will increase upstairs floor also by 112 sq. ft. • Total new square feet would be 224 square ft. • Additional project cost is $39,000. • House still within setbacks as per zoning. • See site plan dated 7/14/2016 and stamped. --- 77.0' 20.0' 34.0' —23.0' PORCH GARAGE o HOUSE 0 0 0 vi N o tn. ro DECK PROPOSED BUILDING FOOTPRINT Drrco Tn RI III nimr_ AI AAIC 73.0' 20.0' M0' —23. Ti- 0' + PORCH GARAGE c� N o HOUSE N Lo ID b DECK 4.0� PROPOSED BUILDING FOOTPRINT REFER TO BUILDING PLANS 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 Legibly Name(Business/Organization/Individual): LEBLANC BUILDERS CO, INC Address: P.O BOX 3414 City/State/Zip: WAQUOIT MA 02636 Phone#: 508-400-0968 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 5 4. I am a general contractor and I 6 ✓ New construction employees(full and/or part-time).* have hired the sub-contractors listed on the attached sheet. 7. Remodeling 2. I am a sole proprietor or partner- sub-contractors have ship and have no employees These 8. Demolition working for me in any capacity. employees and have workers' 9 ✓ Building addition [No workers' comp.insurance comp.insurance? 10. Electrical repairs or additions required.] 5. We are a corporation and its 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 13. Other employees. [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors 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: ASSOCIATED EMPLOYERS IN AGENCY Policy#or Self-ins.Lic.#: WCC5005007818-2016A Expiration Date: 01/01/2017 Job Site Address: 205 SCHOOL STREET City/State/Zip: COTUIT, MA 02635 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 cerd nder t pa and penalties of perjury that the information provided above is true and correct. Si ature: Date: 07/18/2016 Phone#: 508-400-0968 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#: LEBLAA OP ID: DC DATE(MM/ooiyvrY) CERTIFICATE OF LIABILITY INSURANCE TE(MMF DrfY 016 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 policyOes)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(sk O PRODUCER CNAME:° J R Hufnagle Will.F.Borhek Insurance Agency - (A 781-293-Ml alc wo:781-293-2171 311 Plymouth Street C No E-MAIL oDREss. Halifax MA 02338 �jrhufnagle@hotmaii.com A J R HRriagle INSURER(S)AFFORDING COVERAGE NAIC S INSURER A:Arbella Protection Ins rNsuRR� Leblanc Builders Co.Inc. INSURER Liberty Mutual Linda Hann INSURER C:Associated Employers Ins.Co. 11104 PO Box 3414 Waquoit,MA 02536 INSURERD: 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. , - ILTR TYPE OF INSURANCE I POLICY NUMBER MM MLICY EFF MIDDIYYW - LIMA - B X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE: $ 1;000,0001 CLAIMS-MADE a OCCUR. CBP8562397 12/31/2015 12131/2016 PREMISES Ea occurrence $ 100,00 MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER:. GENERAL AGGREGATE $ 2,000,00 X POLICY❑ PRO-JECT LOC PRODUCTS-COMPIOP AGG $ 2,000,00 OTHER: AUTOMOBILE LIABILITY EOM11 tlEDtSINGLELIMIT $ 1,000,00 A ANY AUTO 1020009636 12/0412015 12/04/2016 BODILY INJURY(Per person) ALLOWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS (Per accident) $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORI(ERSCOMPENSATION AND EMPLOYERS'LIABILITY 00 C ANY PROPRIETORIPARTNERIEXECUTIVE YIN N 1 A CC-500-5007818-2016A 01101120111 0110'1120W E L EACH ACCIDENT. - $ -. 500,000 OFFICEWMEMBER EXCLUDED? (Mandatory in NH) EL DISEASE-EA EMPLOYEE $ 500,00 It yes,describe under DESCRIPTION OF OPERATIONS below E.L:DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is requiretQ CERTIRCATE HOLDER CANCELLATION TOWNBAR , SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE IIBILL BE DELIVERED IN : Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street - Hyannis,MA 02601` - AUTHORIZED REPRESENTATIVE J R Hufnagle O 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Town of Batnstable Regulatory Services r WAM Richard V.Scali,Director `'� Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 5087--790-6230 . Property Owner Must Complete and Sign This Section If Using A Builder is,Owner of the subject property herebyauthorize .��/ �. �` to act on m-.behalf, y in all matters relative to work authorized by this building permit application for. , (Address of Job) **Pool fences and alarm are the.responsibility of the applicant Pools are not to be u ' ' ed before fence is installed and all final A are per d and accepted:er 4igaature of Applicant Print Name Print Name s ., Date QYORMS:OWNERPERMISSIONPOOLS Town of Barnstable Regulatory Services p1F Richard V.Scali,Director Building Division an+ Paul Roma,Building Commissioner KAM M�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityhown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building_permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official - Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit.is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.1-5) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doe 06/20/16 C l2 0C) , C G�v e'r 1 Massaichusetts-Department of Public Safety Board of Building Regulations and Standards Suerrisar i &2 Familro nnstrucuan 337 License:CSF � nA MILL L LF01 owl COTUIT MA 02M Expiration J.,(.., 07/0312017 Commissioner riicerir.ii:errueu�� Re ulation rrs&Business g Office oIMPRumer Aff T CONTRACTOR Type. ME IMPROVE 043 oratiw �lstion: 1043fi4 Private Corp POT_ -71131 18 LEBLANC BUILD- S INC. Michael leBla d0 Cr�ord- d pndersecretarY W a4aoit,MA 02536 �3 License or registration valid for individui use onty before the expiration date. If found return t°ulation office of Consumer Affairs and Business Reg 10 Park Plaza-Suite 5170 Boston,MA 02116 Not valid without signature Restricted-One-and two-family dwellings or any accessory building thereto,irrespective of size. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS licensing inf°rmation visit: www.Mass.Gov/DP5 Ar Office of Consumer Affairs and Business Regulation' J 10 Park Plaza - Suite°5170 v Boston,Massachusetts 02116 ' Home Improvement Co tractor Registration . aY Registration: 104364 ; Type: Private Corporation a _ r _ Expiration` 7/13/201.8 Tr# 419291 t>; LEBLANC BUILDERS CO. INC. i Michael LeBlanc --- P.O. Box 3414` g - �� ;t .,W x Waquoit, MA 02536. E — --- Update Address and return card.Mark reason for'change.; Address ❑.Renewal [j Employment Lost Card S,CA 1 Ea 20M-05/11 C�i7r .f narruzraztacri�/ o/C�C�c:iOrir�n nl�J L\� Office of Consumer Affairs&Business Regulation License or:regis tration valid'foo individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: �±" Registration „104364 Type: nd Business Regulation "10 Park Plaza Suite 5170 Office of Consumer Affairs a Expiration 7/13/2018 Private Corporation Boston,MA 02116 LEBLANC BUILDERS CO TNC Michael LeBlanc 40 Crawford.Rd; ` Waquoit,MA 02536 Undersecretary Not valid without signature ` j Leo "71 AV�✓C'Gmige to Wood Cwiisft'i€cti0rir ire11igh PJ3n.d,4_ieas 110 pYi riad Zoi,e l OF 4 Massachuse is Cheekliffst for Cormplia-ke (780 CMR 53011.2.11.1)i Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust).................................................................. ...............:..................................110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories ....................:.:.......................................(Fig 2)....................I........ stories 5 2 stories RoofPitch ...................i......................................................(Fig 2) .......................................: 12:12 MeanRoof Height ................::...........................................(Fig 2)...........................................,,, ft <_33' BuildingWidth,W ......................................:.:.:...............:....(Fig 3)......•......................................... ft 15 80' BuildingLength, L ..............................................................(Fig 3)...........:....................-............... ft :580' Building Aspect Ratio(UW) .....................:.........................(Fig 4).............:................................,x i 5"3:1 Nominal Height of Tallest Openingz ..................:....... ........(Fig 4)...............................:................'1-a<_68" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)..............::................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete....................`..::................................_................................. .........................:..... ConcreteMasonry ...........................:......................................... ................................................................. ` 2.2 ANCHORAGE TO FOUNDATION"' 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only k it Bolt Spacing-general .... 4)............................................... _40 in.j 3;+ Bolt Spacing from endfoint of plate .............................(Fig 5)...........:.........................."in. <_6"-12,, Bolt Embedment-concrete.........................................(Fig 5).............. ..................................�in. >_T: Bolt Embedment-masonry%..........................................(Fig 5)...:..:....:................................ in. >_ 15" PlateWasher............:........?...........................................(Fig.5).......................................:........>_3"x 3"x'/4" 3.1 FLOORS Floor framing member spans checked .........:.....................(per 780 CMR Chapter 55).:.........:.........:.............. Maximum Floor Opening Dimension...................................(Fig 6):..........................G/2ft<_ 12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6).'..:................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walis or Shearwall.........:......(Fig 7)............ ......._�L ft s d ' Maximum.Cantilevered Floor Joists1 r Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft s d Floor Bracing at Endwails..............r.................:.......,..........(Fig 9).................................................................... Floor Sheathing Type ...........................................................(per 780•CMR Chapter 55).......................... in ' Floor Sheathing Thickness ...................................:..............(per 780 CMR Chapter 55).:................... n. Floor Sheathing Fastening....................:..............................(Table 2).._6d nails at in edge/�2 in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).............. .......... 2 ft 10' Non-Loadbearing walls...::............................................(Fig 10 and Table 5).....................:L ft s 20' Wall Stud Spacing ......................................... (Fig 10 and Table 5)...................J-6 in.5 24"o.c. Wail Story Offsets ........................................................(Figs 7&8)............................................. -ft s d 4.2 EXTERIOR WALLS' Wood Studs ?� Loadbearing walls.............:...........................................(Table 5):.............................2x4- ft in. Non-Loadbearing walls............................................. (Table 5)..............................2x_f ` ft in. Gable End Wail Bracing', Full Height Endwall Studs............................................(Fig 10)................':................................................ N WSP Attic Floor Length...............•........................ ........(Fig11 :...... ..,. ft_W/3 Gypsum Ceiling Length(if WSP not used)......:............(Fig 11)........................ >_0.9W of MASS, 2 x 4 Continuous.Lateral Brace @ 6 ft. o.c. .. (Fig 11)..............................'.............................. Top Plate r AA O\GNE D e Length ••......:................................................(Fig 13 and Table 6}. I.:rL....VJi l -..!... T. GU30, i e Connection (no. of 16d common]n if ......:.......(T able 6).....................................................:.... c� � SaVG �'A o S No 3A �o 4 ` r A WCGidde to Wood Consi•.=�cdon n 121igh Wind Area�o Mtnp{� �a��Zone Massachusetts Checklist for CO PJja to (780 CMR 5301.2. .1)' Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)......................................................... Non-Loadbearing Wall Connections Lateral (no. of endnailed 16d common nails)..E.......:....(Table 8)........:............................................... Load Bearing Wall Openings(record largest opening but check all openings for compli nce to Tabl in HeaderSpans ........................................................(Table 9)............................, ft in.s 11' Sill Plate Spans ..... (Table 9).............................. Z ft in.5 11' Full Height Studs (no.of studs) .....:........_....... ...........(Table 9)...............,.:.....................,................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)...............................,... ft in.<_ 12' Sill Plate Spans........................................:...................(Table 9)........................:......... ft in. <_ 12" Full Height Studs(no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension, W - Nominal Height of Tallest Openingz ............................................................................:6L<6'8': SheathingType....................:.........................(note 4).......:...........:....................I............. L r Edge Nail Spacing........................................:.(Table 10 or note 4 if less)........................ in. Field Nail Spacing...............:................:..........(Table 10)................................................._4_Z in. Shear Connection(no.of 16d common nails)(Table 10).............................................. � N�...... Percent Full-Height Sheathing .... Table 10 ............:............................ . 5%Additional Shea y for Wall with Opening>6'8: (Design Concepts). ......... �.� Maximum Building Dimension,L =' Nominal Height of Tallest O enin z <6'8- SheathingType...............................................(note 4)........................;.............................. I/V: 1 Table 11 or note 4 if less ........................ in. , Edge Nail Spacing..............:..........................( ) Z Field Nail Spacing................... .......................(Table 11)..............;........................;......... ym. Shear Connection(no.of 16d common nails)(Table 11)............................................... ( t f? Percent Full-Height Sheathing.......................(Table 11)........................................... ..... o _ 55/o Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..(...........3�2. Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked? ....•....:.............(For Rafters use,, 1WC Span Tool, see BBRS Website) Roof Overhang ............................... ...:.... .i,....(Figure 19)..... ...... ft<smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls- e Proprietary Connectors 32 -�.3�5 . " Uplift.....................................:.....: ..(Table 12)......... ...... ..... U=!r-- Ridge ¢ aS Lateral......... ..............(Table 12)......... ...........L= Shear........... ..... .. ....(Table 12)....I.... ...S= Strap Connections, if collar ties not used per page 21..... (Table 1 i).:�9:� *,.� ...•.T= —b,L Gable Rake Outlooker.................1....................... (Figure 20)..... ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors ..:..............(Table 14).................... .....:................U= —+ lb. hin T Lateral (no: of 16d common nails):'.(Table 14) Chapters......................L _ lb. Uplift...........:............. ..... s 58 an 59 . Roof Sheathing YP . (p P ) """"'�"••"' Roof Sheathing Thickness.................... ...................... .. . ......................... .Q...... m.>_7116"WSP Roof Sheathing Fastening ......_................:....................(Table ...�....Blc .:.:�,�Y�C- • Notes: 1. This checklist must be met in its entirety,:excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud.Hold Downs per Figure 18a 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimpm 2 in. nominal thickness. pressure treated#2-grade. Of MAssq�,y /� C / Cu0►L RAL n -iX77 No pie ^) FSS ONA�G�� Town of Barnstable Building , �.�stl`` , ,�:.?«,: .� Any^, , .T�.,y z^"•k w•- ^�v. •' 'ri .' "".,tffi ._.`a`" _u..,x �Y Post This,Gard So.That itmis'Visible From he Sheet Approved Plans Must be Retained on,Job and this Card Must be,Kept i &MUMAB1�.. 3 ' a titik� ;� .-r *` `^, 2�^^ x6 ;� ��`a6S4 WhereNa Gertificat "M "" , }4 h'n` h sll N t be Occu zed until a'Final:hrs ection has' Permit e of Occupancy�s.Requ�red,-such Builds g s a o . p.,_ p be,en made �.:�v: .„�� ':R�LTui..,.,�'Lw_ti:L&i+:.aa.....,:�'�uiaau.iw3ec!C.ww.rs_...emu • ..�sk�::-..is.WSJ.r.+:swv.+ue..'la+..:..Aau..w::Fdr:.+..,,.....:.dv...r.. _ .••••...�%}ti�Y9Y]� .wiw:.iMwA AnL`. Permit No. B-2016-0081-1 Applicant Name: LEBLANC BUILDERS CO INC Map/Lot: 020-092 Current Use: 1010 Zoning District: RF Date Issued:- 02/04/2016 _ Permit Type: New Construction-Rebuild House After Expiration Date: 08/04/2016 Contractor Name: LEBLANC,MICHAEL Teardown Contractor License: NULL Location: 205SCHOOL STREET,COTUIT Est Project Cost $325,000.00 ,� . Owner on Record: HAMBLIN,STEPHEN C&MERRI G _ "Permit Fee ; $ 1,832.50 Address: PO BOX 482 •Fee Paid: 1,832.50 COTUIT , MA 02635 Date: YR 2%4/2016 Description: REBUILD 3 BEDROOM HOME AFTER TEARDOWN ATTACHED GARAGE AND 14X24 DECK 6 month permit extension granted per Jeff:Lauzon on 7/27/2016 Project Review Req : REBUILD 3 BEDROOM HOME AFTER TEARDOWN ATTACHED4GARAGE AND 14X24'`DECK 6 month permit extension granted-per Jeff Lauzon on 7/27/2016 ' x r Building Official 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. All construction,alterations and changes of use of any building and structures'shall be incompliance 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 work until the completion of the same. 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 " v . 1.Foundation or Footing 2.Sheathing Inspection ' . 3.All Fireplaces must be inspected at the throat level before firest flue lining is mstalled a ' 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT s i TOWN ' 'OF BAR'NST. ,.ABL:E _ Building Department - 'Foundation Permit { +_ Date 1.1 y1 Permit # 2d 1 y o 1 +Name Location N tT- � ,� �� i � p�� Fr• ES vmm ra I }. Lnsp. of Bidgs: � .,_ D D Dw Town of Barnstable Building Division 200 Main Street, Hyannis, MA. 02601 h 1 Re:205 School Street,Cotuit MA Permit 2016 0081 Dated 02/04/2016 Request for an,extension for 6 months to start project. Note:original house removed and lot cleared new foundation. h Dear Jeffrey: it This is a formal request to extend our building permit to build a new house at the above location.We k have completed the demolition and ready to start. Sincerely, Michael L Ian Leblanc Building Company, Inc "(//4 . row � �� N o�� LEBLANC BUIU?ERs COMPANY.:INC•P4 BOX 414+WAQUQIT,MA+02536'(508)420.9838 fqX OW)420.9002 7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map - Parcel 0 �� Application # ,t Health Division— — Date Issued tw Conservation Division Application Fee IOU 3 a Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address ;L 0 hoc i Village C ��Owner kirl q sl a0v 8Ay T�ca14y Address P� C��:� 3y 1V wa,i.;,ri7- Telephone o 7� -3,pp1 0 S-34- 0� PermitRequest -e-rnn cto(L.. r<_P.,UiL y1 rn�t Acime, C-r, 3e ,S � v pl4.vi ATI4cl4rd. (41m. > yX Xy Square feet: 1st floor: existing uI4 proposed /fi y 2nd floor: existing A,11A proposed Total new afo 60 Zoning District Flood Plain u/,4 Groundwater Overlay A1/4 !�liJ-11 Q Project Valuation *3 3 yj 40 y Construction Type W o 00 A<4 tarp ® Lot Size 31 17 s 9 f ' / 04-7 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .L1 Two Family ❑ Multi-Family (# units) Age of Existing Structure / J�p Historic House: ❑Yes 3/No On Old King's Highway: ❑Yes I No 10 Basement Type: Li/Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft_) ® _ Basement Unfinished Area (sq.ft) 0-, r Number of Baths: Full- - new ' ` '? j 0 �l y J Half: existing new me..µ Number of Bedrooms: �l Ca existing new Total Room Count (not including baths): existing ) new First Floor Room Count J I Heat Type and Fuel: �I/Gas ❑ Oil ❑ Electric ❑ Other Central Air: M Yes ❑ No Fireplaces: Existing 6 New _� Existing wood/coal stove:__.❑Yeg W No Detached garage: ❑ existing r .'yew size_Pool: ❑ existing ❑ new size _ Barn: O existing 0 new 2size_ Attached garage: ❑ existing 3 new size _Shed: ❑ existing ❑ new size _ Other: - Zoning Board of Appeals Authorization ❑ Appeal # A1,4 Recorded ❑ M Commercial ❑Yes U(No If yes, site plan review # �l14 1"� /c r4 rni'l Current Use S f Y Proposed Use fii��,/E ��Gar!1 Ii-eSid.ea,ri9�- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name A C 114e4 �-f d/Q ovf Telephone Number 3'Gd y z7 3,#Vl 4-e /. i&4f /30i/ -4011 s _I've- Address q,12- License # C5'- 03 1337 �yie Improvement Contractor# - _ -- Email Worker's Compensation # t-JC C J od_ 5100 r/Ay ALL CONSTRUCTION DEBRIS RESUL FROM THIS PROJECT WILL BETAKEN TO 8 O 02 A)e_ 1-�4 or fr/; q X SIGNATURE DATE Z b's— FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION { , FRAME r, • INSULATION FIREPLACE - ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT } ASSOCIATION PLAN NO. a �, The Commonwealth of Massachusetts �:�`�' ' Department of Industrial Accidents Office of Invesfigations 600 Washington Street Boston,MA 02111 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeZibly Name(Business/Organizafiowb(iividual): l e glawc. Plldllf eo Address: 4 3Y1Y City/State/Zip: UJq V io¢ /y4 d 2 3% Phone#: X// 3 d1/ Are you an employer?.Check the appropriate box: Type of project(required): 1.L°�l I am a employer with 3 4. ❑ I am a general contractor and I 6 [i�New construction (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.insurance.1 required.] 5. ❑ We are a corporation and its 10.❑EIectrical 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 isproviding workers'compensation insurance for my employees. Below is thepolicy andjob site information. Insurance Company Name: Policy#or Self-ins.Lic.#: G<. S"G 0 J 7dP/ 0/" Expiration Date; %z 016 Job Site Address: °�4✓fG � ff��ef City/State/Zip: '4A�/ ''� d2�p 3l 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' coverage cation I do hereby certify un pile of perjury that the information provided above is true and correct Signature: Date: 12 ®0w Phone#: ral Official use only. Do-not write in this area,to be completed by city or town official 2 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#: - Information and 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 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 thereto shall not because,of sucli employment be deemed to bean employer." MGL chapter 152,"§25C(6)also states that"every state or Iocal 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." . Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall �- compliance with the insurance ors until acceptable evidence of con lian enter into any contract for the performance of public w p p 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 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. 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. �:e umber which will be used as a reference number. In addition,an applicant Please be sure to fill m the permit/license n PP 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 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 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: . The Commonwealth of Massachusetts " Department of Industrial Accidents Offiee of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-377-MASSAFE Fax#617-727-7749 Revised 4-24-07 www.mass.gov/dia WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue, Burlington, Massachusetts 01803-0910 (800)876-2765 NCCI NO 40959 POLICY NO. I WCC-500-5007818-2016A PRIOR NO. I WCC-500-5007818-2015A ITEM 1. The Insured: Leblanc Builders Co Inc DBA: Mailing address: Po Box 3414 FEIN:**-***2044 Waquoit, MA 02536 Legal Entity Type: Corporation Other workplaces not shown above: See Location 2. The policy period is from 01/01/2016 to 01/01/2017 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA, B. Employers'Liability Insurance:Part Two of the policy applies to work in each state listed in item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident $ 500,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 500,000 each employee C. Other States Insurance: Coverage Replaced by Endorsement WC 20 03 06 B D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 37139 INTER, SEE CLASS CODE SCHEDLI E Minimum Premium $550 Total Estimated Annual Premium $5,263 GOV GOV Deposit Premium $1,386 STATE CLASS MA 5606 State Assessments/Surcharges $4,833.00 x 5.7500% $278 This policy,including all endorsements, is hereby countersigned by 11/10/2015 Authorized Signature Date Service Office: William F Borhek Ins Agency 54 Third Avenue 311 Plymouth Street Burlington MA 01803 Halifax,MA 02338 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with its permission. REScheck Software Version 4.6.2 p . Compliance Certifit'ate , Project Leblanc Building' Energy Code: 2012 1ECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: New Construction Orientation:- Bldg. faces 0 deg. from:North Conditioned Floor Area: 2,700 ft2 Glazing Area 10% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 205 School Street Leblanc Building Colony Insulation, Inc Cotuit, MA `PO BOX 3414 28 Jonathan Bourne Drive Waquoit,'MA•02574. Pocasset, MA 02559 Compliance: 0.3%Better Than Code Envelope Assemblies Gross,Area Cavity Cont. Assembly or U-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,800 38.0 0.0 0.030 54 Ceiling 2:Cathedral Ceiling `290 :30.0 0.0 0.034 10 Wall 1:Wood Frame, 16"o.c. .800 20.0 0.0 0.059 42 Orientation: Front Window 1:Wood-Frame:Double Pane with Low-E 70 0.280 20 SHGC: 0.50 Orientation: Front Door 1:Solid 20 0.280 6 Orientation: Front Wall 2:Wood Frame, 16"o.c. 710 20.0 0.0 0.059 34 Orientation: Back Window 2: Wood Frame:Double Pane with Low-E. 100 - 0.280., 28 SHGC: 0.50 Orientation: Back Door 2:,Glass 1,.36 0.280 10 SHGC:0.50 Orientation: Back Wall 3:Wood Frame, 16"o.c. 570 20.0 0.0 0.059 30 Orientation: Left side Window 3:Wood Frame:Double Pane with Low-E 46 0.280 13 SHGC: 0.50 Orientation: Left side F Door 3:Solid 20 0.280 6 Orientation: Left side Project Title: Leblanc Buildiing Report date: 12/28/15 Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\Leblanc-12-28-15- Page 1 of 9 205SchoolSt-Cot.rck 4 Gross Area Cavity Con.t. Perimeter Wall 4:Wood Frame, 16"o.c. 630 20.0 0.0 0.059 37 Orientation: Right side Wall 5:Wood Frame, 16"o.c. 44 20.0 0.0 0.059 1 Orientation: Right side Door 4:Glass 30 0.800. 24' SHGC: 0.50 Orientation: Right side Floor 1:All-Wood JoistiTruss:Over Unconditioned Space 1,750 30.0 0.0 0.033 58 Mechanical Equipment Forced Hot Air Gas 90 AFUE 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 2012 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: Leblanc Buildiing Report date: 12/28/15 Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\Leblanc-12-28-15- Page 2 of 9 205SchoolSt-Cot.rck " REScheck Software Version 4v6.2 Inspection Checklist Energy Code: 2012 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 w i x P slan Verifked field Verofied ` q Pre-Ins ecti.on/Plan RevreNt �Vatue� Value Co►nphes� �Ccmrnents/Assumptrons� - &`ice I-D` P ''' � �m ,. ,. 103:1, 'Construction drawings and ❑Complies 103.2 `documentation demonstrate...❑ m g Does Not " [PR1]1 energy code compliance for the x building envelope. e ❑Not Observable ❑Not Applicable 103:1, lConstruction 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 �i t ❑Not Applicable ;dwelling units must demonstrate � ,compliance with the IECC a= ;Commercial Provisions. 302 1 �IHeating and cooling equipment is Heating: Heating: '❑Complies 403 6 sized per ACCA Manual S.based Btu/hr _, Btu/hr ❑Does Not [PR2]z on loads calculated per ACCA Cooling: Coolin Manual J or other methods g' g ❑Not Observable Btu/hr_ Btu/hr" i]Not Applicable i approved by the code official. pP Additional Comments/Assumptions: y s IT gh Impact(Tied) 2 Medium Impact(Tier Low Impact(Tier�3) Project Title: Leblanc Buildiing Report date: 12/28/15 Data filename:\\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\Leblanc-12-28-15- Page 3 of 9 205SchoolSt-Cot.rck Section - # Foundation Inspection Complies? Comments/Assumptions &Req.lD i ' 303.2.1 A protective covering is installed to ;❑Complies [F011]2 . }}protect exposed exterior insulation UDoes Not t and extends a minimum of 6 in. below„ 3grade. ,❑Not Observable; ❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies ' [F012]2 I installed. ❑Does.Not ` ' -- S + ;❑Not Observable; ❑Not Applicable,1 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2'Medium Impact(Tier 2) •;3 Low Impact(Tier 3) Project Title: Leblanc Buildiing Report date: 12/28/15 Data filename:\\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\Leblanc-12-28-15- Page 4 of 9 205SchoolSt-Cot.rck i `Section - Plans Verified•" •Fie idhVerlfied � # 1Framing/Rough-In Inspection Complies?---> Comments/Assumptions:, &Re ID I Value Value ` ..- , q 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 402.1.1, ;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 j❑Not Applicable [FR211 303.1.3 i U-factors of fenestration products "$1 '` ❑Complies � ? [FR4]1 are determined in accordance ❑Does Not ;with the NFRC test procedure or taken from the default table. � � []Not Observable I ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier a" � '❑Complies ., [FR23]1 installed per manufacturer's , ' „ ❑Does Not instructions. ❑Not Observable i ❑Not Applicable 402.4.3 ;Fenestration that is not site built ,� , t ❑Complies [FR2011 ;is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 'KF , • 1 ❑Not Observable for has infiltration rates per NFRC ,r � ` F400 that do not exceed code �� Not Applicable �limits. 402 4 4 IC-rated recessed lighting fixtures � �° ❑Complies [FR16j2 sealed at housing/interior finish � a ❑Does Not �; and labeled to indicate '2'.' cfm leakage at 75 Pa. ❑Not Observable Vv 1 ❑Not Applicable � w 405.2 All ducts in unconditioned spaces R- R- ;❑Complies [FR25]1 .or outside the building envelope 4 ❑Does Not ;are insulated to>_R-6. ❑Not Observable ;❑Not Applicable 403.2.2 ;AII joints and seams of air ducts ❑Complies [FR13]1 :air handlers,and filter boxes are ❑Does Not sealed. ❑Not Observable []Not Applicable 403 2 3' !Building cavities are not used ass v ❑Complies, [FR15]3 ducts or plenums.. � �ar ❑Does Not 4 ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- R-_ ;❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not below 55 4F are,insulated to>_R ❑Not Observable 3. ❑Not Applicable 403.3.1 ,Protection of insulation on HVAC ❑Complies [FR24]1 ;piping. ' ` `❑Does Not a -]Not Observable f ❑Not Applicable 403.4.2 . Hot water pipes are insulated to R- R- I❑Complies [FR18]2 " >-R-3. ❑Does Not i❑Not Observable ❑Not Applicable 1 1 High Impact(Tier 1) 7-+Medium Impact(Tier 2) ,,-3, Low Impact(Tier 3) Project Title: Leblanc Buildiing Report date: 12/28/15 Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\Leblanc-12-28-15- Page 5 of 9 205SchoolSt-Cot.rck I Section j Plans.Verified i'Oid1 Verified n # -!Framing Rough-In�tnspection Complies?: Comments/Assumptions & Req.ID': Value , "Value 403.5Automatic or gravity dampers are ❑Complies [FR19]2 . i installed on all outdoor air N❑Does Not Iintakes and exhausts. ❑ y. Not Observable I o- ❑Not Applicable Additional Comments/Assumptions: f . 1 High Imr act Tier 1 2 Medium Impact(Tier 2) v 3" Low Impact(Tier 3) ( ) Project Title: Leblanc Buildiing Report date: 12/28/15 Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\Leb lane-12-28-15- Page 6 of 9 205SchoolSt-Cot.rck I , Section Plans' � F►eld'VerifiedT°'` '• # Insulation Inspection ��Value'.- � „�Comp le.- Cc-n11Me is/Assumptions Req.ID Value .. 303 jAll installed insulation is labeled � �' ��r.❑Complies [IN1332 or the installed R-values El Not provided. >> t m' ❑Not Observable mJ1, v ❑Not Applicable 402.1.1, ;Floor insulation.R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ° ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable t j❑Not Applicable 303.2, ;Floor insulation installed per ; ❑Complies 402.2.7 manufacturer's instructions,and �" r ❑Does Not [IN2]1 ,in substantial contact with thek;` *� 'underside of the subfloor. ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a, R- ? R- ❑Complies See the Envelope Assemblies 402.2.5, cmass wall with at least 1/2 of the ;❑ Wood ❑ Wood :[]Does Not table for values. 402.2.E wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable_ [IN3]1 'exterior,the exterior insulation requirement applies(FR10). (❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 'manufacturer's instructions. Ya ems" ❑Does Not j ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: j 1 High Impact(Tier 1) ; 2`'Medium Impact(Tier 2) :3,1 Low Impact(Tier 3) Project Title: Leblanc Buiidiing Report date: 12/28/15 Data filename:\\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\Leblanc-12-28-15- Page 7 of 9 205SchoolSt-Cot.rck Section [ Plans Verified field Verified, # ; Final Inspection Provisions" Complies?. Comments/Assumptions, &Req.ID Value Value 402.1.1, ;Ceiling insulation R-value. ; R R ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood '❑ Wood El Not ;table for values. 402.2.2, 402.2.E ❑ Steel ❑ Steel ❑NotObservable [FI1]1 ❑Not Applicable 303.1.1.1,.Ceiling insulation installed per z ,; ❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [F12]1 ;Blown insulation marked every •� x 300 ft�. []Not Observable " ❑Not Applicable" 402.2.3.! Vented attics with air permeable fi q ' ; ; w ❑Complies [F122]z insulation include baffle adjacent f ❑Does Not to soffit and eave vents that ` ❑Not Observable extends over insulation. ' []Not Applicable �a 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 403.2.2 ;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 ❑Not Observable handler @ 25 Pa. For rough-in ;tests,verification may need to ❑Not Applicable :occur during Framing Inspection. 403.2.2.1 iAir handler leakage designated omplies [F124]1 :by manufacturer at<=2%of ❑Does Not design air flow. �^ ❑Not Observable IiA - _._, ❑NotApplicable I 403.6 ;Heating and cooling equipment ❑Complies [F1511 ;type and capacity as per plans ❑Does Not c � + ❑Not Observable t ❑Not Applicable t 403.1.1 Programmable thermostats :` ❑Complies [1719]2 installed on forced air furnaces ;- � �;'❑Does Not , r=❑Not Observable e t: s ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑ ".. Does Not - .,'' ' Asa. " •❑Not Observable . - ry _: ❑Not Applicable 403.4.1 Circulating service hot waterk p ❑Complies [flll]2 systems have automatic or � w` � �k ❑Does'Not accessible manual controls. a ' ❑Not Observable ❑Not Applicable 403.5.1 JAII mechanical ventilations stem n' � ' "y � , �. ,, � ,� ❑Complies. [FI25F Ifans not part of tested and listed r " []Does Not IHVAC equipment meet efficacy ❑Not Observable and air flow limits. . . [ ❑NotApplicable 404.1 '75%of lamps in permanent "'' ' "'€ ❑Complies ' [F16]1 Mixtures or 75%of permanent . » as ❑Does Not fixtures have high efficacy lamps' +` 9 y - ❑Not Observable Does not apply to low-voltage ❑Not Applicable lighting. ; j 1 High Impact(Tier 1) 2`Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: Leblanc Buildiing Report date: 12/28/15 Data filename:\\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\Leblanc_-12-28-15- Page 8 of 9 205SchoolSt-Cot.rck Section j Plans Verified Field Verified' # Final Inspection Provisions Complies?. Commen,s/Assumptions; I- Value, Value 4 404:1.1 :Fuel as lighting systems have �` � , �" ❑Complies � ' [FI23]3 no continuous pilot light ss t " '[]Does Not , - ❑Not Observable ❑Not Applicable 401.3 <lCompliance certificate posted. ❑Complies ❑Does Not ; k{ ❑Not Observable ❑Not Applicable ; 303 39 Manufacturer manuals for ❑Complies [FI18]3 ;mechanical and water heating ,r �� " r ❑Does Not systems have been provided. " ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium.Impact(Tier 2)v 3; Low Impact(Tier 3) Project Title: Leblanc Buildiing Report date: 12/2B/15 Data filename:\\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\Leblanc-12-28-15- Page 9 of 9 205SchoolSt-Cot.rck I 2012 IECC Energy Efficiency Certificate In'sulation Rating Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof . 38.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.28 0.50 Door 0.28 0.50 Cooling Forced Hot Air 90 AFUE Cooling System: Water Heater: Name: Date: Comments national rid January 20,2016 205 School St. Cotuit,MA 02635 To Whom It May Concern: RE: 205 School St.Cotuit,MA 02635 This letter is to confirm that there is no live gas service to the above property. I can be reached directly at 508-760-7434 should there be any further questions. Sincerely, _ v Bill Clocca Gas Sales Support Representative Cape Cod. 40PM NS T r , S d I., 0 ., �� One NSTAR Way Westwood,�Aassac��sat(s i:2t�'�ti FNg ERGY January 6, 2016 Michad'. LeBlanc P , Box '42 RE; 206 School St, Gol it Dear Michael LeBlanc,. At, Eversmuce., we're committed to delivering grea�,serViccll. This lka tpr somas as confirmation that a 3 of April, 20,14, the electric s rkd'Ci� W 205 School Via, Cotuit, has been et31oved. � § €iii- ,rif �'I S I~�.L Jon, there a lu rid b(,,_ i•4'_j. �4,S tltld�� :dt�.��.f.Ev e�^c.darea7- and— Based you may _ .. . proc@E=xi with the denwi t€ m If you have any qc.osfion*, co twt me at (868) 3 -379T '� ly, r d l q _ e s �,, � A P�$�.�y �addey R � � fps.. �"-� j pp f 3 od'kn Gigs 5P 2014 12.28PM NSTAR-S WSW 3 No. 0240 P. 1 NSTAR 55i"r,&Gas Company One NSTAR MY,Weswod.A78G8ach0®l!s 02090-9230 OAS April 17, 2014 Michael Leblanc PO Box 1422 Ootoit MA 02635 RE: 205 School St Cotuit MA Dear Michael Leblanc: This letter will serge as confiftnat on that the electric service at 205 School St Ootuit MA, has been removed as of 4/10114 -wio41996311. Based on, this information, there is no electric pawed to this building and you may proceed with,tfia-demolition, is you have any questions, please coretavt - me at (885)-633-377 Sincerely, Frank New Connections Office taG1�(i N6wTgrnuPa,O make application to local Fire Department. eel Fire Department retains original application and issues duplicate as Permit: [ IXVI 0V7'1,1i2 2LG'eGGhI2 C" ��CG� C6Cl2t4,_6 a _ o tne.zG`GL��ra (Q7e,7-vcces — Jc�ac��ao��rir� �t✓u✓2Crarz .. APPLICATION and PERM T J Fee: for storage 'Lank removal and transportation ko approved tank disposaipyara in accordance-:hrith the provisions of M.G.L. Chapter 148, Section 38A, 527 CM^ 9.00, application i.s•hereby,�madeby: i Tank Owner Name(please print) ll"i 44 CWi.6U V\ j X � Address Street State Zi r • • � Ir L• • r r.lil I..I� • �'1t. - rl I Company Name"_��t%,v iti �n� S`1 ihC Co.or Individual . par." Print Address Address permit) Signature(if applying for permit) CI rtifi Other. 0 IFCI'Cerified u LSP4. Other' Tank Location 2 W-.r..)L suer tc'ress city Tank Capacity(gallons) i Substance�Last Stored. --Zpr e }J b D, Tank Dimensions(diameter x length) oS°r Remarks: � ! z. Firm transporting waste ate Lic. r. r Hazardous waste manifest Approved tank disposal yard 7 f Tank yard Type of inert gas. Tank yard.address :City or Town _l fJ 'l FDiD> :f-�jZ Permits 033 11 l Date of issues-1 'Date of expiration Dig safe approval number: A Dig Safe Toll -re Tel:Number.-2Q0 322-`5 U F Sionature!Title of Officer granting permit C. J After removal(s)send Form FP-29OR signed by Local Fire'Dept. to UST Regulatory Compliance Unit;One Ashburton Place, Room 1.310, Boston,t-AA 02108-1618. FP-292(revised 9/96) l , D ° rEE ective Date: December 17, 201 � 4 � 4 � G Western Surety Company y n n G LICENSE AND PERMIT BOND G , G � F KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 71736900 F F F That we, LeBlanc Builders, Inc. G F e F F of Mashpee State of Massachusetts as Principal, 4 and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee,in the penal sum of One Thousand Two Hundred and 0 0/10 0 DOLLARS ( $1,2 0 0.0 0 lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION 'OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Road Paving by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until December 17th 2016 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail,tp�pe Obligee and to the Principal at the address last known to the Surety, and at the expiration of t i- " ive 35 days from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh l hereu on°b Jieved from any liability for any acts or omissions of the Principal subsequent to said dat R° gacfe `'ote number of years this bond shall continue in force, the number of claims made ag-_P, this bond dndEthe number of premiums which shall be payable or paid, the Surety's total limit of Hah-ty shall n t be e5ibulative from year to year or period to period, and in no event shall the Surety's total liy, fo JERal ca exceed the amount set forth above. Any revision of the bond amount shall not be cuWfOf 'Ott, �� F F Dated this 17th day of December 2015 � n F G F F F LEBLANC BUI C. F ncipal ti n N f• G G Principal F � WEST E N SURET COMPANY G G � H n � By fi Paul T.Br, at,Vice President n G Form 532-12-2015 G q n � ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss. (Corporate Officer) COUNTY OF MINNEHAHA On this`_', 17th day-of.- December 2015 before me,the undersigned officer, personally appeared Paul 'T. Bruf lat wha acknowledged'himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as 'such officer,-being authorized so-to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. tyhhy�,�,�,hyyhhhhhyti�,yhhgyh+ s M. BENT s ^ NOTARY PUBLIC .^ s s SEAL SEAL s Notary Public—South Dakota s SOUTH DAKOTAss, +y55yy5yyy5yyyyhhy5�n5hhh+ My Commission Expires March 2, 2020 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss CO"tTly LY OF On this day of before me personally appeared known to me to be the individual described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires „. Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF ffice(Corporate 0 r)" ' COUNTY OF '..:. ss On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public E4 O U w o a p � � zZpCn w -� D � a WCG w z a o o a o w 1, Jae�Cos�tttta�ataertjt�o�Q/l�tti:ltrc�udel�l Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistraticim. 104364 Type: Office of Consumer Affairs and Business Regulation xpiration: .71131.2010. Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 LEBLANC BUILDERS.CQ INC_ j/1l ' !ss Michael LeBlanc 40 Crawford Rd. i - Waquoft,MA 02536 Undersecretary Not valid without signature- C'g 2rt eo1 fi5 - egWatic 3rid J ma55aci�usefi.4603001 gUiisot 1eri Construction Su�Fp►�15T33 oiro3120'1 Jam` rr �e Cpoo�vnzo�rzcuea;lC�o��u�aacliccae�".4 Office of.Consumer Affairs&Business Regulation IMPROVEMENT CONTRACTOR VJWME gistration: ;1 4364 Type: piration 7/1312016- Private Corporatio LEBLANC BUILDERS,GO�INC `'' Michael LeBlanc 40 Crawford Rd. Waquoit, MA 02536 Undersecretary Massachusetts -Department of Public Safety Board of Building Regulations and Standards �fii�itTu Ciill ailpie visor i uc 2 Farn fl- ftp r -� - - License: CSFA-057337 r MICHAEL L LEBJD%N 40 CRA rFORD&D a 022: COTUTIC MA 02635" •� pis. `a Expiration Commissioner 07/03/2017 �'E41t,enstobledeeds.orgJ td ZecorscSa*' �x its S re t more? 3eart Bomdsrr- ,a Search, ho i.. h►I Inl)ox Y f zzgr... t�a110d3 &u s.-d Sites 'h -in�ww.fasFxon e�a.00m... `411f 41l.eot�a-Q al S�6e f ood;Martha`$tlfne3rar... Restraint&Seclusion-Vice devious in 2aaom Cut notate Left M Rotale.RFght 1 2.03 Download 7�rT'W ems' Ir r 13k 2so66 Pa217 13600 Rage 1 Rage 2 ��--�2--2Q►�.4 8 t��i m�.t7A f ASSACIIMTTS STATE "CISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Oates 04-02-2014 8 03=40att Mot 1015 OaC42 13600 Fees $88?.20 Cons: $2599900.00 t QUITCLAIM OVED t l I,NFERRi G.HAMBLIN being unmarried,having a mailing address of Post Office Box 492,Barnstable(Cotuit),tvtassathusem 02635 for consideration paid,and in full consideration of TWO HUNDRED FIFTY NIIdE THOUSAND NINE HUNDRED and OW100($259,900.00)DOLLARS,do hereby ; Smut to KINGSLAND BAY REALTY,LLC..hawing_ as ranting address of bast Office Box 3414,Waquoit,lviassachusetts 02536 with QUITCLAIMCOVENANTSBARNSTABL.E COUNTY EXCISE TAX LWHSTASLE GO MY REGISTRY OF DEEDS Datet 04-02-2014 a 03110vt �Gt�10t 10p�16�p� Oae54` 13600 (C:O11e.3T1s8=t't1s'2El a n4tu ty; 00.00 The parcel of land with the buildings thereon in Barnstable t, Massachusetts,bauttded and described as ibllmvti15: It certain pa-1 of land situate on the Southerly side of School Street and the Easterly side of Crocker Neck Road in the Village of Cotuit,being Lot No.236 on a plan entitled "Plan of Land belonging to Robert T.Fowler.showing Cotuit Highgound;July 1,1926; Bates&Choliman,Engineers"and duly recorded in Barnstable County Registry of Deeds. Said lot is shown on said Plan as bounded: Northerly by School Street one hundred fifty-seven and O91100(157.09)feet; vmteriy by land of owners unknown two hundred forty-eight and 961100(248-96) feet, - Fl oral rnstabfadeads.arg,� P.:+ r ar�d RecQrf�s;F�eoli�tc searcht 'e7 Seat[Ft - t Shate Mute?s Jean l3nWdett 4 pernrit�capEatt... vah� 6i Suggested Sites • {&#http-www.fashfon-eca.0DM... 1 411.00rit-t Site Cape Cott,Martha'stlfr►eyar... i Restsattt al Sedusfon-VE �F <Pre fieus f 7—mm trc Zaocn Qut Rotate Lit - [ Rotate Right ---has. -_-- -- - --_ -- ----- _ _ - - - Bk 28066 Pg218 #136 e e page 1 page 2 e e e e e t e PROPERTY ADDRESS: 205 School Street t Cotuit, MA 0263 5 ri 'Witness my hand and seal this day of March, 2014. e e e , e very,. e e ; MERRI O. 14AMBLIN e e COMMONWEALTH OF MASSACHUS'+TTS e e e e Barnstable, ss. e e On this,�Z day of March, 2014, before me, the undersigned notary public, personally appmed MERRI 0. HAMBLIN, as aforesaid, proved to me through satisfactory e evidence of i�ientificaton, wh eh were oe�s®na1 knowledge 10 be the.oerson whose.nameFa „ I_ 1 ` DIME r Town ofJBarnstable Regulatory Services } RARNC�ARj,� i MASS. -.Richard V.Scali,Interim Director taps" BuRd ng Division Tom Perry,Building Commissioner 200 Main Street,Hyam is,MA 02601 www.town.barnstable.maxs Office; 508-862-4038 w, Fax 508-790 b230 ` Property Ow"neiMust - Complete.and Sign This. Section 'If Using A Builder 41 as Ownet of the subject ptopetty heteby authorize e- G �(fE/d��,r `" � to act on mp behalf, in all taattets telattve to work authorized by this building pettoit oZ ® 3, //W ozG vo J , (Addtess of job) F h r ILI 4 .r r Pool fences and,alarms ate the tesponsibility of the,applicant. Pools are not to be filled ot_Uf ized Mote fence is installed and all final inspections ate petfo afld'accepted. afire of Owner Signatote o pplicant r Print Name /*6kol/ �Q,/leuC, M hiatName _ Date Town of Barnstable - Regulatory Services off Tod,. Richard V.ScaU,Interim Director Building.Division - t gnRxcrASiT F - Tom Perry,Building Commissioner 200 Main Street; Hyannis,MA 02601 www.town.barnstable.maus Office: 508-862-4038 Fax: 508-790-6250 B OMEOWNER LICENSE EXEMPTION Please Print DATE: JOB 10CATI02�= munber street tillage "HOMEOWNER: name home phone# Work phone# CURRENT MAILING ADDRESS- city/town state zip code The ctr<rent exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. 7 DEkTNMON OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two- family dwelling, attached or detached structures accessory to`such use and/or fa hi'stti ctiries.AIpersbimhd constructs more than one home in a two-yem-period shall not be considered a homeowner. .Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) _ ibility for compliance with the State Building Code and other applicable codes, The undersigned"homeowner"assumes respons bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procednres and requirements and that he/she will comply with said procedures and requirements. signatz m of Homeowner Approval ofBuildingOfficial Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any.homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 10.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner'shall`act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a super-aisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness.often results in serious problems,.particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. o To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your communitY. A-- - ' = - The Commonwealth.of Massachusetts Minimum Fee:$500.00 William Francis Galvin Secretary of the Commonwealth,Corporations Division One Ashburton Place, 17th floor Boston MA 02108-1512 Telephone: (617)727-9640 : o � y Federal Employer Identification Number: 001131712 (must be 9 digits)" j w i 1. The exact name of the limited liability company is: KINGSLAND BAY REALTY,LLC 2a. Location of its principal office: No. and Street: 40 CRAWFORD ROAD `" PO BOX 1422 _ City or Town: COTUIT Stater MA Zip: 02635 A Country:USA h 2b. Street address of the office in the Commonwealth at which the records will be maintained: k No. and Street: 40 CRAWFORD ROAD ' p PO BOX 1422 !' City or Town: COTUIT State: MA Zip: 02635 Country: USA 3. The general character of business, and if the limited liability company is organized to render professional I service, the service to be rendered: TO PURCHASE,OWN, SELL,RENT,LEASE,REHABILITATE AND OTHERWISE DEAL WITH ANY { THING HAVING TO DO WITH REAL ESTATE. y E 4.The latest date of dissolution, if specified: 5. Name and address of the Resident Agent: ` Name: MICHAEL L. LEBLANC No. and Street: 40 CRAWFORD ROAD PO BOX 1422 l City or Town: COTUIT State: MA . Zip: 02635 Country: USA I, MICHAEL L. LEBLANC resident agent of the above limited liability company, consent to my appointment as the resident agent of the above limited liability company pursuant to G. L.Chapter 156C Section 12. f 6.The name and business address of each manager, if any: Title Individual Name y Address (no Po Boxj First,Middle,Last,Suffix Address,City or Town,State,Zip Code k i r First,Middle,Last,Suffix A' Address,City or Town,State,Zip Code SOC SIGNATORY MICHAEL L LEBLANC • ;y' •� 40 CRAWFORD ROAD e'- COTUIT,MA 02635 USA 8. The name and business address of the person(s)authorized to execute, acknowledge,.deliver and record any recordable instrument purporting to affect an interest in'real property: r+ Title' Individual Name " Address (no Po Box) First,Middle,Last,Suffix Address,City or Town,State,Zip,Code REAL PROPERTY MICHAEL L LEBLANC ` 40 CRAWFORD ROAD COTUIT,MA 02635 USA REAL PROPERTY MARY L LEBLANC 40 CRAWFORD ROAD COTUIT,MA 02635 USA 9. Additional matters: SIGNED UNDER THE PENALTIES OF PERJURY,this 24 Day of March,2014, MICHAEL L. LEBL r certificate must be'signed by the person forming the LLC.) x, ©2001 -2014 Commonwealth of Massachusetts All Rights Reserved � J e t - MA SOC Filing Number: 201479034660 Date: 3/24/2014 2:42:00 PM , THE COMMONWEALTH OF MASSACHUSETTS I hereby certify that,upon examination of this document,duly submittedto me, it appears that the provisions of the General Laws relative to corporations have been complied with, and I hereby approve said articles; and the filing fee having been paid, said articles are deemed to have been filed with me on: March 24, 2014 02:42 PM WILLIAM FRANCIS GALVIN M Secretary'of the Commonwealth 05/08f2014 11:18 508-428-7517 GQTUIT WATER DEPT PAGE 01/01 6' a Pater PtParttneut �¢� co"A7 a\Ft 4D57WdLC* 4300 FALMOUTH ROAD, P.O. 180x 451 GOTUIT, MASS, 02685 PHONE 508-426426137. FAX 508.428-75 17 April 7, 2014 Mr. Mike Le8la.n.c FJ Pox 3414 Wa.quoit,MA 025,1t; Dear.fir. Leblanc, rNie water was turncd,off at the street and the meter discournected wid removed at 2o5 School.Street in Cotuit on March 7, 2014.Please call us the monfing of the demolition at 5O8-428-2687 so we can remove the remaining service conncetion na(aterials. Christopher Wisema,ri Superintendent . S .A WC Guide to Wood Construction to Hig,>! Wired Areas,. 110 mph 07tid 7—f)ne t Dr 4 Massachusetts Checktist for CoMphan.ce(78o :lw Check compliance 1.1 SCOPE Wnd Speed(3-sec.guet). . .. 't10 mph Wind Exposure Category.,. B 14 APPLICABILITY Number of Stones (Fig 2) Stones 5 stories Roof Pitch ......... (Fig a) <, 12:12 n Roof Height ft 5 33 BuildingWidth.th.W. . 9 3) It.5$0,' Building Building Length,L ( 9 3) {ft s 8A' _ Building Aspect Ratio(t.ltnf) ........ (Fig 4} �� r s 3.1 Nominal'.Height of TallestOpening2 ................ . ..............(Fig 4)...... .....,, ........ ...... s68, 1.3 FRAMING CONNECTIONS ' General compliance with frarnit g connections .....,<,....... ..(Table 2),. ....... 2.1 'FOUNDATION Foundation Walls meeting requirements of 780 CMR 54041. Concrete.,__'_., ,. Concrete Masonry............... ........ ... .......... . 2.2 ANCHORAGE TO FOUNDATION'.3 i It "Anchor Bolts imbedded or at8°Proprietary McChan` Anchors as an alternative in concrete only t . Solt Spacing-general,.. '1?ra C able 4) in; 3-° Stitt Spacing from end4ofnt of plate . (Figs) ,. �;,)� in.5 W 12" - Bolt Embedment- .,.,. (Fig:5). ... ._ .. . .in,a'r Son Embedment- ........ In.Z 15, Plate Washer .......... . :....:. .,";,.., _,.. ,.,.:..,......(Fig 5),,...,,...,,. T x X x%0 3.1 FLOORS Fluor framing member spans checked (per 780 CMR Chapter 5p) .......: .......:. _ . Maximum Floor Opening Dimension .......,.... ..............(Figs),.... ...,.;... ft 512 or L 2 or W/2 Full Height Wall Studs at Floor Openings less than 2 from Exterior Wall(Fig 6) ....,..:.,.>,,. ..... .., ..:,...,... Maximum Floor Joist Setbacks Supporting Loetdbear+ng Walls or Shill.W...,...,. ..(Fig 7)::.....,.,. �1.....;,, ��'..,.,.•� it �5 d` Maximum Cantilevered Floor.foists � Supporting Loadbeanng Wads or Shaan+vali..............u(Fig$)....., ..,�.�.<,..., �.. . ...<.,., .......,,�,.$ 5 d Floor Bracing at Endwalls, (Fig 9)..... ....... Floor Sheathing Type . (per 780 CMR Chapter 55) Floor Sheathing"thickness CPS 780 CMR Chapter 55) in Floor Sheathing Fastening.... ,.................... .: . ........ (fable 2)„ nails at in edge#t=-in field ,.! 4.1 WALLS Wail'Height Loadbearing Walls'--., (Fig 10 and T'ablc Non-Loadbearing walls (Fig 10 and Table 5) ft s 20' Wall Stub Spacing . . ............... ........... ........:(Fig 10 and Table 5),...,,............ in,5 24'o.c. Wail Story Offsets _.a(Figs 7$8)... ,,,ft 5 d 4.2 EXTERIOR WALLSD Wood Studs Loadbearing walls...,.. Table 5 Mon-Loadbeanng walls. ... . (T )'-- - ' ( ) _............. able 5 ....,. <...2x ft in: Gable End Wall,6racing' - Full Height Endwail Studs {Fig t0}, .., WSP Attic Floor Length..-... (Fig 11) x- ft�W73 Gypsum Ceiling length(if WSP not.i;sei#)................. (Fig 11).. ` . a 0 9W 2 x 4 Continuous Lateral Brace @ 6 ft o c (Fig )=.. . ................................... Double Top Plate 1 Splice Le . (Fig 13 and Table 6).,....t . . 1�'�!_:r f# ,..,� . Splice Connection(no.of 15d common r;ails)................(Table 6) ......... .. .....:: �. AWC Guide to Wood C'onstrtr�t t��t%n��h {yert&(;� 4-itlitph lVind Zone Massachusetts Chteeklist fo r'Ccampli me(780 CMR.53011,1.1)► Loadbearing Wail Connections Lateral(no.of asridrrailed 16c1 atrrinican nailsj, (I abte :...... ... . .....: _ Non-toadbearmg Wall Connections Lateral(no.of endnaited 16d common nails} .,..........(Table 8),...,:. ..... ........................ , 2 Load Bearing Wall Openings(record largest opening but check all openings-for c ompll to Tabl 9) Header Spans .(Table 9} ft in. 11' Sill Plate Spans .... ... . . ... ...... ,(Table 9), ' ft in. 11' Full height Studs (no_of Muds).... .....: .. ....., (Tawe g). ,.... ......, ...... ..... , Non-Load Bearing Wall Openings(turd largest opening but check all openings for compliance t Tab#e 9) Header Spans...... ...(Table 9) ft in. 12' Sit!Plate S ... ...(Tabus sj ft rn Frill Height Studs(no,of studs) .... .. .. .... .. .......(Tate 9) .........._ .... Exterior Wall Sheathing to Resist Uplift and Shur Simuttaneously` Minimum Building Dimension,W Nominal Height of Tallest Opening ...... S 8`Sa Sheathing Type,. ...,{mite 4) ...,.,.. Edge Nail Spacing.......___.. .,.(Table 10 or note 'rf'less)..._,., ...,..,., in. Field Nail Spacing........... ........ ('Table 10),..._ ��.in, Shear Connection(no.of 16d common nails)(Table 10).... •-•-. Ff Et Percent Full-Height Sheathing.,_...............(Table 10).,,. +� ,� Iv r'S" � _� x x w1 5%Additional Shea inr�far+!Vail with Opening a 6'0"(Design Concepts). � 'ad+�-- Mai:imum Building Dimension, r t3'8" Nominal Height,of Ta#eat Opening Sheathing Type. (note 4):......... .. Edge flail Spacing .. (fable 11 or note 41f.less)..... 3 in. Field Nail Spacing .,...... ... . ...,.......(Table 11).... - Shear Connection(no.of Ad common nails) 11).... � °o 1� � Percent Full-Height Sheathing .., (Table l l) ... .,..... r�,� 4 5%Additional Sheathing for Wall with Opening>ti 8';(Design Concepts).]......... Wall Cladding Prated for Wind Speed?,..,.., .. .... ... ... } 6.1 ROOFS Roof framing member spans checked?......,_.............(For Rafters use 4VVC Span Tool,see BBRS Website) Roof Overhang i,..,.(Figure 19} :._:..�ft s smaller of 2'or U3 Truss or Ratter Connections at Loadbearing Walls p r. Proprietary Connectors i <A Uplift... ......... .... .... .......... .(Tama �a Lateral .... .. ........ ........... .(Tab#e 92). .... L= — Shear.. ....(Table 12) ,. S r` r f Ridge Strap Connections if collar ties not used per page 21.,,..(Table 13) 6? r.'..%....,,.T= -'+ Gable Rake Outlooker.,..... (Figure 20)._.,,.. . f(s smaller of 2'L or t.f2, -- Truss or Rafter Connections at Non-Loadbearing Wells Proprietary Connectors .. ),......, .: Upfrft_........................... ,. .,. . ....(Table 14 U- Ib.. ._. w lateral(no of 18d common nails) (Table 14 L lb.. Roof Sheathing Type,.... (per 780 CMR Ctlapters 58 en 59)... Roof Sheathing Thickness .,.... .: ,� in. 71161 yVSP } 1 Roof Sheathing Fastening ....,.(fable 2). G..( ... ... ? ••• Notes. 1. This checklist must be met in its entiretyx excluding the'specific exception noted in 2,to comply with the requirements of t 780 CMR.5301.2 1.1 llem 1.If the checklist is met in its entirety,then the following metal.straps and hold downs are not required per the WFCM 11t1 mph Guide a, Steel Strapper Figure 5 , b_ 20 Gage Straps per Figure 11 c, Uplift Straps per Figure 1 d, All Straps par Figure 17x• e, Corner Stud Hold Downs peg Figure 1188 2, Exception:Opening heights of up to 8 ft,shag be permitted when 51/6 is added to the nt!till-height`sheathing, requirements showia in Tables,10 and 11. a 3i The bottom si#1 plate in exterior wells shall be a minfrntprn 2 in.nominal thickness,pressure treated 6 -grade. >rw ' AWC Guide toff,00dConstruc&n in High Wwd r `as:.110 h i Z e �assachusetts Checklist for Complian+ee(78aCM' 01.�2Apx)'4. 1 a.. From Tables'10 and 11 and location of wall sheathing and Building_Aspect.Ratio,determine Percent i+ull-Height Sheathing and nisi!Spacing requirements b, Wood Structural Panels shall be minimum thickness of 7116"and be install as follows: i. Panels shall be installed witty strength axis parallel to studs, I All horizontal joints shall occur over and be nailed to framing. i;i, On single story constrvcion.panels'shall be attached to bottom plates and top member of the double top plate, iv. On two story construction,upper panels shall be attached to the top member of the upper double top plane and to band joist at of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail:spacing at double top plates,band Join,and girders shall be a double row of 8d staggered at 3 inches on center per figures below-,Vertical and Horizontal Flailing for Panel Attachment, r . at :fr ad N of p CA >aa it "! ,l W� a4 is :a �k tt _ >v Sep t oWl on Next Page Vert c*and Hnr zorttal thing for Panel Attachment A WC Guide to wood Construction far ffig a Wind Arwav,110 mph Wind done Massachusetts Checklist for Compliance�7 o cmR w 2.0)1 s p i b k r r i x EDGE 9TTERkI3nKTE i tZ ILis Z x Y MAX WTOW VMMWQE DOi➢MAMML G6 Detail vertcaland Horizontal Nailing iPanelAttacO rit i Things to do today . . . /-12LI ( n ❑ i U - ❑ i oj, ❑ , LI LI ❑ os 508.428. 700 ING Fax 508.428.8524 I.printing@comcast.net p Plant: 4507 Route 28 \\\\ Cotuit, MA 02635 Mail: C`p�,Ipp P.O. Box 571 Osterville, MA 02655 www.lujeanprinting.com of ;. •� Scywo L -W� r 1. j� s r � I V10 . 1) A basement apartment without the b( 2) A finished room in the basement obs proper emergency escape. This roon must cease immediately. 3) `Smoke and Carbon monoxide detect 4) Remodeling work begun without the You are hereby ordered to bring the pro required for compliance and must be applie to fines levied daily for each day the properl Respectfully, Jeffrey L. Lauzon Local Inspector j effrey.lauzongtown.barnstable.ma.us (508) 862- 4034 Message Page 1 of 1 Anderson, Robin To: Scali, Richard Subject: RE: Problem Property I left a photo in your in box of 205 School St. Clearly,this is not habitable and I suspect that is the reason for the complaint. It is an ugly duckling. However,the new owners sought advice on demolishing the property and as a result were informed that the lot is undersized and without an application to immediately re-build they risk their non-conforming right to do so. They were represented by counsel and Tom has noted that he has advised them accordingly. Because the owners indicated that they want to sell a buildable lot,they have not moved on demolishing the existing dilapidated house. The letters date back to May of 2105 and notes that they recently had acquired,the property in this condition. ptpbin Robin C.Anderson Zoning Enforcement Officer 200 Main Street Hyannis,MA 026oi 5o8-862-4027 " -----Original Message----- From: Scali, Richard Sent: Wednesday, October 21, 2015 11:09 AM ` To: Buntich, JoAnne Cc: Lynch,Tom; Ells, Mark; Weil, Ruth; McKean,Thomas; Perry,Tom; Anderson, Robin Subject: Re: Problem Property Can you give me more details as to what the issues may be ?. Or who to contact ? Sent from my iPhone On Oct 21, 2015, at 10:16 AM, Buntich, JoAnne <ioanne.buntichgtown.barnstable.ma.us>wrote: Good morning Richard, Councilor Rapp Grasetti and I were at the Cotuit Civic Association meeting last evening. The Councilor asked me to have a potential problem property evaluated for action. The address is 205 School Street, Cotuit which is at the corner of Crocker Neck Road.  Thanks,Jo Anne ,,, ,;; per# Vies,. Jo Anne Miller Buntich, °' 'jZj ri7a. s d2A7a7 �.� - aria Director ` <image006 jpg? Town of Barnstable 1 367 Main Street Hyannis,Ma 02601 nn e-mail e.b6ntich@t6wn.10 e.ma.us barnstabl "f ;. Website I Business Barnstable I MOO'• ° ' HyArts I Barnstable iForum � G23G97 r' ` >i0 10/21/2015 Parcel Detail Page 1 of 4 0/7 -r EriCtt4.,rnaLE MA Logged In As: Parcel Detail Monday, November 17 2014 Parcel Lookup Parcellnfo Parcel ID 020-092 - Developer Lot LOT 236 �._.__ I I Location 1205 SCHOOL STREET ( Pri Frontage 157 Sec Road Sec 1 CROCKERS NECK ROAD I Frontage 236 Village JCOTUIT I Fire District lCOTUIT Town sewer exists at this address'No I Road Index 1433 Asbuilt Septic Scan: Interactive 020092_1 Map z �gg - Owner Info owner[HAMBLIN, STEPHEN C&MERRI G _I Co-owner 111%KINGSLAND BAY REALTY LLC Streetl I PO BOX 3414 I Street2 City E AW QUOIT I StateMA Zip j02536 Country - Land Info Acres 0.81 � 1 Use Single Fam MDL-01 I zoning RF Nghbd�0108 J Topography Level ( Road ,Paved utilities Public Water,Gas,Septic ( Location F - �l Construction Info Building 1 of 1 �� Year 1958 able/Hi Ext Wood Shingle Built StructRoof I p I Wall g Living Roof'--` — AC " 1453 JAsph/F GIs/Cmp ( None I , Area Cover Type f] Style Ranch Int ID wall�� Bed+2 Bedrooms „_.-._...._..�.__ � Wall r ry Rooms 1 � I Model f Residential IntHardwood Bath 2 Full i Floor Rooms �� J Grade Average _I Heat dot Water Total4 Rooms I F� Type= Rooms ; Stories 1 Story I Heat Fuel l Oil ��T ation Found- ConC. Block ` Gross 2778 I Area 1 F Per History http://issgl2/intranet/propdata/ParcelDetaii.aspx?ID=919 11/17/2014 L Parcel Detail Page 2 of 4 r Visit History Date Who Purpose 7/8/2014 12:00:00 AM Mike White Cycl Insp Comp 4/28/2014 12:00:00 AM Pamela Taylor In Office Review 10/28/2013 12:00:00 AM Lisa Henderson In Office Review 12/17/2012 12:00:00 AM Nancy Finch NO ACCESS 12/13/2012 12:00:00 AM Lisa Henderson, In Office Review 3/30/2005 12:00:00 AM Paul Talbot Meas/Est 9/5/2002 12:00:00 AM Paul Talbot Meas/Listed-Interior Access 5/27/1999 12:00:00 AM Frederick Stepanis Mea+Corrected Listing - Sales History Line Sale Date Owner Book/Page Sale Price 1 7/13/1973 HAMBLIN, STEPHEN C&MERRI G 1896/236 $0 2 4/2/2014 KINGSLAND BAY REALTY, LLC 28066/217 $259,900 3 4/2/2014 HAMBLIN, MERRI G 28066/214 $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2014 $65,600 $17,500 $100 $225,000 $308,200 2 2013 $65,600 $17,500 $100 $225,000 $308,200 3 2012 $65,600 $17,100 $100 $219,000 $301,800 4 2011 $79,500 $1,900 $0 $219,000 $300,400 5 2010 $79,400 $1,900 $0 $231,100 $312,400 6 2009 $80,100 $1,600 $0 $221,600 $303,300 7 2008 $93,300 $1,600 $0 $247,500 $342,400 9 2007 $92,900 $1,600 $0 $247,500 $342,000 10 2006 $85,500 $1,600 $0 $244,500 $331,600 11 2005 $106,300 $2,100 $0 $163,000 $271,400 12 2004 $86,300 $2,100 $0 $163,000 $251,400 13 2003 $77,400 $2,100 $0 $89,600 $169,100 14 2002 $77,400 $2,100 $0 $89,600 $169,100 15 2001 $77,400 . $2,100 $0 $89,600 $169,100 16 2000 $68,800 $2,000 $0 $46,300 $117,100 17 1999 $73,000 $2,200 $0 $46,300 $121,500 18 1998 $73,000 $2,200 $0 $46,300 $121,500 19 1997 $75,700 $0 $0 $46,300 $122,000 20 1996 $75,700 $0 $0 $46,300 $122,000 21 1995 $75,700 $0 $0 $46,300 $122,000 22 1994 $70,300 $0 $0 $52,100 $122,400 23 1993 $70,300 $0 $0 $52,100 $122,400 24 1992 $80,000 $0 $0 $57,800 $137,800 25 1991 $86,300 $0 $0 $61,700 $148,000 26 1990 $86,300 $0 $0 $61,700 $148,000 27 1989 $86,300 $0 $0 $61,700 $148,000 28 1988 $63,400 $0 $0 $47,500 $110,900 29 1987 $63,400 $0 $0 $47,500 $110,900 30 1 1986 1 $63,400 $0 $0 $47,5001 $110,900 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=919 11/17/2014 Parcel Detail Page 3 of 4 Photos SAL_, Schilliog SFn�N��es V n hA r pw �R 1 I. s� t r � i_ 1 ^�a '9 r• r3. I� � �u ?, G r E http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=919 11/17/2014 ,Zr �r CD0` N Ob cd + a 7- :1- � I � t} y i tag<s � 9 'S 3 . u ,��,..�� ,�,;r 1 ti is �•� Q a {i ramZe Cd ti f rn Michael A.Dunning* Christopher J.Kirrane Kevin M.Kirrane Susan Sard White Elizabeth A.McNichols Patricia McCauley,of Counsel Dunning,Kirrane,McNichols+Garner,LLP Brian E Garner "Al o adg4,1d nsnot�Axr A T T O R N E Y S A T L A W cis+ w May 1, 2014 ' N iv Mr. Thomas Perry, Building Commissioner TOWN OF BARNSTABLE 200 Main Street Hyannis, MA 02601 Re: 205 School Street, Cotuit Map 20, Parcel 92 Dear Mr. Perry: Please be advised that I represent the current owners of the above referenced recently acquired property. The property is a .81 acre parcel improved with a single family residence. That single family residential structure was allowed to fall into a substantial state of deterioration by the previous owner and. My clients believe that the property is uninhabitable and may become, if it is not already, an attractive nuisance. They also have concerns for the safety of anyone, who might come on to the property. My clients have no immediate plans to build on the lot and may ultimately choose to sell it. Due to the above-referenced issues, they would prefer to demolish the existing structure. That being said,they have been informed that, because the lot is non-conforming a demolition of the home without a prior or simultaneously issued building permit would result in a loss of their ability to build a new home on the lot, at a later date, notwithstanding,they expect that the new home will conform to all applicable zoning setback and lot coverage criteria. They are prepared to retain the existing foundation (and fill it for safety reasons) if that would be enough to preserve their or successor's in title rights to rebuild somewhere down the road, but certainly within the abandonment periods set out in the By-Law. I am including some photographs of the building, to give you some feel for its current condition. 71P Shellback Place 1 133 Rt 281 Box 560 TELEPHONE FACSIMILE EMAIL WEBSITE Mashpee,Massachusetts 02649 [5081 477 6500 [5081 477 5697 dunkir@dunningkirrane.com dunningkirrane.com DK\f I DI<N4&CT Page 2 205 School Street Cotuit, Massachusetts May 1, 2014 It would be appreciated if you would get back to me with your thoughts on this matter. V=. irffrane K KMK:amb Enclosures Cc: Michael and Mary LeBlanc (w/o enclosures) Shellback Place 133 Rt 28 Box 560 TELEPHONE FACSIMILE EMAIL WEBSITE Mashpee,Massachusetts 02649 [508]477 6500 [5081477 5697 dunkir@dunningkirrane.com dunningkirrane.com Aw a wnnnM�'�`NM I:pn WiT�11q�I RAN RAN ML■■•!3 r�. h' `• may\��\��1,\,`� /( ,.�� ./, ;k ^A•+t '7r A y�. Fri, .,�aq�l_ :��,�,;,•, ;�. . r ....�.........,.«....w....w........w...,.. ..... ... .w....�.wuu...r�'.......use........................ . 1 � p(i�Mlit�at.gcrt,feirtt�Fu . .e. r...�..�. t'cg '• v.c . . n.. - tez. "ti 40 T ��- L r. �w.�ww�� . , � � ` !*J» au i 11 � u�► � i 11 - "f IIPv �i ��- p;, �: 7 r ww as �,� F II I � � ,, .. .. Y vy Y �y � s� ' �/,: r y� � - ,� 1� ... � f� �, � I; h ;, +i ,.; ;; :� ,� '�� .; , �. v F y:; �� '� � a f� .A�, a �.r � �. � � ., r D�;1 i max.. . .ter. ..>: Y i t —�� 44 4(o f Project Name: � � � =-+ � i� Address' 2�5=. �/1D -1 =µ Permit#:_ 1�(p =�JJ --------- Permit Date:__ �� = M P. (�` �Z LARGE ROLLED PLANS ARE IN: BOX.-------- Yr+�✓� A SLOT: Date entered in MAPS program on: r � �- By:— L= hi4 Vl / o -100 EXISTING CONTOUR 77.0' x 100,46 EXISTING SPOT GRADE 20.0' 34.0' 23.0'-- 86 PROPOSED CONTOUR PORCH r8-4--.-2-1 PROPOSED SPOT GRADE GARAGE W PROPOSED WATER SERVICE ` 0 DECIDUOUS TREE o HOUSE 0 0 o n EVERGREEN TREE "' u; `r o TEST PIT P0 BENCHMARK 0 DECK LEGEND 68.0' PROPOSED BUILDING FOOTPRINT REFER TO BUILDING PLANS o h Benchmark set a... ^" _ :4Pave-en GIN CURB CUT AT NE77C NAIL FOUND EL.G85.73 (Assumed) -� S�y00LS::TREET-� ANITE CURB INLET STING CATCH BASIN EXIS77NG CURB CUT PROPOSED CURB CUT85.65TRANSITION CURB FOR g5,2g x Sidew Edge 84.98 t----22°---�34.63 of -22 8402 ABUTTING CURB CUT E573 x 43.:< .:". 84.87 Sidewalk^•.:84 56" 84.48 ' 0 x ,�� S 5'55 - UP/313/20 AG/FND 134.74' S.A.S. VENT LOCATION 33 85.1 85.0 SHALL BE APPROVED s3.7� L3 5' _ 3 .5' o' BY THE OWNER u0 RE ERVE 85. FKQRQS S.A.S Alk 2,05N I A.S .D', I cV 84. TL � . TP 2.TP-1 . :.....:.::: ..:.: , ..: 69' P 4 ..''. . 81.81 POSED CRUSHED. ":";." 85 3.:' ONE DRIVEWAY `O ' O 1.17 ` ..�. ' 85. 0.90 EXIS77NG CURB CUT 0 00 �0 0 40.0' 81.2 80.64 0. 3 x 85.37 PROPOSED i GE SEPTIC TANK PORCH T OAS A86.3 W to 86.101 , f v 2.8' PROPOSED 36.8 . -� UP/16 «z: 9_D x X Cl)r-. T 87 0 m`k '- a -., ^x 78.12 82 0,8 O.F. :. O : Yi 81.51 20•OA 00 0 1 8 2 14'x24' I T, DECK v) 81.0 C ° RT. W�� L \ x 41.0' 81.45 86.2 TO =82b a x 6.4 x y N 83.13 7\ 1 81.77 w N of 00 Z n 7 O \ \ x � � N o a- W � 81,7 :� y � � ��to� �J x 1.26 • :� N O F Mqs 85.51 77.80 _ 2.24 � o= TERRY St�` Z<�a ANN x 81.51 82.23 / o WARNER x/ 7.28 No. 38721 o cv x 83. 7 ? \a �x7 x 78�- Ffio 87.14 O� to \ x ( D 00 x 8 03 BL 20-09 OF Mqs 88,88 37,7-77F 0.87t AC. o PETER T. 88.72 McENTEE e of pove CIVIL "' t o Derive No. 35109 160.00' 86,62 fG/STE �C� 85.37 y ' 8412,30' W 83.98 PLAN REVISION - 11/16/15 FLOOD PLAIN DATA 1) BUILDING FOOTPRINT NON HAZARD 2) PROPOSED SEPTIC SYSTEM LOCATION ZONING CLASSIFICATION: ZONE RF 3) PROPOSED GRADING SETBACKS: FRONT YARD=30' PLAN REVISION - 6/30/16 SIDE/REAR YARD=15' ,PROPOSED SITE PLAN 1) BUILDING FOOTPRINT �\ MAXIMUM BUILDING HEIGHT = 30'. 2) PROPOSED SEPTIC TANK LOCATION WIND EXPOSURE CATAGORY: Exposure, 8 3) PROPOSED GRADING Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN \ Engineering Works,Inc. WARNER SURVEYING 1"=30' P.T.M. 144-14 12 West Crossfie 0 Road 22 Long Road 205 SCHOOL STREET COTU IT, MA Forestdale, MA 2644 Harwich, MA 02645 DATE CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 5/20/14 P.T.M. 2 of 3 Prepared for: Kingsland Bay Realty, LLC, P.O. Box 3414, Waquoit, MA 02536 BUILDER TO CONFIRM ALL CONDITIONS AND DIMENSIONS ON 51TE p Q E N 21'-9 3/4" O H to E O — � O Lu V - - - - - - - - - - - - - - r EXISTING FLR JOISTS TO UNFIN15HEDAREA. --- WEATHER-5TRIP DOORS EXISTING FND ALL _ '� w W O 1 f INSULATE BETWEEN o EX FND WALLS 8'-2 1/2" OFFICE AND NEW 2X45 _ OG a� 1,6" WITH _ IGYNENE FOAM .;;. . ... x INSULATION HALL co I. .._._..-EXISTLNG............ -, ft I V -• p LALLYS 1„ GAP '— 5TORAGE UNDEO GL05. ` EX. 5TAIR513 i N PT SILL r . > c• ;. .�:ate 2666 L. 'I 1 — — — — — — — — - — — — — — — — — 3• � r - ' BATHRM E j 5H ER v SECTION 0 1/2" scale I'' 'f � I Date: �• �' � 6-23-18 � - I Revisions: r-31/2' F LIN. i � 7-18-18 ' •. I a-a-1 a n Barnstable Bldg. Dept. �► AUG 2 0 201 — — a, .._F I a-1 -1 a I f I Final: Approved by: r ` cz� — —' �� — — — — — — -- — J rCTR11Q M: I�'Z� CD 5EPTI'C OFFICE and BATHRM LAYOUT 0- 1/4" scale t BUILDER TO CONFIRM ALL 7 CONDITIONS vo _� AND DIMENSIONS ON SITE p N 0 3 V 4 E 21,_q 3/4" O w ELn — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — —— — — — — — — — w m EXISTING FLR J015T5 TO UNFIN15HED AREA ................... o O M I i IM ° WEATHER-5TRIP DOORS - - EXI5TING FND YIALL — 13w O v O INSULATE BETYNEEN ' 1 ;i Y D t O i EX FND Y4ALL5 I m OFFICE AND NEkN 2X45 a'2 v2" i r @ 16" OG Y41TH I n € I IGYNENE FOAM INSULATION HALL j7 N N y �m ----EXI5TING— GAP LALLY5 ' STORAGE UNDER k I GLOS. r; EX. STAIRSLn 1 E I PT SILL i_. _ 2 N m _. I 2666 k - - - - - - - - - - - - - - - - - - - I - 3' I F BATHRM 5H ER v v 1r ry SECTION @ 1/2 scale y I Date: b-23-18 I Revisions: r-3 U2" LIN. 13 Barnstable Bidg. Dept. _. (V � A A 2 8-16 18 Approved by: — �.:,. �:��, x:� .� .� AUG ��- - - - - - - - - - - - - - - - - - - � T®w� 0?® Final: rafRllt�: SEPTIC C3F8AF,'N.5�,C�BL; OFFICE and BATHRM LAYOUT 0 1/4" scale 1 ! BUILDER TO CONFIRM ALL o CONDITIONS v AND DIMENSIONS ON SITE zz � z. N U) � Q 3 s Q E a 2T-9 3/4" O _ 7- w E to O Q �. s — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — —— — — —— — — — — — — — O L m EX15T1NO FLR JO15T5 N TO UNFINISHED AREA o I I o O O WEATHER-STRIP DOORS —'-� EXISTING FND YVALLlu u- �� 11 I INSULATE BETYqEEN o [ I -'_ I I p EX FND Y4ALL5 - m V-2 1/2" ;._ r OFFICE I I AND N EYq 2X45 a I @ 16" OC kNITH I ICYNENE FOAM _ .......... - INSULATION I- HALL EXISTING------ ( I V LALLYS — 1 GAP . - — -- — —! i STORAGE UNDEl� I s GL05. / EX. STAIRS 1 1 1 1 v PT 51LL o X I N t J/ 2666 ( I' — — — — — — — — — — — — — — F 3 BATHRM !r 1 5H ER v v SECTION 1/2" scale 7'-5" Date: .., M 6-23-18 I Revisions: 1-3 1/2" - LIN. ( BUII_D'I�� Barnstable Bldg. Dept. 5� F--1 I a-10-1 e Approved by: - I - AUG 02018 .I I.. Final: � - - - - - - - - - - - -- - - - - - - - TOWN OFBARNSTABi e SEPTIC OFFICE and BATHRM LAYOUT 0 1/4" scale i • - ,. - '+if '-f%,. L_ � - - ;.�• rye' f. Y r f y V -100 EXISTING CONTOUR N Z = x 100.46 EXISTING SPOT GRADE m 5 Street N W EXISTING WATER SERVICE ° SChOOI DECIDUOUS TREE � -o. EVERGREEN TREE LOCUS as moo• D TEST PIT _ 3 Cedar � BENCHMARK r LEGEND 5 �� e5 Popov LOCUS MAP NOT TO SCALE h Benchmark set w SCHOOL STREET EL.GMANE71C NAIL FOUND 84.56 (Assumed) 0 85.65 v 84.98 84.63 Edge of Pavement 83.91 84.02 (a 85.26 X Sidewalk 85.73 X 8 3 84 87 x 84.78 g4.56 Sidewalk x 84.48 a x ��' S 89 05 55" UP/313/20 MAG/FND O 84.48 9 6E 4r'R5 3 134.74' J HRUB ••CEDAR. 83.76 �/ Gx 83. HRU O /� 6 5'T 20'PINE q NE 3FT-0 / v' 6 82.05 11 x 85.18 22'PINE A 'PIN � � E 1B8�N rL SHRU -4 Tp- TP-2 TP-1 EXISTING WATER SVC. O 81.81 1* SP R2'69 UCE 85.79 REMOVE & RELPACE 85.28 9 O1.17 GRAVEL RIVEWAY I Porch 85.77 OA 0.90 EXISTING HOUSE EXISTING HOUSE . z / / TO BE DEMOLISHED z09` - TOF=87.03 o'PINE 81,21 80.64 j x 85.37 AND REMOVED 81.66 S UB 1-T Ir 84. 0 Patio r ` � lQ 84. 8 v y X 84.79 84.87 20'PINE 48132 x Q 44 UP/16 /1 d AK o d 80.85 _ 84. _ EXISTING CESSPOOL.. _ 81.51 x x .40 s4.23 _14APLE CONTRACTOR SHALL PUMP, PINE 81, REMOVE ALL UNSUITABLE zo aAK 'PIN X 81.08 \\ 81.66I SOILS AND RELACE WITH (/1 81.68 CLEAN FILL(SEE NOTE 13, 1FT-OAK \��" 1 SHEET 3). o \ � x 81.45 80.42 oZ5 oD 81.77 �o (►17 5 x x 6.4 °n. I I _ 83.13 V O IN cp 1 - K x 81.77 ` 7'OAK q y 81.26 79.1 77.801 I 82.24 1 85.51 �. • 7NE • x 81.51 / x 83. . g2. x�8 x 78.67 \ INE \\ X 8714 00 �\ \ v x 8 to o=�c�P TERRY 9�y� \ ANN °5 \S4.o7 WARNER Q rr \ No. 38721 �o � \ x s 03 88.88 8� MBL 20-092 37,777t S.F. 88.72 o.87t AC. - e of Pavey Drive t 86.62 160.00' c 85.37 o PETER T. N 8472 30" w g McENTEE -^ 83.98 o CIVIL No. 35109 F R£GI STER``O\�� S N� OWNER OF RECORD PLAN REVISION - 11/16/15 Kingsland Bay Realty, LLC EXISTING CONDITIONS PLAN 1) BUILDING FOOTPRINT P.O. Box 3414 2) PROPOSED SEPTIC SYSTEM LOCATION Waquoit, MA 02536-3414 3) PROPOSED GRADING Engineering by: Surveying by: SCALE DRAWN JOB- NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"=30' P.T.M. 144-14 205 SCHOOL STREET COTUIT MA 12 West Crossfield Road 22 Long Road r Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0. ' (508) 477-5313 (508) 432-8309 5/20/14 P.T.M. 1 Of 3 Prepared for: Kingsland Bay Realty, LLC, P.O. Box 3414, Waquoit, MA 02536 V -100 EXISTING CONTOUR 73.0' x 100.46 EXISTING SPOT GRADE 20.0' 30.0' 23.0' 86 PROPOSED CONTOUR 84.2 PROPOSED SPOT GRADE PORCH o GARAGE c-i W PROPOSED WATER SERVICE DECIDUOUS TREE o HOUSE in EVERGREEN TREE C� N TEST PIT L,0_10 CK BENCHMARK LEGEND _ �z0.0' 4.0, PROPOSED BUILDING FOOTPRINT U). Benchmark Set REFER TO BUILDING PLANS m M.=85.7 NAIL FOUND SCHOOL STREET � EL.=85.73 (Assumed) . o EXlS77NG CURB CUT PROPOSED CURB CUT 0 85. 55 c=i 84'98I 22'--{84.63 Edge of Pavement r'-22'--� 84.02 to (1) JV 85.28 x Sidewal 85.73 x 84.48 x 84.87 Sidewalk 84. CL x ,� S 89 05'S5" E ' UP/313/2fl .33 83.7E L _ 3 .5' 4 ''3385.3 r7 - EXISTING HOUSE 2.0500 P 't2 to 84 FOOTPRINT C I OA O O I N ,4..... O81.81 2.6 P x 4.70 a- ;•:`.•:`: t O DRtVEWA' t O 1.17 PR P. s _ PROPOSED SEPTIC TANK 0.90 LAWN "'- EXIS77NG CURB CUT �P 1 84.5 81.2 8 0.6 85.37 V F 0 O' W CH f -= GAR a to O.S. 86 3 UP/16 /1 d• x to T86.1 0 78.12 PROPOSED 26.4' 8L51 7' OUSE j B 2o•DA ro 00 o T.O.F� 7-� 0 A }� 3 8 .08 w � N 0 1.45 5.7 J M- 14'x2,V ' of W 85.7 DECK N x 6. x 81.77 ¢ PATIO p 63.13 x ~ r ` rp z I � N O ?\\ f I 0 8177 ,v PAT[ D x 1.26 16. 15' � 1 ' MAs�q�ti 85.51 ( 77.80 $ 4 No POOL 2 79. CA o TERRY �, \ ' ION ANN x 81.51 2.2 C NIA x 83. OD78• 1 0 ON LU WARNER �, 7 x x 0 �„ No. 38721 LLI s� G/STER�� s7.14 \o� �` \ x co o ` Uj L NO 8 to �� 4.07 OP.LA a_ oP. x 8 fl3 B 0-po ASs9 88.88 �LrO LA 7,7�77�',5. . M �� OF LAby/y 0.d7>�AC. 8O PETER T. l's 88.72 e PR pOS Of P ED FEN McENTEE °Ved Orrve E in o CIVIL t No. 35109 86.62 60 DO' o £GISSER �� 85.37 230" SS /y 841 A �� W ' 83.98 FLOOD PLAIN DATA NON HAZARD-ZONE C ZONING CLASSIFICATION: ZONE RF SETBACKS: FRONT YARD=30' PLAN REVISION - 11/16/15 SIDE/REAR YARD=15' PROPOSED SITE PLAN 1) BUILDING FOOTPRINT MAXIMUM BUILDING HEIGHT = 30' WIND EXPOSURE CATAGORY: Exposure B 2) PROPOSED SEPTIC SYSTEM LOCATION p 3) PROPOSED GRADING Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"=30' P.T.M. 144-14 205 SCHOOL STREET COTUIT MA 12 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 5/20/14 P.T.M. 2 of 3 Prepared for: Kingsland Bay Realty, LLC, P.O. Box 3414, Woquoit, MA 02536 NOTE: TO PREVE NT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:82.0 FOR A DISTANCE OF 15' AROUND THE PROPOSED SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET AND INSTALL WATERTIGHT RISER & PROPOSED S.A.S. OUTLET. SET TO 6" OF FINISH GRADE. COVER SET TO 6" OF GRADE. PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" OF FINISH GRADE FOR INSPECTION PURPOSES. T.O.F.=87.0 F.G. EL.=86.2 F.G. EL.=86.0t F.G. EL: 84.8t F.G. EL: 85.3t /MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 11' '• L = 67 mw L = 23'(MAX.) SCH4 (MIN-) ® S=1% (MIN.) ® S=i% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" 3". 10"1 ME o EE 14" 6 aSSEIEE 000E/MI INV.=83.25 48" LIQUID EIaIESI LEVEL INV.=81.90 PROPOSED INV.=81.73 4' 4.8' 4' INV.=83.50 GAS'DBAFFLE INV.=83.00 D-BOX EFFECTIVE WIDTH = 12.8' ' INV.=81.50 PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-10 RATED (UNITS SET OUTSIDE DRIVEWAY FOOTPRINT) TOP CONC. ELEV.=82.3t BREAKOUT ELEV.=82.00 INV. ELEV.=81.50 mmwmqmm�\ NOTES: BOTTOM ELEV.=79.50 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' 1 3 X 8.5'=25.5' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED 5' MIN. ABOVE,BOTTOM OF EFFECTIVE LENGTH = 33.5' BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. 2) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION - 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO GROUNDWATER, EL.=73.8 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 3/4" TO 1-1/2' DOUBLE WASHED STONE SEPTIC SYSTEM PROFILE 3" LAYER OF , DOUBLE WASHEDHED STT ONEE (OR APPROVED FILTER FABRIC) N.T.S. GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: MAY 16, 2014 (REF#14,358) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: PETER McENTEE SE#1542 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WITNESS: DONNA MIORANDI R.S. LOCAL RULES AND REGULATIONS. HEALTH AGENT 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. ELEv. TP-1 DEPTH ELEv. TP-Z DEPTH 4, ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING �„ -85.3--- 85.1 - - - ll -FROM-THOSE .SHOWN_HEREON-SHALL-6E-REPORTED-TO-THE DESIGN---- --- � - A - ' A ENGINEER BEFORE CONSTRUCTION CONTINUES. LOAMY SAND LOAMY SAND 5. ALL ELEVATIONS BASED ON AN ASSUMED. 84.8 B 10YR 4/2 4" 84.8 B 10YR 4/2 6"' 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF LOAMY SAND LOAMY SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 10YR 5 6 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 83.6 / 18" 83.7 10YR 5/6 19" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. C C 8, THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. PERC 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 24"/36' AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY MED. SAND MED. SAND THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 2-5Y 6/6 2.5Y 6/6 CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. 73.8 135" 74.0 135" 13. ENGINEER .IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC PERC RATE <2 MIN/IN. ("C" HORIZON) SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. DESIGN CRITERIA ELEv. TP-3 DEPTH ELEV. TP-4 DEPTH NUMBER OF BEDROOMS: 4 85.3 A 0 85.2 A o SOIL TEXTURAL CLASS: CLASS I LOAMY SAND LOAMY SAND 84.8 DESIGN PERCOLATION RATE: <2 MIN/IN B 10YR 4/2 6" 84 7 B 10YR 4/2 6„ (0.74 GPD/SF LOADING RATE) LOAMY SAND LOAMY SAND DAILY FLOW: 440 GPD 10YR 5/6 10YR 5/6 83.3 24' 83.0 26" DESIGN FLOW: 440 GPD C C GARBAGE GRINDER: NO PERC LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 24"/36' .74 GPD/SF PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS MED. SAND MED. SAND USE 3-500 GALLON LEACHING CHAMBERS IN SERIES 2.5Y 6/6 2.5Y 6/6 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 S.F. BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. TOTAL AREA:................... --------...---...-..-.....-..614.0 S.F. 74.3 132" 74.2 132" DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD PERC RATE MIN (-C" HORIZON) NO GROUNN DWATER R ENCCOUNTERED Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 44- 4 205 SCHOOL STREET COTUIT MA 12 West Crossfield Road 22 Long Road Farestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 5/20/14 P.T.M. 3 of 3 Prepared for: Kingsland Bay Realty, LLC, P.O. Box 3414, Waquoit, MA 02536 -- 100 ---- EXISTING CONTOUR 77 0' x 100,46 EXISTING SPOT GRADE 20.0' 34.0' 23.0' 86 PROPOSED CONTOUR PORCH F8-4.-2-1 PROPOSED SPOT GRADE GARAGE W PROPOSED WATER SERVICE DECIDUOUS TREE o HOUSE o o EVERGREEN TREE � N o TEST PIT M 0 DECK BENCHMARK LEGEND ►-20.0' 68.0' PROPOSED BUILDING FOOTPRINT REFER TO BUILDING PLANS Benchmark set BEGIN CURB CUT AT m MAGNETIC NAIL FOUND SCHOOL STREET- GRANITE CURB INLET � EL.=85.73 (Assumed) EXISTING CATCH BASIN EXISTING CURB CUT PROPOSED CURB CUT 85.65 Ede TRANSITION CURB FOR vvi x Sidewal 85.73 84 98�_22'---184.63 of r�22' Pavement 84 02 ABUTTING CURB CUT 65,2884,48 x 43:; .:. Sidewalk x 84.87 84.56 a x S 89 05'55 UP/313/20 AG/FNDj 134.74' S.A.S. VENT LOCATION m P� 5' o'- 33 85•1 r g5•0 SHALL BE APPROVED 83.4 i BY THE OWNER a ti L3 .5' _ 3 .5' _ o 00 RE ERVE 85. P..OP,.OS S.A.S 2.05 I A.S O':.` I o0 84. ' TP-3.. TP 2.TP-1 69' 81.81 P �26 X.. 85,3 ;.PR POSED:CRUSHED. ui 0 85.3 `:, ONE DRIVEWAY 1.17 s. b 0.90 v O Q EXISTING CURB CUT-1 0 0 O 86.1 >' 40.0' I 81.2 80.64 N CL x 85,37 PROPOSED SEPTIC TANK f PORCH T.O S.A86.3 � W to 86.1 V _ 0' / 2.8 PROPOSED 36.8 9.0 x - _- uP/16 /. _ .� _ 0.85 x �'x T.O.F.T87.0" O 78A2 I �c �/ 0) 81.51 x 8 zo oA °Q 0 8 2 14'x24' ` I r w N XDECK V, 61.08 ° R T. W�L 8145 86.2 41.0' 3 TO =820 rn a x 00( � 83.13 81.77 00 Z pi h V N Y N Nj O \ \ I ¢ °' x81.7 m � 77.80 x 1.26 82.24 79,9� OF TERRY 85.51 g ANN x 81.51 82.23 / m' WARNER x ,�/ x 7.28 No. 38721 w x 83, 7 Fy7 -o �_ca•7t5 x 78,67 psi '�FG STE�`�� J 7.14 o) 4n \ x O,yq Q0 I_ (a, 01 4,07 -7 ��0 x 8 03 BL 20-09 �F Mq 88.88 \ 37,7-77� 0.87t AC. o PETER T. 88.72� oCENTEE of paved Dive in CIVIL "' t No. 35109 86.62 160.00' Ado SfG/S1E �� 85.37 N 84.12;30" W 83.98 PLAN REVISION - 11/16/15 FLOOD PLAIN DATA 1) BUILDING FOOTPRINT NON HAZARD 2) PROPOSED SEPTIC SYSTEM LOCATION ZONING CLASSIFICATION: ZONE RF 3) PROPOSED GRADING SETBACKS: FRONT YARD=30' PLAN REVISION - 6/30116 SIDE/REAR YARD=15' PROPOSED SITE PLAN 1) BUILDING FOOTPRINT MAXIMUM BUILDING HEIGHT = 30' 2) PROPOSED SEPTIC TANK LOCATION WIND EXPOSURE CATAGORY: Exposure B 3) PROPOSED GRADING Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works,Inc. WARNER SURVEYING 1"=30' P.T.M. 144-14 PROPOSED SEPTIC SYSTEM SITE PLAN 12 West Crossfield Road 22 Long Road 205 SCHOOL STREET COTUIT MA Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 5/20/14 P.T.M. 2 Of 3 Prepared for: Kingsland Bay Realty, LLC, P.O. Box 3414, Waquoit, MA 02536 c 1 • • FOUNDATION GENERAL NOTE5: o V 0 SMOKE DETECTORS REVIEWED L=.NEIGdTLDLR-WALSTDw o lu TNIL:.ON 2-N 10'CON'TI\J011E GON:LRETE m F001'ING vJ BEY;PRO`/15 2 RC/L OF°E < U R REBAR.F TOP OF WAIL,2"L!EAR.RI IS o N M OPTIONAL IF SAND/GRAVE!959i COMPACT L C (REr-ER TO 5E:-TION5 FOR WALL HEIG4T5) w y -9AyNEn'T s_ABS ifi BE-CONCRETE IBco°SU +d.. 4RL"B ILDING DEPT. DATE W I"v1,bdc W'LPF TO BE VAPOR BARRIER OVER 6'WE!LPGRADEO GRAVEL COMPACTED iC¢59a MAT:.OR;'0EN51iT v m CD iR GARAGE 5LAB5 TO BE A'LCNCRETE m p L 'A500 FBI)ON E"WE' GRADED GRAVEL C r _ COMP.TO?S}N.A.\.DRY OEN5I IY:5LAE ` BE SLOPED APPR°.N.E"D°'n'N TO w FIRE DEPARTMENT DAT4 BOTH SIGNATURES ARE REQUIRED FOR PERMITTING SILL OUSE TO EE('/ 51RBR5T IL_; l o - - MIN.])BO GAL Te PER NSIL.STEEL ANCHOR BOLTS � N G .()B SILL LORNtRS TYPICAL, E - SILL AT GARAGE TO BE(2)2,N65 0 0AER SILL F.iJ C W/5/e'TIZ'GAL VANIZED STEE!ANCHOR BOLTS p yi - ----------- O ---------------- - R2�1"O.L AND?'FROM LORNER5 TYFIL.AL: L •- - n - MIN,(^I EOLTS PER SILL y y O a p a _______ ____ -_.____--------- ANLBEFA51Sri+.4__%1.G ALL PLATES �p c1 P6_ ANDS F NEA '/3 I50LT_PLATE WA.SL; CELLAR SASY '•TYRE SHAG r'A IN.O 2 A T5 P-R SILL r WASHER TO SIT ON UPPER SILL _-_-_-_-_-—. 4-=II. GARAGE FOUNDA ON ARE NOT NE✓SSARr, y \J. °S%LOMPACTION REOUI2O () P.T.SILL W/5/e'..1I_' A—CR BOLT C PC. V J •� FROM CORNER —..FICA - N.(2)SOL75 PER SILL .1 10 DIA,CONL.TUBE 1 —SEAM POCKET SEAM KET—'� - W'/2-'OIA."5IGFCOT' - - - IO"CONOREI=FO'JND.Y.A!L— 135 � ; \; FOOTING,TYPICAL ' r1 ON 2-",N IO'LONG.FOOTING: MAINTAIN=-O'MINIMJN TRON. \� —— GRADE iC BOTTOM OF FOOTING —. _.— _ F �— DIA ALLY COLUMN - - ` Oh'BC'.N 50"N IO"DEE? FOOTING CDGEL!AR SA5!I b - V 95AN POCKEi� IB- / I a o _ ______ _v _________ ___ __-_____ _______ a_ _______ - ___ a _.t -- ________ _�._._ ._._ PqK_ l - - r ` 000 = 4r1 5 VT'DIA_ LOWMN NP �1 A-I ISIMPSON L CAP ON So.A 50.h 10.HER - - FOOT NG � ��NIL ELE I/-DIA_ALLY COLUMN I FOO I`Io M J4�Ta W/51MFECN LLCFS-5.5 GAP '�I` 51Nl1LTlYli<�JI ON .11_a"110"DEEP _ FOOTIN. . r ____.. a__.-__-. IBIC IEI ISIC 1510 � (11 f; 'I Ve_ OI /.' II / (5113/. OIz s i L N VL BEAM fEE_o'M._._.___�._ _V_.,_Av' _onl iv_E. (-Lonr - —sTz T IONI Y ___-_____ __ ____ _ d - „EEP m1 0 LNoo3 1/2'CIA.LALLY COLUMN .2 IA ALL O'NN—• _ - ?5%LOMPACTON RO. Wr5N�50 LC55.LA. i 'O3 AT UPPER FOOTING D,n-2 -IC J='F u - _ - l 1 . .. -.Dw LA u -------------- TOP _____ III —DRCF OF WALL TO BOT OF 7 _- SIIY S LLL5!S GAF --r\- r�TELL ON-a n_J,IO DEEP FIG, �. —(_).*E't SILL W/5/5'al2' L. 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EAVE DETAIL CALL'LOLUMn' 1 SW 16 5__ . �a W/sle Via•AN.,oft V � EO i -J.OL('r=ILA_) — OF FOOTINb_ - :i O 10 CONCRETE FROSTWE /L BASEMENT EL AB5 TO BE ' __m _° .——_.———— — t_____ CONCRETE(W00 ° W/KEY 60-OF FOG-INu B NIL,VAPOR BARRIER OVER N. — 6 GWELL-GRADED GRAVEL . ` COMP NSID TO 954 MA.N. - - ARLHITE TURAL __� - V T IV ill -'\ �1' _ ONB_51X6 GOOD _ u __ ____ _ _I SCALE: /-'. 1'-O `� _ 5EGT10N .cl) —ELE IN CUD ILO \'F ALUMN.DRIP EDGE �STflUGTl1R ON LN�FASCRIA (� 6 I I I s�2a;hs-rea--- I I >_STRUGT.ON��c IX SOFFIT W/Cow. Lv/IFE FASLI £ - I'AIDS PERF.VENT --P:a o 3v °BOB SED MOULDING O. ` RIDPE VENT LA OVER IN FRIEZE ON IX'6!OCKING O °bole BED - .X?RIDPE - - ON IX FREZE i„ 9acd�d"ma wm I/ CD,X F_ c ON IX BLOCKING- 1_ YWOOD m =3:a Bm�ac'o'T,00mc "LNDM.ARK ROOF:� 2' -I' bl/a• __ _ LRILhET \ - /�( cH NGLES BY _xb_0 6 0.... O - T/a' ~ _ _ c ao m \ LERTAINT ED \ 5/E'LD RY OOD L'n IVSTRAPF NG b- RAKE / RAKE RETURN DETAIL g 12�.NE.,112- F JOISTS ____� (?I?x10 BEAM - <u- dA-urE„vq m I LG LA¢T1.8 - xtiE:11/2 AT REAR DORMER e Ih DG P A\ BED.2 �1nb RA"R5 e ib'OL. • -"-- DOME¢ v' �- EAVE DETAIL AT FRONT OF GARAE �� •� G TOP OF PLA W O SCALE:1 1/2" 1'-O" /�` G WOOD �— .' ^ ———— —— P M5TR.BA DORMER ` Q�{{'SJB FLOOR __ 6 OL l___ \—Ili GYP EOARP - '�'� `�aSELONDFL00R ----- O IXB STRAFE N6 i _ •�.In (a LLb.JOISTS V \JII TOF OF PLATE —— - (U />^�'E I/E•/- _ARCH iELTLRAL ASPHALT 5H N6LE5 "� O W e*FIRST FLOOF - ABPHALI 6HIN6LE6 b/5-CDT PLYWOOD 0 / LLJ 5/6'LD.X PLYWOOD b - '_XB'A l:1a'O.C. 0 V' �X 05 a lb.OL CU .5oo:C-AN— V 0 KIT- aN LX RARE a)HEN BATH C,5HI16L=_- aN is sL acKUNG \ 2Xb�e IE'OL. _ L CPA PLY�P U N.DRIP EDGE AUMN'.DRIP EDGE v� 3/-i:G PLYWOOD EILCO"C'WITH A_ O X I i , II T/E"TJI 1105 . I_'EXTEN5IDN — —— O 0 w c lb•OL. p� _ O N wFIRSi F—LOC+R —'— -— — — ——— —' 'U"-N EIR90 R OIIOOk F—A 4 5/B' _ ..' OF FNDATIO= =5002 GROWN' 1/ -P.BOARD O IKE S—INL- SILL ON P.T._NG ON I N FASCIA ELL 5/8 'X]-'ANCHGk SOLT F LALI 0"- OL. b Is26 BA5EMENT n \ I 1X SOFFIT w/LONT. jo nD.: —IT 50rFli W/Lon' a I-WIDE PERF VENT 10'CON'G,FGS'D.WALL _ - r a WIDE FERF.VENT Q \ BY'COR-A-VEnT' date 2E-A1NE 2016 BY^LOR-A- EASEMENT 5L AE5 TO BF-' N X 10•CONCRETE @@ - - .N^e00=LRO'/a' LNLETE(_WOO P51)ON FOGi1Nb w/K_Y �I \ � O:N I FRI:E I scale AS NOTED 6 MIL.VAPOR 5ARRIER OVER p —°bGIB BED ON I.X BLOCRIN6 51l2' 2- 6-VVL!-GRADE'v 6RAVEL ON 11 FRIEZE COMPACTED TO a5:t MAX. p C ON IX BLOCKING drawn DRY PENSITT - .#- 0 • ———_._____ .TAB.IOF OF FOOiIN6__ —I- ^.._ X HEAT,�A°IN6 IX'HEA'v CASING , ci ,. rev. :. 5 E G T o r! � IO EAVE DETAIL AT DORMER (SED. 2 8 3) I EAVE DETAIL AT REG. ROOM DORMER A-7 S L A L E /=" -O" BOALE: /2" I'-O" 50ALE� /2" I'-0' ISSUED FOR PERMITTING sat -1 Of O • _. . - E C ICI OUTSIDE ELEVATION -" U SIDE ELEVATION ! o E':TENT OF HEADER(TWO BRACED WALL 5EGMENTS) i MIN.1000 LB TEN5ION 4. = STRAP).5TRAF SHALL BE u� �- E'-:TENT OF HEADER(ONE 5RACED WALL SEGMENT) - _ENTERED AT BOTTOM OF ao Cu I HEADER. t L` t) i— a of PONY L WALL ar y N HFIr,HTI o e o o a o e E o\ o e o o SHEATHING FILLER IF NEEDED e o MIN.S"\II-I/="NET HEADER r. °1 =;_ TOF PLAT_ O° <o c� 4 oa ADER SHALL BE FASTENED TO THE CONTINUITY 15 c, \ I6D SINKER NAILS e KING STUD WITH 67I6D SINKER-NAIL_ R=GUIRED FER eo iN 2 ROWS 0 3"O.GLI R602.3.2 o00 FASTEN'SHEATHWG TO HEADER WITH bD GOMI�ION I° F I NAILS JN B-IN,GRID PATTERN AS 5HOINN AND 5 IN, Ito Mom[ O - o6 O.G.IN ALL FRAMING(STUDS AND SILLS)TYP. ao' 1�1 rA G. M 1� ry ° WOOD STRUGTUR.AL PANEL _ ^ E 4 ° MINIMUM COO LB HEADEF--O-JACK-STUD /, ° MUST BE CONTINUOUS GYPSUM!HALL BOARD.AS REOUIRED AND STRAP SHALL BE GENTE¢CD AT BC--ON oo FROM TOP OF WALL TO INSTALLED IN ACCORDANCE WITH CHAPTER C� P o OF HEADER AND INSTALLED ON B,AC. 51DE - BOTTOM OF WALL,OR - 7(OP THE IRG) ' CO °O AS SHOWN ON SIDE ELEVATION FROM TOP 0=WALL TO MINIMUM 2="WOOD STRUCTURAL HN o oe PERMITTED SPLICE.AREA PANEL SHEATHING OR 52" - STRUCTURAL FIBERBOARD SHEATHING 1° (EOTH EDGE5 AT CORNERS) Q to I6D NAIL(B-I/2"`:C.131")AT 12 IN.O.G. ^ O V M FOR A PANE_SPLICE(IF NEEDED),PANEL EDGES SHALL OGGUR / Ol OVER,AND BE NAILED TO COMMON BLOCKING AND OGGUR WITHIN THE MIDDLE 24 IN,OF WALL HE16d.T.ONE ROW OF 3 IN 04- N.41LIN'6 IS REQUIRED AT EACH PAN LEDGE. SEE TABLE R60230) 2 O I (FINISHED WIDTH) FOR FA5TENIN'G — OPTIONAL BLOCKING FOR GYPSUM WALL ` 0. \\ - BOARD 00 MIN.LENGTH 5A5_7 ON 6 H.IGHT-TO-WIDT� \\ / RATIO.FOR ENAMFLE: 16 IN MIN.FOR b FT \ / ooI HEIGHT. - \ / MIN.NUMBER OP STUDS SHOWN BRACED WALL LINE FULL-LENGTH KING STUDS !D*01= WI-H CONTINUOUS00 OPTIONAL NONSi RUGTURAL 5"EATHING -o. FILLER PANEL MINIMUM.24 WOOD 57RUGPJRAL PANEL NO OF J4 KS 5TU75 5HIEA--I141-01.1 5H2'STRU -U4AL ERB04R SEN (-OTH EDGE5 AT FULL-LENGTH KING STUD PER TAB-v ft 025(IE 2) GORNEFS) 5/5 MIN.THIGKNE5S o WOOD STRUCTURAL - i — _ _ PANEL SHEATHING \ FASTENERS ON BOTH SIDES / I..I..I d CV \ AT EACH PANEL EDGE J C'J O W Coll 2 ANCHOR 50LT5 PER R405.I.6 REOUIRED `FOUN'0ATICNI PER GORE C E 3 L T CO U 0 OOVER CONCRETE OR MASONRY BLOCK FOUNDATION GARAGE CORNER DETAIL 20 co o_ NOT TO SCALE .O NOT TO SCALE • L Ch C � -CS U NILHEIE ROOF SHEATHING d CuoLot — s'rauc'rurn� LSTA STRAP® 16''O.G. ° s EDGE NAILING- GSN) �s ^' NW _ tiv^III - i —2':6LOGKING-BETWEEN E34lie FC,R W N ROOF SH ATHING �C- RAFTERS(NOTCH FOR' - STRUCf UNLY JJJI "� 4^' CC VENTILATION IF REQUIRED. -.- r - �J REFER TO ARGNITEGTURAL •N V/ V W 0 -EACH N) PLAN5 FOR MORE INFO) _ � O u Q @ EACH END _ _ . r 00 ca 2 +++++++ l QO (A O IN0 ROOF RAFTER PER PLAN, R.. U A-1- (REFER TO ARCHITECTURAL H23A(INSTALL PRIOR TO 5EE ALTERNATE PLANS FOR RAFTER DIMS. / BLOCKING,AND PLYWOOD / ,\ AND EAVE DETAILING) / SHEATHING)ALTERNATE: .2A �`—ROOF RAFTER PER PLAN job no.: 1526 • - // date 23 uuNe Zola DOUBLE 2N TOP PLATE Scale AS Nor=Ec / .ALTERNATE: ATTACH OFF051NG RAFTERS EELOW RIDGE SEAM OR RIDGE:CARD W/ - drawn -'�-COLLAR TIE AS SHOWN.kIMCE STRAPS SEAM • NOT REOUIRED WHEN USING A COLLAR TIE. - rev. (IF SNOWN ON PLAN) rev. z ' a 3 STRUCTURAL RIDGE BEAM O 4 NOT TO SCALE RAFTER .TO TOP PLATE NOT TO SCALE - S- 1 . 1 ■ 0 ISSUED FOR PERMITTING Snt q. Of 19 e s GENERAL NOTES I$ y O A MATERIAL SPEGIFIGATIONS o -o � (RE5IDENTIAL IRG 'ON5TRUGTION) 2 y � o t H ly0 V FOUNDATIONS M GENERAL NAILING SCHEDULE-IIC MPH m o L I. ALL WORKMAN5HIF'TO CONFORI✓ TO THE 4. TIMBER FRAMIN(S: D.) NEW FRAMING: PROVIDE 2X BLOCKINGT nMBEROF NUMBER OF v REQUIREMENT5 OF THE MA55AGHU5ETTS FOR 2 J0I5T/RAFTER BAY5 AND SPACED OINT DESCRIP ION COMMON NAIL5 BOT NAILS NAIL SPAG Nb a+ STATE 5UILDIN6 'ODE,LATEST EDITION A.) ALL NEW TIMBER FRAMING: =4b" OlG IN JOIST AND RAFTER PLANE AT ROOF FRAMwv � N SPRUGE-FINE-FIR NO. 2 WITH ALL EDGES;ATTACH PLYWOOD ED6E5 TO BLOCKINe TO RAFTER(TOE-NAILED) =-aD 2-IcD EACH END s 2. FOR 517E LOGA ION AND GRADING F5=IOOOP51, E=L,300,000 F51, OR BETTER. THIS BLOCKING RIM BOARD TO RAFTER(END-NAILED) =-16D 5-16D EACH END ++ E INFORMATION,SEE SITE PLAN, BY OTH=R5. WALL r-RAninv o 5.) FRE55URE TREATED TIMBER(P.T): b. NAILIN6 5GHEDULE: r TOP PLATES AT INTERSECTIONS(RAGE-NAILED) s-16D B-16 AT JOINTS 5. ASSUMED.NET ALLOWABLE SOIL 5EARIN6 SOUTHERN PINE WITH 1`5=000 PSI, ALL NAILIN6 SHALL BE IN ACCORDANCE H GAFAGITY,O= 3000 F5F,FOR A MEDIUM E=L,600,000 F51,OR BETTER, WITH THE INFCM 7A5LE 5,1 UNLESS NOTED sruD TO PAGE-HAILED/ -IbD =-I6D o 0, o SAND/GRAVEL. GGI-IP051TION. OTHER HEREIN SFEGIFIGALL Y. HEADER ro EADER(PAGE-NAILED) 6D eD e"o.G.ALON&EDves SOILS ENGOUNTERED,GONTAGT THE G. LAMINATED VENEER LUMBER: FLOOR FRA 0 ENGINEER OF REGORD. ALL L.V.L. SHALL BE LgE L.V.L. WITH MULTIPLE-5TUD5: IbO @ 12" 57A66rRED JOIST TO SILL.T•OF PLATE OR BIRDER(TOE-NAILED) _-aD 4 Ioc PER JOIST JUT F15=2125 FSI, E=1,g00 K51,FV=255 F51, THIS BLOCKING 5LOGKIN5TOJ0I5T(TOE-NAILED) ,_gD 2-IoD EAcH END 4. CONCRETE: MINIMUM 25 DAY STRENGTH, FG_FER =150 F51,FG_FAR =5055 F51. 51 OGKINS To SILL OR TOP PLATE(TOE-NAILED) g-IbD =-IbD E.AGH BLOCK V W ayi FIG = 5000 FSI, 5/4" A66RE6,ATE, A.) ALL NAILS SHALL BE G011MON WIRE - PAKALLAM (PSL): ALL PSL SHALL BE NAILS. LEDGER STRIP TO BEAM OF GIRDER(PAGE-NAILED) E-16D -!-16D EACH JCIST DE5I6NED PER AI1iERICAN CONCRETE GG n H MIN. I,OIE E5 WITH r5=2gOO PSI, JOIST ON LEDGER TO BEAN(OE-NAILED) 9-aD 5-IOD PER JOIST INSTITUTE GODS,LATEST ISSUE, MAXIMUM 05 5F SUB-BORE WHERE;NAILS TEND TO E= ,gOG K5, rV=235 F5,i G_PErc=lSG PSI, SAND JOIST.TO JOIST(ND NAILED) 3-IbD a-16G PER JGISi IC SLUMP = 4 FG_PAR=2g00 PSI. NOTE THAT SPLIT WOOD BAND JOIST TO SILL oR TOP PLATE(TOE-NAILED) o-IbD 5-IbD PER FOOT MICROLLAM ,AND PARALLAM MAY BE A.) ANCHOR BOLTS ASTi✓ A301 g. HEADERS LE55 THAN 4'-O",USE 2-2;:6; ROOF sHEATHIN;, �y V 6ALVANIGED, MIN.5/b DIAMETER, USED IIJTERGHAN6EABL1'. ALL OTHERS PER-MA STATE BUILDING GORE. 60OD SrRU'_TN AL PANELS Frl v 12 LGNG, W/2-1/2"CX 5T,O SIN GOO RAFTERS OR TRUSSES 5PAGED UP TO 16'OC, aD IOD 6"EDGE/6"FIELD y' PER CODE GHEGKCIST,OR IN GONGP.ETE I. DEFLECTION CRITERIA: .L14b0 LIVE LOAD, L/360 TOTAL AL LOAD RAFTERS OR TRU55E5 SPACED OVER 16'O.G. aD IOD EDGE/ FIELD VIERS W/51MF50N ABU-5ERIE5 BASE, 5A5LE rnD ALL RAKE OR RAKE TRUSS W/O GAL OVERHANG gD OD S=AGED 2 O/G FOR SLAB ON-GRADE 2. OPTIONAL: PROVIDE SHOP DRAWING SABLE nDWALL RAKE OR RAKE TRUSS NI STRJ URA-OUTLOOKERE gD IOD b"EDGE/E'F E-D 6ON5TRUGTION(I.E. 6ARA6E,BASSI TENT' SUBMITTAL OF ENGINEERED LUMBER ETC.) - -GABLE ENDWALL RAKE OR RAKE TRU55 W/LOOKOUT BLOCKS 8D IOD ED6 / "FIELD SYSTEMS FOR AFPROVAL PRIOR TO OEILING SHEATHING MATERIALS FURGHA511�6.) D*IC 5.) ALL WALLS TO-HAVE MIN. (2) #4' 5"PSUMwA LECARD Si COOLERS - 1..EDGE/IO"FIELD TOP HGRIGONTAL,2 (,LEAR, TO PREVENT WALL sHEAr-ma 't SHRINKAGE 5. METAL CONNECTORS: AS MANUFACTURED BY SIMPSON woOD STRUCNRAL PANELS C.) ALL WALLS LONGER THAN 25 SHALL S'TRON6-TIE CO.SHALL 5E HANDLED AND 5TUD5 s A -D UP To 21.cc. D. IoD e.ED6_/12,FIELD HAVE VERTICAL CONTROL JOINT WITH INSTALLED PER MANUFACTUREIR v_'AN si FIBERBOARD PANEL5 gD E. FIELD REOUIREMENT5, WITH ,ALL NAIL HOLES - - " 1/_'S"SUM W LLBOARD ED COOLER5 - T"EDGE 10"FIELD WATERSTOPPIN6 EETWEEN WALL JOINT. N FILLED, WIT'- THE 51%E NAIL AS SPECIE(-eD W =Looe sHEA-Inv N N C BT' MF6R.OR HEREIN. WOOD 5re0C70RA-FA=L5 a N U) T A.) RAFTER -1.OR LESS - gD IOD 6"EDGE/IU =1=_D O _J Q. 0 ,+ Ca RAFTER TO RIDG BEAM: SIMPSON — /o� / (D FRAMIN6 LSSU-5ERIE5,OR SIMPSON 5TRAP5 OVFR -GREATER THAN I' IOD 16D 6"EDGE/E =1E_D O Q E TOP OF PLYWOOD, 5PAGED 16 O/G; O 3 r O I. ALL WORKMANSHIP TO GONFORPf TO THE U 0 = � V .arw�... A� 0 •Z c6.) RAFTER ENDS TO TOP PLATE: � O REQUIREMENTS ( THE MATEST E SETTS 5IMF50N H2.SA 3 'NID ELE 4 Y V/ C) d O STATE BUILDING GORE, LATEST EDITION. CUDILoCo C 2. STRUCTURAL DESIGN LOADS: G.) BAND J015T'. SIMPSON STRAPS AT sTRUCTUR` T U O DEAD LOADS: ACTUAL WEIGHT OF 5AND O/C::C5-14R-48 CENTERED AT U L- JOIST ' BUILDING GOMFONENTS LIVE LOADS: 'NOW LOAD = 30 PSF 6. BOLTS: (PLUS DRIFT) WITH BOLTS IN WOOD FRAMING SHALL BE s,z:.tssTRucT, APPLIGABLE REDUCTION 5TANDARD MACHINE BOLTS UNILE55 NOTED U } OTHERWISE. BOLT HOLES 1N WOOD SHALL ATTIC STORAGE = 2G P5F LT H BE 1/32" LARGER THAN BOLT DIAMETER. a) N U) BOEAD5 AND NUTS SHALL BEAR ON 7 LIVING FLOOR = 40 PSF 5TANDARD MALLEABLE IRON W,A5HER5, N (n O OR SQUARE PLATE WASHERS. ALL NUTS U Z SLEEPING FLOOR = 30 P5F SHALL BE RETI&ILTENED AT GOP'IPLETION 0 0 cB DECK5 AND BALCONIES = 40 PSF OF JOB. 0 U) L_ WIND LOAD: GRI T ERIA USED FOR 110 MPH L Cu 3 EXP05URE B OR G AS NOTED PER PLANS -. BLOCKING: N � *' O In BLOCKING SHALL BE SOLID BLOCKING, 0 3. STRUCTURAL STEEL: (AS REQUIRED) A.) BL2X MINIMUM,AND FULL DEPTH OF MEMBER. O A.) A571 A5'12 GRADE 50;SHOP FAINT N(� B.) STUD WALLS: PROVIDE BLOCKING AT WITH RUST INHIBITIVE PAINT. THRU-5GL75: a ASTM A3071, 1/2 DIAMETER;PUNGHED O/G, MAXIMUM HEIGHT. CORNER5 HOLES: 0/I6 DIAMETER. TO BE BLOCKED AT 48 O/C WITH FL)'WOOD EDGE (JAILING TO THI5 job no.: I526 5.) WELDS: SHOP WELD GAF AND BASE BLOCKING- FOR THE FIRST ^o" OF THESE date _E JUNE 2OIb PLATES TO GOLUMNS;SHOP WELD BUILDING CORNER5. scale As NOTEc BEARIN6 PLATES TO 5EAM5;USE E-1OXX ELEGTRODE5. ALTERNATIVELY, FIELD G.) NAILIN6 5GHEDULE: drawn: JLw/ AL WELD 5'1 GERTIFIED WELDERS. SOLID BLOCKING TO BE,ARIN6: rev. HOLES: g/I6 DIAMETER. 2-5D TOENAILS EA.SIDE rev. a G.) DEFLECTION CRITERIA: L1360 TOTAL BLOCKING BETWEEN STUDS: IS 1 § LOAD DEFLECTION. 2-IOD TOENAILS EA. END, OR 2-16D END( -NAIL5 EA. END ISSUED FOR PERMITTING I snt 8 of 15 • • • I - SiRUCNCY NGTES. C u C • - -ALL NINOO'n a TERIOR OOOR •'-e N i.i HEADERS TO BE(B):'.s W/1/_% G .2 Y -- _ eo d. c HOOD UN Fc n : '.R'0 cD OT.c.VISE _ m [O -FLOOP.JOISTS TO 6,OL. RHA R O E EUSE U II 11 'JI 5 RM u'i 1�I1 i i G'G.G. O W/ /='O RIM JOIST w (L'NLE55 OiHB,RwISE NOTED) - eLj cc d t0 ALL POSTS F ENDS OF BEAM5 TO BE = L GANGED 5TUD5 EOUAL TO THE (,) MJNBER OE NEM55R5 IN TIE SEAM o ' NNLESS OTHERNIE NOTED) v C Z -ALL N'A!L5 WITH T DOORS ••. (� TO BE FRAMED AS5 2X6?.Nb WALL M m N -ALL ROOF,EEILIN&a FLOOR FRAMING 5HALL HAVE BLOE—G AT0'O.G. MA. TIAO BAYS,T YPICAL. N N -BLOEI UNDER A!L WA!15 OR c - OIL.FLR,.LOIS. UNDER ALL WALL 5 N E WHERE A—LIEABLE D -B!OOK ALL BEARINE-WAL!5 ABOVE L o;.O AT N.ID-HEIGHT V � PRO AMIE E HA N5B Ti AT ALL FLUSH N O POSTE GONNEAEEO a AT ALL e0 O POST GAPS e BP5E5 In III- Isla 151- j'J-WOOD POST DO'A'N O (2)P.T.2..10 FLUSH) (_7 PT '10(F!USN) woGD PosT uF PND Down' C •X-WOOD POST iJF LEAD BBARING WALLS _ vfTl, •� /711-1-111i, BEARING-WALLS AGAVE (f 1 s/ F�' L i sE_— ——— � � - __ _ TOILET LOCATION 1 a (_AGE JGIST5 A5 NEEDED f0 PLUMBING GLEARANGE) I �' V 46P FI aVJ V _ II /L- N it p I II I, weul O5' it ITJ Y I ml' I W N N C 'I I I a c Co 4-; co CD P05:U' .1� +M O J N T Co �I GGA 1' 15iO (3/13 'Il l/' V E- 10 I I 6 L P _ c MICME E 'p O O O �_ y�, CUD O F (0 U I I I IB1G y -- -- --- tILTIIR II I 31 1 BTR _ 3 1� U I :I. Lut o — . O - — �I 15 E v)- .y:F_ �� errt1t cr.BEAM fFItIH _ BEAM%".N(ITT/BEEN! •- (\ 96 00 - /1 (� V ^4-`Y W ^V/, U) a R A co m� �o E 1C) Ovi �jBEAM .T'(5)2.E BE " ?Nb BEAN B1.. 1512 Ieu Ian O U�= LL O N 0 c s i U ii A� s� job no.: 15_G date 2olb FIRSTT FLOOR FRAMING P L A N scale A5 NO-EC drawn':. JLM/.AL rev. rev. LL S ' 2 ISSUED FOR PERMITTING snt 10 of 1 • - STRUCTURA!NOTES:. p G•. O ff ' ALL WINDOW(ENiER10R DOOR CS N HEADER=TO BE(5)?xb'='.11/E' C PLYWOOD UNL E55 NOTEO OTHERNTSE - m v V 10 -F'_OOR 1015TS TO BE 11YERx4E15ER O R 112'TJI UO'S E Ib'O.G. �' N OSS RIB JOIST •N 10) - (UNLESS OTHERWISE NOTED) LL.f y 10 ALL POSTS e ENDS OF SE-5 THE TO BE G C t .ANGE-v 5TUD5 EGUA!TO THE (� NUMESR OF MEMBSR5 IN THE PF_AN v N NN!B55 OiH-cRN'155 MTED) o L • . -ALL WALLS WITH 21,I DOORS .4S O V TD 9E FkAMD 2xt WALL -ALL ROOF,CEILING a M—FRAMING SHALL HAVE BLOCKING AT=-0"O.C. NA.a TWO BAYS,TTMCAL: N BLOC,UNDER AL WALL5 OR w N • `BE!FLR.JOIST_UNDER ALL WALLA E WHERE APFLILA51-E O _ e!OLK ALL BEARING WALS ABOVE O Y 9'-0.AT MID-HEIGHT - (5)2.N8 H-PDcR_ O -PROVIDE HANGER:AT ALL FLUSH ,p U FRAMED LOIN--BAONS.c AT ALL P05i CAPS e BASES Lai All-WOOD POST UP AND DONN' C X-WooD POST UP LOAD BEARI1,6 WALLS W - 2xB L!G.J015TF yM.�e Ib"O.G. �•F - Ti- BEARING WALL 5 A6 E �• I - TOILET LOCATION ' cc (SPACE VOISiS A5 NSEDED ` I FOR PLUNSING L!EARANJE) 6.N"6 POST, LLLn ri:POST JOIN E ADED AREA RE'RESENiS� d._. _ II 11.1 / o/-LV =AD — _xb-%tiBk 5- GEI INC,LEVELcxANCi bsblPoST III Ij: I j j ABOVE SUB FL RJ DOW' 9i5 s I' q-i e6oc I; j j IrkaG I ; III - 6 N"6 PJST o,I _ TI{ji mj4: AIL d�nYl _�I Ld W u=rDDWN -�Ec!G.Jor1s �.iI _� , moo �0 BY��1 Nsl N N C e lE'o.L. 'Iw �o .I; gj. ml �w�.�` ��. �'� e e'7 Aalo I I ry�� rymrCO bU N/tD OPOW —\I / �DJNN rc I I 1 � I GCIr l/ 6 I - � D NQ O txE P05T y N D0 � 6N 6 �IT /6 O f Q Q v - E• (3113/n'XI91 ___.Y5}IA/:"x11 �' - ). /_.x--lrt..�.— $�/ % -� a " J r p k _ A } 3 N le,.OW) BEA reN _�-Rl\'REQQ I s' 0Q..JOIo�-(BFJA/.AA..1 6xFi OST O'N 6NE T UP I I I/ L_] l �--11—= ••_— ( I 06 _pSTR_I LO Tii () 'b AM BELD 1 .DER SPADSD AREA REPRE`xNIS _ - V FLOOR LEVEL CHANGE ' (I "BELC�2NDFLRI (3)UF1 2o;PJSi �1 ^' d I --max:POST, UP/Do'WN Y/ (lAl D) W a -" �- --B_ NNAZ_i--- - -- I -- N U O r— w�eLE..lo sT(eELa-.ate v�sg�m3T'f . 44AY I -�-� — � _ - - 0{ (6 i I e!o 1IG IeE!N w Li �/ O N p LL °e R u t*AM,re u5 E 4"xja 1, ..v!,eE L N O ' 5E_ D ER AL_ BE! Od MER !! 5 �__ ___ ___.___.___ ___�__ ___._I_ _______ ___ ___________ ___ _ L — . I` .^ VJ DDWN INp O In lob no.: 152t S E O O N D FLOOR FRAMING FLAN date .5 Jove Polt - - scale A5 n'crD S L.ALE 1/4 = 1'-0' - drawn: JLv</JAL NOTE:9 I/21 Too CAN BE REPLACED rev. WITH 2x105.AD,UST PLATE - HE15 NEEDED. rev. AS NE . - rev. • 3 S- ISSUED FOR PERMITTING sht 11 of j STRULTURA! TES: - o 0 ALL W'IN'OOW I ENTERIOR DOOR . HEADERS TO S-1 2XE 5 W/IC" s .d. W PLYWOOD UNLES.NOTED OT.-CRWISE A ALL P05i5 E END5 OF BEAM5 TO 5E m -V GANGED 5TUD5 EOIA!TO THE NVMBER OF N.EMBERS IN THE BEAN w t U) N\"ESS 01�I5E NOTED) N UO AL_:.L ROOF,CEILING t FLOOR FRAI SING L t . ALL HAVE 5LOLKI14G AT.1'-O'O.L. ` (� NAN,TWO S 5,T+PILA! G R' d BLOCK MD-R ALL WALLS OR p 05L.FLR,JOISTS UNDER ALL o _ ' WHERE APFLICAB!E • - V m /O BLOCK ALL BEARING WAL!5 APgVE 9'-O AT MID-HEIGHT y, -PROVIDE HANGERS AT ALL FLU N FRAMED CONNECTIONS 2 AT ALL c O N - POST LAPS�5A5E5 ++ E . A-WOOD POST DO'A'N G i+ ------------------- ____________._______. �( WOOD POST O-AIP DOWN U X"WOOD POST UP t0 V -_ - - L GAG BEARING WALLS /i•%-i•- BEARING WALLS A5OVE cm • --__-, C 1!ET LOCATION f A (SPA _IDISTS AS NEEDED r FOR FLU13I10 LLEARANLEI rT, M ^ d cc CD I I I , R ,Dap a _ I ti I I I _ _ ::, ,F n d N Ft� I — U I rL 0 __________ _ I O r-6 O.T,N I o STPU 34774 U O O _ - 1 _ U N o� "'OSI I MGU3.oE SDS ER ,I(/I - ___ ___ ___ ___ __ U •I-ry LAJ lo k ENE C!G.J01515 11' T{Tm W W (n ^^,V It'OC. I ryyl I..L : 5, eHDR 7 ------I (D O N f0 -� - ------- 1---------------a-------------- L u .—.—._. I L (31"Ne HEADER - ^` U W ,^ 0) V/ O U) C ON0 U c = ^L.. V . - job"no.: I52E - date 23,LNE-201E GE I L I.NG FRAM I NG PLAN scale AS noTBD SCALE! .114.. - I._1" . drawn JLW/JAL rev. rev. cl S-4 _ N ISSUED FOR PERMITTING snt 12 of • • i�, SiRUL iLRAL NOTES, e C C 1 ALL WINDdW t ENTEFIOR p-A p rn HI-v[RS TO BE(5)2,M5 WI 1/2' to d / - PL 7W'OOD UNLESS NOTED OiH_RWISE - td -ALL 105T5 s EN'DS IF BEAMS TO a- °V 1 GANGED 5TUDS EWAL TO THE NUMBER OF MEMBERS IN THE BEAM NN'LES5 OTHER'A15E NOTED) to N R ALL RIDGES OVER 20'-0 LONG- V 2A10 RA=TERS TO BE!u 1 31-1".II T/6'LVL N :aw c16"OL. I _ a -FROVIDE 2110 M N& BdAAF ep t P/ERLA"FRAAMING FOR RAFTER C i 4 I E.liO RA=r-R� 9EARINS/SUmORi Go Ca ALL RAFTERS TO BE 2TIO 5�F.No 2 67. "AGING,UNLE55 OTHERWS'_ANDT,D f - -ALL ROOF CEILING t FLOOR FRAMING y o 1 )-HALL HAVE B_O NS AT A'-0 OG. E E MA�.TWD BAYS, NAL L. -INHERE UNDER ALLL WALLS OR C a+ .�_ OBL.FLR'.J015T5 UNDER ALL WALLS y y WHERE AF:LILASLE O i0 U RB_ POST. I - OLN A!L BEARINb WALLS AEOV= ' OAT MID-HEIbHi ' 616 F05T. �T _ Q-WOO)P05T DOWN. --'----- - -- --'---' --' ------' i- -=��_' --= �' __f !- - --- -- '--- -_----- -- ---- - ---- -- IC-NOOD PosT uP AND Dom LRLI;ei— x-III POST UP r `-51MP5o' LOAD BEARING AILF W ORM R A'1 RAFTEP.5c16'.OL LE ERdFA/ I I yU E5 O - I (a 1�1 6P05i. 2.1I I FAF=R= DD�, RI Bo � � 2x= OLL R TIES ' CJI Io I 2x10 Fr[Rs I ` cc l F la !to G sT. 1 1 L N li I 1IDG BOA ID i m I. oanu I( oveRLAr 11 L' o, FTRAI o — � _ DovlrN - vo nos), �. --- - r!1 s 's e=n / I. + �..IN ° TO Bm / o No.,'.t r s1 PSO HANGER_ ._ .� .�>_� .�i- �. . -- --- --- NCHBLr J N o=a Ig cuoro :1 0'^ N 367> r_' O O W U I R55 I< 3 STRUCTU J,/ ^s Q r-� C ('_1 1212 C w rF.A INb - fAFT2; ?.\t^v 4A'r'EFS fir, O Q o j I¢ G� �'. i t IE'O.L B 6'L L RA ANb i.�i U COO c _ 71 _ - _ N U � O L 6. (2 I /4 91/.'WL�. _)_fl / u=w_ �,_'I;U, t ?L.1Z`L _LI / ^.12L.L"_ _ r U -__ __ CRICKET : I b.Nb POS i, PST, DOWN _ DOWN U �t� I1 CID 2 '1:12 � ` EL W - 0) ROOF F R A M I NG FLAN I' 6Cu C SO—ALE. 1/a _ 1'-d" —12:12 12:12 Cn 0 O \ Q.O\ N o ` job no.: 152e —12:12 12:12= date 2e xNc 2D,6 /- 12:12 12:12 / scale A5 kOTES' a 4:12 drawn JAL ..�: rev. rev. .. o c ROOF PLAN S-5 e G A L e.. B/I b = I'-O° ISSUED FOR PERMITTING sn, 13 of 13