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Home My WebLink About0277 OLD JAIL LANE � � t z �� , � _ CF THE rp �.1, tips i Application Number........ .....—.✓.Q.9.1......................... `* BARNSrAF.XE, # LMAS& g Permit Fee.......�`.�� ... ....Z. .........Zoning District........................ i639. ♦� CFO MA'1 A Total Fee Paid TOWN OF BARNSTABLE Permit Approval by............`.��........On.. BUILDING PERMIT Map......... 7................Parcel......C�Lo........................... APPLICATION Section 1 — Owner's Information and Project Location Project Address J72 Village � t Owners Name lA'� Owners Legal Address �7 �� . 2�\ t'`a State • ZiP Owners Cell # E-mail Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ C ercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm build ❑ Deck Apartment Sprinkler System Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Foundation Only Other—Specify Section 4 - Work Description �� VK9y�C�2��' ce��' ' �eCQ.--- ` Z �'��C �o�k�' — � r►�t��- 3 V Last updated: 1/31/2020 Application Number.................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure 3 z Dig Safe Number =0-ID 44 It 33 Z-L # Of Bedrooms Existing 3 Total# Of Bedrooms (proposed) 'yko + r 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics [L]�Wiring ❑ Oil Tank Storage Smoke Detectors [Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply ❑ Public Private Sewage Disposal ❑ Municipal LJ On Site Historic District ❑ Hyannis Historic District Old Kings Highway Debris Disposal Facility: �`'��^ t7vvL.a� i C p y I am using a crane Yes No g Section 7— Flood Zone Flood Zone Designation q0 Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8 —Zoning Information , Zoning District (' Proposed Use ` � � Lot Area Sq. Ft. 43�-, Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) Y 1 Setbacks Front Yard Required Proposed J60 Rear Yard Required L Proposed Side Yard Required Proposed L90 Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 1/31/2020 TOWN OF BARNSTABLE PERMIT CHECKLIST Sip off hours for Health and Cousarva o are 8-9:30 am. and 3:30-4:30 p.m, 1. NEW STRUCTURES/REMODELING/RENOVATION/ADDITIONS Ed"Site Plan showingsetbacks of proposed and existing structures P P g ❑ Commercial—One complete set of full sized plans one reduced 11"xl7" (plans may require a stamp by hitect or engineer). Residential - 5 Sets of floor plans no larger than 11"x 1 T'smoke/co detectors marked V orker's Comp.Affidavit and policy(if required) s Check or COM check from the 2015 International Energy Cod Council(IECC) ❑Letter of financial Interest for new houses only(not required for rebuild after teardown) ❑ Performance bond made out for$4.00/foot of road frontage(new construction only) 2. DEMOLTION OF A BUILDING (NOT PARITIAL) ❑ Everything above plus shut off letters from following utility companies: ❑ Gas ❑ Electrical ❑ Water ❑ Sewer(if required) 3.-DECKS/PORCHES/GAZEEBOS/INSULATION/SOLAR/POOLS/SHEDS 6r ite Plan showing proposed location onstruction plans showing framing detail if new framing), P g g ( ) ❑ Pools—Barrier details,pool specs(engineers design) ❑ Workman's Comp Affidavit and policy(if required) 4 S FAMILY APARTMENTS ❑ Section 1 Plus: ❑Family Apartments are subject to approval from the Building Commissioner. Agreement must be signed, notarized and recorded at the Registry of Deeds and returned to the Building Department. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 - www.mass gov1k a Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/organizafi livid ): G y- Ne Address: 1�O Co - City/State/Zip- �2Q °3° Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ lam ployer with 4. I am a general contractor and I 6. ❑New construction ployees(full and/or part-time).* have hired the sub-contractors y 2. I am a sole proprietor or partner- Mod on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• El Demolition workingfor me in an act employees and have workers' Y capacity. 9. El Building addition [No workers'comp.iron ance gyp•insurance.$ required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LEI 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. tContractors 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. s I am an employer that 1s providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/StatelZip: 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 OnO pe coverage verification. I do hereby certify under p ' an allies ofperjury that the information provided above is true and correct Si Date: /® Ar- 90 Phone#: Ofj`tcial 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#: 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 thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. 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 lime. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town-may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111, - Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 www:mass.govfdia . �wnr�zan�cc��lc Aciiiu e//J- Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Individual before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 08/12/2022 1000 Washington Street -Suite 710 GEORGE W.BLAKELY___� Bostonivig ,M 18 i U GEORGE W.BLAKELXw 130 REDWING LN/P,:O`BOX206 /,a.olGG-�mG/os�c" BARNSTABLE,MA'02630'c' Undersecretary ` Not alid withou igft re 9 Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Conskr� ts,A% ..rvisor �: rf CS-014344 """c" ires:03/20/2022 GEORGE W BLAKELY 130 REDWING-LN/PO RRQ208 BARNSTABLF�,JVIA 0 d8 #0 ` Commissioner daA �F�r, x 780 CMR 51 ,00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 38.00 Ductwork (unconditioned spaces): � .. Window 0.30 Door 0.30 .a .. mom Heating System: Cooling System: Water Heater: Name: Date: Comments j. section Plans Verefied E1eld Uenfeed Emal.lnspection Provswns omplie -Value Value s? Comments/Assumptions 403:6.6 ;All ventilation air inlets are ` ' 5 OComplies [FI36]3 l unobstructed and located a ❑Does Not I minimum of 10 feet from other ❑Not Observable event openings that constitutejp I known contamination sources. } ❑Not Applicable Outdoor forced air inlets are f � ;covered with rodent screens..A 4* � ;whole house mechanical ventilation system does not �" a 'extract air from an unconditioned � h basement unless approved by a s registered design professional. ixv x 'Where wall inlet or exhaust vents ,are<7 feet above finished grade41 ; +in the area of the venting aniiv identification plate isA. `3 Fy a J :permanently mounted to the 'Z. y ` r gexterior of the building at a>=8 R ' ' ', ; ;feet above grade directly in line with the vent terminal. 404.1 75%of lamps in permanent , s ❑Complies [FI6]1 fixtures or 75%of permanent ' ' �� ❑Does Not fixtures have high efficacy lamps , rib "" < ;Does not apply to low-voltage "` ❑Not Observable Ili htin a Gr ❑Not Applicable F G 404.1.1 )Fuel gas lighting systems have � :<❑Complies [FI23]3 no continuous pilot light. #; `k, r '❑Does Not r a EINot Observable #❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Addition Report date: 09/11/20 Data filename: Untitled.rck Page 10 of10 Section Plans Verified F'�eld Ver�f�ed #, F.inal'Inspection Provisions Complies? Comments/Assumptions 6z Req.1D Value Value Fw ❑Complies 403.5.4 ?Drain water heat recovery units , [FI311 tested in accordance with CSA � £ ❑Does Not 855.1.Potable water-side 4 f �roNot Observable 'pressure loss of drain water heat }= aP `# ' k ❑Not Applicable s recovery units<3 psi for �= t )individual units connected to one o.. a 3 or two showers.Potable water- ' ' 'side pressure loss of drain water s K ;heat recovery units<2 psi for i *A (individual units connected to _ � F! ;three or more showers. ., ', d , � 403.6.1- 'All mechanical ventilation system : °❑Complies [FI25]2 'fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy �' ' �` ❑Not Observable :;and airflow limits. ` � �❑Not Applicable 403.6.2 Installed performance of the '" nx �r ❑Complies [F132]3 ;mechanical ventilation system x' A Ak ❑Does Not ;tested and verified by a HERS 44 []Not Observable ;Rater,HERS Rating Field b ❑Not Applicable 3 a Inspector,or an applicable BPI � ) r 'Certified Professional,and i measured using a flow hood,flow 3 9 grid,or other airflow measuring device in accordance with either ; RESNET Standard Chapter 3ACCA Standard 5. ' 403.63 Ventilation devices and "� c OComplies i u �:, [F133]3 "equipment are tested and ❑Does Not certified by Air Movement and ° t - I Control Association("AMCA")or f . -+❑Not Observable p t t `- Home Ventilating Institutes ❑Not Applicable ("HVI")and the certification label is afixed to product.WhereR } . 'multiple duct sizes and/or Q� ,C";; ;exterior hoods are standard ;options,the minimum size shall _ fi 1 not be used. j 403.E 4 Sound ratings for fans used for ❑Complies [0I34]3 'whole building ventilation area ❑Does Not rated at a maximum of one sone �, * � f " 4 M '❑Not Applicables e 403.6 5 j Owner and the occupant of the -: rs x; ❑Complies [F13513 Idwelling unit provided with gam, ❑Does Not I information on the ventilation JV ;design and systems installed, -� u — `� ❑Not Observable f 'including instructions on the z 3;• it (❑Not Applicable s proper operation and 07, , a maintenance of the ventilation rVs )systems.Ventilation controls a , � :' shall be labeled with regard to 9', ;their function. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Addition Report date: 09/11/20 Data filename: Untitled.rck Page 9 of10 Section Plans:Ver�fied Field Ver�f�ed # Final{nspection Provisions " Corttlphes?: Comments/Assumptions &RegaD Value Valtae 403.3.3 ;Ducts are pressure tested to cfm/100y cfm/100 ,Complies ; [FI2711 "determine air leakage with ft2 ft2 ❑Does Not ; ;either: Rough-in test:Total i = leakage measured with a k❑Not Observable pressure differential of 0.1 inch ❑Not Applicable ;w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ' ;test. Postconstruction test:Total leakage measured with a t pressure differential of 0.1 inch ' w.g.across the entire system ' f including the manufacturer's air i !handier enclosure.Post- ;construction or rough-in testing ;and verification done by a HERS Rater, HERS Rating Field Inspector,or an applicable BPI Certified Professional. ; t 403.3.4 :Duct tightness test result of<=4 cfm/100 cfm/100 F❑Complies (FI4]1 cfm/100 ft2 across the system or ; ft2 ft2 ;Does Not <=3 cfm/100 ft2 without air ;❑Not Observable handier @ 25 Pa.For rough-in ❑Not Applicable ;tests,verification may need to y } occur during Framing Inspection. 403.5.1 $Circulating service hot water [ '° V t �` � ,x ❑Complies [Fill]2 f systems have automatic or ❑Does Not accessible manual controls. i � � a []Not Observable ; u30 ❑Not Applicable ; 403.5.1.1. ;Heated water circulation systems g ❑Complies [FI28]2 v have a circulation pump.The • Oboes Not '. +system return pipe is a dedicated # F z#� r � -4❑Not Observable ; return pipe or a cold water supply , <r fl''❑Not Applicable k pipe.Gravity and thermos- isyphon circulation systems are z i not present.Controls for ,circulating hot water system {' r pumps start the pump with signal 'for hot water demand within the 1occupancy.Controls l automatically turn off the pump g, Om when water is in circulation loop ." , is at set-point temperature and r r = no demand for hot water exists. w s J ' $� 403.5.1.2Electric heat trace systemst�r ❑Complies [FI29]Z comply with IEEE 515.1 or UL � ❑Does Not 515.Controls automatically y , � � ,❑Not Observable ,,adjust the energy input to the ` ' w 'heat tracing to maintain the e .. ;" ❑Not Applicable 'desired water temperature in they Y ; piping. t 403.5.2 Water distribution systems that ❑Complies [F13Ix 0]2 'have recirculation pumps that �:: �' ❑Does Not pump water from a heated water _ 3 - X. Observable 'supply pipe back to the heated ; 1 . �� 1]Not Applicable 3 $water source through a cold e` j y jwater suPPly Pipe have a ' * ' idemand rec irculation water k� �# 4� system. Pumps have controls * �z x 4 that manage operation of the t , pump and limit the temperature ; of the water entering the cold iwater piping to 1042F. 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Addition Report date: 09/11/20 Data filename: Untitled.rck Page 8 of10 Section lan5 Yer�fied Field Verified # Final inspection Prows�ons p Complies? Commentstgssumpttons &.Req.ID _ Value F Yalue _ 303.1.1.1,`Ceilin insulation installed er `�g• ''�P MN �,�❑Complies.. 303.2 ;manufacturer's instructions. �� , r❑Does Not (FI2]1 ;Blown insulation marked every #�, v � � � []Not Observable ; ❑Not Applicable 303.3 "!Manufacturer manuals for �� ❑Complies [FI18]3 mechanical and water heating �� 011 ❑Does Not ,systems have been provided. P ❑Not Observable � � � ❑Not Applicable 401:3 1 Compliance certificate posted. �f � ` ' � ❑Complies Z � �� _ ❑Does Not �� {��" ��`��,��❑Not Observable �` � ' � ��...�'"��`��❑Not Applicable 402.1.1, ;Ceiling insulation R-value. R- i R- ❑Complies ;See the Envelope Assemblies 402.2.1, Wood ;❑ Wood ❑Does Not table for values. 402.2.2, 1❑ Steel ❑ Steel loNot Observable ; 402.2.6 ' t❑ (FIi]1 Not Applicable ; 402.2:3 `Vented attics with air permeable �� ❑Complies Z ] �T M t ❑Does Not [FI22]., insulation include baffle adjacent fto soffit and eave vents that �� []Not Observable extends over insulation. � ' ` � ONot Applicable 402.2.4 !Attic access hatch and door R- R- E❑Complies [FI3]1 *insulation zR-value of the ;❑Does Not ;adjacent assembly. ❑Not Observable =❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa.<=5 ; ACH 50= ; ACH 50= ;❑Complies [1`I17]1 :ach in Climate Zones 1-2,and ❑Does Not +<=3 ach in Climate Zones 3-8. ❑Not Observable ; ,❑Not Applicable 403.1.1 i Programmable thermostats � �[ Complies ; [FI9]2, 'installed for control of primary � a ❑Does Not ',heatingand cooling s stems and 9 y ❑Not Observable initially set by manufacturer to K 4code specifications. y �� :. ❑Not Applicable � , , 403.1 2 i Heat pump thermostat installed � � � 0 � � Im ❑Complies [FI10]2 on heat pumps. ��_ � h 4-��ky��w�: 1 !:❑Does Not �,s�`r3kz ❑Not Observable ; N�. ,g` ° r € � ��R-P Not Applicable 403.21 1 Hot water boilers supplying heat � � �' ❑Complies [FI26]2 'through one-or two-pipe heating �� w ❑Does Not systems have outdoor setback ` ❑Not Observable ;control to lower boiler water � � n zgE ❑Not Applicable "temperature based on outdoor temperature. f � � _. ❑Com lies 403.3.2.1 ;Air handler leakage designate P �� = [F124]1 b manufacturer at<=2%of A � y � � � ��" ]Does Not design air flow. �� " a g 3< �� ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 1,2'1 Medium Impact flier 2) 13 Low Impact(Tier 3) Project Title: New Addition Report date: 09/11/20 Data filename: Untitled.rck Page 7 of10 t#*'NtBoiseCascade Triple 1-314" x SAM" VERSA-LAW)2.0 3100 SP JPASSEDI Level 1\Dropped Beams\131(i913) BC CALC®Member Report Dry 13 spans I No cant. October 2,2020 14:05:52 Build 7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 1\Dropped Beams\61(i913) City,.State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: I. I I, 07-08-40 07-04-00 07-07-12 B1 132 63 84 Total Horizontal Product Length=22-07-12 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 1,729/174 435/0 82,2-5/16" 4,247/0 1,085/0 B3,2-5/16" 4,285/0 1,101 /0 B4,2-5/16" 1,681 /170 423/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin.(lb/ft) L 00-00-00 22-07-12 Top 14 00-00-00 1 User Load Unf. Lin. (lb/ft) L 00-00-00 22-07-12 Top 480 120 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 3,332 ft-Ibs 15.9% 100% 2 19-02-11 Neg. Moment -3,849 ft-Ibs 18.4% 100% 5 15-00-00 End Shear 1,499 Ibs 15.8% 100% 2 21-07-15 Cont.Shear 2,275 Ibs 24.0% 100% 5 15-10-11 Total Load Deflection U999(0.042") n\a n\a 2 18-11-07 Live Load Deflection U999(0.035") n\a n\a 7 18-11-07 Total Neg. Defl. U999(-0.021") n\a n\a 2 11-04-00 Max Defl. 0.042" n\a n\a 2 18-11-07 Span/Depth 9.3 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 4"x 5-1/4" 2,165 Ibs 11.8% 13.7% Unspecified 62 Column 2-5/16"x 5-1/4" 5,332 Ibs 54.4% 58.0% Unspecified 63 Column 2-5/16"x 5-1/4" 5,386 Ibs 55.0% 58.6% Unspecified B4 Column 2-5/16"x 5-1/4" 2,105 Ibs 21.5% 22.9% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum (U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design meets arbitrary(0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. BC CALCO analysis is based on IBC 2009. Design based on Dry Service Condition. All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Page 1 of 4 Boise Cascade Triple 1-314" x 9-1l2" VERSA-LAM 2.0 3100 SP PASSED • Level 10ropped Beams\131(i913) BC CALL®Member Report Dry 13 spans I No cant. October 2,2020 14:05:52 I Build 7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 1\Dropped Beams\61(i913) City, State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member ter-{ b d a o r® c e a minimum=2" c=5-1/2" b minimum=4" d=24" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL005 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALCO,BC FRAMER®,AJSTm, ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMT61,BC FloorValue®, VERSA-LAW,VERSA-RIM PLUS®, Page 2 of 4 miaoise cas�ae Triple 1-314" x 9-1/2" VERSA-LAM® 2.0 3100 SP PASED Cascade Level 11Dropped BeamslB2(i914) BC CACC®Member Report Dry 3 spans I No cant. October 2,2020 14:05:52 Build 7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 1\Dropped Beams\B2(i914) City,State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: 06.07-00 06-11.00 DS-09-14 B2 63 84 B1 Total Horizontal Product Length=19-03-14 Reaction Summary (Down / Uplift) (Ibs) BearingLive Dead Snow Wind Roof Live 131,6" 73/38 4510 B2,2-5/16" 427/0 171 /0 B3,2-5/16" 992/0 35.1 /0 B4,4" 535/29 167/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin.(Ib/ft) L 00-00-00 19-03-14 Top 14 00-00-00 1 User Load Trapezoidal(lb/ft) L 00-00-00 Top 0 0 n\a 19-03-14 190 47 Controls Summary Value %Allowable Duration Case Location Pos.Moment 848 ft-Ibs 4.1% 100% 2 16-03-06 Neg. Moment -874 ft-Ibs 4.2% 100% 5 12-04-14 End Shear 607 Ibs 6.4% 100% 2 18-02-06 Cont.Shear 748 Ibs 7.9% 100% 5 13-03-08 Total Load Deflection U999(0.008") n\a n\a 2 15-11-11 Live Load Deflection U999(0.006") n\a n\a 7 15-11-11 Total Neg. Defl. U999(-0.002") n\a n\a 2 10-00-03 Max Defl. 0.008" n\a n\a 2 15-11-11 Span/Depth 8.4 %Allow %Allow Bearing Supports Dim (LxW) Value Support Member Material B1 Wall/Plate 6"x 5-1/4" 117 Ibs 0.4% 0.5% Unspecified B2 Column 2-5/16"x 5-1/4" 598 Ibs 6.1% 6.5% Unspecified B3 Column 2-5/16"x 5-1/4" 1,343 Ibs 13.7% 14.6% Unspecified B4 Wall/Plate 4"x 5-1/4" 702 Ibs 3.8% 4.5% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Design meets arbitrary(0.75")Maximum live load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Page 3 of 4 i Boise Cascade Triple 1-3W' x SA M" VERSA-LAM® 2.0 3100 SP PASSED Level 10ropped Beams\1212(i914) BC CALC®'Memr Report Dry 1 3 spans I No cant. October 2,2020 14:05:52 be Build 7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 1\Dropped Beams\B2(i914) City,State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company_ Connection Diagram: Full Length of Member b ,.a- d — a o �o c e a minimum=2" c=5-1/2" b minimum=4" d=24" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL005 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD-.BCI®, BOISE GLULAM-,BC FloorValue®, VERSA-LAW,VERSA-RIM PLUS®, Page 4 of 4 l ®Boise Casca de EM=� Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP IPASSEDI Level 2\Flush Beams\FB1(i909) BC CALC®Member Report Dry 12 spans I No cant. October 2,2020 14:04:01 Build 7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 2\Flush Beams\FB1(i909) City,State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: 3 5 • • 2 ♦ • • • 6 7 8 11-04-01 08-10-03 B1 62 133 Total Horizontal Product Length=20-02-04 Reaction Summary (Down / Uplift) (Ibs) BearingLive Dead Snow Wind Roof Live B 1,3" 1,470/519 1,479/0 981 /0 B2, 7" 4,566/99 4,979/0 2,597/0 B3, 3-1/2" 1,181 /367 1,09510 772/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 20-02-04 Top 9 00-00-00 1 User Load Unf. Lin.(Ib/ft) L 00-00-00 20-02-04 Top 205 311 205 n\a 2 Smoothed Load Trapezoidal(lb/ft) L 06-05-02 Top 205 103 n\a 13-10-05 144 72 3 FJ8-11(i877) Conc. Pt. (Ibs) L 01-07-04 01-07-04 Top -475 -227 n\a 4 FJ9-10(i866) Cone. Pt. (Ibs) L 03-05-14 03-05-14 Top 178 89 n\a 5 FJ1-21(i868) Cone. Pt. (Ibs) L 05-05-09 05-05-09 Top 332 166 n\a 6 FJ6-14(i891) Cone. Pt. (Ibs) L 14-09-10 14-09-10 Top 253 135 n\a 7 FJ8-11(i896) Cone. Pt. (Ibs) L 16-08-04 16-08-04 Top 202 113 n\a 8 FJ10-8(i881) Cone. Pt. (Ibs) L 18-06-14 18-06-14 Top 91 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 7,778 ft-Ibs 58.6% 100% 3 05-03-02 Neg. Moment -9,483 ft-Ibs 71.5% 100% 1 11-04-01 End Shear 2,411 Ibs 39.2% 100% 3 01-00-04 Cont.Shear 4,358 Ibs 70.8% 100% 1 10-03-05 Total Load Deflection U385(0.347") 62.3% n\a 10 05-03-02 Live Load Deflection U665(0.201") 54.1% n\a 29 05-05-09 Total Neg. Defl. U999(-0.05') n\a n\a 3 13-09-05 Max Defl. 0.347" 34.7% n\a 10 05-03-02 Span/Depth 14.5 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Hanger 3"x 3-1/2" 3,317 Ibs 70.2% 42.1% HHUS410 B2 Column 7"x 3-1/2" 10,351 Ibs 52.8% 56.3% Unspecified B3 Column 3-1/2"x 3-1/2" 2,560 Ibs 26.1% 27.9% Unspecified Cautions Header for the hanger HHUS410 at B1 is a Double 1-3/4"x 9-1/4"VERSA-LAM®1.7 2400 DF. Hanger HHUS410 requires(30) 10d face nails, (10) 10d joist nails. Page 1 of 8 Boise cascade Double 1-314" x 9-1/4" VERSA-LAM® 2.0 3100 SP PA� ssEu:91 I Level 20ush BeamisTB1(i909) BC CALC®Member Report Dry 12 spans I No cant. October 2,2020 14:04:01 Build 7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 2\Flush Beams\FB1(ig09) City, State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum(L/360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design meets arbitrary(0.75")Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer:Simpson Strong-Tie, Inc. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Connection design assumes point load is top-loaded.For connection design of side-loaded point loads, please consult a technical representative or professional of Record. All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connection Diagram: Full Length of Member b - d — a o �o • c e a minimum=2" c=5-1/4" b minimum=4" d=24" e minimum= 1" Calculated Side Load= 146.6 Ib/ft Connection design assumes point load is top-loaded.For connection design of side-loaded point loads, please consult a technical representative or professional of Record. All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMTSL338 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER&,AJS-, ALLJOIST&,BC RIM BOARDTm,BCI®, BOISE GLULAM111 BC FloorValue®, VERSA-LAM&,VERSA-RIM PLUS&, Page 2 of 8 Boise Cascade Double 1-3/4" X 9A W' VERSA-LAM® 2.0 3100 SP PASSED 0 Level 2\Flush Beams\FB2(i907) BC CALC®Member Report Dry 11 span 1 No cant. October 2,2020 14:04:01 Build 7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 2\Flush Beams\FB2(i907) City, State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: 3 W 5 6 10-00-07 62 B1 Total Horizontal Product Length=10-00-07 Reaction Summary (Down /Uplift) (Ibs) Roof Live BearingLive Dead Snow Wind B1,2" 709/0 1,089/0 1,259/0 B2,4" 1,107/0 1,50010 1,644/0 Live Dead Snow Wind Roof Tributary Load Summary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 00-00-00 0 Self-Weight Unf. Lin.(lb/ft) L 00-00-00 10-00-07 Top 9 1 FC1 Floor Material Unf. Lin.(lb/ft) L 00-00-00 10-00-07 Top 20 10 n\a 2 FJ12-3(i858) Cone. Pt. (Ibs) L 01-05-15 01-05-15 Top 153 280 372 n\a 3 FJ11-6(i904) Cone. Pt. (Ibs) L 03-04-10 03-04-10 Top 242 466 632 n\a 4 FJ10-8(i881) Cone. Pt. (Ibs) L 05-03-04 05-03-04 Top 292 500 648 n\a 5 FJ8-11(i896) Cone. Pt. (Ibs) L 07-01-13 07-01-13 Top 405 561 656 n\a 6 FJ6-14(i891) Cone. Pt. (Ibs) L 09-00-08 09-00-08 Top 438 545 595 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 7,950 ft-Ibs 52.1% 115% 3 05-03-04 End Shear 3,335lbs 47.1% 115% 3 08-11-03 Total Load Deflection U413(0.281") 58.2% n\a 3 05-00-10 Live Load Deflection L/714(0.162") 50.4% n\a 6 05-00-10 Max Defl. 0.281" 28.1% n\a 3 05-00-10 Span/Depth 12.5 %Allow %Allow Bearing Supports Dim (LxW) Value Support Member Material B1 Wall/Plate 2"x 3-1/2" 2,565 Ibs 86.2% 48.9% Unspecified B2 Wall/Plate 4"x 3-1/2" 3,564 Ibs 59.9% 33.9% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design meets arbitrary(0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. All FastenMaster screws may be installed from one side of multiply Versa=Lam beams. Page 3 of 8 ®Boise cascade Double 1-314" x 9-114" VERSA-LAM® 2.0 3100 SP PASSED Level 2\Flush Beams\F132(i907) BC CALL®Member Report Dry 1 span I No cant. October 2,2020 14:04:01 Build 7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 2\Flush Beams\FB2(i907) City, State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member c b d a c o �o • • e � a minimum=2" c=2-5/8" b minimum=4" d=24" e minimum= 1" Calculated Side Load=676.2 Ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMTSL338 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-rm,BCI®, BOISE GLULAMTm,BC FloorValue®, VERSA-LAW,VERSA-RIM PLUSS, Page 4 of 8 &Boise Cascade i Double 1-314" x 9-114" VERSA-LAM® 2.0 3100 SP Level 2\Flush BeamsTB3(i908) BC CALC®Member Report Dry 1 span No cant. October 2,2020 14:04:01 Build•7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdi Address: 277 Old Jail Lane Description: Level 2\Flush Beams\FB3(i908) City, State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: 3 2 1 0"7-0o B2 B1 Total Horizontal Product Length=04-07-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 3-1/2" 245/75 326/0 157/0 B2,3-1/2" 1,200/367 1,509/0 764/0 Live Dead Snow Wind Roof Tributary Load Summary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 00-00-00 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 04-07-00 Top 9 Conc.Pt. (Ibs) L 03-08-01 03-08-01 Top 1,436 1,956 921 n\a 1 - -167 n\a 2 - Conc.Pt. (Ibs) L 03-08-01 03-08-01 Top n\a 3 - Conc. Pt. (Ibs) L 03-08-01 03-08-01 Top -442 Controls Summary Value %Allowable Duration Case Location Po s.Moment 1,891 ft-Ibs 14.3% 100% 1 03-07-13 End Shear 2,061 Ibs 33.5% 100% 1 03-06-04 - 6-12 0 Total Load Deflection 999 L/ (0.01 ) n\a n\a 4 02" n\a g 02-06-12 Live Load Deflection U999(0.005") n\a Max Defl. 0.01" n\a n\a 4 02-06-12 Span/.Depth 5.4 %Allow %Allow Bearing SU OrtS Dim.ti x Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 628 Ibs 12.1% 6.8% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 2,982 Ibs 57.3% 32.5% Unspecified Disclosure Use of the Boise Cascade Software is subject to the terms of the End User Notes License Agreement(EULA). Design meets Code minimum (U240)Total load deflection criteria. Completeness and accuracy of input Design meets Code minimum(U must be reviewed and verified by a 360)Live load deflection criteria. qualified engineer or other appropriate q Design meets arbitrary(1 )Maximum Total toad deflection criteria. expert to assure its adequacy,prior to Design meets arbitrary(0175")Maximum live load deflection criteria. anyone relying on such output as Calculations assume member is fully braced. evidence of suitability for a particular application.The output here is based on BC CALC®analysis is based on IBC 2009. building code-accepted design Design based on Dry Service Condition. properties and analysis methods. Concentrated side-load exceeds allowable magnitude for connection design.Please consult a technical Installation of Boise Cascade representative or Professional Engineer for the design of the connection. engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-,BCIO, BOISE GLULAM-,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 5 of 8 ®Boise Cascade I Triple 1-314" x 18" VERSA-LAM® 2.0 3'100 SP PAI ��tv I Level 20ush Beams\FB4(i882) BC CAL'C®Member Report Dry 11 span No cant. October 2,202014:04:01 Build 7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 2\Flush Beams\FB4(i882) City, State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: • • • ♦ ♦ ♦ ♦ ♦ 2 ♦ ♦ ♦ T • • 5 ' • • T T 23-01-14 B2 131 Total Horizontal Product Length=23-01-14 Reaction Summary (Down / Uplift) (Ibs) Snow Wind Roof Live BearingLive Dead B1,4 5,263/0 4,249/0 B2,4 5,332/0 4,293/0 Live Dead Snow Wind Roof Tributary Load Summary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 00-00-00 0 Self-Weight Unf. Lin.(lb/ft) L 00-00-00 23-01-14 Top 27 n\a 1 3(i102) Unf. Lin.(Ib/ft) L 00-04-00 23-01-14 Top 120 174 n\a 2 Smoothed Load Unf. Lin. (lb/ft) L 00-06-08 19-02-08 Top 354 176 n\a 3 - Conc. Pt. (Ibs) L 19-09-10 19-09-10 Top 464 231 n\a 4 - Conc. Pt. (Ibs) L 21-02-08 21-02-08 Top 404 202 n\a 5 - Conc. Pt. (Ibs) L 22-06-08 22-06-08 Top 368 184 Controls Summa Value %Allowable Duration Case Location Pos.Moment 54,458 ft-Ibs 77.8% 100% 1 11-10-08 End Shear 8,695lbs 48.4% 100% 1 01-10-00 Total Load Deflection U277(0.981") 86.8% n\a 1 11-06-08 Live Load Deflection U497(0.546") 72.5% n\a 2 11-06-08 Max Defl. 0.981" 49.1% n\a 1 11-06-08 Span/Depth 15.1 %Allow %Allow Bearin SU ortS Dim. Lx Value Support Member Material 61 Wall/Plate 4"x 5-1/4" 9,512 Ibs 56.6% 60.4% Unspecified B2 Hanger 4"x 5-1/4" 9,625lbs n\a 61.1% special hanger Cautions Header for the hanger special hanger at B2 is a Triple 1-3/4"x 18"VERSA-LAM®1.7 2400 DF. Hanger model special hanger and seat length were input by the user. Hanger has not been analyzed for adequate capacity. Page 6 of 8 Boise Cascade Triple 1-3/4" x 18" VERSA-LAW2.0 3100 SP Pp►I SSED ' Level 2\Flush l3eams\Fl34(i882) BC CALC®Member Report Dry 11 span I No cant. October 2,202014:04:01 Build.7118 Jbb name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 2\Flush Beams\FB4(i882) City, State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L/360)iLive load deflection criteria. Design meets arbitrary(2")Maximum Total load deflection criteria. Design meets arbitrary(0.75")Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Unassigned BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connection Diagram: Full Length of Member a o �® e c e a minimum=2" c= 14" b minimum=4" d=24" e minimum= 1" Calculated Side Load=257.7 Ib/ft Connection design assumes point load istop-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMTSL005 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-. ALLJOISTO,BC RIM BOARDTm,BCI®, BOISE GLULAM-,BC FloorValueO, VERSA-LAW,VERSA-RIM PLUS®, Paqe 7 of 8 *Boise Cascade Triple 1-314" X 18" VERSA-LAM® 2.0 3100 SP PASSED Level 2\Flush Beams\FB5(i899) BC CALC®Member Report Dry 11 span I No cant. October 2,2020 14:04:01 Build 7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 2\Flush Beams\FB5(i899) City,State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: • 1 . . • • • 0 14-00-04 B2 B1 Total Horizontal Product Length=14-00-04 Reaction Summary (Down / Uplift) (Ibs) BearingLive Dead Snow Wind Roof Live B1,2-5/16" 4,670/0 3,931 /0 B2,4" 928/0 902/0 Live Dead Snow Wind Roof Tributary Load Summary Live Tag Description Load IM13e Ref. Start End Loc. 100% 90% 115% 160% 125% 00-00-00 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 14-00-04 Top 27 1 FC1 Floor Material Unf. Lin.(lb/ft) L 00-00-00 14-00-04 Top 20 10 n1an1a 2 - Conc. Pt. (Ibs) L 02-01-12 02-01-12 Top 5,274 4,309 Controls Summary Value %Allowable Duration Case Location Pos.Moment 17,194 ft-Ibs 24.6% 100% 1 02-01-12 End Shear 8,504 Ibs 47.4% 100% 1 01-08-05 Total Load Deflection L/999(0! n\a 1 06-00-13084") n\a n\a 2 06-00-13 Live Load Deflection U999(0:045") n\a 1 06-00-13 Max efl. 0.084 n\a n\a . Span/Depth 9.1 %Allow %Allow Bearing Supports Dim.(LxM Value Support Member Material B1 Column 2-5/16"x 5-1/4" 8,601 Ibs 87.8% 93.6% Unspecified B2 Wall/Plate 4"x 5-1/4" 1,830 Ibs 10.9% 11.6% Unspecified Disclosure Notes Use of the Boise Cascade Software is Design meets Code minimum(U240)Total load deflection criteria. subject to the terms of the End User Design meets Code minimum(U360)Live load deflection criteria. License Agreement(EULA). Completeness and accuracy of input Design meets arbitrary(I")Maximum Total load deflection criteria. must be reviewed and verified by a Design meets arbitrary(03T)Maximum live load deflection criteria. qualified engineer or other appropriate Calculations assume member is fully braced. expert to assure its adequacy,prior to BC CALC®analysis is based on IBC 2009. anyone relying on such output as evidence of suitability for a particular Design based on Dry Service Condition. application.The output here is based on Concentrated side-load exceeds allowable magnitude for connection design.Please consult a technical building code-accepted design representative or Professional Engineer for the design of the connection. properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-1 ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMTm,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Psae 8 of 8 3)Boise cascade EMM Double 1-3W' x 11-719" VERSA-LAM® 2.0 3100 SP P�1L SSED I Level 3\Dropped Roof Beams\133(i701) BC CALL®Member Report Dry 1 span I No cant. October 2,2020 14.02:14 Build 7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdi Address: 277 Old Jail Lane Description: Level 3\Dropped Roof Beams\B3(i701) City, State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: �o 12 1 1 i 0 . 15-03-08 B2 131 Total Horizontal Product Length=15-03-08 Reaction Summary (Down / Uplift) (Ibs) BearingLive Dead Snow Wind Roof Live B1,3-1/2" 873/0 964/0 1,145/0 B2,5-1/2" 927/0 1,021 /0 1,855/0 Live Dead Snow Wind Roof Tributary Load Summary Live Tag Description Load Type Ref. Start End Loc. 100%, go% 115% 160% 125% 0000 00 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 15-03-08 Top - n\a 1 User Load Unf. Lin. (lb/ft) L 00-03-08 15-03-08 Top 120 120 240 Controls Summary Value %Allowable Duration Case Location Pos.Moment 10,810 ft-Ibs 44.2% 115% 6 07-06-12 End Shear 2,525lbs 27.8% 115% 6 01-03-06 Total Load Deflection U411 (0.428") 43.8% n\a 6 07-06-12 Live Load Deflection U612(0.288") 39.2% n\a 6 07-06-12 Max Defl. 0.428" 42.8% Span/Depth 14.8 %Allow %Allow Bearing Supports Dim.(Lxwl Value S ipport Member Material B1 Column 3-1/2"x 3-1/2" 2,927 Ibs 29.9% 31.9% Unspecified B2 Column 5-1/2"x 3-1/2" 3,107 Ibs 20.2% 21.5% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design meets arbitrary(0.75")Maximum live load deflection criteria. Calculations assume member is fully braced. BC CALCO analysis is based on IBC 2009. Design based on Dry Service Condition. Member has no side loads. Page 1 of 4 IL I f�)Boise Cascade Double 1-314" X 11-718" VERSA-LAM® 2.0 3100 SP PASSED Level 3\Dropped Roof Beams\133(i701) BC GALL®Member Report Dry 11 span I No cant. October 2 2020 14:02:14 Build 7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 3\Dropped Roof Beams\B3(i701) City, State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member b —d a o �o 0 c o� O a minimum=2" c=7-7/8" b minimum=3" d=24" Member has no side loads. Connectors are: 16d Sinker Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy'of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALCO,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAMTm,BC FloorValue®, VERSAAAW,VERSA-RIM PLUS®, Page 2 of 4 �)BoiseCascade Double 1-314" x 11-718" VERSA-LAM® 2.0 3100 SP PASSED �. Level 3\Dropped Roof BeamslB4(i696) BC CALC®Member Report Dry 11 span I No cant. October 2,2020 14:02:14 Build,7118 job name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 3\Dropped Roof Beams\B4(i696) City, State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: �0 12 - - 09-06-08 52 B1 Total Horizontal Product Length=09-05-08 Reaction Summary (Down / Uplift) (Ibs) Roof Live BearingLive Dead Snow Wind B1,4-11/16" 57/0 62,5-1/2" 5710 Live Dead Snow Wind Roof Tributary Load Summary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 00-00-00 0 Self-Weight Unf. Lin.(lb/ft) L 00-00-00 09-05-08 Top 12 Controls Summary Value %Allowable Duration Case Location Pos.Moment 412 ft-Ibs 1.5% 125% 2 04-W-06 End Shear 119 Ibs 1.2% 125% 2 01-04-09 Total Load Deflection L/999(0.005") n\a n\a 2 04-08-06 Live Load Deflection U999(0.004") n\a n\a 5 04-08-06 Max Defl. 0.005" n\a n\a 2 04-08-06 Span/Depth 8.8 %Allow %Allow Bearing Supports Dim. Lx Value Support Member Material 61 Column 4-11/16"x 3-1/2" 191 Ibs 1.5% 1.5% Unspecified B2 Wall/Plate 5-112"x 3-1/2" 192 Ibs 1.2% 1.3% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum (L1240)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design meets arbitrary(0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009, Design based on Dry Service Condition. Member has no side loads. Page 3 of 4 (W► Boise cascade 'Double 1-31V X 11-718" VERSA-LAM(g)2.0 MOO SP PASSED I Level 31Dropped Roof Beams164(i696) BC CALL®Member Report Dry 1 span No cant. October 2,2020 14:02:14 Build 7118 Job name: Michaels/Cannon Residence File name: 20304 michaels.mmdl Address: 277 Old Jail Lane Description: Level 3\Dropped Roof Beams\B4(i696) City, State,Zip: Barnstable, MA Specifier: Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member b + .�—d- a o �o a c O� O a minimum=2" c=7-7/8" b minimum=3" d=24" Member has no side loads. Connectors are: 16d Sinker Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALCO,BC FRAMERS,AJSTm, ALLJOISTS,BC RIM BOARD-,BCIO, BOISE GLULAM1m,BC FloorValueO, VERSA-LAM®,VERSA-RIM PLUS®, Page 4 of 4 c /1 200 SECOND FLOOR JOISTS @ 16"O.C. @ ENTIRE REAR ADDITION NOTE: INGHOUSE PROVIDES STRUCTURAL DESIGN FOR THE PARTIAL 2ND FLOOR FRAMING PLAN FOLLOWING COMPONENTSOF THE GRAVITY LOAD SYSTEM OF THIS PROJECT ONLY: PROJECTM ING20107 •END FLOOR W1Ox33 STEEL 1: 0 OCTOBER 7TH,2020 BEAM, -2ND FLOOR STEEL BEAM AND 2ND FLOOR 13'-10"1 LONG ITS LOAD PATH DESIGN- 2x10 FLOOR JOIST AND FACE FOR MOUNT HANGER CHECK. �V+*4pO\ "g O�C y KIM MICHAELS/JEFF CANNON RESIDENCE •WINDOW TRANSITION LVL 277 OLD)AIL LANE,BARNSTABLE,MA HEADER AT GABLE WALL 1 0 ? 'POSTS AND FOOTING •L P RECOMMENDATION TO trt OF RESOLVE LOAD PATH FOR STEEL �1� G BEAM(AS INDICATED). 277 Ot I E,BA HA CONNECT PACKED BUT STEEL O 0 qj 'ti BEAM WEB W/(2)SIMPSON 6� y�tr '4� �� / 0 STRUCTURAL SSTEMS OR MEMBERS HAVEE NOTE,THAT ALLOTH "H2.SA"HURRICANE CLIPS TO �O �' �•E' " NO.5W02 m, NOT BEEN DESIGNED OR LVL HEADER BELOW,TYP. -- QO .4x6 ST 'SO �FOrsr Q' CHECKED BYINGHOUSE,AND O 'Q ARE SPECIFICALLY EXCLUDED Q� E- FROM OUR SCOPE OF WORK. 9 020 �(�-2x6 ILT-UP POST HANG 10 FLO JOISTS N EAC INGHOUSE,a SID F FLUS 10X3 EAM V rr.s P.O.Bat 182 MaShpee,MA ,. 6)-10d "DJOIS ITH(4 ACE Od,TYP -- .. �',SQi o/9� 18 SmWe Street 9 ' ALL LS lOD MM) IRE Mashpoe Be 1r9� Mnshpee,MA 02649 _ structuxel design phone• 508-221-2980 6 ingenuity ema0: 'Y neb: JmaouJ �C,yl PA WEBO TEELB W/ LID ` AND T U BOLT /Y2"D .ASTM AIM, ."A"TH BOLT 16"O EKED, plo P05T DIJ F� / 3X" 7"OR a"SQU E V A- .7(26 POST ?2 ELO AX.H GHT= �y0 CON CT PAC 0 OUT EL �Q b BE WEB /(2)SI SON r, 9LT � 2.SA" RRICA CUPST 5 J POST OW, y DE POS AND FO INGI EMENT OSUP T I I I= 3,000 EACTI FROM i STEE AM(E .4"01 LLY rl.+ 0q !� CO MNAT 3FTx3 x12" - `ry\ ICKCO RETE TING, '. REINFO ED W/ )-p58A EAC AY). t 7 LVLHDR-Bush iP05T ON _' P05T DN KIM MICHAELS/JEFF CANNON RESIDENCE 277 OLD JAIL LANE,BARNSTABLE,MA 2))nI , MA = LARSjr"mH PROJECT#:ING20I07 AS AN ALTERNATIVE TO THE SIMPSON c� STRtCru�At "LSTA"STRAPS, THE SHOWN COLLAR CONNECT EACH FACE LAP END OF 2x8 CEILING TIES TO " P10 U*62 OCTOBER 7TH,2020 TIES CAN BE INSTALLED, WHICH RAFTERS @ 16" O.C. VIA. ONE OF THE FOLLOWING -Root Framing Connections ALLOWS TO THEN OMITT THE"LSTA"s. OPTIONS: "� F A.)(12)min. 0.135"dia.x 3"long nails; 10 0)/2020 B.)(5) 3-5/8"long Ledgerlok screws(by Fastenmaster); or @ ROOF RIDGE: C.)(5) 3"long Simpson"SDWS22DB"wood screws 5IMP50N LSTA 16 STRAPS @ EVERY RAFTER 2x 12 RIDGE BOARD (OR EQUAL) PLACE COLLAR TIES TIGHT BELOW I FIf O.C. RIDGE BOARD, NAIL EACH END WITH =ATH 1 NG 12 / \ (RAFTER,COMMON WIRE NAILS TO II 3 MATCH EXIST. 16 O.G. 3 5 2X6 collar ties @ 16" o.c. >S \ \ / \ AA1 U111111AT prop 12 INGHOUSE 10/07/2020 Page 1 of 1 Application Number........................................... Section 9 — Construction Supervisor } Name e e Telephone Number 76f }} Address .10(a City S State VW-- Zip 0,2G3 6 l G ®I�-5, ed�& 3�2c�22 License Number.* License Type., �iration Date Contractors Email � (��' l y� `co o". Cell # s-o*-m7Z(o-c(7 7 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Buil 'ng Code. I understand the construction inspection procedures,specific inspections and documentation required b�780 R and the Town of Barnstable.Attach a copy of your license. Signature Date 10—6`v2 0 Section 10 —Home Improvement Contractor Name �-� � Telephone Number Sof` ZZG —4�`j Address City %2t;,LC,64,j State 0-:— Zip 02�q7 8 Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts St 5 ilding Code. I understand the construction inspection procedures,specific inspections and an documentation re CMR d the Town of Barnstable.Attach a copy of your H.I.C... Signature Date /0-6—aC1 Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number ti I 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 Signature r Date l0 -(o-aG Print Name IN °�"��`e Telephone Number SCk'`7%vq 7 E-mail permit to: Q� Last updated: 1/31/2020 Section 12 — Department Sign-Offs Health Department ❑ Zoning Board (if required) El Historic District ❑ Site Plan Review(if required) ❑ Fire Department 0 3 f Conservation ❑ For commercial work,please take your plans directlylo the fire department for approval Section 13 Owner's Authorization_ I, Z , as Owner of the subject property hereby j authorize to act on my behalf, in all matters relative to work aihorized by this building permit application for: (A ess of job) tb � � Signature of Ow er date Print Na t{ l { ,I Last updated: 1/31/2020 tt Application number................................................ + Fee oV KOSA& gg - ........ ..... ................. �1�639� i�iri G Building Inspectors Initials.... `EDMA� I ��I��L� Date Issued........... .f. .1..... .......................... 001 gut- �� b Map/Parcel....... :.................................................. TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: STREET VII-,CAGE Owner's Name: rL Phone Number �r I`� - Z c7 91� Email Address: cc, c, �1 'z Z (� �,�„U,).. Cell Phone Number A C.6r-1 Project cost$ Check one Residential l� Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby au ofize y s" W to make application for a b g pe t ccordance with 90-CMR Owner Signature: ' Date: TYPE OF WORK ® Siding Windows (no header change)# S Q Insulation/Weatherization Doors (no header change)# I , Commercial Doors require an inspector's review Roof(not applying more than 1 layer of shingles) Construction Debris will be going to t CONTRACTOR'S INFORMATION Contractor's name -s- Home Improvement Contractors Registration(if applicable)# (attach copy) Construction Supervisor's License# (attach copy) Email of Contractor Phone number ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY.IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATION NUMBER *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides? Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s)of each tent Fuel source being used LP tank 20 lbs. or>Yes No , if yes, a gas permit is required. Natural Gas Yes No , if yes,a gas permit is required. If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval, *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOM_E_OWNER_-SyLICENSE EXEMPTION Homeowner's,Name: C"'n-o Tel I Z �' 3 a Cellar 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, s ' is inspections and documentation required by 780 CMR and the Town o arnstable. S ignature� Date i l,j F_ APPLICANT'S SIGNATURE Signature G//`" ` .- Date All permit applications are subject to a building official's approval prior to issuance. oFTME o Town of Barnstable *Permit'#"` 1) l G� : IT Regulatory Services �iea the rope issue date Rye MASS AS , Fee iOjO. i z Thomas F.Geiler,Director 1 �D MA't TOWN OF BARNSTABLE Building Division Tom Perry, CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 Office; www.town.barnstable.ma.us 508-862-4038 EXPRESS PERMIT AP Fax: 508-790-6230 Fax:- RESIDENTLA.L ONLY Not Valid without Red X--Press Imprint Map/parcel Number � � `�`� Property Address Ej (� Residential Value of Work Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address �. Contractor's Name _Telephone Number Home Improvement Contractor License#(if applicable)__Lq_4S#_ Construction Supervisor's License#(if applicable) DWorkman's Compensation Insurance ek one; - am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance isurance Company Name /orkman's Comp. Policy# opy of Insurance Compliance Certificate must accompany each permit. :rmit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of r000 ❑ Re-side Replacement Windows/doors/sliders. U-Value #of doors (maximum.44)#of windows clv *Where required: Issuance of this permit does not exempt compliance with other town departrnent regulations,i.e.Historic,Conservati etc. i 3 y w 20 ***Note: Property Ownef must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. NATURE: i PFILESIFORMS uiuilding permit formslEXpBESS. c sed 070110 i .. l of ZF�E r�Yy e BA RMCri-13Mr i Town of Ba.nnstable Regulatory Services Thomas F. Geller,Director Building Division Thomas Perry, CBO Building Commissioner 200 Main street, Hyannis,MA 02601 www.town.barnstable ma:us Office: 508-862-4038 Fax: 508-790-6230. Property Owner Must Complete and Sign This Section If Using A Builder c'&Iv tinj , as Owner of the sub l Pro Pe nY hereby authorizc k-'I �� 57,F " �C'(Irtact on my behalf, in all matters relative to work authotized by this building permit application for: (Addy of Job) a rf Owner Date P ' t Narn-e If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side, C:IUsers\d-colliklAppDataVLoc&WicrosoftlWindowslTcmporzry lnicmct FilcrlConttnt.OurlookiDDY57AAZIFxpRFSS, Revised 072110 doc *' M TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r� r20 b � Map Parcel Application # Health Division Date Issued 2 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis �rgject:Str-eet�AddreSSI �.____ Z 7 �1 J Ate► t� .X Village B �1 ��' li ry - OOw�ner .___j gy� Address Z:3 1 69 m, A-VL- GTelephone-- 0 vcr O'O Pe mit-Req-e t ►\j ) 1 _4) I X 3 ' S N e� i STr Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District .,M.ri Flood Plain Groundwater Overlay Project Valuation, Construction Type VV Lot Size Grandfathered: ❑Yes ❑ No If yes, attacl supporting:docu ntation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Zz w E � Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kingi Highw di ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ OtherCn w Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use ?46'117�`r'T' I.�li Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Wlfl / (�b'� ( Teleph neNumber_-,508 36-77 S9 6-0 Addr�essy� Z /�(/1,1�!1ill�t �b� cLieensel# •�3 7.(6 7 TMdtI, 4 04LN- c-,Homelmprovernent,Gontractor_#_16 7 +4/4- Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO JA LOA$ SIGNATURE DATE 2 3 .f Sr FOR OFFICIAL USE ONLY f a a APPLICATION# ` DATE ISSUED �} MAP[PARCEL NO. ADDRESS VILLAGE OWNER. •.• DATE OF INSPECTION: - a x FOUNDATION i • FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL R PLUMBING: ROUGH FINAL x GAS: ROUGH FINAL FINAL BUILDING Y . DATE CLOSED OUT ' . ASSOCIATION PLAN NO. e RARNSTAIU-F s Town of Barnstable - � =asp- �� i ArED��k Regulatory Services Thomas F. Geiler,Director „ Building Division Thomas Perry, C3O Building Commissign.er _ 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-962-4038 j Fax: 508-790-6230. Property OwnO Must Complete and Sign`This Section If Using A Builder I' 1 , as Owner of the subject.property c hereby authorize ( tact on my behalf, in all matters relative to work authorized by this building permit application for: 2 �L (Aikb (Addy of Job) a of Owner Date �Jqj- Pit Name ?' 4 If Property Owner is applyingfor permit,please complete the Homeowners License Exemption Form on the reverse side. C;IUsersldccolliklAppDatalLocaRMicrosofAWindowslTcmporzsy lnLcmct FilcslContcnt.oudooklDDVE7AA-7'EXpRESS.doc Revised 072110 Town of BarnstaWf Regulatory Services Thomas F. Geiler, Director - �g, BuiIding Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, AEI 2601 www.t6wn.barnstable.ma.us r Office: 509-862-4038 ` Fax: 508-790-6230 r HOMEOWNER LICENSE EXEMPTION Please Print . e DATE: JOB LOCATION: number ; street village "HOMEOWNER": \ name home 7ne# work phone# CURRENT MAILING ADDRESS: city/ wn ' state zip code The current exemption for"homeowners" `as extend to include owner-occupied dwellings of six units or less and to allow homeowners to engage an indiv ual for ire who does not possess a license,provided that the owner acts as supervisor. '< DEF `IT N OF HOMEOWNER Person(s)who owns a parcel of land on Which h e resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling, attached or.de ed structures accessory to such use and/or farm structures,. A y. c more than one home in a o- ear period shall not be considered a.tomeowner Srieh person who constructs "homeowner"shall submit to the Building 0 ial on form acceptable to the Building Official, that he/she shall be responsible for all such work erfbrded unde th.e buiI erirf; �5ecl7on 909.LI)';" .•.' The undersigned "homeowner"assumes re onsibility for °compliance with the State Building Code and other applicable codes,bylaws,rules and regul ons_ The undersigned"homeowner"certifi that he/she understands e Town of 3Axastable Building Department minimum inspection procedures and quirements and'that he/she wilr'!comply with-said'procedures and requirements. SignaMM of Homeowner e Approval of Building Official Note: Three- ily dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code ection 127.0 Construction Control. HOMEOWNER'S EXEMPTION `a The Code s tcs that "Any hbm=woer performing work for which a building permit"is requiiad shall ba exempt from the proi!isioris, ' of this section(Seem 109.1.1 -Licensing•of construction Supervisors);provided that if the bomeowner engages a`person(s)for hire to do such''•%" work,that such Ho eowner shall act as supervisor." Many homeowners who use this exemption are unaware chat they are assuming the responsibilities ofa supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack ofawareness ofic)results in serious-problems,particularly when the homeowner hires unlicensed persons. In this ease,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 chat 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 rr4ponsibilities ofa 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 fomr/ecrtifieation for use in your community, r t _ Q:forms:homccxrmpt TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Z� 6V (� � - Map Parcel Application #C� y Health Division { �J Date Issued `e ax)'' C Conservation Division Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Boardp Historic - OKH _ Preservation/Hyannis Project Street Address 277 Village ba4-A.5-/aA Owner mayQ,. ca-01 Address 277 ��✓ / ��- , � /I� Telephone J��B — ,36 7- 5'7 DO Permit Request A. 4/71to,'71e ZH Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type &Y Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑ x'Jsling ❑ rrgw ®e_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If ves, site plan review# Current Use Proposed Use tz APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number z qe- z re—L Address �l� 1!5�1 02 w License # cJ 702 9 /14M tine ,,/ 0 Z_s0/ Home Improvement Contractor#1101115f Worker's Compensation # / I -3 76' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO +/3 7 �ry��vs '1 o3�. SIGNATURE DATE �3 �� `s .`•t FOR OFFICIAL USE ONLY c APPLICATION# DATE ISSUED MAP/PARCEL NO. .. ADDRESS VILLAGE k OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING _ DATE CLOSED OUT ` ASSOCIATION PLAN NO. :i Jun. 9. 2011 9:30AM ' No, 0890 P. 1 ox� r Town of Barnstable a I i Regulatory Services ELXW6TAW r. MAM Thomas F. Geller,Director !L6;% t 1311ilding Division Tum Perry,]Building Commissioner 200 Main Strcc4 Hyannis,MA 02601 r�vsv.town.b arnstahIe.ma,us Office: 508-862-•4038 Fax; 508-790-6230 Property Owner must Complete and Sign Tf� s Section zf Us in .A.B u.xlder 0 n , as Owner of the subject propexcy bereby authorize i �� to act onn my behalf, in-A matters telat iV2 to work authorized by this bul&g pern it application for: 7 Clt;P' M'lam (4yV ( ss of job) S' of el Dam Print Name If Prove Proverty Owner is applying for pera-litplease complete the Homeowners License Exemption Fora On-the reverse side. Q:FO RMS:OYJAIERP$}tMIS51DT! II. i 1AM ONE i i _ 1 Y. .f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 'Map /• / Parcel o Permit# Health Divisions 000 1 OCT? Date IssuedLl _ Conservation Division >�� Mv/ Fee Tax Collector / SPTIC sYSTELM MiUS7 E2. Treasurer lL4 X J� -/�` /0'1 INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 �,, t NVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board / v �: TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address �? ,P a-6 —VW1L- Z_,V- Village /,I-NS 7? L,L Owner �f}�� /9 C,*L&50--V 1T Address o77 7 AIL Lti, Telephone �' �d'a 900 Permit Request 77� /VD o9 a/L/X �L C— L� v� 3y/G> /pi s 7��2�� .97vf' /Z�,�/�67 Square feet: 1 st floor:existing proposed 2nd floor:existing proposed — Total new Valuation /�i Zoning District A67 Flood Plain Groundwater Overlay Construction Type Lot Size 3. 6 7 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure . Historic House: ❑Yes &1qo_ On Old King's Highway: kles ❑No Basement Type: Full Q Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) C Basement Unfinished Area(sq.ft) 7 �� Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing 3 new Total Room Count(not including baths): existing- 8 new First Floor Room Count Heat Type and Fuel: ❑Gas &'Oil ❑ Electric ❑Other Central Air: ❑Yes ��Ukllro' Fireplaces: Existing New Existing wood/coal stove: 8"res ❑No Detached garage:Y existing ❑new size2 Pool:❑existing ❑new size Barn:❑existing &/new size 2Y 3v Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes L/No If yes, site plan review# Current Use /2E�/ Proposed Use I BUILDER INFORMATION Telephone Number "Address U License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO \�NATURIK DATE V FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO.- ADDRESS VILLAGE tT_75 OWNER J ' ;�... • F - • ; —' - DATE OF INSPECTION ^ _ ' 4 FOUNDATION FRAME INSULATION - ` FIREPLACE ELECTRICAL: ROUGH FINAL s PLUMBING: ROUGH FINAL r GAS: ROUGH .. N= FINAL FINAL BUILDING r _ DATE CLOSED OUT. r + x ASSOCIATION PLAN NO. ` r t r ESTIJUTA TED PROJECT COST WORKSHEET LIVING SPACE Value (high end construction) square feet X$115/sq. foot= (above average construction) square feet X$96/sq. foot= (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet X$25/sq. foot= PORCH square feet X$20/sq. foot= DECK square feet X$15/sq. foot= OTHER S-5� square feet X$??/sq. foot Total Estimated Project Value °FTME tpy,_ o r� BAMSr"L& The Town of Barnstable 9� 059. MAS& �m Regulatory Services Thomas F. Geiler, Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION l // Please Print d DATE: • 1 b 0 I JOB LOCATION: Cp 1:� number street village "HOMEOWNER": (?_AO S � �" �_JlD l �3 name home phone# work phone# CURRENT MAILING ADDRESS: Cx S O 110 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 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. na ignature 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 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. Q:FORMS:EXEMPTN I P American CraftWeld Double, Hung Window � oCraftsman WINDv OOR COMPANY MADE IN THE U.S.A. f Sizes - nominal, actual and rough opening sizes Window Section -Vertical detail of rough opening and window unit. NOminai _1/8 210 2/4 2i8 "3/0 - -314 Size Unit 21 3/4" 25 3/4" 29 3/4" 33 3/4" 37 3/4" 41 3/4" 45 3/4" - Dimension Roughl i 221/4" 261/4" . 30114" i 341/4"Openin 381/4"m n 421/4"� 48-1t4" g a o I I I � _ o 0 r � 0 a N � - o ------------------- � t LLh FIR EO -- y M a, &fix 5/6 height windows also available as"cottage style" • windows(unequal sash). Top sash is shorter than �k the bottom sash. 4 64 V IQ d ff � A N % RM 6/2 height windows also available as"oriel style" `° - 9 f windows(unequal sash). Bottom sash is shorter than the top sash. nh NOTES: 13 Egress Sizes- clear opening of 5.7 sq.ft.or greater. Mulled unit rough opening example: clear opening width of 20"or greater. 3/0 x 5/2 twin unit clear opening height of 24"or greater. 37 3/4" + 37 3/4" + 1/16" + 1/2" = 76 1/16" ► When mulling,add 1/16"per mullion to rough opening. ► Unit dimension is outside dimension,not including nailing fin. ► To determine rough opening of mulled units,add the appropriate unit dimensions. If mulling side by side,add the unit width(s). if mulling one unit on top of another, 0' -E add the unit height(s). Add 1/16"per mullion then add 1/2"for rough opening. o o �° 0- .2 m O c c Z) 0 D0 QO tY � , American Cra tWeld Picture Window & Geometric ' Craftsman f v WINDOW and DOOR COMPANY Shapes MADE IN THE U.S.A. Sizes - nominal, actual and rough opening sizes N&riihaqo ra �� r�� o � 1Si2 d Unit 2Ete M s M M Dimension a 2 Roug � ,' r �� Openitt r d � � � � Uaa � .•�� .. - Note: Optional grille patterns r shown are to match compara- '. win- dow.S double Specify at time of order . - to ensure horizontal grille a n. 11F I IL 11 11 t � alignment of picture window , and double hung window. m Other grille patterns available. Consult customer service rep- • e �w resentative. ` DH/PW/DH factory mulled units available (utilizes alu- minum mullion). To determine rough opening size refer to " instructions on previous page. Consult customer service rep- j r resentative for size information � � . . on quarter circle full circle octagon, arch top and trape- zoid windows. . 4 & TT.T• .,t� �, r�. � k. � �,� C =a� off „�k ,,,. �.�,, .� '• � � �, (� � ae � w sp <y Optional Optional Optional Sunburst New England Double Grilles Sunburst New England m. Grilles Sunburst Grilles Series 1150 Half Circle Sizes = nominal, actual and rough opening sizes �� i Q111 g �8 ` 4' 2/8� a `3/� 314 9/8 4 410 0 0I h 418 x iz5/4 m ' �6/6 �u >F ` Unit 25 314 29 314" 33 3I4" 37 3l4" 41 3/4" 45 3/4" 51 9116" 59 9116" 67 9116" 75 9116" Dimension RO Ig- 261/4' G 3D 1/4"'a �341fA 381d4° . 42114 �4611Q" 52 4/16 01118" 681/W '761/18 y QpenIrJ m t Note: 1150 Half Circle Height=Width+ 1.1/2" To align To align To align To align 2 over a over a over a over a 2/0 twin 2/4 twin 2/8 twin 3/0 twin c Asses Office 2Z 7 Parcel (� Permit# 3 (/ m onservation Office(4th floor)(8:30- 9:30/1O0•-2:00)j�n.��17 Date Issued -9 Board of Health(3rd floor)(8:15 -9:30/L.OQ-4:45) �—� J 2 Fee db Engineering Dept.(3rd floor) House# aj=4SINE BARNSTABLE. MAS& 19 &639. f0 MA'S B TOWN OF BARNSTABLE Building Permit Application PC'ect t Address 091� ®� J ( � � Village, "_Sb � OwnerJ6 h lSl1nar Address L�4 i'71� Telephone Permit Request First Floor square feet 0300 ` Second Floor square feet Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size �?j, Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Raj C6- J Proposed Use Construction Type PD 4 d 6 cc rn Commercial Residential V 111, Dwelling Type: Single Family V Two Family Multi-Family Age of Existing Structure r S Basement Type: Finished Historic House L) Unfinished "' , Old King's Highway r� _J Number of Baths rg h No. of Bedrooms Total Room Count(not includin baths) First Floor Heat Type and Fuel 01 Central Air //o Fireplaces / Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM JJTHIS PROJECT WILL BE TAKEN TO SIGNATURE DATE a/I�! BUILDING P . IT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY . PERMIT NO. DATE ISSUED ' IM° /PARCEL NO. RESS VILLAGE OWNER - - DATE OF INSPECTION: FOUNDATION W ` FRAME' t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL C PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - FINAL BUILDING i DATE CLOSED OUT -ASSOCIATION PLAN NO. E t w . . . _ The Town of Barnstable � 1�P Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA MWI i3h Ctos= Ofr= 508-790-6=7 Hmlding Fa= 508-775-33" For afce use only Permit no. Date AFFIDAVIT SOME MOROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERIVIIT APPLICATION MGL c. 147A requires that the"reconsttuction,alterations;renovation,repair modernization,Canton' imprwemeut,.rcmcn-1, demolition, or construction, of an addition to any pre sting ow= 0=zpied bttiIding caataiaing at least one but not more than four dwdling units or to structures which ate ad}accut to such residence or building be done by tegi=rCd eoatra=M with=twin Mceptions, along with other Type of Work: V.,DrAnA &-sin-koo Est. Address of Work:27� �1 A OR•ner.Name: n — G h Date of Permit APPlieu= ✓� I hence•cm%ifv that: Registration is not required for the follmv►ing rason(s): Work emcluded by law Job tndQ S1,000 Building not erne:-occupied Ow=pulling own Pau Notice is hereby gi<'en that: rrxu CONTRACMRS OWNERS PULLING THEM OWN �V�� WORK DSO NOT CUSS TO THE FOR APPLICABLE HOME ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL e: I42A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. Date Contractor name Registration, No. OR TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE J�_ JOB. LOCATION a -711 Ln1 Number Street address Section of town Q. "HOMEOWNER" 6-n- n L;co - Name 0 U Home phone Work phone - PRESENT MAILING ADDRESSYYIP 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 such homeowners to engage an in- dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(sj who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one to six 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 acGaptable to the Building Official, that he/she shall be res onsible for all such work performed under the building permit. (Section 109.1.1) The undersigned "homeowner" assumes , responsibility for compliance with the Stat Building Code and other applicable codes, by-laws, 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 comp y with said procedures and r u'remnents. • .- HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICI V Note: Three family dwellings 35, 000 cubic feet, to comply with State Building Code Section 127. 0,o Construction lControlquired HOME OWNER'S EXEMPTION The code state that: "Any Home Owner 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 Home Owner engages a person (s) for hire to do such work, that such Home Owner shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for . licensing Construction Supervisors, Section 2. 15) . This lack of awarenes often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the inlicensed person as it would with licensed Supervisor. The Home "dwner� actin as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/her responsibilities, man communities require, as part of the permit application, that the Home Owner 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 to amend and adopt such a form/certification for use in your community.. �-As--S40ssbr's map and lot number ...... �n... .I... g O INSTALLED IN C0_�' Sewage Permit number ..................................................:...... WITH /J r, fi B9HB9TADLE, i House number ...... ...........�. ....................................`.//� vh e,+''A0j%!, 9. rAea " sr-ULATI TOWN . OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO C�?�?S:�!vr!� ...... 0.(1.5�......3.... '.<C/41�fr.C..CGi%� .,::.. TYPE OF CONSTRUCTION .........4k4 Oad. ./..ro^C...................................................................................... .........................19.> TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........Old it.l.l........., .1.7.f�.�.. ........... .... Proposed Use ........... ........ �.!.1 ....... .4'. <k}pq`�.................................................................... I......................... Zoning District ....................: ..4�.......................................Firee District .......&-r: 1 .tq'A :�........................................... Name of Owner ...1t/ Dft?L`J.... ..... Qv .....................Address .�........0:0.......P :.....?.ov 6t.... �(!O`!9' ......zo, Nameof Builder ....................................................................Address .................................................................................... Name of Architect ....../..!!Y.tT( ...............Address ....,�.P.�S S.I�I�....:.1...`f SS. ��1�5 ............... Number of. Rooms ................1.................................................Foundation ........Cprt6 T,C............$' r....1-e�d5................ ' h � ........fr ......�err........ ........................Exteriord ................. fg Floors �l..h�......3.....��?). ?. ...............................................Interior ... (s!u.. G.� ...... ��/�fi4 -.............................. Heating ...... t. ......f ..:...( a�/'t.... !. Plumbing ..... .... ......:.5........................................................ Fireplace �..T!.'� l`a�4�Y.w^r4�c�.l<�M...�`!?oo!..S7XK.�.....Approximate Cost ...........r.11 � .4� ........................... �Q s Definitive Plan Approved by Planning Board ________________________________19________. Area ..................8...�P.................. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH � �C ��(o O (SWAel) CA � �u 3� G 0/V 1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of arnstable regarding the above construction. Name .1l... .... .. .. . ..... . ... .. .. .. ... Construction Supervisor's License .................................... HOUSER, GARY F. f w@ Ne .27608..... Permit for ..12 Stogy'................. r ...... Single Family'..Dwell.nq....................... Location ...2.�.7..Old..Jail. ..Lane ...... .. ................................ Barnstable ............................................................................... Owner .....Gar. y..F.. Houser .... . ........................................... Type of Construction ...Frame Plot ............................ Lot ................................ Mar Permit Granted .... �.15' 19 85 .................... Date of Inspection ....................................19 Date Completed ...��....� .::�5...........19 /110� �Dr�i.�►/��r� � �TM°> TOWN OF BARNSTABLE permit No. __27608 ---------------- { n a Building Inspector cash ($256.00) / + 'Y' f 7 �Yt OCCUPANCY . PERMIT Bond -------_-------- s Issued to Gary F. Houser Address �U —xdx • 271 Old Jail Lane, Barnstable Wiring Inspector - L/ �� Inspection date Plumbing inspector'' T Inspection date Gas Inspector /yf f.� �+ � f`Inspection date YEngineering Department Inspection date / �3 Board of Health 7 Inspection date �- /U �'S— THIS PERMIT WILL NOTE BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. Ap r � .....................................................I 19..... ..................................... ...... Building Inspector _..._.M 13 - - 3„ NEW 30" 4 TRADITIONAL HOOD WITH EXTRACT AND WHATNOTN WITH DECORATIVE 311 FLUTED WHATNOT WITH RADIUS SIDE PANELS BASE FILLER RADIUS AND FLUTED 430 24 SHELVES AND FILLERS SHELVES AND CW 2 SQUARE TOP CN 1 35 CN 1 35 SQUARE TOP CW 2430 24 CORNER WALL CORNER WALL miiii� CB 36 36' _ _ _ _ _ _ CB 3 CORNER BASE r /� \J r CORNER BASE WITH 2 LAZY _I / 1 \J Ir \ WITH 2 LAZY SUSANS W ❑D / lI SUSANS WITH SHELVES A D L \ I WOOD SHEVES POLE I �� I AND POLE. w930 WALL L L _/l oa CABINET WITH D824, 24" DB24, 24" W21 30 WALL WEP 30 DEC. BASE UNIT BASE UNIT WALL PANEL / WITH 2 WITH 2T CABINET SHTS 1 8, DRAWERS DRAWERS B9, 9° BASE 1 B" HANGING UNIT WITH TRASH BIN DRAWER BASE NEW TILE 3° ANGLED NEW 30° FLUTED FILLER DECORATIVE ELECTRIC OV OVEENN CABINET BASE PANEL OVEN AND WITH 2 CABINET SB 313, 30° B9 - TRAY MICROWAVE SINK BASE WITH NEW ANDERSON TILT OUT TRAY WITH 1 ' _ BC 1 82484, 400 BAY IN STAINLESS DRAWER BROOM 30-C1 35-20 DECORATIVE I I CABINET WITH BASE PANE 4 5 DOVEPO 3 ANGLED D830 - 3D I I ROLL OUT FLUTED FILLER BASE UNIT L - - - DRAWERS 14 / - 10 GRANITE SILL �3° TALL FLUTED TO MATCH DISH WASHER WITH 3 DRAWERS FILLER COUNTERS BELOW , (APPLIANCE NEW COUNTER PANEL REQ'D.) DEPTH 36° W361 5-24, wC 1 D244B I WIDE X 68° 36° WIDE WALL 24 WIDE HIGH FRENC u DECO ATIVE CABINET OVER WALL UNIT I DOOR STYLE BASE PANEL FRIDGE i WITH 1 FRIDGE / DRAWER 2 I FREEZER 2 ' - WEP 48 I B36 BASE WALL PANELS 2 DOORS - UNIT WITH 3 3" TALL FLUTED FSEP 2484 DRAWERS FILLER TALL END PANE BUTCHER 7 BLOCK COUNTER TOP DECORATIVE BASE PANEL WRV30-1 5 WINE RACK PROPOSED FIR FLOOR PLAN Zu - 1 FT. JEFF CANNON AND KIMBERLEY MICHAEL, PROPOSED FIRST FLOOR PLAN., DwG.NO.OLD JAIL -20 BARNSTABLE KITCHENS 277 OLD JAIL LANE, BARNSTABLE, MA SCALE " = 1 FT,(1 :24) DATE : 1 1 TH. APR 201 1 � 3264 MAIN ST. BARN STABLE. MA99A6HUSElTS 02630 TEL. 5138 362 0235 1 1 / _ 93 // NEW 30" 4 93 // 8 ON 1 35, TRADITIONAL ' 7 8 WITH NEW HOOD WITH 2X8 EXTRACT AND WN630 DECORATIVE WN630 WHATNOT WITH HEADER SIDE PANELS j 3 FLUT D WHATNOT WITH RADIUS AND DOUBLE BASE FILLER RADIUS AND FLUTED CW 2430 24 SHELVES AND JACKS FILLERS I CN 1 35 SHELVES AND " SQUARE TOP SQUARE TOP CW 2430 24 CORNER WALL CORNER WALL CB 36 36" CB 3 CORNER BASE r � �/l��\/\J _r CORNER BASE WITH 2 LAZY ( / I fi �/ I� \ WITH 2 LAZY SUSANS W OD L I SUSANS WITH SHELVES A D \ I WOOD SHEVES POLE I �� I AND POLE. LL.��/ _ - �� J w930 WALL CABINET WITH I DB24, 2411 DB24, 24" ' W21 30 WALL WEP 30 DEC. BASE UNIT BASE UNIT WALL PANEL / WITH 2 WITH 2 CABINET ID/ BHTS 18, DRAWERS DRAWERS 69, 9" BASE 1 BII HANGING UNIT WITH / NEW AtpkDjpRA^IMN DRAWER (��J 400 GCSE NEW TILE 30-c 1 35-20 ( EXISTING 3" ANGLED NEW 313 ov301D84 OPENING FLUTED FILLER DECORATIVE ELECTRIC OVEN CABINET REDUCED FOR BASE PANEL OVEN AND WITH 2 CABINET SMALLER SB 3O, 3O" 69 - TRAY MICROWAVE _ WINDOW) SINK BASE WITH TILT OUT TRAY WITH 1 BC 1 824B4, IN STAINLESS DRAWER r BROOM DECORATIVEI I CABINET WITH BASE PANEL 5 DOVEPO 311 ANGLED DB30 - 3D I I ROLL OUT1 4 / GRANITE SILL FLUTED FILLER BASE UNIT " L - - - J DRAWERS 1 _ 6 //7 / - 6 // WITH 3 3 TALL FLUTED L TO MATCH DISH WASHER FILLER COUNTERS BELOW DRAWERS (APPLIANCE NEW COUNTER PANEL REQID.) DEPTH 36" w361 5-24, WC 1 D2448 = WIDE X 6B" 36" WIDE WALL 24" WIDE DECO ATIVE HIGH FRENOM CABINET OVER WALL UNIT I DOOR STYLE WITH 1 BASE PANEL FRIDGE / FRIDGE DRAWER 2 I FREEZER 1011) WEP 48 B36 BASE I WALL PANELS FS 2 DOORS - UNIT WITH 3 3" TALL FLUTED TALELPENDBPANEL DRAWERS FILLER i BUTCHER BLOCK COUNTER TOP DECORATIVE I BASE PANEL WRV30-1 5 WINE RACK i PROPOSED FIR FLOOR PLAN Zu - 1 FT. JEFF CANNON AND KIMBERLEY MICHAEL, PROPOSED FIRST FLOOR PLAN, DWG.NO.OLD JAIL -213 BARNSTABLE KITCHENS 277 OLD JAIL LANE, BARNSTABLE, MA SCALE = 1 FT.(1 :24) I DATE : 1 1 TH. APR 2011 - 3284 MAIN ST. BARNSTABLE. MASSACHUBETTS 02630 TEL. 50B 362 0235 4 FRIDGE 36x31 COMPACTOR OVEN /MICRO I 14 ' - 10 " DISH WASHER 00 RANGE 0 0 �j CEILING HEIGHT 7'61. EXISTING FIRS LOOR PLAN Zu - 1 FT. JEFF CANNON AND KIMBERLEY MICHAEL, EXISTING FIRST FLOOR PLAN, DWG.NO.OLD JAIL -1 BARN STABLE KITCHENS 277 OLD JAIL LANE, BARNSTABLE , MA SCALE zn = 1,FT.(1 :24) DATE : 23RD FEB 201 1 3284 MAIN sr. BARNSTAB LE. MA66ACHIJSETr6 02630 TEL. 502 362 0235 PROPOSED SHED DORMER ADDITION 26--0" --------------—------------- --------------- -—------------------------- --------------------------------------------- ------------------------------------------------------------------ --------------------------------------------------------------------- ------------------------------- ---------- --------- ------------------------------ - ------------------------- ---------------- ------- -------------------- ------------------------------------------- ----------------------------------------- --—--------------------- ------------------- ------------------- -------—-------------- ------------------------- -------------------- proposed dormer plate ht. 5OFMT 4 TRIM DETAILS propose d dormer plate ht. TO MATCH eX15TING PROP.GABLE ADDITION 5E-HU ❑ 6/5 COREK DO. WIMI)M,OOUACASIIG— . 1.4MGor---- MATCH EXISTING ---------------------------------------- ------------------------------------ ----------------------------------_______-__________ ------------ ------------------------------------- --------------------- z-- ---------- [T—j ASPHALT ROOF 511ING 0 -------------------------------------------------- EXISTING HOUSE --------------------------- ----------------__________ _________________________ --------------- ---------- ------------- — -------- —-—-------------- --------- ----------------- ---------------- existing second floor ------- 12 1.10/1�4�15D. ----------------------------------- prop.I existing second floor ----------------------- MATCH U15TIlIG EXISTIN p./exi.G HOUSE _L_p. I exi. 21. ting ceiling existing ceiling -- -- ------------------------ 50 FIT 4 TRIM DETAI— TO MATCH EXISTING 05 COMIER LID, 1611 — 1 1 or MATCH EX15TING existing first floor existing first floor —50se existing first floor existmgAoor in m.bedroom pro Poor in family room L RED CLOAK CLAPBOARDS TO MATCH U15TING Lu a) t: 0 Ln 1j--——————— ———————————— --————————— C,— L—� L L L-————————— C? —'T'o-" 0 00 PROPOSED GABLE ADD E PROPOSED ADDITION • ... ................... ———————————— ————————————————— ------------------------------------------------------------------------ proposed R SOUTH (front) ELEVATION 114"=1'-10" PROPOSED ADDITION ASPHALT ROOF SHINGLES 12 71/2 Lu PROP.SHED DORMER ADDFION u 1.10/ RAKE DO -----or -------------- z ------- ---------- -------- --------------------------------- ---------- ul ,—�1.10/—�DO, MATCH LX15TING -------- MATCH EXISTING __________________________------------------------------------------ ------- ----------------- -------------- --------------------- plate height_ ------- 5OMT 4 TRIM DETAILS TO MATCH U15TING RED CLOAK CI-AF5OARO5 TO MATCH U15TING ANDERSEN DOUD ❑ ❑ ❑ ❑ ❑ 0 z 49 ----------- z ------------------------------- ------------------ ------------------ C Z -------------------- PROPOSED GABLE ADDITION --Q —2 ------------------------------------ ------------ ------------ ------------ ----------- --------- ASPHALT ROOF 5HINGUE5 ------------------------------ --------- --------- Cc L6 to existing second floor --------- EXISTING HOUSE ------------------ LL z U)------------------- -------- ---------------- -------------- ----iXi-fi-9 Ceiling ------------ LD ---------- 50 IT4MMOETA1l-5 ❑ ----------------- TO MATCH U15TING ED -------- ------------ Lzu Lu HER 50. ❑ C I xr�W5TCO CNI. LLJ H CV5TING U RED CLOAK CIFBOARD5 C) TO MATCH EX15TING Tw26 torH Lu Y) existing first floor prop.floor in family room CL ---�J F .4.0 F05T5 CA5ED IN I.I CL C4 I DECWHGON F.T.DECK FRAME L L --)--L L_ C. DATE: 10/3112019 0 ----------------------- 4' 3' 2 4' 8' 12' SCALE, AS NOTED ——————————————————————L-————— proposed DRAWING# WEST(left side) SIDE ELEVATION u u 1 1/4"=V-10" Al - 11 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION 120 MPH WIND ZONE ASPHALT ROOF 5"I"GLES 1.10/Ix4 RAKE BD. MATCH EX15TING -------------------------------------------------------------- EXISTING ROOF ------------------ ----------------------------- ------ plate height RED CEDAR CLAPBOARDS ------- TO MATCH EX15TIIIG ----------- ------- ------ TRIM 0 ILI ANDERSE WINDOWS W1 1.4 CASItIG ],DOUBLE-hUtIG A5PHALT ROOF SHINGLES ------------------------- MOVE EXIST.WINDOWS PROPOSED GABLE ADDITION -------------------- ----------- -------—---------- existing second floor -------------------------- ------------- ------ rn -------------- existing ceiling TWT2115 TWT24155 5OFfff 4 TRIM DETAII-5 TO MATCH M5TING PROP,ADDITION ❑ ❑ ❑ i Pj.4.G?O5T5 CA5M)11,1 1 1. I G/5 CORNER 150. DECK rKA.V or MATCH U15TING PT DECKING ON —4- existing first floor_ L RED CEDAR C OARD5 TO MATCH EXISTING no ING DH s TRANSOM WII1QOw no PROPOSED ADDITION 2 LLI 2! t�- 0 - LC? 1- 'L—————————————————————————— 0 ----------- ----------- E ----------------------- ---—------1------ --------- proposed NORTH (rear) ELEVATION 1/4"=1'-0" --------------------------------- ----------------------------------------------------- PROP.SHED DORMER ADDITION -------------------------------------------------___ ------- _______---_______________________________------- ------------------------------------------ ASPHALT ROOF 5HINIGILE5 ____________________----------------------- ------------------------ ----------------------------- -------------------- - - — -------- ------------------_________________________________________ --- -------------------------------------------------------- I------------ ----------------- plate height lu EXISTING HOUSE z cac 12 SOFFIT 4 TRIM DUAIL5--------------------------NE 0 ------------------------ 12 TO MATCH 111TING z ------------------------------ z -01 J.4RAKff5D. ------------------------- MATCH U15TING PROPOSED GABLE ADDITION ______________________ PROPOSED GABLE ADDITION --------------------- ------------------- ..iSfiHg second floor C u- u, ------------------ ----------------------- ----------------- ——--—-------------------------------------------------------- --- U. z --------------- 4—-- z ---------- -—- TWT2415 TWT2415 Z415 D L ------------------------ m m RED CEDAR CLAPBOARDS TO MATCH M U) 5TING Lu J A1IDEK5EII—mG WINDOWS V CASING PROPOSED ADDITION FWH I �5 CORNER ED. EXISTING HOUSE MATCH a15TING q 2 Lu existing first floor am OJ Cn prep.lam room floor0 S 0 EL CL 0 RED CEDAR CLAPBOARDS L 2 W STI ANDERSEN rc P, IL TO MATCH EX15 IN DH 4 TRAN50M WINDOW CL C4 —————————-I —————— --———————— 1�-—————————— W -————————— ——————— 0 PROPOSED ADDITION DATE: 10/3112019 0 4' 3' 2 4' 81 12' SCALE: AS NOTED proposed EAST(right side) SIDE ELEVATION U DRAWING III: 1/4"=V-10" A2 - 8 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION 120 MPH WIND ZONE existing GARAGE a o `L v9 os eRi°.Sne¢m 9oO. z oQ L o FUTURE CONNECTOR -� Old _ -------------- - -- -\ O MOVE I L-------------- --- --�' L _- _- J 4)� ` w v N proposed Maser ! O , r TI BULKHEAD Vl {l M LAUNDRY p I y, BATH IK II Q Y o CO C:5) 21-.68' o OFFICE O IF' 4'o" E c � prop. J, I—- _ I' II ) - y r CLOSET a v w - - - � 1 DN - - I DN \ / II �- 4 Ir�i--- �'a �� o a Q. Ij .-mall I / 10 °o enlar edI� N IlProposgd� (v� Q �� J JI uP- � �°� WALK IN CLOSET 'h - Rq a- L-JIMUDJR i. 1 -ilJjll � u .� bd t LLE ALIGN -8" wAUt AUG ,�. Prof' 9r\ _`1 Ate\ OPEN TO ABOVE ON LAV. '.P �' II I Y otl:. C-:�,fir`c---------1-- / ALIGN W II '1�NTRY `a° III / UP �' v II II IIII \ /L" L� Z W ' I w Lu r. enlarged I I � 0 L___J Master N - - BEDROOM - oo existing KITCHEN DINT existing:�-_; 0 Q �® DINING LIVING"R'M. I I 0 � _ Z a m Z Ava g IL z w ADD fi ADD m W CC O LLLL �rr existing °� J Z Q -------------- P--_ r --- WOOD DECK o a J LL e = a W proposed t—- existng W (Q S2 BREAKFAST II A s - WOOD DECK j O o e CL O V R DN-� d n N 3 3 w a ~ EQUAL EQUAL N proposed I I FIRST FLOOR PLAN -- O DATE: 10/31I2019 1/4"=1'-0" EXISTING wALL9 SCALE: AS NOTED DENIOUTIDRI NEW WALLS DRAWING#: A3 - 8 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE gth EDITION/120 MPH WIND ZONE existing GARAGE Aq Oq 6 O J sF0 0 '7 r � S ——_ _ ————— FUTURE CONNECTOR— 0�----- . J0 g3, no L V 6•„ J rD existing roof 6 W v O CL- 2„ a s 'p \ W eOD } L O R'�, �A �. O d, 00 prop. (� ? BATH Prop.roof � p Q P Izs°.se. O ILL / r0 PLL �i i o; existing roof I 7n 24_O - I I Fo r O OSETI v — 3'_6 —1 va / � _ Sri _ ILA sO•.e'sJl`� I � � � I�III " I � i I �� ---� 1 W °ti / L yi iLl 1 OPEN To eE bw I DIN r------- W 1 I • / l p r H /BALCONY r L,' W � IIII proposed roof Z a 0 ALIGN LOFT ° Z W Z l " Q m IL proposed ZBEDROOM#2 0 y V Fa o --------=-------- e LL. (aO G � IL° Z O � - q,D.rse. II ------ ao^,ca• _ G '� Q LPL III II I1 m Z STORAGE STORAGE W O 11 II I1 °d j Z U e W w 7/7 �� / /// / /� existing roof J� '� Z Q w / N = u------- - ' - — �J V w 5'-0" 2'- O" 9y C j a G 0 S2 ° ^ IY A6 I I a N a I I S3 u A6 w J L------------- Proposed X SECOND FLOOR PLAN a 26-0" 1/4"=1'-0" E 15TING WALt5 DATE: 10/13/2020 ADD SHED DORMER ____ DEMOLITION New WALLS SCALE: AS NOTED DRAWINGS, - A4 - 8 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION/120 MPH WIND ZONE o? hs 0 0�.?'Oa-yr CORNER STUD HOLD DOWN oo / SCALE: N.T.S. ��0�/ 2)16d COMMON NAILS 6"O.C. 6a \ SIMPSON - \ PHD (14 GA.) ^ \ 6 / A 0O ,p ' Oy x�/ ,n �s. \2d .\ / ®NEW POURED CONCRETE FOUNDATION WALL: 0Py 0' \ \ PROVIDE AROUND FIND.WALL PERINIL'T[R: . O 5/8-GA LV'D ANCHOK BOLTS Q MAX, -O.C.s W-12-FROM / rl-, \ _ 5nOLTE ME NTMENT MNI %I/4"PLATE WASHERS PROVIDE: CONTII.#5 REDAR5-(2)Q TOP t BOTTOM OF FND.WALL (o / 0Q (2)NI FOOTING ( ,,�I y��♦ � ��oG J�e•9s \\',�\ Q < Q y \ <11 \ \ O G N "e' - .ors a� �\ \ t��l 1. �I� _- — v m gyp"; 0 0`' // �'` a FR y 15 I:owEL� a J � C fl'^ �V, y�y / �0 \ 6, 00 ut U DPoLL I. HT c W 0J „p�"�f' �, S �➢ O 'PN TO EX 11-FouNOArION 1:Ln existing bulkhead N 0 a :� y 0 A < a > C Y O j---- . � 9 O eaietin9 ez s[in9 4'�" 0 CO O, \ �`' O .. a ti O u J - 2z10 FLOOR JOISTS 19'O.C.w 2x10 FLOOR JOISTS 16'O.C._ 10"THICK POURED CONCRETE E Q 1 Q�6 av� \ _ (2)2x10_flush _ CONCRETE FOOTING FOUNDATION WA L ^NDOTTOM TO EILOW FK05T ONE NUOU5 < V r SITE ADJUST TOP OF FOUND.WALL5 } r ,!AT / INSTALL NEW STAIRS UP I' I =CRAWL Pu. \ A .. �� - I f I� 6;1 o 5M.PKT. ' J exist.l�l�tO nosh 200s @ 16'D.C. \/ S. \ tfo \•'�\ \. \` align w/ezisting \ � •S„\ - �LL CUT30 OPENING TC 20, -'b Fj 2_ U NEW FULL DASEMEnfT CUT OPENIAIGS TO O in C- ALLOW NEW 5MR5 T fO CRAWL CUT 30'OPENING TO "~' r L L L L L _.�-J NEW CRAWL 5PACE /' SP. 3 - L_• REMOVE U15T. gUGN Q' s OGWELS I__-J to WALLS Q 0 s �/ T10.P cn1 FOUNUAnoN O 0 0 o -D" 0 °° a + W w 900/O,� y tj rEXIST.(3)2HOGIRTEmppN FURNACE w •• + d m Z _ - y _ _ _ Olu 10'THICK P �j OURED CONCRETE _ — - - I e N a Q FOUNDATION WALL ON N OWO-CONTINUOUS EXIST.P.T.da PO.sT typical - CONCRETE FOOTING-DOTTOM TO BELOW FROST UNE I 51TE ADJUST TOP OF FOUND.WALLS l7 N U --HN.slab on grade lu 0 existing O FULLBASEMENT Z 0 s Z 0 - -- --• I I « W ry I m V Q m - - pS DDW I OF THICK POURED CONCRETE N F DRILL s GROUT FOUNDATION WALL ON 10'x20'CONTINUOUS C 06 y d TO EXISTING FOU.�OATIOru CONCRETE FOOTING-BOTTOM TO BELOW FK05T LINE 5EPTIC-- iCAL 2'-O" 5UPPORTING V CONC,5LA5 FLOOR ADOVE {IL Z ALIGN TOP OF CONC,5LA5 WITH EXISTING R W SITE ADJUST TOP OF FOUND.WALL5 'J exist.HT 79-FOUNDATION WALL-typical C ' m LF adjz g e W a y = J O 32 y exisLppnpretaalabpaeaaa _ O Q 6 g N O Z 6Ye�v iL limit Gf exist deck) V W J 40'-O"-I/- ul5tliiy D! F FOUNDATION PLAN a 1/4"=V-0" DATE: 10/31/2019 EX15TING WALLS NEW WALLS SCALE: AS NOTED DRAWING#: A5 - 8 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION/120 MPH WIND ZONE Q ROOF RIDGE: 2x 1 2 RIDGE BOARD- SIMP5011 L5TA 18 5TRAPS Q EVERY RAPTEP. (OR EQUAL) 21 10 ROOF RAFTERS Q I G'O.C. 12 W1 5/5'CDR.PLYWD.SHEATHING IT - ASPHALT ROOF SHINGLES MATCH EXIST. 3.5� ,\ 2x5 CEILING JOISTS Q I c-O.C. 5IMPS011 H 2.5 HURRICANE CLIPS SEE DETAIL proposed dormer plate h[. ;A -" / Il t ry _�p proposed dormer plate hG Q ROOF RIOGC: SOFFIT t TRIM DETAILS SIMPSON-A I S STRAPS fry EVERY RARER TO MATCH EXISTING (OR EQUAL) All 7 LVL RIDGE BEAM DH WI 1NDeOW 2.10 ROOF RAFTERS Q IG"O.C. / 2.6 DETER,STUD WALL5 W/ W/5/5'COX PLYWO.SHEATHING t fi ASPHALT ROOF 5hlN=5 MATCH EXIST. p 5I/4'FBGL.OU WRAP PLYWD. F I I SIDINGE A HAS SHOONRe 011 ELEV'S �' I 12 I I 1 2,8 ROOF RAFTERS Q 6'O.C. N r x x \ MATCH 1505TING r ll_ I I W/5/8•CDR.PLYJID.5HEATHING s I I 12D V� 1 ASPHALT ROOF SHINGLES MATCH EXIST. 2.10 RIDGE BD Proposed proposed I BEDROOM#4 ...BEDROOM#5 - TOP F EX15r t PRO 5EO oo i LIKE or CLNi-.E-HG F" I g secon prop %s g secon 2x4 GABLE WALL J _ ALI GN Gfl O PO FLOOR exisfin d floor /III tl floor �� prop/exsinng second floor p - -- ghuLrK6atlIGR II - -—— w SITE ADJUST PORCH PLT.HT / W x STEEL BEAM 9 0 _ prop./ax st ng ceing __ �_ _prop/ez stin celn_ _ j existing ceiling 4.. W K prop.knee wall plate ht. EXIST GABLE WALLS (2)2.8 HEADER SOFFIT t TRIM DETAILS-1' ❑ ❑ ❑ (2)h VALLEY R. PTOPOsed + TO MATCH EXISTING AIIDERSEII N proposed ATTACH Posrs ro P.T(z)z.e wi COVERED PORCH DH 4TRAI150MWINIDOW ANDERSEN BREAKFAST APPROVED 51-50H POST CAPS o - LO -11IIIG WINOOw 3/4"T#G PLYWD.SUBFLOOR ON _ ed 3/A-TSG PLY O.5UBFLOOK ON N V 2x I O FLOOR JOISTS Q 16"O.C. P T.4.6 POSTS propas 2.10 FLOOR JOISTS Q I6.O.C. 5u 10 UP O Exl T,MAN FLODR FAMILY ROOM ALIGN WIT`E`51T.FUR.JOSTS 2" DEc If G ON P T. � existing/prop.first floor g 2.S DEC J I5T5 Q 16"O.C. ezisfin first T.O.EXIST,FLOOR existing firs(floor tll'E P T 2lha prop.floor in family room I-1 f- P.T 2 8 - ICI (3)1 3l4'x 912"LVL GIRT `II-II I-_ P T 2x6 SILL PLATE W/5/8•ANCHOR j II-�I EXIST,COHC.FOUNDATIOII WALLS II III- ATTACH P.T.(2)2xe TO :II ; II LEDGER II-I_ n L _ CONCRETE SLAB n SOIIOTUBES W/APPROVED - I �- -W.Ill- BOLTS @MAX. "O.C.t 6'-12'FROM L 51MPSQII POST BASES ll i - END OF PLATES,USE 3°x3'x I/4'PLATE N 117 ( I�o oI T I WASHERS.BOLT EM5EHTMENT MIN.9" IO"DIA,CONCRETE 50NOTUBE5 propa setl _ ON CONCRETE 2B"DIA.'BIG FOCI III r� FULL BASEMENT J no L--j 10'THICK POURED CONCRTE J v 1 6'-0"+/- existingBEYOND I I FOUNDATIOr1 WALL ON 10'.20•CONTINUOUS W v C Ln PROVIDE CONTIN.#5 RBARS 4'THICK POURED CONCRETE SLAB FLOOR CONCRETE FOOTING-BOTTOM TO BELOW FROST UNE 0 - (2)Q TOP t BOTTOM OF FIND.WALL 014 3 MIL POLY VAPOR BARRIER OVER SITE ADJUST TOP OF FOUND.WALL5 to L O CLEAN COMPACTED GRANULAR BASE ALIGN MTN TOP OF EXIST.SLAB $2 00 SECTION @BREAKFAST NOOK a)fll FoonfG L _J E q 2'-O" 1 2'-0" la'J 0 S1 SECTION @ FAMILY ROOM&BEDROOMS BEAM & STRAP LSTA®EA. RAFTER 21" END DISTANCE \ ` 12 \\y T 1/2+/- lu zxa coLUR nes Q 16•00, RIDGE BEAM 2.10 ROOF RAFTERS Q 16"O.C. Q 5/8'COX.PLYvVO.SHEATHING a ASPHALT ROOF SHINGLES MATCH IXI5T NAILING SCHEDULE H NOTE: RIDGE STRAPS ARE NOT REQUIRED f-� 5IMPSON n 2.5 HURRICANE CUPS W WHEN COLLAR TIES OF NOMINAL 1.6 proposed dormer plate hr SEE DETAIL NUMBER or nvMBe.Ro NaLSPAGI.NG OR 2,4 LUMBER ARE LOCATED IN THE -- - -i JOINT DESCRIPTION COMMON NaLs Box w.11sF UPPER THIRD OF THE ATTIC SPACE `��, ~—SOFFR t TRIM DETAILS Z AND ATTACHED TO RAFTERS USING TO MATCH EXI5TING a 5)10d NAILS EACH END L ROOF FRAMING 0 C -P ANDER5EN B—IINCT RAFTER(TO[NAI Zed G B RIDGE BAND STRAP e DH WINDOW RIM BOARD TO RAFTER(END NnR°o z:I Gd 3-I°d eAcn euo z xiGt. d Z W SCALE: N.T.S. `O, LOFT CUT INTO EXIST.ROOF WALL FRAMING a m TO CLEAR PROP.EGRESS WINDOWS - Tteseciq a j. LN NS(FACE NA1teDI e�1 bd AT pINiS uD TOR[rAC[Vn) ' TOP PLATES a.l bd SND T05i 2-IGd 2-I Ga 2a•O.C. -- `eADeR To nEA I . ILEDI 1 ed - 2.•O.c.A e N AD"' FLOOR FRAMING WALLS ` 2xG EXrER.STUD WALLS W/ &L Z Drop./exsiting second floor 51/4-FBGL INSL.,1/2-PL-D r _ 5HEATHING,HOU5E WRAPS 1015r rosU.roP PNrt ORGIftoeR(TOE NArteol n.ed PER.IOIsi W W prop./existing ceiling �Ef(IST.2ND FLR,J9T9;�: �.\"� SIOIIIG AS SHOWN ON ELEVS BLOCKING rOJ01sr Rrtoe NAILeo1 2:ed 9 16e tncn ervD K ! a MATCH EXISTING BLOCKING TO BIUO TOP PLAT(-NAIL- 316d -11 BLOC C � m 2.10,Q 16"D.C. LEDGER STRIP TO BEAM ORGIRDERENCE NATIED) 3- Acn Jols ` J FILL IN EXISTING OPENING EXISTING WALLS,O.H. EA'SDJJ.sTTC Be oluOe[uo ILEDI P",.ar W ALIGN W/EXIST.FLOOR BAND IOGT TO 5luoeioP ) 311 bdFOOT J Z Q PLATE RO[-11- 2-16a -e RAFTER 016"O.C. / ROOF 5MEATHING a J UJI Q existing wooD IT—PANe1s LIVING RM. 10 m EDGvo 111LD m RArieT60ft rftu55ES SPACeO Oven 1 G O.C. ed P ENG-FIELD Z E[NDWnU K[OR RAK[TRUSS w/o GABLE.v ANG 6"tWU6"MELD O H 2.5 0 EA. RAFTER existingfirst floor ounooRees«, RE OR WAKE rws STRUCTURAL _Z Lod I-no—FIIELD 0) � � _ nQ EXIST.2 x 10 FLOOR JOISTS Q 16.0.C. -` GABLE ENDWALL RAKE OR RAKE Tw/ . LocKS eDGFiA•rveLo p IL CEILING 5HEATHING ss u� r W / TOP PLATE .PS 1-f GUM-`T—RD --I-FEU` G i C4 U) WALL 5HEATHING WOOD BTRUCNRAL PANELS Li 9No5$PACED UP T024.O.C. a IOd f��IFLO Q I /i•Arvp=ai eIBEReOARo PANELS ELDYG/PBUMWALLBOARD nELD A RAFTER TO PLATE CONNECTION S3 SECTION @ FRONT SHED DORMER FLOOR5NEATHING od .EDG�1 r1eD +-a srRucN.RAL PANELS DATE: 09 I OJ/2020 SCALE: N.T.S. A6 1/4"=1•-0" GUAree mAN r e eLtivb•Nao SCALE: AS NOTED DRAWING#: A6 - 8 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9lh EDITION 1120 MPH WIND ZONE I u 3/4" PLYWOOD SUBFLOOR WO SECOND FLOOR JOISTS @ 16"O.C. 8TM PLATE " @ ENTIRE REAR ADDITION RIM JOIST existing �vyh GARAGE o? c eg POQ O Oyes - DEL TOP PLATE rn .ROE- �� 2x STUDS 016" O.C. MSTA 30" 16 GA. 16" O.C. ,FLOOR TO FLOOR CONNECTION \ \ y \ " sp a N...s. FUTURE CONNECTOR f p v°'i eFy 0 0�� \ Lu w 1=Ln L------------------- O P05TDN \ Y o dd� g •, / , ,� 0 oo OPEN VAULTED CEILING �/ } O P EN \ VAULTED CEIUNG - 4 O Y \ K �\ 0•o�i/ O /) \ \ \`P05 N °o GD^6 0• 7LVLHDR-flush IP05TDN P05T DN 2x10c 016'0C.- AT FLAT ROOF 5EE ROOF FRAME �s o Q O P05T ON alu OPEN I -- V i -- Z ' � W' I / G FILL IN EXISTING PART OF \\ rI 2 E,N NG opemING ,w\\ / I O YI ALIGN W/EX15T.FLOOR W/ Z O o \x// �Q9 CQ 2- O O // \\ Q O G OPEN \\ O d zW p O / VAULTED CEILING \ J z 2 PIECES 2OW5OF16DNAIL6�12O.C. Am0W am0W IL v 2. U LL z io W 01 z ' cy m Q 3 PIECES p-i ]R—.F 1/P'DI..OLTS I-O.C. W LL 2x10c�16'O.C. ADD'I N LL FILL IN LY15TING OPENING N I, Z ALIGN W/M5T.FLOOR C W O x TYPICAL LVL BOLTING/NAILING BEARING WALLADOVE r a J O @MULTII3/4"BEAMS C ii- /iii/. .--------- .-ii/i/i/ice/.-��/i/ii e =V a J' U- A � d J z S3 O O 0O A s I? w S2 /"� o N A6 "-'OPEN�\ VAULTED CEILING\ U w J 0 a � ROOF FRAMING PLAN DATE: 10/31/2019 PROPOSED GABLE ADDITION 1/4"=V-0" 505TI11G WALLS ----= DEMOLITION ---- SCALE: AS NOTED NEW WALL5 DRAWINGS, A7 - 8 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE I 2x10 ROOF RAFTERS @ 16"O.C. OVER 2NO FLOOR OF ENTIRE REAR ADDITION exisfing < GARAGE \� q z 0 ti (y ! \ FUTURE CONNECTOR ! V PROP.SHED ROOF N <// `00 •� .� .�,\ ADDITION r —__—____________---1 � _\ — ROOF RAFTERS(unknown) J ry LLJ vCL vl P 0 OLF�p ,• \ i/ ¢z O 9 6 3.75:12 I Q aP,1,r F,Qs \ z o a U O BEAM &STRAP SO " ZD Or 6''• LSTA®EA. RAFTER w N 21" P LIMIT OF SHED DORMER J� W W END DISTANCE �� LIMIT OP 5HED DORMER Q Z O ?LVL RIDGE BEAM/BOARD w y �� RIDGE BEAM \ POST ON E.I.T.RIDGE I x RIDGE STRAPS ARE NOT REQUIRED EXISTING RIDGE I p WHEN COLLAR TIES OF NOMINAL 1.6 ET'IST. I N Z OR 2.4 LUMBER ARE LOCATED IN THE �CHIMNEY� I I Oa 0 Q UPPER THIRD OF THE ATTIC SPACE I I rc AND ATTACHED TO RAFTERS USING Z 5)lOd NAILS EACH END II § I « Z J RIDGE BAND STRAP B SCALE: N.T.S. a IIg a y IL Z iu cc II li e ' m qZ RAFTER ®16" O.C. _ [J., I °d W J J Z 0_ L -------- -------L ° W Z LLH2.5®EA. RAFTER +,Py L9<<F A 6 A 0 •9 9 L ILL A6 C C 0 TOP PLATE J C6 N O �� r POST DN H U (3)2x HEADER W j L PROPOSED GABLE ADDITION a ROOF FRAMING PLAN RAFTER TO PLATE CONNECTION A SCALE: N.T.S. PROPOSED SHED DORMER ADDITION 1/4"=1'-9' Ex15TING—U5 DATE: 09 103/2020 DEMOLITION NEW—U-5 SCALE: AS NOTED 2x10 ROOF RAFTERS @ 16"O.C. ►1 DRAWING#: A8 - 8 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE TEST HOLE LOGS NOTES DANIEL E. GONSALVES SE #13587 1.DATUM IS HAT B ENGINEER: 2 MUNICIPAL WATER IS NOT AVAILABLE6A WITNESS:2 28W07 STANTON RG 3.MINIMUM PIPE PITCH To BE 1/B"PER FOOT. I Houoo� DATE: / / PFRC. RATE _ < 5 MIN/INCH 4,DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-M EXCEPT LEACHING CHAMBERS(H-20) ' CLASS I SOILS P S.PIPE JOINTS TO BE MADE WATERTIGHT. C (f 15280," � "•J11L�;.. 6.CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH LOWS 1�6- Np��1 310 CMR 15.000(TITLE V.) J µ ELEV. ELEV. ELEV. ELEV. ([ 4 _ 4 4 Q 7.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 5 p` 68.5' D. 68_5' Q 68.0' p` 69_0' BE USED LOT LINE STAKING OR ANY OTHER m Bragg, 8 A A A A I - SL SL SL SL &PIPE FOR SEPTIC SYSTEM TO SCH.40-4•PVC. t OYR 4/2 10YR 4/2 10YR 4/2 10YR 4/2 9.COMPONENTS NOT TO,BE BACKFILLED OR CONCEALED RO�le 6• 18" 16" 20" 6" WITHOUT INSPECTION BY BOARD OF HEALTH AND B B B B PERMISSION OBTAINED FROM BOARD OF HEALTH. SL SL SL SL 10.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATI To OF ALL U DERGROUNDD&OOVERHEAD U 0YR 5/4 TNTIES LOCUS MAP 36" 10YR 5/5 65.5' 32" 10YR 5/6 65 8' 38" 10YR 5/4 64.8' 34" 1 66 2' PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'f 11.ANY UNSUITABLE MATERIAL ENCOLINTEIIED SHALL BE ASSESSORS MAP 277 PARCEL 20 REMOVED BENEATH AND 5'AROUND THE PROPOSED ' LEACHING FACILITY. y.'" '• C C C C 12 NO POTABLE WATER HELLS EXIST WITHIN 150'OF l CTHE-,•INST!_LLER„'SHALL VERIFY THE PDs me 3 I }�LOCATIONS OF ALL UTILITIES AND ALL PROPOSED SEPTIC SYSTEM. \\\ BUILDING SEWER OUTLETS AND (/ ELEVATIONS PRIOR TO INSTALLING ANY MFS MFS MFS MFS /( ( f 11 PORTION OF SEPTIC SYSTEM �/ , w 1 A- 1 2.5Y 6/6 2.5Y 6/6 2.5Y 7/6 2.5Y 7/6 Tg N CR, s C li N -1° 1J N86'4T33'W o 138" 57.0' 138" 57.0' 120" 58.0' 120" 59.0' B DH 177.00' - - 72 Bo � �.51e 0j NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 'V6849 55W \ R=2''4� V EXISTING TJ. GARAGE1506 7 0 C / 1 EWE L 69 WE<L ZONING SUMMARY C GAR. IN COMPLETED SLOPE 20 ZONING DISTRICT: RG RESIDENTIAL DISTRICT LOT 7A PR r ON PRIOR • TO ANCE. MIN. LOT SIZE 65:000 S.F. MIN. LOT FRONTAGE 20' eouLOPSLOPEENT LOT WIDTH 20 RENF RCENAETIr MIN. FRONT SETBACK 30' n (-' EXIST.DWELLING p. MIN. SIDE SETBACK 15' / Lot 11 H N ^ RIVE -E EL 75 DN e 1 aJ= �5° ti� a SITE IS LOCATED WITHIN THE s 72 85,659 Sq. ft. _ / / ��, 6z �../�.. AQUIFER PROTECTION OVERLAY DISTRICT 1.97 OCfBS / ; �o� �_ __�ga ,,o ONSITE WELLS IN AREA �d 7` OWNER OF RECORD DECK » lea \\ KMBEEY M. CANNON /9 OLD JAILRLY A.A MICHAEL277 BARNSTABLE, MA 02630 72 o 00 `� REFERENCES 2 N LAND COURT CERTIFICATE 189785 � 11 LAND COURT PLAN 39072-C L 6 2O'" TITLE 5 S W ITE LAD I %J CB H OF E EXISTING 1 ^ \ 6S '� y 71 BARN ,- , � #277 OLD JAIL LANE I TH BARNSTABLE, MA FOR PREPARED KIMBERLY c MI HAEL \ \"a DATE: FEBRUARY 28, 2017 0: Scale:1"=20' \ 0 10 20 30 40 50 FEET I 3 4 69 508-362-4541 65 R5• 6e +� ,• I Off fa% 508-362=9860 61 9 downcape.com C)�2� down cope engineering,inc. 70 civil engineers �� land surveyors 6 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE #17-038 4 cB/DH BARNS BLE Ir t I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN �1 u r"Ju 'OMMONWEALTE 19F MASSACHUSETT. ,1 LOT B p UTE gp :. n. LOCUS V) 3 MERM4EW a, Na 32088� � 0� cg/olff �,�I" �C,\ a � Mgt ur► � �� n � ® � _ WELLS I ROUTE B ^u R\ LOT 5 1 f� LOCUS MAP OPOSED ,^ - 9A LOT B C \ _ BARN PLAN REF.• L C. 39072E el 10 ASSESSORS MAP 277120 ZONING.• ..RC '"'— 8 FLOOD ZONE- "C" STAKE I _=:o 1 7• :::_.:: c DECK b l LOCATED AP \ ss 2 277 OLD JAIL LANE I LOT 10 �� e,� BARNSTABLE, MA. r PREPARED Me %n,�. G ARL CARLSON - \ MA w ✓ANUARY 2. 2001 sB/DH 140, STAKE B34.9f• 4-L-40$ L�sb I =27=40 GRAPHIC SCALE •�- YANKEE SURVEY CONSULTANTS L� E ""- UNIT 1, 40 INDUSTRY ROAD P.�° '° °° ,�° �`° 0 AN O. BOX ,265 L 02648 MARSTONS MILLS, MASS. �� TM428-0055 FAX 420-5553 ( 1N FEET ) s 1 Inch 80 ft ✓/ 52556P GM : : _ 1 a 1.� _ REAP, .;.�,ice `t. ... _... _ - •. X -'2 17 L_J L d w IE - / S � R1G1�"T'r SIRE T` JAN 8 2001 TOWN OF gARNSTABLE OLD KING'S HIGHWAY E PLAN TITLE DRAWN BY CHECKED BY SHEET NO. Contractors should verify till dimensions. ELEVAT• Do not scale off 4f plan. " W 6."t'L� .;<'� • All timbers will be grade 2 or better. DRAWN SCALE PROJECT NAME., Beam Homes Inc. DATE OF ACCEPTANCE SIGNATURE REVISIONS DATE DRA J t S Post 8� , �2 2T 'T"E R L 109 Bassett Mill Road, Voluntown,_CT 46384 � + Ij NGTON SIGNATURE (860) 376,1576 10 Pacts 10 J THIS PLAN MAY NOT BE REPRODUCED OR COPIED WITHOUT THE PERMISSION OF STONINGTON POST&BEAM HOMES,INC. ! 01 ,.•. _.,.... , .... .-.,:. ., .. ,r ,:.,.... - >..:: ..,.,. A.., '. ♦ r.. ,. S .' .: .its n% , • r ON 'Moss -in4 F`T` >� , , ` t - 1 t 10 IO 2X6" Co ERR f � � L OPT ti E i `(X'1`A(p �X�IpU�� Fri H ._ 2 x10'l R tom.- ,! V r Y' t 1 r 4 k ! 1 T RO(� ' I t r a , -71 LxTr Po , is -Q .� 10 ;14 } f 4 3 l.7 u � z 0 D 0- WM JAN 8 2001 Chi )F BARNSTAB LE DRAWN BY CHECKED BY SHEET NO. Contractors should aerz all dimensions. PLAN TITLE: A -PLAWDo not scale o o lan.: All timbers will,be grade 2 or b tter. P AME _ TORE : DATE DRAWN SCALE RO ECT N DATE F ACCEPTANCE : SIGNA REVISIONS 1 Post 8� Beam domes Inc.. o Z r . 'tNE: rARL u town CT 06384nN AR tt Mill Road �701 n 10 Basse , . .• , SIGNATURE : 860 373 15 76 - UCED OR CO THIS PLAN MAY NOT BE REPROD (�PIED WITHOUT'THE PERMISSION OF STONINGTON POST&BEAM HOMES,INC _ r 11 .r N � . d �{ -7 D X y � a i 5p- 7 //A/ T�' C 73c5r t-1. �e►:� f" Ktl°"ro�er;�!' f �f �rC�L.�. GN� L1 ? �^j �J� Ltd r � �' ,�•�ia T'H� � x� ��4 �vN1�rl��,. 4 I , V ca V Q E LOCUS MAP SCALE I"=2000' ZONE RG MINIMUM WIDTH = 200 FT. MINIMUM AREA = 65,000SQ.FT. ASSESSORS MAP 277 PARCEL 20 LOT 6 T. Abbott A= O 5 George 46. I LT 890 B CTF.__87 M`. Babbitt _______._ __ __ _ LC__ 072 Steven .� 1 Sharon Babbitt ao 8 CTF• 108S65 LC.39072 (V I CO !- - 536. 65 S 84005' 39" E A= 32,32 - 391 .85 r N 4302815711E o I 145.00 ' 51.68 o " A=32.327; M J o -� + Q o R=40.8 I ti N A= 27.40 { 12 1 .943 ACRES OR 84,652 SQ.FT. c� O 3 LOT 9 ^�� aa, v SHAPE FACTOR = 17.34 Gudmundson _ `�� \ `gyp Gunnar J dmundson ti Nancy B o tih �a ,h LC . 39072 CTF. 105372 1.723 ACRES OR ti 75071 SQ.FT. SHAPE FACTOR ohm F w 21 .48N. z P � , Z04) o 52 p0 _—�� , .00 - ' 0 5p� � ��----- - N74.o 15 � / a 25 43 W - -Easement - `Easement LOT 9 Robert G. Canning Cheryl Canning LOT 10 LC. 39072B CTF. 121103 Benjamin C. Jones , Jr. 1 Beverly A. Jones LC. 39072 B CTF. IZ5130 _.; __SUBDIVISION . _PLAN -.OF LAND._ I N BARN STABLE MASS .._ SCALE OF SIXTY FEET TO AN I NCH CU`MMAQUID SURVEY INC . . EDWARD E. KELLEY , R.P. L.S . , PRESIDENT FEBRUARY 15 1993 BEING A SUBDIVISION OF LOT 7 APPROVAL UNDER THE SUBDIVISION SHOWN ON LAND COURT PLAN 39072 B I CERTIFY THAT THIS ACTUAL SURVEY CONTROL LAW NOT REQUIRED. WAS MADE ON THE GROUND IN ACCORDANCE '! WITH THE LAND COURT INSTRUCTIONS DATE . . . .. . ... ..... .. ........ .. OF, 1989 BETWEEN JANUARY 20, 1993 AND FEBRUARY '15, 1993 . 0 60 120 240 FEB. 15 BARNSTABLE PLANNING BOARD 1993 SCALE IN ,FEET I,= 60' REG. PROF. LAND SURVEYOR CUMMAQUID 'SURVEY INC. 45 COLLIE LANE t` CUMMAQUID, .MASS . 02637 t k TEL . 508-362-2266 ; x ANDREA HOUSER ' CTF. 91142 PETITIONER