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0012 BRIAR LANE
y ft ' t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map t 3 Parcel �1 00 )� Application# Health Division OOb^'138' � `41 { Conservation Division .� di AbW 160145- d)e Permit# 6 Tax Collector Date Issued d A' SEPTIC SYSTEM MUST BE00 Treasurer / 6 l INSTALLED IN COMPLIANCE Application Fee r D Planning Dept. L WITH TITLE 5 Permit Fee ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board f TOWN REGULATIONS Historic-OKH Preservation/Hyannis t� ' Y Project Street Address Village yi QS0�Wr,5N.bX--c- mc - i✓j --' ,,_ Owner _ 0�1 1r s S 'Address D2 Qrier L►. li., L Telephone—__S1 O b 0 3 s` Permit Request -e W Picw� lA, Square feet: 1st floor:existing proposed 1040 2nd floor:existing 1040 proposed Total new 7090 Zoning District� . - -O oo Flood Plain Groundwater Overlay Project Valuatio Construction Type Lot Size 1 , 7'Ate- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) " 4' Age of Existing Structure Historic House: ❑Yes A No On Old King's Highway: ❑Yes J d No cD Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other I " Basement Finished Area(sq.ft.) A1 A Basement Unfinished Area(sq.ft) � r1 Number of Baths: Full:existing WA new Half:existing Aj A new + Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count N Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes Q4 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:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes )0 No If yes, site plan review# Current Use Proposed Use - BUILDER INFORMATION Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE q- 06 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED: MAP/PARCEL NO.'' r ADDRESS ~� VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME y row INSULATIONoil FIREPLACE ; ELECTRICAL: ,ROUGH— FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. _ 9 . a The Commonwealth of'Massachusetts Department of Industrial Accidents Office of Investigations HI a 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plu-Mbers Applicant Inf®rn ation - Please Print Legkb Name (Business/Organization/Individual): Joe, I 'F 2.e,!S:s , Address: 1 Z. L_v" City/State/Zip: • Vj..V�ow-y\ Mg, OZUS- Phone #: S-OS AZ 0337 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. RJ New construction emVloyees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 7• ❑ Remodeling ship and have no employees These sub-contractors have So. ❑ Demolition working for me in any capacity. ' workers' comp. insurance. 9. ❑ Building addition [No workers' Comp. insurance 5. ❑ We are a corporation and its i required.] officers have exercised their 10.❑ Electrical repairs or additions 3.M I am a homeowner doing all work '• right of exemption per MGL 11.❑ Plumbing repairs or additions myself.[No workers' comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.] t 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 their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,50Q.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u er the pains and penalties of perjury that the information provided above is true and correct Signature: Date: —O Phone#: r 5229 36 2 033-7 Official use only. Do not write in this area,to be completed by city or town official. 1 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 appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." 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-contractors)nanle(s),address(es)and phone number(s)along with then certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are notrequired 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 fisted below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom. of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any.given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write "all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. Anew 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 bum 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 i Tel. :# 617-727-4900 ext 406 or 1-877-MASSAF� Revised 5-26-05 Fax rr 617-727-7749 www.mass.aov/dia °ME�a Town of Barnstable Regulatory Services BARNSTk AB� Thomas F.Geiler,Director 9�A t639 M Building Division QED AC A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition;or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type.of Work: Estimated Cost Address of Work: Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Jqb Under$1,000 ❑Building not owner-occupied R]Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR k 4�1-a6 Toe Z F- 5 Date Owner's Name Q:forms1omeaffidav Town of Barnstable �DFTHE Tp� Regulatory Services 3ARNSTAaLE : Thomas F.Geiler,Director 7 MASS. 039. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-79076230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: '7' �— JOB LOCATION: I Z h 9✓ ty number street village "HOMEOWNER': .10� C�1 F* []:f5.5 Cfo&-3GZ-033--7 c5-0 8 3,6 Z 'n zz name home phone# work phone# CURRENT MA LING ADDRESS: l Z 66 k 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 of 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 woik 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 re q ' ents. cure 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. . TI HOMEOWNER'S EXEMPON 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 hives 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*nns:homeexempt Uniformly Loaded Floor Beami AISC 9th Ed ASD]Ver: 6.00.5 By: , on: 03-09-2000 : 09:06:30 AM Project: BESS RESIDENCE- Location: FLOOR BEAM This analysis was generated by an evaluation version of StruCalc 6.0 Summary: _ A36 W8x18 x 15.58 FT Section Adequate By, 27.3% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.19 IN Live Load: LLD= 0.38 IN = L/487 Total Load: TLD= 0.58 IN = L/325 Reactions(Each End): Live Load: LL-Rxn= 4051 LB Dead Load: DL-Rxn= 2018 LB Total Load: TL-Rxn= 6088 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.63 IN Beam Data: Span: L= 15.58 FT Unbraced•Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 8.0 FT Floor Live Load-Side Two: LL2= 46.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 5.0 FT Wall Load: WALL= 46 PLF Beam Loading: Beam Total Live Load: wL= 520 PLF Beam Self Weight: BSW= 18 PLF Beam Total bead Load: wD= 259 PLF Total Maximum Load: wT= 719 PLF Properties for: W8x18/A36 Yield Stress:' Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.14 IN Web Thickness: tw= 0.23 IN Flange Width: bf= 5.25 IN Flange Thickness: tf= 0.33 IN Distance to Web Toe of Fillet: k= 0.63 IN Moment of Inertia About X-X Axis: Ix= 61.b0 IN4 Section Modulus About X-X Axis: Sx= 15.20 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.39 IN Design Properties per RISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.95 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 35.39 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 5.54 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 32.62 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Page: 2 Uniformly Loaded Floor Beam(AISC 9th Ed ASD j Ver: 6.00.5 By: , on: 03-09-2000 : 09:06:30 AM Project: BESS RESIDENCE- Location: FLOOR BEAM This analysis was generated by an evaluation version of StruCalc 6.0 Design Requirements Comparison: Controllinq Moment: M= 23636 FT-LB Nominal Moment Strength: Mr= 30096 FT-LB Controllinq Shear: V= 6068 LB Nominal Shear Strength: Vr= 26960 LB Moment of Inertia (Deflection): Ireq= 45.77 IN4 1= 61.90 IN4 Uniformly Loaded Floor Beam[AISC 9th Ed'ASD]Ver: 6.00.5 By: , on: 04-20-2006 : 06:59:03 AM Project: JOEL BESS-Location: GARAGE BEAMS This analysis was generated by an'evaluation version of StruCalc 6.0 Summary: A36 W 14x38 x 25.0 FT Section Adequate By: 122.1% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.18 IN Live Load: LLD= 0.31 IN = U977 Total Load: TLD= 0.49 IN = U612 Reactions(Each End): Live Load: LL-Rxn= 4875 LB " Dead Load: DL-Rxn= 2912 LB Total Load: TL-Rxn= 7787 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.92 IN Beam Data: Span: L= 25.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1 30.0. PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 6.5 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 6.5 FT Wall Load: ` WALL= 0 PLF Beam Loading: t Beam Total Live Load: 'wL= 390 PLF Beam Self Weight: BSW= 38 PLF Beam Total Dead Load: wD= 233 PLF Total Maximum Load: wT= 623 PLF Properties for:W14x38/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 14.10 IN Web Thickness: tw= 0.31 IN Flange Width: bf= 6.77 IN Flange Thickness: tf= ' 0.52 IN Distance to Web Toe of Fillet: k= 0.92 IN r Moment of Inertia About X-X Axis: Ix= 385.00 IN4 Section Modulus About X-X Axis: , Sx= 54.60 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.78 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.57 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 45.48 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= '7.15 FT Allowable Bending Stress: Fb= 23.76' KSI Web Height to Thickness Ratio: h/tw= 42.16 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 48672 FT-LB Nominal Moment Strength: Mr 108108 FT-LB Controlling Shear: V= 7788 LB ' Nominal Shear Strength: Vr= 62942 LB Moment of Inertia (Deflection): Ireq= 151.03 IN4 1= 385.00 IN4 i Uniformly Loaded Floor Beam[2000 International Building Code(97 NDS)]Ver: 6.00.5 By: , on: 04-20-2006 : 06:57:17 AM Project: JOEL BESS-Location: GARAGE DOOR HEADERS Summary: This analysis was generated by an evaluation version of StruCalc 6.0 ( 3 ) 1.75 IN x 9.5 IN x 10.0 FT /Versa-Lam 2800 Fb DF-Boise Cascade Section Adequate By: 294.9% Controlling Factor: Section Modulus/Depth Required 5.85 In •Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.08 IN = U1539 Total Load: TLD= 0.11 IN = U1045 Reactions(Each End): Live Load: LL-Rxn= 1300 LB Dead Load: DL-Rxn= '615 LB Total Load: TL-Rxn= 1915 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.41 IN Beam Data: Span: L= 10.0 FT Unbraced Length-Top of Beam: Lu= 0.0` FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 6.5 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 10 PLF Beam Loading: Beam Total Live Load: wL= 260 PLF Beam Self Weight: BSW= 16 PLF Beam Total Dead Load: wD= 123 PLF Total Maximum Load: wT= 383 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: . E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp`— 900 PSI Adjusted Properties Fb'(Tension): Fb'= 2874 PSI Adjustment Factors: Cd=1.00 Cf=1.03 FV: Fv= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 4789 FT-LB 5.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1647 LB At a distance d from'support. ' Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 20.00 IN3 S= 78.97 IN3 Area (Shear): Areq= 8.67 IN2 Moment of Inertia (Deflection): Ire A= 49.88 IN2 q= 87.74 IN4 1= 375.10 IN4 r t Application to 9bigbwap 3.egiDnal JbisstArit �Bisstritt Committee I In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS )piication is hereby made, with four complete sets,for the issuance of a Certifcate of Appropriateness under Section of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, awings, or photographs accompanying this application for. HECK CATEGORIES THAT APPLY: a aD Exterior building construction; New 11 Addition ❑ Alteration v' ❑' Commercial ❑ Other . Indicate type of building: 'El ®G rage ® �n Exterior Painting: Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign =�m Structure: ❑ Fence ❑ Wall El Flagpole ❑ Other YPE OR PRINT LEGIBLY: DATE ,DDRESS OF PROPOSED WORK ASSESSOR'S MAP NO.43(2 )WNER ASSESSOR'S LOT NO. 1/ 1 IOME ADDRESS 1"2: �3 �' Lin TELEPHONE NO. 50— 9, 3b2 03`37 �ULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any wblic street orway. (Attach additional sheet if necessary.) NGENT OR CONTRACTOR J®e 1 5 5 - TELEPHONE NO. 60� 3 6Z G nl ADDRESS �Z �,r`.o�r 1 r� iry �arA S�e� DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. Signed Ow er-Contra for-Ag nt Fo left nnl%p a e ' hereby This Certificate is t Datem FEB 2 8 200fi Approved) ied Co ee M mb s' Signatures: TOWN OF BARNSTABL HISTORIC PRESERVATI N - TOWN OF BARNSTABLE ` CERTIFICATE OF OCCUPANCY PARCEL-'ID. 136 054 001 GEOBASE ID 7278 ADDRESS 12 BRIAR LANE PHONE W BARNSTABLE 4 ZIP - LOT B . BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT WB PERMIT 29018 DESCRIPTION SINGLE FAMILY DWELLING (PMT_023920) PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: _,' 'Depakment of Health, Safety ARCHITECTS: , and Environmental Services ' TOTAL FEES:BOND , to tNEt r CONSTRUCTION COSTS $.04 �' t 756 CERTIFICATE OF OCCUPANCY ; I + 1ARNSr'ABM _... MASS. .00 .. BUIL I ..' B ,,'_`. DATE ISSUED 02 20 1998. EXPIRATION DATE F '-,`OWN OFBARNSTABLE .. o N1 i BUILDING PERM'CT ` PARCEL ID 1.36 054 00.1 ` GEbBASF ID 7278 ADDRESS 1.2 RRI-AIR LANE ,' PRUNE aW. Barnstabl® ZIP - LOT 13 BLOCK' ' LOT SIZE DBA DEVELOPMENT DISTRICT WB PERMIT 23920 DESCRIPTION REWEW' 4 BEDROOM; HOUSE PEAM'TT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT L CONTRACTORS._ PROPERTY OWNER : . . _ Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES� $620-00 BOND.:. • $.00 ,r JCONSTRUCTION COSTS $200,000.00 101 SINGLE FAM HOME DETACHED 1+ PRIVATE .P; * •ARN3rABM ' MASS. OWNER BESS, JOEL F & TY M.' `I to -- - CC' FD M!►�A ADDRESS P 0 .BOX.-t90 y ;M. RESTDALR MA - .. BUILDINCVSI , y BY DATE-ISSUED 06/23/1.907 EY&IRA.TION DATE , THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION' PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. _ tPOST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS. PLUMBING INSPECTION APPROVALS, ELECTRICAL INSPECTION APPROVALS 1: �. r ,I 2 2 2(,r�AAZVIAI 4 ;! 1 HEATING INSPE T N APPROVALS ENGINEERING DEPARTMENT 2 OF HEA H p( �Z � rw 1 OTHER: SITK PI,4N REVIEW ROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED.ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. ' TION. r F � r 1 - 1 ® , c i lEngineering De t=(3rd oMa p. r6�� Parcel 0 0/ Permit# a3q_ 10 House# 0- Date Issued Board of Health(3 a )-(8:15 4.30/1:00-4:30) rJ-�� cl�j�j Fee t' Conservation Office(4th:floor)(8:30-9:30/1:00-2:00) 3 [Plnnngai Dept.(1st floor/School Admin. Bldg.) SEi�YIP SYSTEM MU Definitive Plan Approved,by Planning Board Q `- 36, ,�71 LLED IN COMP MRNSTABLE. A�Q( Q v✓ �fi ITH TITLE 5 MAC. �. TOWN OFF 2 TAL COD W Vt�GULATIONS �SdKeddress Building Permit Application Village Owner F v-�'� Address gSI,orC Po( )Mare,5 6(9 he Telephone S70S y71-11`d3 Permit Request New 14o -e, 33s�f � First Floor 1 $3(4 S� square feet Second Floor $ S square feet Construction Type 6i oo of Estimated Project Cost $ Zoo, 0-0V Zoning District RJ� Flood Plain Water Protection Lot Size 0 79, Ae ,- Grandfathered ❑Yes Do No Dwelling Type: Single Family Two Family Multi-Family(#units) Age of Existing Structure AOe w Historic House ❑Yes f No On Old King's Highway ❑Yes �(No Basement Type: 0 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Alh Basement Unfinished Area(sq.ft) rNmb'er of Baths:, Full: Existing New Z Half: Existing New vo. of Bedrooms: Existing New Total Room Count(not including baths): Existing New _ ,� First Floor Room Count Heat Type and Fuel: ❑Gas (9 Oil ❑Electric ❑Other Central Air ,b Yes ❑No Fireplaces: Existing New Z Existing wood/coal stove ❑Yes ! No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) f ❑Attached(size) 6e+rg 5*e o4o4, ❑Barn(size) ❑None ZY X z 4 I -„ ❑Shed(size) j ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# - Current Use Proposed Use Builder Information �/ e /�c�-ye� Telephone Number r_ �" Address License# ✓H me 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 THIS PROJECT WILL BE TAKEN TO I SIGNATURE DATE cS ?,g- 97 BUILDING PE IT DENIED FOR THE,FOLLOWING REASONS e• g FOR OFFICIAL USE ONLY e PERMIT NO. IjATB ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER 1 DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE Y ELECTRICAL: RO(JO FINAL PLUMBING: =ROUga Fj FINAL GAS: •ROLJI FINAL FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. Registered Professional Engineers&Land Surveyors Orleans (508) 255-6511 Provincetown(508)487-9600 CoastalEnginceringCo. Hyannis(508)778-9600 inc. Fax(508)255-6700 •Civil 8 Environmental Engineering/Site/Sanitary/Marine E-mail:ceccapecod.com Consultants for Structural Analysis,Project Feasibility,Shorefront Protection- 260 Cranberry Highway Land Surveying- Orleans, MA 02653 June 20, 1997 File No.:C-14-401 Mr.Joel Bess P.O.Box 658 Sandwich,MA. 02563 RE: 12 Briar Lane West Barnstable,MA Dear Mr.Bess: Pursuant to your request, I have reviewed the structural framing plans prepared for the referenced residential building project for the purpose of building code compliance check. Accordingly,I offer the following comments 1.Floor framing timbers shall be No.2 Spruce-Pine-Fir or better;Laminated Veneer Lumber (LVL)beams shall be 2.0 E Microlam Beams by Truss Joist MacMillian or approved equal; ' 2.Exterior wall sheathing shall be 1/2"CDX plywood; 3.Load bearing wall studs shall be minimum 2x4 @16"o.c.when supporting one floor and the roof;2x6 @ 16"when supporting two floors and the roof; 4.All structural framing members shall be nailed in accordance with the fastener schedule listed in Table 3403-2 of 780-CM; Roof rafters/ceiling joist to exterior wall studs should be secured with BOCA approved metal hurricane ties such as Simpsons"Type H-2" 5.Dormer roof framing at Loft area above the Great Room(not shown on building section)shall be 2x10 @ 16"o.c.Roof rafters shall be supported by 2- 1 3/4 x 18 LVL ridge beam; install 4x6 collar ties @ 6' if a"cathedral"ceiling is intended for the area. Sandwich collar ties between two 2x10 rafters and secure with 2-5/8"diameter through bolts at each end; 6.Frame Loft floor above the Great Room with 2x10 @ 16"o.c.floor joist flush framed into a 4- 1.75 x 14 LVL beam spanning across the 24' long building dimension. Provide solid post bearing equal to the beam width at both support ends of the beam and install 4x 10 tie beams @ 6' o.c.at the loft floor level between the LVL beam and the building front wall; 7.The Widow Watch platform framing shall be reinforced with double 2x10 @ 16"framing at the Loft floor level;the beam stringers at the tower end walls shall be 2- 1.75 x 9.25 LVL's; 8.The,garage header beam shall be upgraded to a 4- 1.75 x 11.875 LVL beam; Printed on recycled paper. 1 TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. . DATE ZJOB LOCATION m Number Street address Section of town "HOMEOWNER" 70e1 F �s 411 �3 �33 F538 , Name Home phone Work phone 1f• PRESENT MAILING ADDRESS City town State Zip codE The current exemption for "homeowners" was extended to include owner-occupi dwellings of six units or less and to allow such homeowners to engage an ir dividual for hire who does not possess a license, provided that the owner acts as subervisor. DEFINITION OF HOMEOWNER: Person (sY who owns a parcel of land on which he/she resides or intends to r side, on which there is , or is intended to be, a one or two family dwellinc attached or detached structures accessory to such use and/or farm structure - A person who constructs more than one home in a two-year period shall not b considered a homeowner. Such "homeowner" shall submit to the Building .Offi on a form acceptable to the Building Official, that he/she shall be resnons for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner" assumes . responsibility for compliance with the 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 requirement and that he/she will compl th said procedures and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OF CIAL Note: Three family dwellings 35 , 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. f' Mr.Joel Bess Page 2 June 20,1997 9.The main steel support beam shown on the foundation plan shall be W 14x30 ASTM A-36 supported in 6"deep beam pockets cast in the foundation wall each end. Alternately,the beam may be framed with 4- 1.75 x 16 LVL beam; 10.The main fast floor support girt shown on the foundation plan shall be 4-2x12's or, alternately 4- 1.75 x 9.25 LVL's may be used. Support.the main girt on 4"diameter concrete filled pipe columns. With the implementation of the above items, I find the structural framing suitable to sustain building loads required by the Massachusetts State Building Code-780 CMR,Fifth Edition. I am including a marked set of plans conveying the above information for your use in obtaining a building permit for this work. Please let me know if I can be of further assistance. Very truly yours, COASTAL ENGINEERING CO.,INC. OF JOHN John A.Bologna,P.E. W.�776 Enclosure �E e/doc/14000/14401/bess.doc TIJN-03 1997 .09t0o FROM FREDERICKS INSURANCE TO 7906230 P.01 iit.°.s..rr^•'-f.tCuvo.e•J •. .'a S3 ..>, R w.... ,..M<:e 3:#x,1??rS':"a +R° 83 >} • :�allo . ,F'rT '1y . •.xY :.J . • c >£gk,$c ;`' ..N+R(„s r..�'. v , DAYE(MM/OD,+ PkaoucER . NY S .. oe/oz/y7 t ` THIS CEAWFICATE IS ISSUED AS A MATTER OF INFORMATION Fxeeeki kg Ioeurahea Agency, Ino. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE p. 0.P a27 HOLDER, THIS CERTIFICATE (DOES NOT AMEND, EXTEND OR ;f "ALTER THE COVERAGE AFFORDED BV THE POLICIES BELOW. soar Main serevt `b;.'a .I COMPANIES AFFORDING COVERAGE Oatervt)„19 NA 02655-0427 +Cptpxlh - (Soo) e2g-099.0 -" A BAVSRB iR0?BRTY & CASUALTY CO INSURED COMPAW Brue. B Wilcox, Inc 2 atmetteiP. Drive OOMPANT• -- C East Sandwich MA 02S17- CDA7PANY (506) too 2520 D ^ 1 vs.,t :6• :4 Nkj{•'S• 'S .rfi.` S^iYn,. .� .k, )(�'f: i ie�,c,t :`>`;: F .' ..R: x: i'�Y' •Sl` 110,i3"eu•>;,s<,.:o-r.:r,S;s.,:� �: 7.r p#, >� x. ..;gf'i:o fiita 'r '$3„ ^.p.� 6. A#:fi.�.i� .l°;,' �'r'':� °�i`�'9x��� � �*kr'i'<r,�� ���.a,•:`$''�i��%�$k i��.�e ;ioti.,,,.:°OJt°:•::n;xii:: THIS IS TO CERTIFY•Ti4AT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THC INSURED NAMED ABOVE{FOR THE POLICY PERIOD iNDICATED;NOTWITHSTANDINQ ANY REQUIREMENT,TERM OR CONDITION OF A,yY OONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE PRAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDEQ BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. co TYPE or lfeavRANCE tioticY NC14pBEii POLICY EFFECTIVE POucvExPiRAnaN • DATE IMMMON" DATE(MM/OD/Y UMirS GENERAL UABJUTY 0i NEPAL A00REOATt 4 COMMERCiALGENERALLL4f31UTY I i / PRODUCTS-COMP/OPAOO $ — CLAIMS MADE LJ OCCUR I PERSONAL&ADV IrvJURY $ 01YNER S CONTRACTORS PROT EAOM OCCURRENCE S i FIRE:DAMA61w(Aft one flrh $ AUTOMOBILE uAeWTV MED EXP(Any one croon) S F�ANYAUTO -00PAVINEDSINOIE LIMIT 0 I ALL OWNEOAVTO$ SCHEDULED AUTOS BODILY(NJURY7—s -- (For pe=n) HIRED AUTOS NON.OWIVEDAUTQS i 80DILYINJURY S ({� I (Per seUdony PROPEAT/DAMAGE $ OAR40E LIAAUTO AUTO ONLY.EA ACCIDENT I$ aNv AUTO — ' LTHER THAN ALTO bNLY; EACH ACCIDENT $ $ EXCESS LIABILITYI EACH Q^OUNRENCE $ UMBRVAA.FCRM } $ OTHER THAN UM�IEU,A FOAM A00REGATE A WORKERS COMPENSATION AND EMPLOYERS'UASIUTY yTA H'',:•"'.':' i vi=�.a":^'iL' :1. WC 0000525-01 03/;5/g7 OS/25i92 EL EACH ACOOENT $100000' THE PROPRIpTpRi I i PARTNERS/DI OV"NF INS ( I EL DISEASE'POLICY-UM T S S00000 OFFICER8ARE: FXC(.I l �ELOSEASE-EA EMPLOYEE Sl00000 OTHER I OE$CRIPTION OF OPERATION$/LOCATIOWS/VEHICMMPECIAL ITEMS CARP8DTI'RY, RESIDENTIAL. THIS C2RTIFZCAT8 AppLIBS TO PP.OFI R-n OWNED by JOSL AND KATY BEGS, 'BRIAR LANE, W BARNGTABLB, MA. .'••..r.,�.'�..'..,....,: R, �.<�f•,w :�p>•t•fH�s� ..� .�:rri� �yaf�Q:y i�•"'• ,>�$1' #i �>,:a ,Mk•r..n.v ..'J� :y+�it:. '�y„x .�T'F�.u.v. .�'�;sk'.:�x > ,,,, e t�tKY'`r'T:t<& M;:3 aV ;� <i'1,'..,4.ri<:S�£•'�tlr���,, ie y�#d�s:.. .J...r..>;•^;.<:, •� ,,. T 'z# 'Yi•, w.A9.�:,,:�FUK::• r�. kci'aY � 3'�x�l �.xx.;;i"`'''t•tlra.<�. ... ......:..:. rRv:•:+.Q7.'>.?I`ao...;r.4'.x:, x.r.'.,e;i'xr%;:3'..,x• xk+JsaCK,g3lr.:';�.x ..f;,s..... SHOULD ANY OF I" ABOVE DESCRIBED POLICIES RE CANCELLED BEFORE THE J I EAPIRATION OATS THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 'Town 'OE 8Inspoot*r 1 �U DAYS WRITTEN NOTICE TO THE CERTIFICATE HOU)ER NAMED TO THE LEFT, 397 Nxinding .St. for BUT FAILURE TO MAIL SUCH NOTICE 9kALL IMPOSE NO 08LIOATION OR LIABILITY 3B7 Main S4 OF ANY XtRo UPON THE OOMPANY� ITS AGENT$ OR REPROpNTATiVES, Hyannio bIJ► D2601 gg AJTH SfEPRE NTAA.VE 2 Iv' £� ;� sR'�x eF �'!,£'�'>"• f :> '?J,t';rw.k"u x .u s° �a ,'• .Fkb N y°'> x ��py��+t�yy+r�R .• y�^} +fie dry•`• ,,R'JI.' .�iVF'1::'�R�,. ��.tl�� TOTAL P.01 COASTAL ENGINEERING CO., INC. JOB A'e-_M!5� 260'Cranberry Highway SHEET NO. 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PRODUCT 204.1(swe Shws)205.11Pam m/Ac—�7A Inc..Gmmn.Mass.01471.To Order PHONE TOLL FREE 1400.22S-M COASTAL ENGINEERING CO., INC. JOB 6� � a 260 Cranberry Highway SHEET NO. 1-6 OF L ORLEANS, MASSACHUSETTS 02653 (508) 255-6511 CALCULATED BY as DATE FAX (508) 255-6700 E-mail: info @ ceccapecod.com CHECKED BY DATE SCALE .............. .............�:L.r..... .. %. /' ............ , ...,r..... ....... ...... ..... T �+ ............................ ..... ...... ..... ..... _ ...... ...... ..... ..........................................i..............s............. ..... ...... ...... ..... ...... ...................... ..... .......................................... ..... ................................................ .. ... :... ........................... ...... .................... ...... 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J:�...�:..... a......... ..... ..... ...... -�,�.. .._. ........,..... _ ........ ...... x 3. AA V a ...........................;.............,..............:.............;..............:..............:.........................!............... r" ` e ............................ ..... ...... ...... ..... ...... .................... ..... ..... ......... ....>... t .................. ...... ..... i ...... ..... ...... ...... ..... ..... ...... i i f�C�y4.......ti...;.............:.................................... f1:[ .................... ....-..... ..' ..r% ................................... J , PBooucr za.i IP.M ei n,.iM canon.Mm 01471 Tn nmor PWIF mi 1 mrz WmMkv 06-19-1997 T.T — B*_—_ arn r m pag- of 15:03:08 v4.50 1111 TJB ANA Coastal Engineering Co . 260 Cranberry Highway Orleans, NA 02653 USA Phone: 508-255-6511 C-14-401 ------------------------------------------------------------------------------------------------------------------------ Name: John A. Bologna, P,E, Project Name: JOEL BESS Page Title: Kitchen Header Beam Type: LVL File Name: BESSJ, Based on Allowable Stress Design (ASD) BOCA building code for TJN products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Anplication........ Floor - .Res. Deflection Criteria (MR) Member Use................. BEAN Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span I L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 30.0 Span 2 L/360 L/240 Floor Decking............... N/A Dead Load(psf)............. 12.0 Repetitive Member Use....... N/A Tributary Width('-").... 7- 6.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End . Live Load Dead Load Comment I Unif(plf) Snow 1.15 0'- 0.00" 26'- 6.00" 415 205 Add Roof/Attic Load 2 Pcs of 1 . 75" x 11 . 875" MicrollarnT" ES LVL 2 . 0E ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJNI. TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJN Associate. The load conditions considered in this design include Alternate member loading. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 7838 6901 ( 9081 132% RT. end Span I under Snow Roof loading Moment(ft-lb) 20771 20771 < 23091 111% RT. end Span 1 under Snow Roof loading Live Defl.(in) 0.349 ( 0.142 L/456 MID Span I under Snow Roof ALTERNATE span loading Total Defl.(in) 0.448 ( 0.663 L/355 MID Span I under Snow Roof ALTERNATE span loading ------Span-I---------Span-2----- Max. Reaction Total(lb) 5233 15676 5233 Live(lb) 3710(S1.15) 10600(S1.15) 3710(51.15) Required Brg, Length(in) 3.52(W) 10.54(W) 3.52(W) Max. Unbraced Length(in) 32 32 32 Copyright (1) 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Microllamt" and TJ-Beamtd are trademarks of Trus Joist MacMillan. 06-19-1997 T a — B e e.Mr M Page 1 of i 14:43:47 v4,50 1111 TJBEAMA Coastal Engineering Co . 260 Cranberry Highway Orleans, MA 02653 USA Phone: 508-255-6511 C-I4-401 ------------------------------------------------------------------------------------------------------------------------ Name: John A, Bologna, P,E, Project Name: JOEL BESS Page Title: Garage Header Beam Type: lvl File Name: BESS-4 Based on Allowable Stress Design (ASD) BOCA building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application.....,.. Floor- Res, Deflection Criteria (MR) Member Use.................. BEAN Load Classification....•., Floor LL Defl TL Defl Member Top Slope(in/ft)... 0,000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0,000 Live Load(psf)............. 40.0 Floor Decking................NIA Dead Load(psf)............. 12.0 Repetitive Member Use....... N/A Tributary Width('-").... 6- 0.00 Reinforced Overhangs....,•,. N/A LOAD: Class LDF Begin End Live Load Dead Load Comment I Conc(lbs) Floor 1,00 9'- 0.00' 2535 1565 Add Point load frog 7xI4 Loft Beam 4 Pcs of 1 . 75" x 11 . 875" NIicrollamT" ES LVL 2 . 0E ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist Madillan(TJM), TJM warrants the sizing of its products by this software will be accoaplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user, This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability, Note: See Residential Products Reference Guide for multiple ply connection, Maximum Design Allowable Control Shear(lb) 5065 4733 ( 15794 334% LT. end Span 1 under Floor loading Moment(ft-lb) 32016 32016 c 40158 125% MID Span I under Floor loading Live Defl.(in) 0.592 < 0,600 L/365 MID Span 1 under Floor loading Total Defl,(in) 0.890 c 0,900 L/243 MID Span 1 under Floor loading ----- -------- Span I Max. Reaction Total(lb) 5065 5065 Live(lb) 3428 3428 Required Brg, Length(in) 1.70(W) 1.70(W) Max. Unbraced Length(in) 32 Copyright 10► 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. MicrollamT" and TJ-BeamT" are trademarks of Trus Joist MacMillan. ' 06-19-1997 T J — B-E--- OL Mr M Page 1 of 14:35:32 v4,50 1111 TJBEANA Coastal Engineering Co . 260 Cranberry Highway Orleans, HA 02653 USA Phone: 508-255-6511 C-14-401 ------------------------------------------------------------------------------------------------------------------------ Name: John A. Bologna, P.E. Project Name: JOEL BESS Page Title: Rain Beam/Loft Floor Type: LVL File Name: BESS Based on Allowable Stress Design (ASD) BOCA building code for TJN products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria (MR) Member Use................. BEAN Load Classification.....,, Floor LL Defl TL Defl Member Top Slope(in/ft!... 0.000 Load Duration Factor....,., 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0,000 Live Load(psfl............. 30.0 Floor Decking............... N/A Dead Load(psf)............. 12.0 Repetitive Member Use....,.. NIA Tributary Width('-").... 6- 0.00 Reinforced Overhangs....,.,. H/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Conc(lbs) Floor 1.00 6'- 0.00" 1500 I500 Add Tower Platform Loads 4 Pcs of 1 . 75" x 14" MicrollamTM ES LVL 2 . 0E -- 24'- 0 00"--- ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only ! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJN), TJH warrants the sizing of its products by this software will be accomplished in accordance with TJH.product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability, Note: See Residential Products Reference Guide for multiple ply connection, Maximum Design Allowable Control Shear(lb) 5599 5273 ( 18434 350% LT, end Span 1 under Floor loading Noment(ft-lb) 30101 30101 ( 54581 181% MID Span 1 under Floor loading Live Defl,(in) 0.601 ( 01800 L/479 MID Span I under Floor loading Total Defl.(in) 1.008 ( 1.200 L/286 RID Span 1 under Floor loading Span l+ Nax, Reaction Total(lb) 5599 4099 Live(lb) 3285 2535 Required Brg, Length(in) 1.88(W) 1.50(W) Max, Unbraced Length(in) 32 Copyright 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Hicrollam" and TJ-Beamr" are trademarks of Trus Joist MacMillan, 96-19-1997 T J — B e a m T M ?age 1 of 1 14:24:29 v4,50 1111 TJBEAHA Coastal Engineering Co . 260 Cranberry Highway Orleans, RA 02653 USA Phone: 508-255-6511 ,-14-401 ------------------------------------------------------------------------------------------------------------------------ Name: John A, Bologna, P,E; Project Name: JOEL BESS Page Title: Tower Support/Loft Type: lvl File Name: BESS-2 Based on Allowable Stress Design (ASD) BOCA building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res, Deflection Criteria (KRI Member Use................. BEAK Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... 0,000 Load Duration Factor....... 1.00 Span I L/360 L/240 Roof Slope(in/ft)......... 0,000 Live Load(psf)............. 30.0 Floor Decking..,.,....,,,,.. N/A Dead Load(psf)............. 12.0 Repetitive Kember Use,.,..,. N/A Tributary Width('-').... 5- 0100 Reinforced Overhangs.,..,,,, N/A LOAD: Class LOP Begin End Live Load Dead Load Comment 1 Unif(plf) Floor 1,00 0'- 0.00' 12'- 0,00' 125 125 Add Tower Roof/Platform 2 Pcs of 1 . 75" t 9 . 25" MicrollamT« ES LVL 2 . 0E 12 - 0.001, ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented 'below is output from software developed by Trus Joist KacHillan(TJKI, TJM warrants the sizing of its products by this software will be accomplished in accordance with TJK product design criteria and code accepted design values, The specific product application, input design loads, and stated dimensions have been provided by the software user, This output has not been reviewed by a TJK Associate. The, maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection, Maximum Design Allowable Control Shear(lb) 2814 2452 ( 6151 251% RT, end Span 1 under Floor loading Moment(ft-lb) 8441 8441 t 12604 149% KID Span I under Floor loading Live Defl,(in) 0.296 0.400 L/487 KID Span 1 under Floor loading Total Defl.(in) 0.504 0,600 L/286 KID Span I under Floor loading Span I Kax, Reaction Total(lb) 2814 2814 Live(lb) 1650 1650 Required Brg. Length(in) 1.89(W) 1.89(W) Kax, Unbraced Length(in) 32 Copyright (1) 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA, Kicrollam" and TJ-Beamr" are trademarks of Trus Joist MacMillan, i6-I9-1997 T.T - B e a.m r m Page i of i v4.50 III! 14:18:5G 1 TJodA4a Coastal Engineering Co . 260 Cranberry Highway Orleans, MA 02653 USA Phone: 508-255-6511 C-14-401 ------------------------------------------------------------------------------------------------------------------------ Name: John A. Bologna, P.E. Project 'tame: JOEL BESS Page Title: Main Girt/Bsat Type: LVL File Name: BESS-1. Based on Allowable Stress Design (ASD! BOCA building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria (MR! Member Use................. BEAK Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft!......... 0.000 Live Load(psf)............. 40.0 Span 2 L/360 L/240 Floor Decking.......,....... N/A Dead Load(psf)............. 12.0 Span 3 L/360 L/240 Repetitive Member Use....... .g A Tributary Width('-')... 15- 0.00 Span 4 L/360 L/240 Reinforced Overhangs........ N/A Span 5 L/360 L/240 LOAD: Class LDF Begin End Live Load Dead Load Comment I Unif(plf) Floor 1.00 01- 0.0V 35'- 0.00' 900 360 Add 2nd Floor/Attic Floor 3 Pcs of 1 . 75" x 9 . 25" MicrollamTM ES LVL 2 . 0E ------------------- ---- ---- ------------ -----------n---- 7'- 0.00' 7 - 0.00' 7 - 0.00 7'- 0.00' 7 - 0.00 ------------------------------------------ S I Z E A N A L Y S I S - A S L ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMi!-lan(TJK). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The load conditions considered in this design include alternate and adjacent member skip loading. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 8851 7268 ( 9227 127% RT. end Span.l under Floor ADJACENT span loading Moment(ft-lb) 11646 11646 ( 18906 162% RT. end Span 1 under Floor ADJACENT span loading Live Defl.(in) 0.105 < 0,233 L/800 MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.132 < 0,350 L/0'38 MID Span 1 under Floor ALTERNATE span loading -------------------------------------------------------------------- Span 1 Span 2 Span 3 " Span 4 Span 5 Max. Reaction Total(lb) 6227 17169 16030 16030 17169 6226 Live(lb) 4697 12786 12258 12258 12786 4697 Required Brg. Length(in) 2.79(W) 7.70(W) 7.18(W) 7.18(W) 7.70(W) 2.79(W) Max. Unbraced Length(in) 32 32 32 32 32 32 32 32 32 Copyright (c) 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Microllamr" and TJ-Beamp" are trademarks of Trus Joist MacMillan. )6-19-1997 T.T - B*_—_ rn r M Page I of 1 15:10:01 v4.50 1111 TJBEAKA Coastal Engineering Co . 260 Cranberry Highway Orleans, MA 02653 USA Phone: 508-255-6511 C-14-401 ------------------------------------------------------------------------------------------------------------------------ Name: John A. Bologna, P.E. Project Name: JOEL BESS Page Title: Garage Hain Beam Type: lvl File Name: BESS-6 Based on Allowable Stress Design (ASDI BOCA building code for TJH products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application.,...... Floor - Res. Deflection Criteria (HRI Hember Use......:.......... BEAK Load Classification....... Floor LL Defi TL Defl Nember Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor Decking............... N/A Dead Load(psf)............. 12.0 Repetitive Herber Use....... N/A Tributary Width('-')... 12- 0.00 Reinforced Overhangs, ....... NiA 4 Pcs of 1 . 75" x 16" MicrollamTM ES LVL 2 . 0E 24'- 0.00" - ------------------------------------------ S I Z E A N A L 7 S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IKPORTANT! The analysis presented below is output from software developed by Trus Joist KacHillan(TJK). TJH warrants the sizing of its products by this software will be accooplished in accordance with TJK product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJH Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Haximum Design Allowable Control Shear(lb) 7859 6986 20886 299% LT. end Span I under Floor loading Koment(ft-lb) 47155 47155 70007 148% KID Span I under Floor loading Live Defl.(in) 0.795 < 0.800 L/367 KID Span 1 under Floor loading Total Defl.(in) 1.072 < 1.200 L/269 KID Span I under Floor loading -------------- Span I Kax. Reaction Total(lb) 7859 7859 Live(lb) 5760 5760 Required Brg, Length(in) 2.64(W) 2.64(W) Hax. Unbraced Length(in) 32 Copyright (1) 1996 by Trus Joist HacHillan, a limited partnership, Boise, Idaho, USA. Hicrollamr" and TJ-Beamr" are trademarks of Trus Joist KacHillan. O6-19-1997 T J — B e a m T m Pue I of i6:57:44 v4.50 1111 TJBEAMA Coastal Engineering Co . 260 Cranberry Highway Orleans, MA 02653 USA Phone: 508-255-6511 c14-401 ------------------------------------------------------------------------------------------------------------------------ Name: Joist Project Name: JOEL BESS Page Title: Ridge Beam/Loft Rood Type; lvl File Name: BERSS 7 Based on Allowable Stress Design (ASDI BOCA building code for TJN products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application......... Roof - Snow Deflection Criteria (HR) Hember muse................. BEAN Load Classification........ Snow LL Defl TL Defi Hember Tap Slope(in/ft)... 0.000 Load Duration Factor....... 1.15 Span 1 L/360 -L/240 Roof S1=:e(in/ft)......... 0.000 Live Load(psf)............. 25.0 Floor Deckzing............... N/A Dead Load(psf)............. 15.0 Repetiti,e Member Use....... N/A Tributary Width('-°)... 12- 0.00 Reinforced Overhangs......., N/A 3 Pcs of 1 . 75" x 16" MicrollamTM ES LVL 2 . 0E 24 G 00' ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacNilan(TJN). TJN warrants the sizing of its products by this software will be accomplished in accordance with TJH product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJH Associate. The maximums unbraced length(s) shown are based on the controlling compressive forces on eithe- the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stabilit . Design assumes adequate continuous lateral support of the compression edge. Note: See Residential Products Reference Guide for multiple ply connection. Haximum Design Allowable Control Shear(lb) 6038 5367 < 18014 336% LT. end Span 1 under Snow Roof loading Homent(ft-lb) 36230 36230 < 60381 167% HID Span 1 under Snow Roof loading Live Defl.(inl 0.654 < 0.800 L/440 HID Span l.under Snow Roof loading Total Defl.(in) 1.098 < 1.200 L/262 MID Span 1 under Snow Roof loading "----Span 1 — Hax. Reaction Total(lb) 6038 6038 Live(lb) 3600 3600 Required Brg, Length(in) 2.71(W) 2.7I(W) Hax. Unbraced Length(in) 32 Copyright (1) 1996 by Trus Joist HacKillan, a limited partnership, Boise, Idaho, USA. Hicrollamr" and TJ-Beamr" are trademarks of Trus Joist MacMillan. X �7 Flo" Ox, li j +l t- -- — zx.; _.('-a,\- TypeFVt 9Mftod r I - +wa 1eYc*6 ' nor tn�) r L A , 1, con'Cr?r;E LAuy 3300 rSj 1. ." 10 x to \\,JI /-W, \ '. . �� .w►rRnvao er- ,' � _ ; x� f.. Li. •, ,'�.y' •. .[ .�' ar�� k;. x.. a rtr �. ,r �.Y�. - ,a ; l Y,. Crossen Ralph From: Mackey Patty To: Crossen Ralph Cc: Etsten Jackie Subject: Building permit sign-off Planning Board Date: Thursday, March 19, 1998 4:03PM Dear Ralph I denied a sign-off on a Building Permit for Map 136 Lot 55&54-1 on Briar Lane West Barnstable. The reason for the denial is the covenant has not be released and no security has been submitted. Thanks Page 1 - Application to Old Kings Highway Regional Historic.::District Committee in the Town of Barnstable fora CERTIFICATE OF APPROPRIATENESS Application is hereby made,`iri triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction: JR New Building ❑ Addition ❑ Alteration' Indicate type of building: [5& House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ .Other (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY 1 DATE f"�' 7" 9`1 ADDRESS OF PROPOSED WORK �'r```� L� 1n� �atn"'�3Ma'I�. fh ASSESSORS MAP NO. i36 OWNER Soe t F ��s 3 ka� met S ASSESSORS LOT NO. HOME ADDRESS "ot TEL. NO. &S ' !117 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). I AGENT OR CONTRACTOR owv%-e� , TEL. NO ng 'R 33=S3C;0 ADDRESS DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8, other side), including materials to be used, if specifications do not accompany plans. in the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). CO�1�-P�l^�1 W�Ov��oi\ ���5`e �a`Nl�1� �/(�.- R,Q�,�,fD► 1n/cl l� - U Signed Owner-Contractor-Agent Space below line for Committee use. Received b H.D� _ _a t ��t ` (_ it �'��_ n�a J f /} ul.Date'— -�-' ='' '= - fTHe Certificat�e/is eerelb. Date t Time APR n -r , v� r. _124UA2A Approved ❑ � IMPORTANT: If Certificate is approved, approval is subject to the 10 day appeal period provided in the Act. Disapproved ❑ "'=• Tile Cutriirrutt1l-caltlt of:)tassachusclls Departiru•Irt Of 1011atrial Accirle- ' ^ �� s" •.►� . pllfc�allayesygatlons � r ��•,�+' 6011 !f ashingw)n Street .fir ! ';�• Bastutr..1lays. 02111 1 V1'orkcrs' Compensation Insurance AtTid.. i li n int•rat •rin.. —_"'--• _ _..._Pl ... �. ._.... ^._.r.-_•-.- ------------- . hone ❑ I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity ��....._.-- _. ..�-----•-.••-•�-- ❑ I am an emplover providing workers* compensation form} employees working on this job. ont tarn• name! �drtrrcc• Phone#- lire•to iwmrnttrc cn. _ .. ...—._....�. _ ❑ I am a soft proprietor. °coeval contractor, homeoi-w•ner rcle one) and have hired the contractors listed eiow W; the following workers* compensation polices: oat am nntnc• ` G hone d• tit••• nniirc•t! '�JI vv Z,N I�S S�'l� rim an.• name �\� �k Kvti ' �p Idtlresc- �+ hnne it! rit�•� l� `.�4.i•.C�-. nil •fe _ insu the a •. .�.......r: •�......s.. �.++r..�.y..�..7+s :.'r.•�._ ��.. ..... Attach additional sheet if neeesiarv.. -->•°' '". ��-'S"""""" Failure to secure cttrerat;e as require cd under sectionM�of 111GL 153 can lead to the imposition of criminal penalties of a line up to S1SOU.UU unc v can• impri%onment n.weil-is civil penalties in the form 0172 STOT WORK ORDER and a fine of sino.00 a d2T. against me- t understand copy of this atatemcttt may be forwarded to the Office of investigations of the DIA for coverage verifica6011- 1 do herehv ccrrif• tnder t pains and Penalties of pcj jury 111at the information provided above is true a td coma. Date Signaturc -s Phone Print name �IoRciai ttxe unit' do not write is this area to be completed b) city or town oRctat 1tt•rmit/license it rllluilding Department tin or town: �Uccnsing Huard QJei.etmen•s orrice-- - ---.-••-__._ .�,n�irrd , gt...,th nenartmcnt lassachusetts General Laxvs chapter 152 section 25 requires all emplovers to provide workers' compensation for the; :nplovecs. As quoted from the -law**. an c►mplut•er is defined as even► person in the service of another corder an%• Detract of hire. express or implied.. oral or written. . n viyrplore►r i.%dcftned as an individual. partnership. association. corporation or other legal entity. or am- two or more c fora=oitt�_ en__a:=ed in a Joint enterprise. and including the le!• 1 representatives of a deceased employer. or the ,cciver or trustee of an individual , partnership. association or other legal entity. employing employees. However the vner of a dwellin•_ house having not more than three apartments and who resides therein. or the occupant of the vc1him, house of another who employs'persons to do maintenance , construction or repair work on such dwelliti�.: hou all tlt:_•rounds or building appurtenant thereto shall not because of such'employmenf be deemed to be an employer. GL chapterr-15'_:section 25 also states that ever• state or locaUlicensing ngency shall Vvi ill liuld the issuance or a01111 of a license or permit to operate a business or to construct buildings in-the conimnntvcalili for any plicant who lies nat produced acceptable evidence of compliance with the insurance coverage required :ditionali•.. neither the commonwealth ttor an• of its political subdivisions shall enter into an}► contract for the Iormattce of public work until acceptable evidence of compliance with the insurance requirements of this chapter ita -n presented to the contracting authority. Yf ...� .—wr...-..w ,` ....._ . . ��.. ._. • i. .. .• .,.... • •.• Mai\ �i�- ... .W. � 1 \j•. �r .w..r.�_. ;)hcants ise fill in the %vorkers' compensation affidavit completely, by checking the box that applies to your situLt-,on and 31vin=• company names. address and phone numbers as all affidavits may be submitted to the Department of :strial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The :a%•it should be returned to the citN• or town that the application for the permit or license is being requested. :lie'Department of Industrial Accidents. Should you have am- questions regarding the "law" or if you are required -):ain a workers' compensation; policy. please call the Department at the number listed below. . or Towns be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of :Tidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Pleas re to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to apartment by mail or FAX unless other arrangements have been made. )ffice of Investigations would like to thank you in advance for you cooperation and should you have any questions. do not hesitate to ►:ive us a call. >eparttnent's address. telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents rr office Bf Investigations' 600 NN'ashingtoti Street rX e Boston,Ma. 02111 fax #: (617) 727-7749 phone ': (6I7) 7274900 ext. 406, 409 or 375 � .� The Town of,Barnstable, BARNSTABLE. Department of Health Safety and Environmental Services MASS Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Location Z- 13 d t Ce A Permit Number 2 '�� �- �� s Owner � Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: l 1.•� — C Ly-) CL' 44--e - (' d Please call: 508-790-6227 for re-inspection. .-� S` Inspected by n � Date The Town of.Rarnstable_ De artment of Health Safety and Environmental Services • BABNBTABLL • TQ, e�� P�0g gac +. Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Location i a(. Permit Number 7 Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: rsS U:�� 'N t )-V �ti C_ v._.) v Poy-ci4 R-JOE �, Co L L•-/ A6'2 if L L 4eA O r`J ba L 1=1 C c'.e55 > p LYC CC I L+ it 'CSs U P y n aft \ P C� S� Q:tU 91 A"l & J a - c+72 r 6j2 ox J � � - Please call: 508-790 6227 for re inspection. Inspected by Date t 12 f l 1'T12 12 Mill \a �- 12 .:--V__TT _ 1 r p ��� • FRONT ELEVATION � SCALE: 114" 1'-0" 1 12 �r- -- - FLYING.RAKES TYP. .. 'I 12 ff 12 U w 12 UA SHEET I OF 6 t i p . t F Oda REAR ELEVATION JOB: 0510 DRAWN BY: KW T DATE: 6/28/05 r IL e LEFT ELEVATION SCALE: I/4" : 1i-0n v w `I . SHEET 2 OF 6 _F �i RIGHT. ELEVATIONlk SCALE: 114" - V—O" JOB: 0510 DRAWN BY: KW DATE: 6/28/Ca 40'-O . . 2'-0" �I, ...BW-00 1 - COVERED STORAGE 41 MECHANICAL V/ I bz 03 31-11° I C�.1� o -'---- - '' — j1 Wtw lL,_ Ul }QjC I s ' GARAGE 4° CONCRETE SLAB _ PITCH TOWARD DOORS Q1 n .:o zz� I I 2x10's T O Fes- I ® WO.C. `r ..n. �3 I 3 I JOISTS ABOVE. 3 I up I I I (V W ILL LLI Z 0 COVERED J (L. Q CL . • � STORAGE o .. o 1 ' 3'_6° 1 L2-0" 2'-0" SHEET.3 OF 6 v 40'_0. . 'FIRST -FLOOR -PLAN I Ef ,I I I 1 1 13, 5CALE: 1/4" = 1'-0" JOB: 0510 DRAWN BY: KW -T--T— - DATE: 6/28/05 t I _ 10° - 00 F DECK__. I (2) 24310 r.... I �{ FWG 6068 (2) 24310 I (N 0 n I 23'-3 3/4° 3'-7 1/4° S'-1" I - j O1LC •�� ' I ;STORAGE I ��_11tt__ ter. 22 0 2452-2 2452-2 I ID m I SECOND FLOOR PLAN ! i SCALE: 1/4" = 1'-O" l I - (2)-243-10----------t (2) 24310v 3-o (2) 24310 -L ---- '------------- ——— �—'-l—o" ---� .II �rq 7'-l0°--- Iz'-z° ,z,_z, \ 12'-0"� y i I t ---- _ — —_—_ —--- AXW51 AXW51 �, -_ ate- u1 tL ru1� OBSERVATORY 0 5CALE: 114" I'-011 A51 A51 =- SWEET 4 OF 6 JOB:' 0510 --- -- DRAWN BY: KW DATE: 6/25/05 I L - E 40'-O" �r 2l_pn cl G'-O" G'-O" G'-O" 6'-0" (r ,m;-------- --------- p cr 1 PT 4x6 GRADE BEAM \ • I 'GA;LV. 1'TETC;L POST ANGLIOR 1 10" .SONG.TUBE' PIER'TYP.. i \•• 1 --- =--------- --------"--- -- � ,. I - ------ I II,I'LI1 ��1) DROP WALL UNDER SLAB AT DOORS J 12"x16" CONTINUOUS FOOTING I 1 UNDER STUD WALLS TYP. 7 - CCU) ��t . 1 4" CURB- T. r--------I 1111.11 I I I :. o -'I I s l GARAGE I ; N '' .ry _ S•4"�CONCR£TELAB I I . I I •, + PITCH TOWARD.DOORS I I I I II I. < DROP-WALL-UNDER I I I SLAB AT DOORS \ 8"x46" CONCRETE WALL _ I --- 10"xl6" CONTINUOUS FOOTING TYP. o L —— — 1 y I . N I I U W z W co LLI OL t i I O 1 • � I I i I t I I 1 .�,�\ .-. '©+----------= ----------- ?�----------=`F�r---------=+-ai------------ \------------ G'-0° SHEET 5 OF 6 .361-01 FOUNDATION FLAN \ /f SCALE: 1/411 _ 1'-O° JOB Oslo r- r DRAWN BY: KW DATE: 6/15/05 ' I (13 des �I s x8s @ ICIIO.C, RIDGE VENT 2z12 RIDGE BOARD O B.SERVATDRY —_ _ASPHALT SHINGLES 5/8" CDX 5WEAT14ING °• 1. Q 5 rr jj p / / \ JOB TRUSS CEILING JOISTS / 3/4" PLYWOOD - \ �Os•"\ NOT AT OBSERATORY HURRICANE CLIPS AT RAFTER / TOP PLATE CONNECTIONS 2XIOs @ 16"O.C. `,�----- — —CONT. VENTING SOFFIT . Y / -�- - _-_-- _ -\ \_.-__.._____—.__—_ �• Ix8 FASCIA W/ 3. I/2" GROWN MOULDING FRIEZE BOARD AND MOULDINGS 5/8" PLYWOOD SHEATHING/ 1/2" ROOFING UNDERLAY IZ RUBBER MEMBRANE/ FLOATING P.T. DECK / REVERSE TAPER SLEEPERS / COMPOSITE DECKING 12 / / m UNHEATED UNFINISHED \\\\ %r ��; 1. .@.:`6.,G• // 3 4 PLYWOOD \ �. Q / o 4 Nl!I) I C ....., r_.... S\ . PT 2x10's @ I6"O.C. '•� A WI4x38.STEEL BEAM I — 2x6 EXT. STUDS @ 16" O.G. 1/2" PLYWOOD SHEATHING .p TYVEK WRAP (OR EQUAL)l �i W.C. SHINGLES L. 5" TW — - 2x4 STUD WALL f C,ARAGE SHED —— -- 101- " 4" CURB — (� 4" CONC. 5 ~ w O:_ ' ' ----------- --- PIT U GH TO DOORS BEAM Lu ,,..,r.::,...... R .. .: .,., .......... ....:..... _ _ e`: GALV. METAL ANCHOR � 1 IFS 10" "SONO TUBE" PIER TYP. p� U IL LU LL1 °'••. -COMP.ACT.F.ILL —.> I G0_0" 4 SHEET 6 OF 6 I /�.. JOB: 0510 DRAWN BY: KW (- DATE: 6/213/05 i N m a / Z2 !o0 z23'of \ L \ 00 O / � MoP 4�•�2. g ,�,{{'� _ o IV - SEITtt fNIL \ . Dr IZ4,9 WILLIAM F. q°y WALRTER tiN MORAN m OLDHAM `� 2 CIVIL —, No.13899 v No.23207 co , 9 O J (O/ .O Su ONALE t�j MAP 13CL, 540ol SRN 5Tx5L , MA DISPOSAL PLAN SA N D W I W.P.OLDHAM ASSOC. SANDWICH, MA. ao 0 ao ec SCALE 1"=4o 3-20 995 scale feet a t M y, GENERALNOTES: Disposal System designed in accordance wit(, the provisions of Title 5 of the Mass. Environmental Code and local Board of Health regulations. All pipe and fittingsio be Schedule Q or&letter: PLAGE SA%! 4 TA Ry I c� Otil NL>=T -- PiPc ,4 r Dsr2gurionl r3ox ' No existing well is located within►scfed of the proposed disposal system, nor is any existing disposal system located widiin/sofeet of the proposed welL 7 d During installation the distribution box shall be water tested to.insure that it 66,7,5 65,So 70K o is level � ., . ' �,,�,N• �hoc O M.N• . 4R ' 5'S.5 {a g„id z a a z � pryt E� ��we►�{,.d s• ' • ,a L7 q , . e H 4-9 pose GoN c. t. a cNau4 Qiir /boo 4& sema T^Nv— 9-10t.Ox01NV USE t-� c'+4�/Y DvT`/ Toh Profile of Disposal System oPs h" not to scale �3o rr Percolation Test Date : 3-� �-q w h cis Mr. t Barry 43 Percolation Test Rate : 2vh1n•/inch drop 2,r�a/s pua/cr /11 14-A"n P-6 4-5 0 �v L,2+;r72+ 4 Bedrooms x 110 G. P. D. = �,/.v G. P. D. Required MrC�ivr� (,'6 D G. P .D.x150% = 15oo Gal' . Septic Tank Required, 5ARN'SrA5LE, MA wh'/-r' No Garbage Disposal to be Installed. DISPOSAL PLAN 5", J, S ass c Wall DESIGN CALCULATIONS : • S,ANAvJ1G9, CIA Bottom: TT G. P. D. WALTER P. OLDHAM ASSOC. 80 " Sides ! Tra 9c ' 5 = 5G5 G. P .. D.. SANDWICH , MA. 49,s sr�ATA �x g G. P. D. ,Provided. SCALE 1"=40�3 2¢-1995 I�o Z ,Leo uivis W,4 r•EZ /3 Cy/�D a✓/�rc/ 5 N . 2 of r i s i j •?-7 A�2 223,0 . m �N I 4 I CJ� \`^ G: ,7 ,+ N 4g 1 As a resu; 0! �BsG .,,�3�tJ PTl�fit3 ( N f0,i1i:?i c; :.•_:d;1 poars t0 be i'ri ti tXlmpi:iiSC::`tis!.'1 -".1'y�=?� riegula vwe 01wOIJhl I�.aTip `� N � Town Of Ra with M 0 10�ii1BtRSlflrw 4° 0.1 a I i i I �k OF 44ASS9 E cy ii AM q N0.23207 co v sum I fi p► MAPf3(LOT 54.00 i i YAz srn LE , MA. L- 98 .2 5 FOUNDATION CERTIFICATION Sf+NQuiicl�. /NA W.P. OLDHAM ASSOC. SANDWICH, MA. 40 0• 40 8o SCALE 1"=46 6-Z-A 997 scale feet 1 r LEGEND FOR PROPOSED BARN ONLY: TOP FNDN = 61.0' " SYSTE+Mo SCALEI PROFILE TEST HOLE LOGS SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) ACCESS COVER TO WITHIN 6 OF FIN. GRADE 100.0 PROPOSED SPOT ELEVATION 2 _ 220 ACCESS COVER (WATERTIGHT) TO ENGINEER: LISA LYONS, RS DESIGN FLOW. 2 BEDROOMS (110 GPD) �_ GPD 60.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN; 6" OF FIN. GRADE D. DESMARAIS, RS 100x0 EXISTING SPOT ELEVATION USE A 220 GPD DESIGN FLOW •� 2X SLOPE REQUIRED OVER SYSTEM 55.0' WITNESS: 4 9/29/05 100 SEPTIC TANK: 220 GPD ( 2 ) 440 GALLONS \58.0' RUN PIPE LEVEL2" DOUBLE WASHED PEASTONE DATE:PROPOSED CONTOURFOR FIRST 2' USE A 1500_ GALLON SEPTIC TANK PROPOSED 1500 3' MAX. PERC. RATE - < 2 MIN/INCH °Po 1 pp EXISTING CONTOUR LEACHING: 57.75' GALLON SEPTIC 57.50' 52.0' CLASS I SOILS F# 11090 TANK (H- 10 ) GAS SIDES: 2(21 + 8.83) 2 (.74) = 88 BAFFLE 51.40' �� 51.2;:_ �o EEEEOEEEE LS BOTTOM: 21 x 8.83 (.74) = 137 ( 2 X SLOPE) 6" CRUSHED STONE OR MECHANICAL51.17' E E Q p E E E [ODo 2' AROUND EEEE E EEEE ELEV. ELEV. COMPACTION. (15.221 (21) 0 1 2 49.0' R �. TOTAL: 304 S.F. 225_ GPD 2' C3 E E E E E E 49.17 [� Q USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR DEPTH OF FLOW = �_ ( 7 X SLOPE) - ( 1 X SLOPE) o p" 54.0' p" TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE A EQUAL) WITH 2' STONE ALL AROUND INLET DEPTH = 10„ LS 28" FILL OUTLET DEPTH = 14 LOCATION MAP NTS 114' 12" 10YR 4/3 A FOUNDATION 12' SEPTIC TANK 82' -� D' BOX 8' . LEACHING B LS FACILITY ASSESSORS MAP 136 PARCEL 54-1 LS 40 st 10YR 4/4 ZONING DISTRICT: RF BOARD OF HEALTH 37.75' 1OYR 5/6 B YARD SETBACKS: MA 41" 0.5' LS FRONT _ 30' APPROVED DATE SIDE 15' 10YR 5/6 REAR = 15' C 69" 43.25' PLAN REF. - 331/32 FLOOD ZONE: C PERC FS C PERC F/MS 2.5Y 6/3 XIST. DWELL 2.5Y 7/4 O CESSPOOL 120" 44.0' 135" 37.75' I EXIST. WELL NGWE NGWE -i- NOTES: EXISTING PARCEL 5 I WELL 1. DATUM IS APPROX. NGVD PARCEL 4 -� 2. MUNICIPAL WATER IS NOT AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. F 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. PARCEL 3 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. PROP. RESERVE AND MPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT PRIMARY SYSTEM 9. CO 19 TILLAGE LANE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE APPRO LOCATION EXIST. LEACHING FACILITY LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR 6 TO COMMENCEMENT OF WORK. *USE H-20 COMPONENTS IF VEHICLE TRAFFIC EXPECTED. EXIS ` % v WELL i ``� EXIST. ``N ,A56.57 TITLE 5 SITE PLAN `� DWELL. % ��� �� s 12 BRIAR LANE �41.76 .0 � ' �\ OF PARCEL 54-1 �� + \� +56.38 1.77 ACRES �� '�55.50 I I �2 IN THE TOWN OF: (77,101t SF) \ 6 .9 .44 5.18 N I 1 26p. 39 \ O N ► 9 , (WEST) BARNSTABLE STANK 55.6 55.1 N N �°� .> 55.67 \\\k44.56 ' .16 55.1155. 5 + 4. 1 9889 +47. � PREPARED FOR: JOEL BESS Fe.;... N;&N / '04 7� + 3.6 1 B NCHMA K: USE 58' `ro "*,4 .44 �54 5 7 • 54 9 5 IKE SET AT ELE . 98�-t 47.85 30 0 30 60 90 DBOX 53.64 53.55 4. 56.0 •"9- Q{.45 +51. _ ` 52.63 s 0 54.16 o -50- - LP +53. �51 SCALE: 1" 30' DATE: OCTOBER 11, 2005 1.09 s2 ,-4-52.6 �' Rop \ 9 ---52- � S- q .37 Sr , 2.7 F �6.81 \s q Y .5 +55. 54 3.80 \\V6,48 ./I' �5 .i T 59.27 9.15 +J �S �5 rk OF�44 1���jN OF MAssgC EXISTING s °ate ACNE H. a�yG ARNE y�N WELL I 3 4� 49. G RDE 7 I .2 S� +53.77 4 N H. S o OJALA �" U H % U 45. ` 4 9 6.05 + 6.4 0 � \ PROP. BARN e+51 . 5 2 o No 13 IL92 N .o 40. 3�48P � T +59�31 / + 46 TE� 44.29 9. 6 + .3 PARCEL 55 150\ 5.6;� �,� /JK /ha/ fl)h 0 6 .0 A JALA, P.E., .S. DATE I - 1. � +58.88 D +61. 6 1 1k7.3 m 2�sso + `, 9.60 +60.6� +5 .58 + .78 o + 9.66 ;$ PARCEL 55-1 ►� S SDI +6 r " + off 508-362-4541 9,71 fax 508 362-9880 VIA down cape engineering, inc. CIVIL ENGINEERS -'r7 LAND SURVEYORS 939 main st. yarmouth, ma 02675 97-286