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HomeMy WebLinkAbout0036 BROKEN DIKE WAY '� -. i 1 P i q i e �. D � � 6# i s p G I r, G J �. ._., ,. _. .. _ _ .� n . � -. .�, ,r _ o � e h .. REVALIDATED LETTERS OF MAP CHANGE FOR TOWN OF BARNSTABLE,MA Case No: 11-01-0521V Community No.: 250001 July 17,2014 Case No. Date Issued Identifier Map Panel No. Zone 98-01-092A 02/04/1998 SQUAW ISLAND - LOT 49 - 191SLAND 25001CO564J X AVENUE 98-01-1020A 12/30/1998 LOT 1, LAND COURT PLAN 25001CO752J X 16194-N - 1623 MAIN STREET 99-01-244A 01/06/1999 PLAN.13687, LOT 5 - 215 SEAVIEW 25001C0776J X AVENUE 00-01-0306A 03/28/2000 648 MAIN STREET 25001CO544J X 00-01-0998A 08/22/2000 291 BRIDGE STREET 25001 CO757J X 02-01-0994A 06/05/2002 1300 CRAIGVILLE BEACH ROAD, 25001CO563J X CENTERVILLE 05-01-0804A Io/06/2005 COTUIT HIGHGROUND, LOT 25001CO752J X 152B -- 220 CROCKERS NECK ROAD 07-01-0535A 03/29/2007 CENTERVILLE, LOT 9 -- 36 BROKEN 25001CO564J X DIKE WAY..(MA)� 11-01-1245A 03/31/2011 LOT B --- 265 SEA VIEW AVENUE 25001CO757J X 13-01-0725A. 02/05/2013 ' MAP'259, LOT 12 -- H6 SCUDDERS 25001CO554J X ' LANE 14-01-1368A 04/10/2014 -LOT 18 -- 835 SOUTH MAIN STREET 25001CO563J X Page 2 of 2 de l e �e e Management Agency Wash ngton, DX. 20472 z WD July 16, 2014 Jessica Rapp Grassetti Case No: I 1-01-0521 V President,Town Council Community: Town of Barnstable, Town of Barnstable Barnstable County, Massachusetts Town Hall Community No.: 250001 367 Main Street Effective Date: July 17, 2014 Hyannis, Massachusetts 02601 LOMC-VALID Dear Ms. Rapp Grassetti: This letter revalidates the determinations for properties and/or structures in the referenced community as described in the Letters of Map Change (LOMCs) previously issued by the Department of Homeland Security's Federal Emergency Management Agency (FEMA) on the dates listed on the enclosed table. As of. the effective date shown above,these LOMCs will revise the effective National Flood Insurance Program (NFIP) map dated July 16, 2014 for the referenced community, and will remain in effect until superseded by a revision to the NFIP map panel on which the property is located. The FEMA case number, date issued, property identifier,NFIP map panel number, and current flood insurance zone for the revalidated LOMCs are listed on the enclosed table. Because these LOMCs.will not be printed or distributed to primary map users, such as local insurance agents and mortgage lenders, your community will serve as a repository for this new data. We encourage you to disseminate the information reflected by this letter throughout your community so that interested persons, such as property owners, local insurance agents, and mortgage lenders, may benefit from the information. For information relating to LOMCs not listed on the enclosed table or to obtain copies of previously issued Letters of Map Revision (LOMRs), Letters of Map Revisions Base on Fill (LOMR-Fs) and Letters of Map Amendments (LOMAs), if needed, please contact our FEMA's Map Information eXchange (FMIX),toll free, at 1-877-FEMA-MAP (1-877-336-2627). Sincerely, Luis Rodriguez, P.E., Chief Engineering Management Branch Federal Insurance and Mitigation Administration a 0 _ Enclosure: Revalidated Letters of Map Change for the town of Barnstable, Massach ` s N CO . cc: Community Map Repository — ' Thomas Perry, Building Commissioner, Building Division, Town of Barnstable ..wt Page I of 2 r. r Town of Barnstable �r 1 r2j F THE) �° �`'ti Regulatory Services RAnxsr,►sie Thomas F. Geiler,Director` L'r' 3AF?iY.;i 6L y MASS. $ �p 1639. Building Division 2�1c7 rFo y Tom Perry,Building Commissioner 19 M 8: 4 Q 200 Main Street; Hyannis,MA.02601 www,town.barnstable.ma.us,",-----..._—._ Ui 0 t-j Office: 508-862-403 8 Fax: 508-790-623( PERMIT#p�QD/� 1 � FEE: L SHED REGISTRATION 120 square feet or less 3Co 1380 ct�� t,e�� v k.F.A� I.c� Y �nl iL�2 �ui. Location of shed (address) Village RcO&EGCA Sob - 42-o_ 8%41 Property owner's name Telephone number BxIS 22-7 / 080 Size of Shed Map/Parcel# . Il 118 2008 Signs e Date' Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) C 0 %Z ig-n_o-ff-hou-rs-=for C-on-servation=8:00=9:30&:3 3-0=4:3.0� �Il PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS ]CORM MUST BE ACCOMPANIED BY A PLOT PLANT Q-forms-siredreg REV:042506 �° I � f ?a$ �+�� r da ��' ����' t,. � �'!,�•;;i:. � t,mr�tmvm. :" _ _ VATION=18.3- 1 4 L F p -�_ �� � PRoaosED 40 ` �;tr E t y' •� �+" 1B. •�~ •1 ° '� a '.>••. IL HD M , s xvr 1?2 'c J \ �,. r r:'!.• '•'/� � � MIN. \\',. �• ,.../ �,,'.,. , p—BOX ? ;: / � :' a La' n i;k S ,�� x y�t�`t j rr K ��µl l`' Y I x, $ .. / �,'' •1 i +'ti.aJ I +; 4 i EDR00M dWELLIyG�a ft n{ / W 14 eaME .00 ffi JJ t Y: —. _ 1 drv'S4 4��I rtY t i lit d`�� i I ♦ / ' . / it `,' ti� � � Sj• / yak ^ ( 918 / ♦ 2Si ,�,' / / 20.0 PROPOSED 1500 GALLON PROPOSED 8'x14' 39ED / ON SONOTUB��a r-tea-cam �:, SEPT1C TANK '26 / � � PROYOStD NEW WORK LIMIT / -AND DOUBLE STAKED STRAWBALE LIMIT PROPOSED DECK W 8' i PROTECTION Y-�--Ayy. f� W-7 aw �tAND -8 1 EDGD4 �8 y .o. _. W-s W-10 OF M . I HEREBY CERTIFY THAT THE .LOT SHOWN PLAN � 1S AS SHOWN ON PLAN BOOK 239 PAGE E v � \47142 SCALE: 1 r 20 OFE S S�p� (THIS AREA IS SERVED BY TOWN WATER) �y�aQ� ` ^�_ s u R�� PLS !� t DATE _ oF.HE, � The Town of Barnstable BA LE.MASS. Department of Health Safety and Environmental Services MASS. A t639 `00°, A , lED MAC Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection F,n G Location 3to R ra kea (ja v Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: 1 �-�r� s�e,�s `�51�� r-► se rL e 19� 51<iA e `1071� Please call: 508-862-403.8-for re-inspection. Inspected by t i Date y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2 21 Parcel 80 Application# 0001 0'Pr, Health Division 2 oo3o$3 Conservation Division SC 3—4o3S Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee AP 3 6 Z b 2- Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 3 G Re-o" '�Ik.E WA Village Cc oTtF eyi t i t- Owner RG tecc.A S S,Q wAt _ Address So Fox 2uAJ , e o 2 y 3Z Telephone SOS- 42.0 — 8 3 41 Permit Request 1=,Nt.P&dJ4 &&L z 19w c ,s y Square feet: 1st floor:existing 1 q*4 proposed w 14 2nd floor:existing 2,2s 2 proposed WA Total new F. Zoning District Flood Plain R 4 A 10 Groundwater Overlay rl J Project Valuation Construction Type mootell Lot Size I -(I Grandfathered: WYes ❑ No If yes,attach supporting documentation. Dwelling Type: Single Family Er Two Family ❑ Multi-Family(#units) Age of Existing Structure uobEk coNS-moopo JHistoric House: ❑Yes 0'No On Old King's Highway: ❑Yes LAO Basement Type: CdFull ❑Crawl 0 Walkout ❑Other Basement Finished Area(sq.ft.) 0.00 Basement Unfinished Area(sq.ft) t,q34 Number of Baths: Full:existing 3 new I Half:existing I new Number of Bedrooms: existing 3 new Total Room Count(not including baths):existing -7 new 9 First Floor Room Count 4 Heat Type and Fuel: QdGas ❑Oil ` '❑Electric ❑Other Central Air: YYes O No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Colo Detached garage:`��existing ❑new size Pool:0 existing ❑new size Barn:❑existing ❑new size Attached garage:Idexisting ❑new size 5-7 S Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes YN'6 If yes,site plan review# Current Use Proposed Use c BUILDER INFORMATION Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO n SIGNATURE DATE 0 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. G ADDRESS —VILLAGE ^ OWNER DATE OF INSPECTION: — FOUNDATION FRAME (tAq(to404 �o INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL _ FINAL BUILDING 0 1 II3� cr1 y DATE CLOSED OUT ASSOCIATION PLAN NO. I RESIDENTIAL BUILDING PERMIT FEES ►PPLICATION FEE _ New Buildings $100.0.0 Residential Addition $50.00 ,sltctmtions/Renovations $50.00 Change of Contractor/Builder $25,00 " FEE VALUE WORKSHEET NEW LIVING SPACE ' square feet x$96/sq.foot= x.0041- ' plus fcombelow(if applicable) ALTERATIONSaMNOYATIONS OF EXISTING SPACE . LtZ —sq=efeetx$64/sq.foot- '736G y x,0041= t13 plus fiombelow(if applicable). 9ARAGES'(attached&detached) square feet $32/sq.fL= x.0041= ACCESSORY STRUCTURE>120 sq.ft.. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 . >750 sf-1000 sf 75,00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building peanit: , square feet $96/sq,foot ffi x.0041- STAND ALONE PERMTS Open Porch x$30,00- (number) Deck x$30,00- (number) Fireplace/Mimney x$25.00= (kw) Inground Sw1nMAng Poo1 $60.00 Above Ground Svimm9ng Pool $25.00 ReloeationNoving $150,00 (plus above if applicable) Permit Fee . RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $ 50.00 50. 00 Change of Contractor/Builder $ 25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x .0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE J." 1 SI square feet x$64/sq.foot= '1 S1 loG 4 x .0041= 302.0 a plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq. ft. >120 sf-500 sf �$ 35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool. $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 r Town of Barnstable Regulatory Services sr"BI ' Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. 8g 14 O 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: IF lms4 ihn15 'Ame. J^cE Estimated Cost Address of Work: n d'NiuE wAY y,u•_ MA Owner's Name: ,�-;g P C A A J . f i 12"t Date of Application: 0L /0 2/6 G I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law [-]Job Under$1,000 []Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR n Date Owner's Name Q:forms-homeaffidav The Commonwealth ofMassachusetts Department oflndustrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit; Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/lndividu4:_k 9,ercA to %J0iRrMt_ Address: So Fox oau�l City/State/Zip: • e��v.Y*v,LLtE- , M.+ o u 3,L_: Phone#: So8- I to- 8341 Are you an employer? Check the-appropriate bog, Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6 New construction employees(fall and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet t Remodeling ship and have no employees These sub-contractors have & ❑ Demolition working for me in any capacity. workers' comp.insurance. . 9. ❑ Building addition (No workers' Comp.insurance 5. ❑ We are a corporation and its required,] officers have exercised their 10.0 Electrical repairs or additions 3. I am a homeowner doing all work right of exemption per MGL 11.❑ Phlmbing repairs or additions myself.[No workers' comp, c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees.(No workers' 13.7 Other Fw#a ti,J5 Arne XAA&'T comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information' ` t Homeowners wbo submit this affidavit indicating they am doing all work and then hire outside contractors must submit anew affidavit indicating such ZContractmrs that check this box must attached an additional sheet showing the name of the subcontractors cad their workers'comp,policy iafonmation. I am an employer that Is providing workers'compensation Insurance for my employees. Below is the policy and job site Information. Y, . Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach it 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 e. 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. 1 do hereby c under pains and penalties of perjury that the information provided above is true and correct; (Sf afore: Date: oc./o�./o Phone#: 5o b _ 420_ $3 41 Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority (circle one): 1.Board of Health 2.Building Department 3.City/!own Clerk a.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: inlorrnation ana instructions Massachusetts General Laws chapter 152 requires all employers to provide workers compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,.6i al 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 bean 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 pern*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 commomvealth nor any of its political subdivisions shall enter into any contract for the performance ofpublic 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)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 eater their self-insurance license number on tie 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 mast 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 fixture 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 burn leaves etc.)said person is NOT required to complete this affidavit- The Office of Investigations would ae 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 1-577-MA.SSAFL• Revised 5-26-05 Fax# 617-727-7749 WW)%Y.Mass.7o v/dia r Table 1911b(condaued) Piweriptive Packages for One and Two-Family Residential Buddlnp Heated with Fossil Fuels MAXIMUM MINIMUM GIazing Glazing Ceiling Wall Floor Basoneat - Slab Headng/Cooling Area'(%) U-valuer R-valud R-value' R-valued Wall Perimeter . Equipment Efficiency Package R-value° 1t value' 5701 to 6500 Heating Degree Days' Q 12% 0.40 1 lam-38— —13 --19-. _10 6 Normal R 12% 0.52 1 30 19 19 1 10 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 036 38 13 25 N/A 1 N/A Normal U 15% 0.46 .38 19 19--T 10 6 Nomal V 15% 0.44 38 13 25 N/A N/A 85 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 18% 032 38 13 25 N/A N/A Normal Y 18% 0.42 38 19 25 N/A N/A Nonnal Z 18% 0.42 38 13 19 10 6 "AFUE AA 18% 0.30 30 19 1 19 10 6 90 AFUE I. ADDRESS OF PROPERTY: 3r 6&oVZ*3 tua Lo" eGm-,?PLv iuti mA o2..32- 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a 780 CMR Appendix J Footnotes to Table J6.2.1b: I Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 fl?of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRQ test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling.R-values do not assume a raised.or oversized truss construction. If the insulation achieves the full. insulation thickness over the exterior walls without compression, R 30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall. For example,an R-19 requirement could be met EITHER by R 19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as.unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. • an 50%below de must opaque ue portion of an individual basement wall with an average depth less than grade The entire p q p y g meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with-the other glazing. Basement doors must meet the door U-value requirement d;=ribed in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. " If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1a MOTES: a)Glazing areas and U-values are maximum acceptable levels.Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the. glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 Town of Barnstable Regulatory Services BAMSTABLE, : Thomas F.Geiler,Director 9 MASS. �. 039.A�0 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 0 fo�C 2 /D L JOB LOCATION: 3fo 8&oURAl 6t" Wf+`f 8AR CT*A1.0 number street village n SOS-4 3 "HOMEOWNER": Rt�f3�CCA S. J-tRMh,.- SO'8=1�}0-09�t 1.0-8 4I name home phone# work phone# CURRENT MAILING ADDRESS: 510 /G r R UAI C'e '�xy,cer MA 02�3L 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. DEFMTION 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 r� ' ents Signatu of H m owner• 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:homeexempt ,A NATIONAL GRANGE MUTUAL INSURANCE COMPANY A member-of The Main Street America Group POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the National Grange Mutual Insurance Company,a New Hampshire corporation hav- ing its principal office in the City of Keene, State of New Hampshire,pursuant to Article V, Section 2 of the By-Laws of said Company, to wit: "Section 2. The board of directors,the president,any vice president,secretary,or the treasurer shall have the power and authority to appoint attorneys-in-fact and to authorize them to execute on behalf of the company and affix the seal of the company thereto, bonds, recognizances, contracts of indemnity or writings obligatory in the nature of a bond, recognizance or conditional under- taking and to remove any such attorneys-in-fact at any time and revoke the power and authority given to them. "Pursuant to said by-law does hereby make,constitute and appoint Donald F.Mccarthy its true and lawful Attorneys-in-fact, to make,execute, seal and deliver for and on its behalf, and as its act and deed,bonds, undertakings recognizances,contracts of indemnity,or other writings obligatory in the nature of a bond subject to the fo mg limitation: l. No one bond to exceed Five Hundred Thousand Dollars($500,000.00). D v and to bind the National Grange Mutual Insurance Company thereby as fully and to the same extent as if suc s cents were signed by the duly authorized officers of the National Grange Mutual Insurance Company, and all the act s ' ttorney are hereby ratified and confirmed. This power of attorney is signed and sealed by facsimile under and by the authority of the followin res on adopted by the Direc- tors of The National Grange Mutual Insurance Company at a meeting duly called and held on day of December 1977. Voted: That the signature of any officer authorized by the By-Laws and the company sea e affixed by facsimile to any power of attorney or special power of attorney or certification of either given for t do f any bond,undertaking, recognizance or other written obligation in the nature thereof-, such signature whe used being hereby adopted by the company as the original signature of such office and the original sea omp be valid and binding upon the company with the same force and effect as though manually affixed. 0 By execution of this Power of Attorney,National Grange Mutual Insu lompanMetresaid ereby revoke,rescind and declare null and void any previous Power of Attorney at any time previ us shed individuals or agencies. IN WITNESS WHEREOF,The National Grange Mutual Insur Co any ed these presents to be signed by its Corporate Secretary and its corporate seal to be hereto affixed this 30th etobe THIS APPOINTMENT SHALL CEASE AND TERMINATE AUTOMATICALLY AS OF DECEM$$ ,20A6 sooner revoked as provided. l .rf3"•'� APO-,p�y�'.� NATIONAL GRANGE MUTUAL CE PANY By: «lZA THIS POWER IS INVALID IF RED L RIN " NATIONAL GRANGE MUTUAL INSURANCE ZANY, E, HAMPSHIRE" IS NOT SHO ENTI State of New Hampshire, hest , * j►'�� On this 30th day of Oc be 33 f ubscriber a Notary Public of the State of New Hampshire in and f'��`�� Cheshire duly co ed and li ,came William C. McKenna of the National Grange Mutual Insurance ri111�1�isx�`� personally kno e officer scribed herein,and who executed the preceding instrument,and he acknowledged the execution of same, ar,4 me fully sworn,deposed and said that he is an officer of said Company,aforesaid: that the seal affixed to the precedin ent is the corporate seal of said Company,and the said corporate seal and his signature as officer were duly affixed and to the said instrument by the authority and direction of the said Company;that Article V,Section 2 o`%VjM}wlt�Wj of any is now in force. F0, ITNESS WHEREOF I have hereunto set my hand and affixed by official seal at Keene,New Hampshi, }�;'•'' 30th day of October,2003. yJ. oTgRY s Notary Public My Commission Expires: Mare 19,S0&(jg� 1G,: • ;� 4 I Lyn E. Landry,Assistant Vice President of the National Grange Mutual Insurance Company,do hereby certify e� ��`��� foregoing is a true and correct copy of a Power of Attorney executed by said Company which is still in force and effec.rrrrunttttt0 IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said ompa y at e, hire this 22nd day of November 2005 Assistant Vi a President WAK TVU041r� �i�cauthorized reproduction or alteration of this document is prohibited. This er i unles seals are readable and the certification seal at the bottom is embossed. The diagonal imprint, warning and confirmation must be in red ink. f CONFIRMATION Of validity of attached bond, call NGM at: Keene 603-358-1339; Richmond 804-270-6611 ext. 138; Syracuse 315-434-1410. National Grange Mutual LICENSE BOND Insurance Company BOND NO. S-227237 A Main Street America company KNOW ALL MEN BY THESE PRESENTS: THAT WE, Humam K Sirhal of 50 Fox Run Centexvillev MA 02632 as Principal, and NATIONAL GRANGE MUTUAL INSURANCE COMPANY, a New Hampshire Corporation with principal office at Keene, New Hampshire, as Surety, are held and firmly bound unto ***Town of Barnstable*** in the sum of Two Thousand Five Hundred And00/10Q)OLLARS ($2.500.00 ), for the payment of which sum, well and truly to be made,we bind ourselves, our personal representatives, suc- cessors and assigns, jointly and severally, firmly by these presents. The Condition of this obligation is such, that Whereas Principal is desirous of obtaining a license from Town of Barnstable Massachusetts to carry on business as 36 Broken Dike Wav Centerville MA 02632 in The Town of Barnstable. MA for the term commencing on the 22nd day of November 2005 XXXXXXXXX }i Xd XXXXXXXXXXXXXXXXXXxXXyJX XX . This is a Continuous Bond. NOW,THEREFORE,if Principal shall,during the aforesaid term,faithfully observe and honestly comply with such Ordinances, Rules and Regulations, and any Amendments thereto, as require the execution of this bond, then this obligation shall become void and of no effect, otherwise to be and remain in full force and virtue. The Surety may,if it shall so elect,cancel this bond by giving thirty(30)days written notice to the Obligee and the bond shall be deemed cancelled at the expiration of said period;the Surety remaining liable, however subject to all the terms, conditions and provisions of this bond, for any act or acts covered which may have been committed by the Principal up to the date of such cancellation. PROVIDED, HOWEVER, that this bond may be continued from year to year by certificate executed by the Surety hereon. rol.ED AND DATED this 22nd day of November 2005 h ut. i NA GRAN E MUTUAL INS COMPANY By Atto ey-in act Agent 68-1283(10188) I Town of Barnstable 0 Building Department - 200 Main Street t ASTABLE• Hyannis, MA 02601 MASS 9$ 1639. . (508) 862-4038 �FO MA't A Certificate of Occupancy Application Number: 89190 CO Number: 20070096 Parcel ID: 227080 CO Issue Date: 05/25107 Location: 36 BROKEN DIKE WAY Zoning Classification: RESIDENCE C DISTRICT Village: CENTERVILLE Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: slZ9/a- Bui di apartment Signature Date Signed I I Department of Regulatory Services * BARMABM i639. A, FO MI`►� BUILDING DIVISION BY 'd1i N L�li ARN�''I'= *' I3U ING� PERMIT PARCEL, ID 227 080 GEOBASE IV, 13787 ' ADDRESS 38 BROKEN DIKE WAY PHONE CENTERV I L r E ,•# - Z I P � LOT 9 BLOCK _ LOT SIZE DBA DEVELOPMENT DISTRICT CO ' I PERMIT 89190 DESCRIPTION SIN FAM/31/2 BA/3BR,/418 SF/ATT GAR PERMIT TYPE; BUILD TITLE NEW RESIDENTIAL BLDG PtTr J i CONTRACTORS: PROPERTY %WER. Department of ARCHITECTS: - r Regulatory Services ?I TOTAL FEES: $370.80 d BOND $,CEO, CONSTRUCTION COSTS $401,856.00 ' .w 101 SINGLE YAM HOME -DETACHED 1 PRIVATE ' *�,OI":` • * BAMSTABLE, , MASS.A 039. .� y QED MA'S A BUIL ING-DWISION DATE ISSUED 12/20/2005 EXPIRATION, DATE _/ ✓�f• _ ,�.. . � �, 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 OFTHIS 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. POST THIS , • IT ISVISIBLE FROM STREET : BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS : ELE TRICAL INSPECTION A/P� ROVALS d7 ' l 3 V 1 HEATING INSPECTIO PPROVALS ENGINEERING DEPARTMENT 2 -` 1 v '- b 7 F V1511,77 -� OTHER: SITE PLAN REVIEW APPROVAL ©F- �j11� Pv�S�P.lL_ OS_.�3-07 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. I low oUILDING PERM05 = 1 .T j f � d I J •� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2?J Parcel 8 Permit# Health Division Q0 30&3 1 f7 aI Q ' e w�6 �5�,h AY U. Date Issued e /2 -/h� CC���() Conservation Division ��1� iv)z�Jrsl Se 3- 4 o3S Fee �7 0l l)t V Tax Collector_ Pp �'e #, .A0_a,_00 Treasurer SEPTilc SYSTEM p��*cp� p���g�' ,y, Planning Dept. WITij TITLE 5 Date Definitive Plan Approved b Planning Board A aa �7° �, � pp y 9 �. .r� sip � �'�.'��,rR, � °•,,,, Historic-OKH Preservation/Hyannis Project Street Address 34 9P,0 u h) �i carry ' Village C6 tj Tau I I w, Owner PESECC•A Q L-.A L_ Address 5 o ry Ru Telephone ° cam ` Permit Request QW ,. 3� BA-PI ., Square feet: 1st floor: existing proposed i 34 2nd floor: existing proposed 2,z52 Total new •00 Valuation 400.,Wn Zoning District RC _Flood Plain Kg' Aio Groundwater Overlay Construction Type wntk� Lot Size t .(, Grandfathered: EfYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure WA Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes YNo Basement Type: EJ Full O'Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) oo Number of Baths: Full: existing new 311 Half:existing new Number of Bedrooms: existing new 3 Total Room Count(not including baths): existing new 7 First Floor Room Count 9 Heat Type and Fuel: CdGas ❑Oil ❑ Electric ❑Other Central Air: UdYes ❑ No Fireplaces: Existing New _ Existing wood/coal stove: ❑Yes W1\10 Detached garage: ❑existing ❑new size Pool: ❑existing ❑new size Barn: ❑existing ❑new size Attached garage:❑existing knew size S-IS Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes EfNo 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 I� z2 oJ— r . FOR OFFICIAL USE ONLY PERMIT;NO. D,�TE ISSUED MAP/PARCEL NO. ADDRESS _ VILLAGE OWNER, DATE OF,INSPECTION: 7 FOUNDATION C'G ��\J /36 -b � FRAME INSULATION FIREPLACE - s .. ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 9 FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. P Town of Barnstable OftHE fps P� o� Regulatory Services ' ones F.Geller Director , � Building Division prEoy po Tom Perry,Building Commissioner 200 Maier Street, Hyannis,MA 02601 www.townb arnstable.ma-us Fax: 508-790-6230 dice: 508-862-4038 HOMEOWNER LICENSE EXEMPTION Please Print I DATE: li�2Z ��.1 � ' JOB LOCATION• street village 08— number r 790 -ogTf S•08-4to_G34 .-HOMEOWNER": AFC EQ A s •fi q#AI- //kl.>r� k • f%4H�. S work phone# name + home phone# CURFINTMARNG ADDRESS: So fvx MA 02(.31_ zip code city/town state 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. DEFINMON 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 owner"shall submit to the Building Official" Oial on a form acceptable to the Building Official,that he/she shall be- home re onstble 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 t he/she understands the Town of Barnstable Building Department inspection procedur requirements and that he/she will comply with said procedures and raunnIffrequir ts. Homeowner Approval of• ilding 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. HOMMOWNEWS EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions provided that if the homeowner engages a person(s)for hire to do such • of this section(Section 109.1.1-Licensing of construction Supervisors);pro ' work,thaf such Homeowmer 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 8c Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons• la this case,our Board.cannot proceed against the unlicensed person as itwould with'a licensed Supervisor. The homeowster 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 ca*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 fmm-deertification for use in your community. A•Fm•rnc•hmmeEXEEIDt The Commonwealth of Massachusetts —r.c -= Department of Industrial Accidents Office 811AY. UgotlVMS 600 Washington Street Boston,Mass. 02111 Workers' Comipensation Insurance Affidavit name: A-XGCCA cJ' LRM 6 location_ '3 r- a a a 6CeQ QN,t u,, w A y citv CG rj 9L-"1t 1/r - hone# I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one wridn / capicity /////f11A�/ / l/%/"�g"m z:-------///%//%////%%/////%% / I am an 1 rovidin workers'compensation for my employees working on this job.:.::.:: < r :: ::::::. :.:..::.:::.::::::.:...:::::::.::..::::.::::....::.:,...::.:::::.:.::,:.:::::.:::::.......:::::.::::.:..:::::::.:.:.:....:....:....::..:......::::::::::.:::.:.:.:::::::.::::::...:.::::::::::::::.....:::. ?:aII Y m arc sir .;.:.:::..:::........:::.::::::.....::. :.::... ...::.:::.:..:,::...:.:..... ..................... on . ev Cl A i :::<:':;::::::<: :•......::::••: ::•::•.:::•::::::•:•.?:•>:•:::{;•::..:::::::•>;•:?;•>;?:•:<•::::;:_::.}Y:.:.»::;:,.:::. of ::; ;:: •. ::......... iliisurance rn:: .............:.. . :• ........ Q I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have thefollowing workers' co ensation polices: mP ::::.:,,.:. :.:.•r:::?'.: :Com ;>•;••?;:�>:<?.;:.:.......:.: .:::........: ............. .................. .................................. •v:.v:::..r...... .... ,,:...... 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L�tY' +t�:'�i:?':v+i�'�:•':ii.}<ii::?•.;{..};•:v}:•Y:•:�}:v:4'v':{v..ti+i::Y::::::::.Yi:4.v h • ..................r... }..........n...........................................................:::.w.�•. ...v... .r.................:v;.:... .:.. ...............,r..:::vv:nv;. w:..vv:... hmrtutce:cQ�;:>:?>;::•;>}:;•YY;;•>}:{{?•:}}:•:.>:•:.•:{;.:;:Y}:}:.}:•:;}:•;:•}>:;;>:•;:•:<;;;;>;?;}>:•:•?:;>:.;;:<?;.>:{::::.>:>...: ::,. /%%/�/% Y}}:is4}};?iiii:4...... ?:•}?::O}:•}:•Y:•:;�::::.v:w::v:: ::ii):{::iii::i};j::<:Y:?iiirii:!i'is�:t::is�i:iii:�i:Y:v.'ji�:;::i:•:;rv.:.:;:}}::.::::;::{..:;::.?•r.;{.;::::.};!;::.i:r:?ry;:?.;L:;.?i::::;:{C' • .. ....... ...... :. :::::::::::.:..�.::....::...:.:::.:.:�..:'�:•:v;v?:i?:.�}Y:;•i::.vi:::iii}i:vYvv;�:::{:..............;. tlJ1 i2?><> %?i$`r i%"r�i..... `en - IN ??3.:igd•>> Fatbae to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,SOO.o0 and/or one years'imprisomnmt as well as dvn penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day.against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the p ' andQenaJties of pe ' inf ' n provided above is tru'and coned Sigaatune Date 1121 OS� . _-----. Phone# 5 o g 420 A 3 41 Print name oiHdal use only do not write in this area to be completed by city or town official city or town• permit/license# ❑Building Department ❑LicensingOffice Board ❑checkif immediate response is required ❑Selectmen's[]Health Department contact person: phone#; - Other 0evaee 9/95 P11+J Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contrac 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 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 0 building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the:issuance or renew of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who ha not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe 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 in the workers' compensation affidavit completely,by checking the box that applies to your situation and ns supplying company names,address and phone numbers along with.a certificate of in as all affidavits maybe 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 Y(Y are required to obtain a workers' compensation policy,,-please call theMcpartment at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of tl affidavit you ou to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the penmitllicense number which�vdl-be used-as a reference number. The affidavits-may be retmied fn � the Department by mail or FAX unless other anangements.have been.made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions• please do not hesitate to give us a call. The Departmeirt's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eat. 406, 409 or 375 Total Pages=2 Bk 20384 P9 3B0 73690 10-20-2005 a 02 2 37P RETURN TO: Humam K.Sirhal et al 36 Broken Dike Way Centerville MA 01632 Quitclaim Deed w x GRETCHEN F. REVOTSKIE, Executrix under the will of NICHOLAS REVOTSKIE late of U Weston, Middlesex County, by power conferred in said Will and by every other power for consideration paid and in full consideration of FOUR HUNDRED EIGHTY FIVE THOUSAND and 001100 ($485,000.00) DOLLARS a grant to REBECCA S. SIRHAL, i t1d i VA V4,41 i 0 0 � x N � Centerville,Barnstable County,Massachusetts w w the following property in Barnstable County, Massachusetts U [Description and encumbrances,if any] O a Q A certain parcel of land,with the building(s)and improvements thereon,situated at 36 Broken Dike Way, (Lot 9), Centerville, Barnstable County,Massachusetts,bounded and described as follows: A NORTHEASTERLY on an'arc,nineteen and 73/100 (19.73) feet; and z oNORTHEASTERLY on an arc, seventy-seven and 09/100 (77.09) feet,both by a Way as shown p AND EASTERLY on hereinafter mentioned plan; M NORTHEASTERLY by Lot 8 as shown on said plan, three hundred forty-four (344) feet, more or less; NORTHWESTERLY by Centerville River and a ditch as shown on said plan,three hundred A AND WESTERLY fifty-five(355) feet, more or less; and A SOUTHWESTERLY by Lot 11 and by Lot,10 as shown on said plan,three hundred seventy(370) feet, more or less. W Containing 1.6 Acres, more or less, and being Lot 9 as shown on plan entitled, "Plan of Land in aCenterville Barnstable Mass. for The Barnstable Development Trust Scale: 1 in=60 ft. Date:May 15, 1970 Charles N. Savery Inc. Registered Engineers Surveyors Hyannis So. Yarmouth", which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 239,Page 131. 36 BROKEN DIKE WAY(LOT 9) CENTERVILLE,MA QUITCLAIM DEED PAGE 1 OF 2 . I Together with a right of way over Elliot Road as shown on said plan in common with others who are now or may hereafter be entitled thereto. The grantors specifically reserve a right of way over so much of said lot as by implication of law lies within the limits of any way as shown on said plain. The premises are conveyed subject to the rights reserved by the Trustees of the said Barnstable Development Trust to grant easements to public service corporations for the installation and maintenance of all public utilities in, over, under and upon said ways and anchors and guys to support lines in said ways and on land adjacent thereto,and subject to easements of record. Subject to a Restriction dated February 4,2003 and recorded with the Barnstable Registry of Deeds at Book 16357, Page 191 on February 6, 2003. Subject to easements,restrictions and covenants of record if they affect the locus and are in full force and effect, expressly not intending nor meaning to extend the same in the event that they have expired by operation of law or otherwise. For title see Deed of Nicholas Revotskie and Gretchen F. Revotskie to Nicholas Revotskie dated March 18, 1992,and recorded'with the Barnstable County District Registry of Deeds in Book 8005, Page 120. Also see the Estate of Nicholas Revotskie, Middlesex Probate Docket#96 P 4120 EP. Witness our hands and seals this �'aay of October, 2005. MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 10-20-2005 8 02:37t'a ' Fee. 1623 Doc': 73690 O00. etchen F. Revot ie, Executrix Fee: SirbS8.70 Cons: 9:485►000.00 COMMONWEALTH OF MASSACHUSETTS Middlesex, ss: On this �day of October, 2005, before me, the undersigned notary public, personally appeared Gretchen F.Revotskie,Executrix under the Will of Nic as Revotskie,proved to me through satisfactory evidence of identification, which w�driver's license passpe�{ employee ID card,to be the person whose name is signed on the preceding or attac ed document, and acknowledged to me that they signed it voluntar&for its stated purpose. "Notary Public" � Joanne M. O'Sullivan Co Mn"allh of Massadwsetls otary public: f 0 G�t�/Z-e VYl 6 _U J i Y� My CommissionE*e wNov.29,2W My commission expires: j [F:U2E ISION.wpd] BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 10-20-2005 a 02:37pm Cti;: 1623 Dor_T: 736?0 Fee; $1r105.80 Cons: 4485r000.i0 BARNSTABLE REGISTRY OF DEEDS Affidavit of Substantial Financial Interest I, Hum�am k cJ i 4 as c_ #,PEA_of So Fox RuA) , Ocv-,a-Lv►LL. . ti4,4 _, on oath depose and state as follows: C. .f'OAMA 1. 1 am an applicant for a building permit for the property located at Map 22 , Parcel g� The address of the property is U. geau-,J c71L4C�" &J" C� ,w►ua 2. 1 have ioo % legal or equitable interest in the real property which is'the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is II 122 /2ao�� , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is i 1/zz/zooa' , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted n building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received O building permits for property in which I have a 1% legal or equitable interest. "� Signed under the pains and penalties of perjury, this`? of N v , 200_S. 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT National Grange Mutual LICENSE BOND Insurance Company BOND NO. S-227237 A Main Street America company KNOW ALL MEN BY THESE PRESENTS: THAT WE, Humam K. Sirhal of 50 Fox Run Centerville, MA 02632 as Principal, and NATIONAL GRANGE MUTUAL INSURANCE COMPANY, a New Hampshire Corporation with principal office at Keene, New Hampshire, as Surety, are held and firmly bound unto ***Town of Barnstable*** in the sum of Two Thousand Five Hundred And00/10(DOLLARS ($2,500.00 ), for the payment of which sum,well and truly to be made,we bind ourselves, our personal representatives, suc- cessors and assigns, jointly and severally, firmly by these presents. The Condition of this obligation is such, that Whereas Principal is desirous of obtaining a license from Town of Barnstable Massachusetts to carry on business as 36 Broken Dike Way Centerville, MA 02632 in The Town of Barnstable, MA for the term commencing on the 22nd day of November , )% 2005 , xxxxxxxxxxxxxx xxxxxxxx This is a Continuous Bond. NOW,THEREFORE, if Principal shall,during the aforesaid term,faithfully observe and honestly comply with such Ordinances, Rules and Regulations, and any Amendments thereto, as require the execution of this bond, then this obligation shall become void and of no effect, otherwise to be and remain in full force and virtue. The Surety may, if it shall so elect,cancel this bond by giving thirty(30)days written notice to the Obligee and the bond shall be deemed cancelled at the expiration of said period;the Surety remaining liable,however subject to all the terms, conditions and provisions of this bond, for any act or acts covered which may have been committed by the Principal up to the date of such cancellation. PROVIDED, HOWEVER, that this bond may be continued from year to year by certificate executed by . the Surety hereon. ED AND DATED this 22nd day of November , �� 2005 H am K al c� NA GRAN E MUTUAL INS COMPANY C By CL Atto eyin- act Agent 68-1283(10/88) NATIONAL GRANGE MUTUAL INSURANCE COMPANY y _ A member of The Main Street America Group POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the National Grange Mutual Insurance Company,a New Hampshire corporation hav- ing its principal office in the City of Keene, State of New Hampshire,pursuant to Article V, Section 2 of the By-Laws of said Company, to wit: "Section 2.The board of directors,the president,any vice president,secretary,or the treasurer shall have the power and authority to appoint attorneys-in-fact and to authorize them to execute on behalf of the company and affix the seal of the company thereto, bonds, recognizances, contracts of indemnity or writings obligatory in the nature of a bond, recognizance or conditional under- taking and to remove any such attorneys-in-fact at any time and revoke the power and authority given to them. "Pursuant to said by-law does hereby make,constitute and appoint Donald F.Mccarthy its true and lawful Attorneys-in-fact, to make,execute, seal and deliver for and on its behalf, and as its act and deed,bonds, undertakings recognizances,contracts of indemnity,or other writings obligatory in the nature of a bond subject to the fol ing limitation: 1. No one bond to exceed Five Hundred Thousand Dollars($500,000.00). and to bind the National Grange Mutual Insurance Company thereby as fully and to the same extent as if suc s dents were signed by the duly authorized officers of the National Grange Mutual Insurance Company,and all the act s ttorney are hereby ratified and confirmed. This power of attorney is signed and sealed by facsimile under and by the authority of the followin res on adopted by the Direc- tors of The National Grange Mutual Insurance Company at a meeting duly called and held on day of December 1977. Voted:That the signature of any officer authorized by the By-Laws and the company sea a affixed by facsimile to any power of attorney or special power of attorney or certification of either given fort do f any bond,undertaking, recognizance or other written obligation in the nature thereof; such signature an whe used being hereby adopted by the company as the original signature of such office and the original seat tt omp O be valid and binding upon the company with the same force and effect as though manually affixed. 0 By execution of this Power of Attorney,National Grange Mutual Ins �ompan ereby revoke,rescind and declare null and void any previous Power of Attorney at any time previ us� she resaid individuals or agencies. IN WITNESS WHEREOF,The National Grange Mutual Insur, Co3hpany ed these presents to be signed by its Corporate Secretary and its corporate seal to be hereto affixed this 30th ctobe THIS APPOINTMENT SHALL CEASE AND TERMINATE AUTOMATICALLY AS OF DECEM ,20 6, sooner revoked as provided. `���11tt11Utlll�l�li NATIONAL GRANGE MUTUALy ��' -r�� CE PANY By: �� tr. THIS POWER IS INVALID IF RED L IMPRIN "NATIONAL GRANGE MUTUAL INSURANCE EANY, HAMPSHIRE" IS NOT SHO ENTI 51 = 4 ' State of New Hampshire, hes %•• * �. On this 30th day of Oc be 3,b f subscriber a Notary Public of the State of New Hampshire in an '•of'��`,` Cheshire duly co ed and fi ,name William C.McKenna of the National Grange Mutual Insurance personally kno e officer scribed herein,and who executed the preceding instrument,and he acknowledged the execution of same,a me fully sworn,deposed and said that he is an officer of said Company,aforesaid:that the seal affixed to the . precedin ent is the corporate seal of said Company,and the said corporate seal and his signature as officer were duly affixed and to the said instrument by the authority and direction of the said Company;that Article V,Section 2 of t�ptBty++Itury�S of ItRftny is now in force. ������ M, Fp p44 ESS WHEREOF, I have hereunto set my hand and affixed by official seal at Keene,New HampshJtj�� "''••.9 /�' 30th day of October,2003. - AI y, .5, y a Notary Public = My Commission Expires:Mar$ 19,!;,ftI30C1 r y . Q� I Lyn E.Landry,Assistant Vice President of the National Grange Mutual Insurance Company,do hereby certify'tr �`��� foregoing is a true and correct copy of a Power of Attorney executed by said Company which is still in force and effec mntttt. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said ompa y at e, p hire this 22nd day of November 2005 Assistant Vi a President WMANGM,_ �' pMauthorized reproduction or alteration of this document is prohibited.This is i unl'es seals are readable and the certification seal at the bottom is embossed. The diagonal imprint,warning and confirmation must be in red ink. CONFIRMATION Of validity of attached bond,call NGM at: Keene 603-358-1339; Richmond 804-270-6611 ext. 138;, Syracuse 315-434-1410. _. ..--- - 11HET°wti� The Town of Barnstable '• 9AK�E. Department of Health Safety and Environmental Services 39 Eo may" Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of InspectiRp rq^ Location Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: 1 Mk 5 e_"s s V I F ed c,w Lqns ',4 11cLI, rrA c "boos 3 le IU. SeG A-,7tC Ulf ii I uw.o L�rr c4.u� C l as Y12��.�° c �C h VHF S dnMeA nA a r o sTs 1-aJ2± VrF to ` 1 be e 46 �ea ck�6vc V,r c r s c cs qa3N Please call: 508-862-463+ffor re-inspection. Inspected by f--- Date 9 ]0 09/22/2006 FRI 16:08 FAX 603 472 6733 New England Region 2 002/005 Third Finor Ream It is r"� V1��a, rnr.,inrm 2 Pcs of 1 3/4"x 11 1/4"1.9E Microllam®LVL TJ-Beam©6.25 Serial Number.7000720620 User:4 9122l20061:00:59PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Pagel Engine Version:6.25.71 APPLICATION AND LOADS LISTED or . . .a 3--- 4'4" Product Diagram is Conceptual, LOADS: Analysis is for a Header(Flush Beam)Member, Tributary Load Width:18' ' Primary Load Group-Residential-Living Areas(psi):40.0 Live at 10D%duration.12.0 Dead Vertical Loads: Design I Control @ Hole Type Class Live Dead Location Application Comment Uniform(plf) FlooQl.00) 360.0 180.0 0To4.4" Adds To Ceiling M Design(ft/Ibs):2556 SUPPORTS: M Control(ft/lbs): 14513 Input Bearing Vertical Reactions(ibs) Detail Other - Width Length Llve/Dead)Uplift/Total V Design(lbS): 1115 1 Stud wall 3.50" 2.17" 2340/882 10/3222 Al:Blocking 1 Ply 1 3/4"x 11 114"1.9E MicrollamO LVL V Control(lbs):6284 2 Stud wall 3,50" 2.17" 2340/882/0 13222 Al:Blocking 1 Ply 13/4"x111/4"I.9EMicro!lam®LVL -See TJ SPECIFIER'S!BUILDERS GUIDE for detail(s):Al:Blocking HOLE IS ACCEPTABLE LOCATION ANALYSIS: User Location "X"(Horiz.)Dimension Comment 1 /'S" 3/4"hole ASSUMING CENTER DEPTH OF MEMBER DESIGN CONTROLS: Maximum Design Control Control. Location Shear(lbs) 2974 -1394 7481 Passed(19%) Rt.end Span 1 under Floor loading Moment(FI-Lbs) 2974 2974 16137 Passed(18%) MID Span I under Floor loading Live Load Dell(in) 0.015 0.100 Passed(U999-) MID Span 1 under Floor loading Total Load Dell(in) 0-020 0,200 Passed(L1999-) MID Span 1 under Floor loading • - -Deflection Criteria:STANDARD(L1,1/480 TL:L1240). -Bracmg(Lu):All compression edges(lop and bottom)must be braced at 4'4"01c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ).Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis.The input loads and dimensions have been provided by othersDAVID MCLEAN(FALMOUTH)and must be verified and approved for the specific application by the design professional for the project. - -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. I /I .Note See TJ SPECIFIER'S 1 BUILDER'S GUIDES for multiple ply connection. ' E Operator Notes: i' ' / SEE SHEET ONE FOR ADDITIONAL NOTES 7 PROJECT INFORMATION: OPERATOR INFORMATION: Sirhal Kristina Tacito-Hansen 36 Broken Dike Way Trus Joist A Weyerhaeuser Business(KTH) Centerville,MA 360 Route 101,Suite 2 Bedford.NH 0311D Phone:(603)•472.6730 Copyright ?P06 by Tras ,;ois[, d t4f'y^Ghana fCY IY.ui:Css bli<:rol-larrr, 4n z. .cvistcr^d "-demarB of .-cs Jc4"1,. 5:\n:1G\Tf-C\P.o ie^,t Fi.ICS\30:C0-J??99\35•".G:�_3$c,.^'•�Iii•CO-1,.r:�c\3:>dIF\S i:::ai Hca;n iR.Sms i 09/22/2006 FRI 16:08 FAX 603 472 6733 New England Region 003/005 '4 I ! Third Floor Boam 1 3 Pcs of 1 3/4"x 11 1/4"1.9E Microllam@ LVL nvc�Ansinrss TJ-Beam&6.25 Serial Number.7000720620 User:4 922/20061:01:37 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Pagel Engine Version:6.25.71 APPLICATION AND LOADS LISTED Overall Dimension:31'7" 4'4„ ji 8.1,, d 3,7" 6 9'7n Product Diagram is Conceptual, LOADS: Analysis is for a Header(Flush Beam)frember. Tributary Load Width:18' Primary Load Group•Residential-Living Areas(psQ!40.0 Live at 100%duration.12.0 Dead Vertical Leads: - Design!Control @ Holes Type Class Live Dead Location Application Comment WORST CASE - V.form(plf) Floer(1.00) 360.0 180.0 0 To 3V 7" Adds To Ceiling SUPPORTS: M Design(ft/lbs):6129 M Control(ft/Ibs):8304 i Input Bearing Vertical Reactions(Ibs) Detail other i Width Length LivelDeadlUpliftlTotal 1 $tudwalt 3.50" 1.85" 3037 110081014135 At:Blocking 1 Ply 1 314"x 11 1/4"1.geMicrollam&LVL V Design(Ibs): 11284 2 Stud wall 3.50" 4.04" 6953 1 2063 10 19016 e3 None V Control(Ibs): 19062 3 Stud wall 3.50" 5,04' 84 11 12833I0/11245 83 None 4 Stud wall 3.50'" 4.44" 8106/1798/019904 83 None 5 Stud wall 3.50" 6.52" 109781 3571/0 114549 83 None HOLE IS ACCEPTABLE 6 Stud wall 3.50" 2.71" 4393 1 1659 10/6052 A1:Blocking 1 Ply 1 3/4"x 11 1/4"1.9E Microllam&LVL -See TJ SPECIFIER'S/BUILDERS GUIDE.for detail(s):Al:Blocking•83 - -Bearing length requirement exceeds input at suppon(s)2,3,4.S.Supplemental hardware is required to satisfy bearing requirements. LOCATION ANALYSIS: User Location "X"(Horiz.)Dimension Comment 1 2'3" 1 1/2"hole-ASSUMING CENTER OF MEMBER DEPTH 2 4'101/2" 1 1/2"hole ASSUMING CENTER OF MEMBER DEPTH 3 1 V 8" 3/4"hole ASSUMING CENTER OF MEMBER DEPTH 4 12'5 12" 2"hole ASSUMING CENTER OF MEMBER DEPTH 5 12'9 112" 3/4"hole ASSUMING CENTER OF MEMBER DEPTH 6 13'1/2" 314"holee ASSUMING CENTER OF MEMBER DEPTH i 7 23'6" .3/4"hole ASSUMING CENTER OF MEMBER DEPTH 8 27'6 112" 3/4"hole ASSUMING CENTER OF MEMBER DEPTH DESIGN CONTROLS: Maximum Design Control Control Location $hear(Ibs) 8368 6751 11222 Passed(609%) Lt end Span 5 under Floor ADJACENT span loading Moment(Ft•Lbs) .12633 -12633 24205 Passed(52%) N410 Span 5 under Floor ADJACENT span loading Live Load Deft(in) 0.113 0.235 Passed(L1999f) MID Span 5 under Floor ALTERNATE span loading Total Load Dell(in) 0.154 0.471 Passed(L/733) MID Span 5 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:/00,TL: /240). -Bradng(Lu):All compression edges(top and bottom)must be braced al 21'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. .The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from soilware developed by Trus Joist(1'J).Allowable product values shown are in accordance with current TJ materials and code accepted desio values.• J , TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others DAVID MCLEAN(FALMOUTH)and must be verified and approved for the specific lIJ application by life design professional for the project u ' -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. r 1 -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. / 1 -Note:See TJ SPECIFIER'S 1 BUILDER'S GUIDES for multiple ply connection. i ? �' Operator Notes: Q� �\" t �: SEE SHEET ONE FOR ADDITIONAL NOTES y 1� KATHY PROJECT INFORMATION: OPERATOR INFORMATION r 2 1 Ili :Tit i" t7 Sirhal - Kristina Tacito-Hansen 2S' 36 Broken Dike Way Trus Joist A Weyerhaeuser Business(KTH) fi 7 I c y 9r v c Centerville.MA 3G0 Route 101,Suite 2 Bedford.NH 03110 Phone:(603)-472.6730 Copyci.0^t ' 7006 by Tres Joist, a U yerhrc;.,[ Nierolla." it a raryisL:ed r.rademark of Tr!' Jni sC. S:1,Ett6\TCD\Project. Files\30000-39?99\35010-3.':992N 35600-35 G99`,.'.5 6:31,S irhu.l Thud Floor 5Cam.=:, 09/22/2006 FR1 16:08 FAX 603 472 6733 New England Region Z 004/005 \\\. Irmixr Huxira� 4 Pcs of 1 3/4"x 11 1/4"1.9E Microllam@ LVL TJ-BeamO6.25 Serial Number:7000720620 User.4 9/22rz0061:02.os PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Pagel Engine Version:b25.71 APPLICATION AND LOADS LISTED t I o. ,o 10, : Product Diagram is Conceptual LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:18' Primary Load Group-Residential-Living Areas(psp:40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Fioor(t00) 3146 1152 7'6' Point Load From I-VL Beam Third Floor Design/Control @ Hole Point(lbs) Floor(1.00) 5164 3783 7'6" - Point Load from Steel Third Floor M Design(ft/lbs):5005 SUPPORTS: M Control(ft/Ibs):29026 Input Bearing Vertical Reactions(Ibs) Detail Other Width Length LivelDead)UpliRlTotal i 1 Stud wall 3.50' 2.68" 5608f 2380 10 17986 Al:Blocking i Ply 1 3/4"x11 1/4"1.9E MicrollamO LVL V Design(Ibs):7188 , 2 Stud wall 3.50" 4.99" 9904 14933 101 14837 Al:Blocking i Ply 1 3f4"x 11 1/4"1.9E MicrollamQ LVL V Control(Ibs): 12569 -See TJ SPECIFIER'S I BUILDERS GUIDE for daiail(s):Al:Bloct ing 1 -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements.,, HOLE IS ACCEPTABLE LOCATION ANALYSIS: i User Location "X"(Horiz.)Dimension Comment t 101 3/4"hole ASSUMING CENTER DEPTH OF MEMBER i DESIGN CONTROLS: Maximum Design Control Control Location , Shear(Ibs) -14677 .13659 14963 Passed(91%) RI.end Span 1 under Floor loading Moment(R-Lbs) 31639 31639 32274 Passed(98%) MID Span l under Floor loading _ Live Load Dell(in) 0234 0.242 Passed(L1496) MID Span 1 under Floor loading Total Load Dell(in) 0.346 0.483 Passed(1.1335) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LUL/460,TUL/240). -Bracing(Lu):Ail compression edges(top and bottom)must be braced at 5'9"of,unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ).Allowable product valves shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis.The input loads and dimensions have been prodded by others DAVID MCLEAN(FALMOUTH)and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. ?( -Allowable Stress Design methodology was used for Building Cade BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPEECIFIER'S/BUILDER'S GUIDES for multiple ply connection ems;?.'�•'"-�•- 1 fill ,./ , r y � 1 t J\ i Operator Notes: SEE SHEET ONE FOR ADDITIONAL NOTES - RAT J, PROJECT INFORMATION: OPERATOR INFORMATION: Simal Kristina Tacito-Hansen 36 Broken Dike Way Trus Joist Weyerhaeuser Business(KTH) Centerdlle,NIA 360 Route 101,Suile 2 Bedford,NH 03110 Phone (603).472.6730 .opyr'.ght. 2D06 b; T[cs Joist, a r..siness " - sli.r.:citar.. is register,e.d crarleT,i'I: of T-5 Jot sC. S:\E;IG`,TCU\:'caject F'i:.a'•,7a0r,Q-sir9e}`.35Ca G-359 `,.156nJ->S64?\355;6`,S:cha 1-secocd ,toot' .i.l.stn,c . 09/22/2006 FRI 16:09 FAX 603 472 6733 New England Region Z 005/005 - S 4 A Second Floor Beam UtA ! 3 Pes of 1 3/4"x 11 1/4"1.9E Microllam®LVL TJ-Beam®6.25 Senet Number:7000720620 User:4 9t22120061:02:45PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Page 1 Engine Version:6,25.71 APPLICATION AND LOADS LISTED Overall Dimension:13' 3❑ 6'2" �roduct Diagram is Conceptual LOADS: Design/Control @Hole Analysis is for a Header(Flush Beam)Member. Tributary Load Width:18' Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,12.0 Dead M Design(ft/lbs):2577 SUPPORTS M Control(ft/lbs):21703 j Input Bearing Vortical Reactions libel Detall Other Width Length LlvelDeadlUplifVTotal j 1 Stud wag 3.50" 1.50" 2204 1 637 1012841 A3:Rim Board 1 Ply 1 1l2"x 11 1/4"1.5E TmberSlrandO LSq V Design(Ibs):-937 I 2 Stud wall 3.50" 3.39 57131184310I7556 B3 None V Control(lbs):8753 3 Stud wall 3.50" 1.50" 2024 1 540 10 12564 Al:Blocking 1 Ply 1 314"x 11 1/4"1.9E Minrollam©LVL, -See TJ SPECIFIER'S/BUILDERS GUIDE tordetail(s):A3:Rim Boaid,83.AY.Blocking HOLE IS ACCEPTABLE 1. LOCATION ANALYSIS: User Location "X"(Horiz.)Dimension Comment 1 11'31/2" 1 112"hole ASSUMING CENTER DEPT14 OF MEMBE R DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -3897 .2865 11222 Passed(2691,) Rt.end Span 1 under Floor loading Moment(Fl-Lbs) -4614 .4814 24206 Passed(201/6) Bearing 2 under Floor loading Live Load Den(in) 0.025 0A67 Passed(L1999+) MID Span 1 under Floor ALTERNATE span loading Total.Load Dell(in) 0.030 0.333 Passed(Ll999+) MID Span 1 under Floor ALTERNATE span loading -Deflection Cnlena:STANDARD(LUL1480,TL:1J240). Bracing(Lu):All compression edges(top and bottom)must be braced at 13'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achiew_member stabdity - -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ).Allowable product values shown are in accordance with current TJ materials and c QQ accepted deLlgn values. TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others DAVID MCLEAN(FALMOUTH)and must be verified and approved for Ih sbecific j application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUT1014 VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. i .o Operator Notes: sJ SEE SHEET 014E FOR ADDITIONAL NOTES ?% P. nP ` if r�Cttlf aHc- ( {:. a, to iJ PROJECT INFORMATION: OPERATOR INFORMATION: Sirhal Kristine Tacito-Hansen 36 Broken Dike Way Trus Joist A Weyerhaeuser Business(KTH) Centerville,MA 360 Route IOI.Suite 2 Bedford,NH 03110 Phone:(603)-a72-6730 Cooyri ght 200,6 by Tour. Jost, a '. ;nrhaousc:. 3•.a.i-q ss tii czol:am! is a rogistezed t,.adaw.ri nf. T:us Soise. £�\F,iIG\TOO\?ro Vie.-". i:il..t5\700af,-gS l�n\75p6!:-3.`'.�9"13:it^f.-356'9�3y51 B\.ce zhni-ancnn^. boor :r..a:ns kJ j 1. y �L J � +' ` :� � , _ 2�.�.� ;a _ � J �i �v LVL �D9r✓�J' �YYJ�h��, IN f�LrL /$ f �1 CI fV [tFT fl14V V/ or— V ThL I$G19ti! The Town of Barnstable 9 RARSARLE, MASS 9` Department of Health Safety and Environmental Services MA . 0 t639' �0 MA+a Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of lnspectif�n P 11�e } {3ra Fe- I-)i Kt L)a c, Location --- Permit Number / U Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: ►® -( * Arm 6�_ } � ! VX& YWA hers D10AS I,Ji4 weur 10L's i �YLs e.;4 ,,-- cx 4er- d � �s r-1 MAC T I6or ; ��s rti rt0�er� J V u y i U /—ill,, (_'.�Il1v+nNS � �e ��C►l�� �Tp �PG,,. Glbbve t 7 Please call: 508-862-40r3.8 for re-inspection. Inspected by L^) Date 9 ���J � Second Floor 6 #lA,` TJ-Bearr�6.20SerialNu�A"' 101Bs`"= 3 Pcs of 1 3/4" x 11 1/4" 1.9E Microllam® LVL User.1 2121/M 1:1T53 PM Page Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a Overall Dimension:l3' HIMo, a b 6'6- b 6'6" 1 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 18' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 1.50" 2115/590/0/2705 A3:Rim Board 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrandO LSL 2 Stud wall 3.50" 3.38" 5700/1839/0/7539 B3 None 3 Stud wall 3.50" 1.50" 2115/590/0/-2705 Al: Blocking 1 Ply t 3/4"x tt IMP-1.9EMicrollam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board,B3,A1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3770 2738 11222 Passed(24%) Lt.end Span 2 under Floor loading Moment(Ft-Lbs) 4775 -4775 24206 Passed(20%) Bearing 2 under Floor loading Live Load Defl(in) 0.021 0.158 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.025 0.317 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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.TJ Associate.. . -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER`S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Sirhal David McLean 36 Broken Dike Way Falmouth Lumber Centerville,MA 670 Teaticket Highway East Falmouth,MA 02536 Phone:508=548=6868- Fax :508-548-0649 dmcl@aol.com Copyright b 2005 by Trus Joist, a Weyerhaeuser Business ' Microllam& is a registered trademark of Trus Joist. C:\Documents and Settings\Matt Metell\Desktop\Calcs\Sirhal-second floor 1A.sms # JAI TA)eartS6.20SerialNumb 00 0 74 4 PCs of 1 3/4" x 11 1/4" 1.9E Microllam® LVL Users 2121r20061:15A5PM `Page1 Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED b 10• ` Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 18' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Uve Dead .Location .Application .Comment Point(lbs) Floor(1.00) 3146 1152 7'6" - Point Load From LVL Beam Third Floor Point(lbs) Floor(1.00) 5164 3783 7'6" - Point Load from Steel Third Floor SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud.wall 3.W' 2.68" 5606 l 2380 10/7986 Al-Blocking. 1 Ply.13f4"x,11.1./4"1.9E MlcrollamO LVL 2 • Stud wall 3.50" 4.99" 9904/4933/0/14837 Al:Blocking 1 Ply 1 3/4"x 11 1/4 1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -14677 -13659 14963 Passed(91%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 31639 31639 32274 Passed(98%) MID Span 1 under Floor loading Live Load Defl(in) 0.234 0.242 Passed(U496) MID Span 1 under Floor loading Total Load Defl(in) 0.346 0.483 Passed(U335) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'9"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ wgfronts the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIMER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Sirhal David McLean 36 Broken Dike Way Falmouth Lumber Centerville,MA 670 Teaticket Highway East Falmouth,MA 02536 Phone:508-548-6868 Fax :508-,5411�0649 dmcl@aol.com Copyright 0 2005 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark-of Trus Joist. C:\Documents and Settings\Matt Met ell\Desktop\Calcs\Sirhal-second floor lAl.sms Second Floor Rear Beam#1A2 TJ-Seam®6.20Serial ".=5 74 4 PCs of 1 3/4" x 11 1/4" 1.9E Microllam® LVL User.I 1:39:19 PM Pagel Eng1ine0V"on:6.0.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED. a R, b 13' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:9' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type class Live Dead Location. Application Comment Uniform(plf) Floor(1.00) 0.0 80.0 0 To 13' Adds To Wall Uniform(plf) Snow(1.15) 450.0 270.0 0 To 13' Adds To Roof SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplitYTotal 1 Stud wall 3.50" 2.79" 5206/3083/018289 Al:Blocking 1 Ply 1 3/4"x 11 114"1.9E MicroUam®LVL 2 Stud wall 5.25" 2.85" 5324/3153/018477 A3:Rim Board 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al: Blocking,A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 8074 -6704 17207 Passed(39%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 25274 25274 371.15 Passed(68%) MID Span 1 under Snow loading Live Load Dell(in) 0.308 0.313 Passed(U487) MID Span 1 under Snow loading Total Load Defl(in) 0.491 0.626 Passed(U306) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):•All compression edges(top and bottom)must be braced at 11'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NGTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Sirhal David McLean 36 Broken Dike Way Falmouth Lumber Centerville,MA 670 Teaticket Highway East Falmouth,MA 02536 Phone:508=548-6868 Fax :508-548-0649 dmcl@aol.com Copyright O 2005 by Trus Joist, a Weyerhaeuser Business Microllamg is a registered trademark of Trus Joist. C:\Documents and Settings\Matt_Metell\Desktop\Calcs\Sirhal-second floor lA WIP.sms ®� �jj gyp/ Second Floor#1 C TJ-Beart&6.Tl alw , 742 2 Pcs of 1 3/4" x 11 1/4" 1.9E Microllam@ LVL User.i 22tl M 12.54:38 PM Pagel Engine V"on:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ,r a. .o d 61 4• 1 Product Diagram Is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 18' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 2.02" 2280/718/0/2998 Al:Blocking 1 Ply 1 3/4"x 11 1/4"1.9E Microllam®LVL 2 Stud wall 3.50" 2.02" 2280/71810/2998 Al:Blocking 1 Ply 13/4"x 11 1/4"1.SE Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2841 -1835 7481 Passed(25%) Rt.and Span 1 under Floor loading Moment(Ft-Lbs) 4261 4261 16137 Passed(26%) MID Span 1 under Floor loading Live Load Defl(in) 0.037 0.150 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.048 0.300 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for.product availabllity. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Sirhal David McLean 36 Broken Dike Way Falmouth Lumber Centerville,MA 670 Teaticket Highway East Falmouth,MA 02536 Phone:508=54"868 Fax :508-548-0649 dmcl@aol.com Copyright ® 2005 by True Joist, aWeyerhaeuser Business Microllam® is a registered trademark of Trus Joist. 02/22/2006 07:53 5084570649 FALMOUTH LUMBER INC PAGE 01/01 Thir.&.F.loorBeam 28 A r %fiY=kk_Dvaifle+ Pee of 13)4°' X Ii 1W' 1..9E kam@ LVL wzwmv 6.20 UMpt Number:70osamti" Fe"I EMirm eodc;snaM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN ' Peen y EnGfna Wxa!{s�;G,?0.1fs CONTROLS FOR THE.APPLICATION AND LOADS LISTED Overall Dirrtens�=31'i r' Product Diagram is Conceptual. LOt4IDS� Anaiysls Is for a Header(FIU%h Beam)Member. Tributary Load Width:16 Primary Load Group-Residantial-Living Areas(psn,40.0 Live at 100%cluration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floot(1.00) 360,0 180.0 0 To 31'9" A469 TO Ceiling SiJPFOR'T$: Input Baiting Vertical Reactions(lbs) Detail Other Width Length L1ve1DsadlUplW Totai 1 Stud wall 3,50" 1-93" 3146/1152 10 14297 A1:Blocking 1 Ply 1 314"x 11 114"1.9E MlcrollamO LVL 2 Stud wall 3.60" 4,47" 7492/2479 J 019971 B3 Nona 3 Stud wall 3.50" 4.01" 70051 1946/018951 133 None 4 Stud wall 3.50" 4.33" 7666 12083 10 19669 33 None 5 Stud wall 3,50" 0.43" 10514 13835 1 0 114340 B3 None 8 Stud wall 3.50" 2.87" 4351 1 1597 1 0 1.5947 Al:Blocking 1 Ply 1 314"x 11 114"1911. MicrollamG LVL -See TJ SPIECiFiER'S 1 BUiLDERS GUIDE for detail(e):Al:Blocking,53 -Bearing length requirement exceeds input at support(s)2,3,a,5.Supplemental hardware is rrouired to satisfy bearing requirements. DESIGN CO t0i' Maxim.urn Dasign Control Control LOcatlon Shear(lbs) 8071 6455 11222 Passed(58%) Lt.end Span 5 undr r Floor ADJACENT span loading r Moment(Ft-Lbs) -11751 -11751 24206 Passed(49%) Bearing 5 under Floor ADJACENT span loading. Live Load Defl(in) 0.107 0.227 Passed(Lr999+) MID Span 9 under Floor ALTERNATE span Ioading Total Load Defl(in) 0,142 0.484 Passed(1./766) MiD Span 5 under`lodr ALTERNATE span loading -Deflection Criteria:STANDARD(LL:L1480,TL:Lr240). -Brecing(Lu):All Compression edges(tap and bottom)must be br'acnd at 10'6"o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability- -The load conditions considered in this design analysis include alternate and adjacent member pattem loading. PROJECT l' INFORM,A;AQW_; OPER8TDR INFORM 0 Strha DeYid McLean 36 Broken Dike Way Falmouth Lr,mber Centerville,MA 670 Tasticknt Highway East Falmouth,MA 02535 Phone;5(12-548-6858 Fax :50E,-548.0649 dmcl@aol corn Cepy_ight 2005 6y Trus laid' a Utyerb6oub6r AUQtrA.'- tor*ewl.ymSa in h rAgjrtArnd cradtiaark of rru. Joist. (;:\DnQnalPiltfi and 3Att.inq.\Matt Mctcll\resktapl Wlcff\.is hal, 'rh l+,{! F1nn.o RARm.�m9 FEB-08-06 09 :58 AM HUMAMCHUGH ? K. SIRHAL. 508 420 8340 R. 01 Famoftimile Cover Sheet To: Mr. Jack Fitzgerald Company: Barnstable Building Department Phone: 508-862-4035 Fax: 508-790-6230 From: Humam K. Slrhal Registered Investment Adviser Company: WASHINGTON FINANCIAL GROUP Securities offered by Cadaret,Grant&Co., Inc. A Registered Broker/Dealer and Investment Adviser. Member NASD,SIPC Phone: 508-420-8341 Fax: 508-420-8340 Date: 02/08/06 Pages Including this cover page. 5 Ref. 36 Broken Dike Way, Centerville Permit No. 89190 Dear Mr, Fitzgerald, As per our conversation today, please find enclosed the approved and proposed layout (including the specification sheets) for the steel beam in the garage, I thank you for your cooperation. Be regard Huma (Hugh) K. Sirhal FEP-08-06 10 :00 AM HUMAM (HUGH FC_ SIPHAL. 508 , 420 8340 P. 05 0 4,4096 �YBdtrs 1W%Wn&4,W4.41:h SrRHgLRESIDLAICE � ��fw r•3 Pb )OG"'abarAdae ado 3613ROK7N DIKE WAY COTUPI,MA """'�""�`"' I of I Member Data Asm�Type:Boom App]caret:Floor Lateral Bradng:Continuous Standard Load: Molsture Condition:Dry Building Code:lt3C!IRC "as Load: 40 PLF Deflection Criteria: LJ360live,L1240 fatal Dead Load: 10 PLF Deck Connedipn:Nalled k6ember Weiglti: 26.0 PLF CS DOL: 100% FOehame:Sirhal Ger©g���� Non-standard Load% Type TMIA, Live Oved (Description) Bogin End Ndth Start Ind Start End DCL Replaosment Uniform PLF 01 0.001, 25' 0.00" 460 136 100% T 2300 2300 Bearings and Reactions Input MlnimUn Worst Crap _ Locaton Type- Le th LoTuth Total �ialti° Dead Total 1 0"01001, Wan NIA AUA 72220 5324# 1898# 72220 2 23'1,75" Wal N/A N/A 72660 5358# 1WO 7266# Design spans Pro4lact W 12 x 26 t3 I Comaomnt Merrrmor Dos 19m has Passed Design Checks." Design assumes corsinuoas lateral bracing. Aftwable Btress't' ign Achial Allowable Capacity Lowdon Loading p06idVe M0m®nt 41.79'k# 60,12'k# 69% 11.57' Total bed 100%P Shear 727d 40.470 17% 23.15, Total ford 100% LL WIDOW 0.6021" 0,7716" LM53 11.57' Total load tM TL UlKtlon 0.5611 11573" U407 11.67' Total load 100% COW: 4bdllfb9 MOMOM Al P+adudnamrea�reineamsam Mtlftlrotitrroaren CP"Whl V9040M by gaps*kf%tp?Wm,LLL.ALL REM WOW. oeeseaataC" B 606 de9rodaa YhvA Uw m rber,New Wd,been m Order,hoon m 04t rrMvgn¢.ta 1PP@�!PC@@bn vprq Wr LaWa,Lvst4nq CaWilkna;@na9psna .ateaanfhY�f�l.fia6fYQ1m1MWm'A@ra0Dya4aaaaaa�a�natalltagon . aabnaf @a's4d�+d kr spptPwl ThIe CaMpn asa,msa prapOA inMdlatl0t PSO,'$Mp tP�i InOW(aatPah amarkatbaa. FEB-08-06 10 :00 AM HUMANCHUGHa K. SIFHAL 503 420 8340 P. 04 .tk .J tJ I --p C-C toll i YIP i ,, { i aI vq w9 w li Amvllty I It I �I III D5 � -IA Ago s , W a; a i II w4 y IQ 04 a W i { -r-0•C`C I I V14 7f`�h tT .p' e�8i+6��1l�i �. V+4►�1 `442", [10)ATE: LE; �� ��•� APPROVED By: BRAWN bYiV�l�. --,¢ 02/DGrob RfYIBED X!�'Jl f� DRAWING NUMBER �1,my FEB-08-06 09 :59 AM HUMAM (HUGH ) K. SIRHAL 508 420 8340 P. 03 reae .-,-. ---,,, " I-ALMOUTH LOMBER TY17 F.",`F.' 92/92 -1�PFWXN DlKh WAV T OOsawl: *vmnbor Type:%own App�vrtmr. St8ndrA LOW: L1.4crul VW.Vy.,O.: 40 PLP 'AnIst 46 Cu4dtom Dry Wldloig COOO:13C 1 O*W LWO. 10 PLF L*$O live,r.'?j4rj kft� N*" WW'ifift ),Iva gurt Eno DOL mWMIJIff a 2SO ftarings and itseations O.W Well WA MIA 7046M 67W 20$z# TGIF 2 2F 17511 Wf.j WA WA 78W 6760 MW rg LW D"gn&We "1 1.70 De Phxhnt.IN 1tx Rewtoll =NFA46 nYlrwe WWI brWitts, ------------ Ion pw%1? lqjlwl°, �s W-A 12% 7�67 Two lm�' fil't 9 *Ttk*Ind W% FL 0011; rqjs 2.67, T.116 load Oft Qwftl: L LVL-stie rlN 0000 ny-w'pw FEB-08-06 09 :59 AM HUPIAMCHUGH ? K. .31RHAL 500 420 8340 P. 02 >r\ H i. C-C �.�.�..-,_.,. .._ _ ....�......_ -,..•_-_.___-...,.,.25 "'fib___,..............--�----,}' ar. ®" W 1 bfi w wi LE I s � DS b3 GAAAC,E `o �p2dp —14 FjQ,s�eN w, 114(i, Rar3M 04 t 04 Fes-...... .......__...._.,_.�.,�,,, �1 De toaNr,�g Caam�vJd L C-G 0 w� w1 SCALE; !1 u�a APPROVP_'G BY; DRAWN®Y N.r�.�' gAl DATI;; �'j J7 2 /D,�' REVISED MA DRAWING NUMBER The Town of Barnstable ' a p t ent of HealthSafety and Environmental Services 41 Building Division 367 Main Street,11yanab,MA 02601 Office: 08•862.408 Fax. 508-790-6230 PLAN Owner: .. , MapiParcel: aj ct Psdds� s:5'io rG�eta i r{)et a� Builder: The following Items were noted On reviewing'. 0 n— `��C 4 tJ vn r C' Yl 'F V c� i C' 2 Lr i r sZ E' '1(�-r C.:S < Jev' d�� G '��o �0. , f � � c BOND DEPARTMENT-NOTICE OF CANCELLATION NGM Insurance Company 55 West Street P.O.Box 2300 ,Keene,NH 03431-7000 *formerly known as'NatiorialGrange Mutual Ins.Co. 44 Issued to you as: Obligee tl f 'f10 ,,"w" - Town of Barnstable Ma 200 Main St Hyannis,MA 02601 The Company hereby gives you notice of cancellation in accordance with bond conditions of Bond Number: S-01-23591 i Principal: Nicholas Revotskie 1992 Trust Type of Bond: SURETY-LICENSE OR PERMIT Classification: Lic Street Permit 910 License Number: Remarks: Original Date of Issue: 02/05/2003 Cancellation Effective: 03/01/2006 By virtue of this notice the bond will be cancelled and all liability of said company will cease at and from the time and date stated above without further notice. Such action is caused by reason of- Release Received Copies of this notice were mailed to: Principal: Obligee: Nicholas Revotskie 1992 Trust Town of Barnstable Ma Broken Way 200 Main St Centerville,MA 02632 Hyannis,MA 02601 Additional Principals: Additional Obligees: Please confirm acceptance by signing this extra copy and returning in the enclosed envelo ,. Other: Accepted by: Typed Name and Title:"2 e2 a,[ AGENCY: 20-0379 Rogers&Gray Ins Agency Inc COMPANY: NGM Insurance Company* c... *.formerly known as National Grange Mutual Ins.Co. , By: ""� ' Date: July 11,2006 Attorney-in-fact WhitneyS r 36 Broken Dike Way Centerville,MA First Floor Finished Areas: Description Sq.Feet rounded --'-Garage 575.00 Living Quarters 1934.00 Decks 606.00 C 2�E s) Second Floor Finished Areas: Description Sq.Feet rounded Living Quarters 2,252.00 Decks 89.00 C► Second Floor Un-finished Areas: Attic (crawl) space under rafters 166.00 j{R 9 2-3 Application of District Regulations t 1 � ion[4Regulations within each district established herein shall be applied F uniformly to each class or kind of structure or use. 2-3.1 Conformance to Use Regulations: No building shall be erected or ate. altered and no building or premises shall be used for any -purpose { ter except in conformity with all of the regulations herein specified for the district in which it is located. j 10 � 10 2-3 .2 Conformance to Bulk and Yard Regulations: No building shall be ncif erected or altered to exceed the height or bulk, or to have narrower or smaller yards or other open spaces than herein m required, or in any other manner contrary to the provisions of this ordinance. 2-3.3 Lot Size Requirements: Wetlands shall not be included in the lot area (sq. ft. ) requirement for zoning compliance. i 2-3.4 Lot Shape Factor/Residential Districts: To meet the minimum area requirements in Residential Districts, a lot must be a closed plot of land having a definite area and perimeter and having a shape factor not exceeding the numerical value of 22, except that fi Y a lot may have a shape factor exceeding 22 if the proposed building site is located. on a portion .of a lot that itself meets the minimum lot area requirement and has a shape factor not N exceeding 22 and such lots shall not be created to a depth 1 greater than two (2) lots from the principal way. �{ 2-3.5 Contiguous Upland Required: In addition to the requirements of Section 2-3 . 3 herein, all lots shall have One Hundred percent (100%) of the minimum .required lot area as contiguous upland. s 2-3.6 Number of Buildings Allowed Per Lot: ' 1) Residential Districts : Unless otherwise specifically F, provided for herein, within residential districts, only one principal permitted building shall be located on a single lot. � j. k 2) All Other Districts : In' all other districts, any number of , s buildings may be located on a single lot provided, however, that all regulations for the district in which such buildings are located are complied with, including percentage lot p flr coverage if applicable. 2-3.7� Setbacks from Wetlands/Great Ponds: In addition to the setbacks established hereinafter, the following shall also apply: R 1) A11=construction with the excepti°on-—of-e'Fevated�stairways; _. - - - decks; driveways;=fences nd-ater dependent-structures--such as piers and marina �faci-lit eF:E-shall be-s°et8::bAckZa- in mum OV 7thirty fiy (35,)_feet from wetlands. -� -- _ OVAMW d u 10 fir 2) All construction shall be set back a minimum of fifty (50)except i in feet from ialmean districtsater all�bu ld rigsn any aexcept--boathou es-tha'l- resident bbeset'�back-a',wrriinimum-of f=fifty '(50) feet f-rom mean-hig��water o many great 2-3.8 In any residential district a one (1) family dwelling and its accessory buildings may be erected on any lot which complies with the applicable provisions of Chapter 40A of the General Laws . 2-3.9 Gross Floor Area Requirements: Gross Floor Area shall be used in all determinations related to this Ordinance. (Added 10/7/93 - Item 94-016 by T. Council vote) 7 { s s f 6 t i T 1 � 4 4 i i i r. t 10/7/2005 7:58 AM 5.08: Modifications to NFPA-54, Chapter 10 (1)Revise NFPA-54 section 10.5.4.2 by adding a second exception as follows: Existing chimneys shall be permitted to have their use continued when a gas conversion burner is installed, and shall be equipped with a manually reset device that will automatically shut off the gas to the burner in the event of a sustained back-draft. (2)Revise 10.8.3 by adding the following additional requirements: (a) For all side wall horizontally vented gas fueled equipment installed in every dwelling,building or structure used in whole or in part for residential purposes and where the side wall exhaust vent termination is less than seven(7) feet above grade, the following requirements shall be satisfied: 1. If there is no carbon monoxide detector with an alarm already installed in compliance with the most current edition of NFPA 720,NFPA 70 and the Massachusetts State Building Code in the residential unit served by the side wall horizontally vented gas fueled equipment, a battery operated carbon monoxide detector with an alarm shall be installed in compliance with the most current edition of NFPA 720,NFPA 70 and the Massachusetts State Building Code. 2.. In addition to the above requirements, if there is not one already present, a carbon monoxide detector with an alarm and a battery back-up shall be installed and located in accordance with the installation requirements supplied with the detector on the floor level where the gas equipment is installed. The carbon monoxide detector with an alarm shall comply with 527 CMR,ANSI/UL 2034 Standards or CSA 6.19 and the most current edition of NFPA 720. In the event that the requirements of this subdivision can not be met at the time of the completion of the installation of the equipment,the installer shall have a period of thirty (30) days to comply with this requirement; provided,however,that during said thirty (30) day period, a battery operated carbon monoxide detector with an alarm shall be installed in compliance with the most current edition of NFPA 720,NFPA 70 and the Massachusetts State Building Code. In the event that the side wall horizontally vented gas fueled equipment is installed in a crawl space or an attic,the carbon monoxide detector may be installed on the next adjacent habitable floor level. Such detector may be a battery operated carbon monoxide detector with an alarm and shall be installed in compliance in compliance with the most current edition of NFPA 720,NFPA 70 and the Massachusetts State Building Code. 31,-A metal or plastic identification plate shall be permanently mounted to the exterior of the building at a minimum height of eight(8) feet above grade directly in line with the exhaust vent terminal for the horizontally vented gas fueled heating appliance or equipment. The sign shall read, in print size no less than one-half(1/2) inch in size, "GAS VENT DIRECTLY BELOW. KEEP CLEAR OF ALL OBSTRUCTIONS". Page 1 of 2 10/7/2005 7:58 AM 4. A final inspection by the state or local gas inspector of the side wall horizontally vented equipment shall not be performed until proof is provided that the state or local electrical inspector having jurisdiction has granted a permit for installation of carbon monoxide detectors and alarms as required above. (b)EXEMPTIONS: The following equipment is exempt from 248 CMR 5.08(2)(a)1 through 4: 1. The equipment listed in Chapter 10 entitled"Equipment Not Required To Be Vented" in the most current edition of NFPA 54 as adopted by the Board; and 2. Product Approved side wall horizontally vented gas fueled equipment installed in a room or structure separate from the dwelling,building or structure used in whole or in part for residential purposes. (c) When the manufacturer of Product Approved side wall horizontally vented gas equipment provides a venting system design or venting system components with the equipment,the instructions for installation of the equipment and the venting system shall include: 1. A complete parts list for the venting system design or venting system; and 2. Detailed instructions for the installation of the venting system design or the venting system components. (d) When the manufacturer of a Product Approved side wall horizontally vented gas fueled equipment does not provide the parts for venting the flue gases,but identifies "special venting systems",the following shall be satisfied: 1. The referenced"special venting system"instructions shall be included with the appliance or equipment installation instructions; and 2. The"special venting systems"shall be Product Approved by the Board, and the instructions for that system shall include a parts list and detailed installation instructions. (e)A copy of all installation instructions for all Product Approved side wall horizontally vented gas fueled equipment, all venting instructions, all parts lists for venting instructions, and/or all venting design instructions shall remain with the appliance or equipment at the completion of the installation. (3)After NFPA-54 section 10.10.4.2 add a new section 10.10.4.3 as follows: When more than four gas appliances are to be vented through a common gas vent or common horizontal vent manifold, a plan of the proposed vent installation shall be submitted to the Inspector and the serving gas supplier for review and approval. Page 2 of 2 TOWN OF BARNSTABLE Building Department - Foundation Permit Date 2 � 2 D C Permit # 9'n I Name 1:� Location 3 sp. of Bldgs. '' e A7 I i D VV\2 e-I-'- d l �-�V Q Vl C-P�- A l RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE , New Buildings $100.00 . Residential Addition $50.00 - Alterations/Renovations $50.00 - Building Permit Amendment $25.0..0 . FEE VALUE WORKSMET NEtiY LIMG,SPACE square feet x$96/sq.foot o 4 x.0041= 7 • a Plus fromeow k1iaPp - Sa -t ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus frombelow(if applicable) GARAGES(attached&detached) square feet x$32/sq.fL= x.0041= ACCESSORY STRUCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 of 100.00 >1500 sf-Sam-ss new building permit: square feet x S96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch __x$30.00 a • . (number) 1 Deck x$30.00= • (number - FirepIace/Chlumey x$25.00= • (number) Inground StivimmingPool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 _ (plus above if applicable) permit 'ee 2 Pnicost RESIDENTIAL BUILDING PERMIT FEES AP ACATION FEE , New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot=y U I $S x.0041a plus from below(if applicable) ALTERATIONS/RENOVATIONS OF ERIStWG SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) �Lj s square feet x$32/sq.ft.= / D D ACCESSORY STRUCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 T >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) _x$30.00= U Deck (number) Fireplace/Chimney x$25.00= (number) Inground swimming Pool $60.00 Above Ground Swimming Pool $25.00 RelocationiMoving $150.00 k (plus above if applicable) permit Fee . Projcost Rev:063004 I I A , 2.�r l ` ( l Lp c, 1 W 0. 2% vG� � RESIDENTIAL BUILDING PERMT FEES APPLICATION FEE New Buildings $100.00 0(7 oy Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment .$25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 3i4l Z. square feet x$96/sq.foot 42 33'L3--x.0041= 13 -7 Lf • yS plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES attached&detached) square feet x$32/sq.ft.= g lo` x.0041= S( > I ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf .$35,.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= 3•'7�,09 b STAND ALONE PERMITS Open Porch x$30.00= (number). Deck x$30.00 (number) Fireplace/Chimney x$25.00= 2 ' p (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee r PProjcost 6 0' n....A42AAA NOV-18-05 08 :58 AM HUMAMCHUGH ) K. SIRHAL 508 420 8340 P. 03 KOSCMV UK kmBeemBn#ine 4.31m Slrhal SO MeledrdeDetebw 398 36 Broken Dike 10-26, 32;SS Centerville MA 1 of 1 Member Data Description: Member Type:Beam Application;Floor Standard toad: Lateral Bracing:Continuous Live Load: 4Q PLF Moisture Condition:Dry Building Code:SBC 2 Dead Load: 10 PLF Deflection Criteria: U360 live,U240 total DOD: Load Deck Connection:Nailed Member Weight: 40.0 PLF Filename;KYB1 Non-standard Loads Type Trlb, Live Dead (Deacripgon) Begin End Width Start End Start End DOL Replacement Uniform(PLF) 0' 0.00" 51' 0.00" 720 216 100% [Additional Uniform(PLF) 0' 0.00" 51, 0.00" 720 216 100% Additional Uniform PLF 12' 6,001, 51, 0.00" 720 216 100% 12 e 0 12 6 0 16 6 0 e 6 0 51 0 0 Bearings and Reactions Input Minimum Worst Case Location T e Length Length Total — 100% Dead Total 1 0'0.00" Wall 3.50" NIA 91669 6381# 2289# 10629# 2 12'3,38" Well 3.50" N/A 30113# 26775# 7355# 34130# 3 24'9.38" Wall 3,50" N/A 43406# 36630# 104749 46103# 4 4113,3811 Wall 3,50" NIA 42526# 34072# 10278# 44347# 5 50'615" Wall 3.50" N/A 72980 95751E 1763# 11337# Design spans 12'3.36" 121.0011 18'8.00" Product:W 8 x 40(36kal) Design assumes continuous lateral bracing. AI owable Stress Design Actual Allowable Capacity Location Loading Positive Moment 49J6'k# 70,29'k# 70% 33.03' Odd Spans 1pp9�o Negative Moment 62.86'k# 70.29'k# 89% 24,78' Adjacent 2100% Shear 24.60k# 42,77k# 67% 24.78' Adjacent 2100% LL Deflection 0.3830" 0,5500" U517 33.03' Odd Spans 100% TL Deflection 0,4668" 0,6250" U424 33.03' Odd Spans 100% Control; Negativo Moment Ail V WV0 nemee ero tr.demoyn of their respective ovmere. CopYll°hl(01969-21M4 OY K►Ymerk Enlemriaee,LLC,ALL RiOHTa REBERVED. KeyBeam®4.3117 Sirhal I1-7-OS kmBeamEngine 4.31 m Materials Datab&e 398 36 Broken Dike 4:23pm Centerville,MA 1 of 1 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing:Continuous $ Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 19.0 PLF DOL: 100% Filename : KYB1 Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(PLF) 0' 0.00" 13' 0.00" 0 80 100% Additional Uniform(PLF) 0' 0.00" 13' 0.00" 360 108 100% Additional Uniform (PLF) 0' 0.00" 13' 0.00" 388 233 100% Additional Uniform PLF 0' 0.00" 13' 0.00" 390 130 100% Tl 13 0 0 13 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Length Length Total 100% Dead Total 1 0'0.00" Wall N/A N/A 11227# 7480# 3747# 11227# 2 13'1.75" Wall N/A N/A 11227# 7480# 3747# 11227# Design spans 13' Product:W 12 x 19(36ksi) Design assumes continuous lateral bracing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 36.90'k# 42.17'k# 87% 6.57' Total load 100% Shear 11.23k# 41.15k# 27% 0' Total load 100% LL Deflection 0.2028" 0.4382" U777 6.57' Total load 100% TL Deflection .0.3044" 0.6573" L/518 6.57' Total load 100% Control: Positive Moment -, All product names are trademarks of their respective owners Dave McLean Falmouth Lumber Copyright(C)1989-2005 by Keymark Enterprises,I.I.C. 670 Teaticket HighwayC.ALL RIGHTS RESERVED. East Falmouth,MA 02536 $Ylka¢rsric- FIRST FLOOR FRONT FLUSH BEAM 1 TJ-Beam®6.20 Serial Nu Number: "� 3 PCs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL User.1 11/7/2005 4:01:16 PM Page Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0; ,0 b- 13' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:15'6" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical•.Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.40" 4030 1 1321/0/5351 Al:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam(D LVL 2 Stud wall 3.50" 2.40 4030/1321 /0/5351 Al:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 5214 -4296 11845 Passed(36%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 16510 16510 26772 Passed(62%) MID Span 1 under Floor loading Live Load Defl(in) 0.282 0.317 Passed(L/539) MID Span 1 under Floor loading Total Load Defl(in) 6.375 0.633 Passed(L/406) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/480,TL:L/240). .-Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for-Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Sirhal David McLean 36 Broken Dike Falmouth Lumber Centerville,MA 670 Teaticket Highway East Falmouth,MA 02536 Phone:508-548-6868 Fax :508-457-0649 dmcl@aol.com Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. �T Second Floor Rear Beam Q. 1 TJ-Beam®6.20SerialNu ber:7 006015826 3 PCs of 1 3/4" x 11 1/4" 1.9E Microllam@ LVL User:1 Paget EngineV son'szo 6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0112 Roof Slop'eo/12 ®p ,2❑ b 13` 1 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:15'6" Primary Load Group-Snow(psf):2.5.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 80.0 0 To 13' Adds To Uniform(plf) Floor(1.00) 360.0 108.0 0 To 13' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50". 3.45" 4859/2839/0/7698 . L1:Blocking 1 Ply 1 3/4"x 11 1/4"1.9E Microllam®LVL . 2 Stud wall 3.50" 3.45" 4859/2839/0/7698 L1:Blocking 1 Ply 1 3/4"x 11 1/4"1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 7501 -6242 12905 Passed(48%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 23752 23752 27837 Passed(85%) MID Span 1 under Snow loading Live Load Defl(in) 0.397 0.422 Passed(U383) MID Span 1 under Snow loading Total Load Defl(in) 0.628 0.633 Passed(U242) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges,(top and bottom)must be braced at 9'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY!. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for.multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Sirhal David McLean 36 Broken Dike Falmouth Lumber Centerville,MA 670 Teaticket Highway East Falmouth,MA 02536 Phone:508-548-6868 Fax :508-457-0649 davem@falmouthlumber.com Copyright O 2005 by Trus Joist, a Weyerhaeuser Business Microllam0 is a registered trademark of Trus Joist. - Header TJ-Beam®6.20SerialNumber: 826`� 2 PCs of 1 3/4" x 11 1/4" 1.9E Microllam@ LVLUser: 6 Page Engine THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.20.16 CONTROLS FOR THE APPLICATION AND LOADS LISTED RIM b 69 6" Product Diagram is ConceptttM. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 6246 2096 3'3" From Steel Beam Above SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50 2.94 3253/1122/0/4375 Al:Blocking 1 Ply 1 3/4"x 11 1/4"1.9E Microllam®LVL 2 Stud wall 3.50" 2.94" 3253/1122/0/4375 Al:Blocking 1 Ply 1 3/4"x 11 1/4"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4365 -4298 7481 Passed(57%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 13159 13159 16137 Passed(82%) MID Span 1 under Floor loading Live Load Defl(in) 0.099 0.154 Passed(L/750) MID Span 1 under Floor loading Total Load Defl(in) 0.132 0.308 Passed(U559) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY!. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Sirhal David McLean 36 Broken.Dike Falmouth Lumber Centerville,MA 670 Teaticket Highway East Falmouth,MA 02536 Phone:508-548-6868 Fax :508-457-0649 davem@falmouthlumber.com Copyright O 2005 by Trus Joist, a Weyerhaeuser Business - Microllam® is a registered trademark of Trus Joist. - �PAr� �ju FIRST FLOOR HEADER & " `''�` '"`� TJ-Beam®6.20 Serial Number.700601582015826 3 PCs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL .1 -User.,1 11/18/2005 10:13:07 AM 1 Pagel Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension 12' a a. FIF31 I Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 18' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 720.0 216.0 0 To 12' Adds To Uniform(plf) Floor(1.00) 360.0 180.0 0 To 12' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.72" 3467/364/-2056/3831 Al:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL 2 Stud wall 3.50" 8.77" 14524/5049/0/19573 133 None 3 Stud wall 3.50" 3.70" 6167/2096/0/8262 Al:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking,I33 -Bearing length requirement exceeds input at support(s)2,3.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 11283 9008 9476 Passed(95%) U.end Span 2 under Floor loading Moment(Ft-Lbs) -13957 -13957 17662 Passed(79%) Bearing 2 under Floor loading Live Load Defl(in) 0.152 0.196 Passed(U619) MID Span 2 under Floor ALTERNATE span loading Total Load Defl(in) 0.201 0.392 Passed(U468) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Uplift exceeds 1000 Ibs for unbalanced load. -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: Sirhal David McLean 36 Broken Dike Falmouth Lumber Centerville,MA 670 Teaticket Highway East Falmouth,MA 02536 Phone:508-548-6868 Fax :508-457-0649 davem@falmouthlumber.com Copyright 2005 by Trus Joist, a Weyerhaeuser Business - - Microllam8 is a registered trademark of Trus Joist. C:\Documents and Settings\Matthew Metell\Desktop\Calcs\Sirhal-First Floor Header.sms DECK SUPPORT BEAM 2/2X8 SOUTHERN YELLOW PINE/PT 0AT"A'r—Busincss 'forslectiorr of de&24 6"'x,-r Ti-Beaqa 6.20 serial Number.7003015817 AA User.i, MR672005 TT-WA13 AM 2 Pts of 1 1121 x 7-IM"1 SE'Solid Saw III Southem - ' Pa e 1 Engine Version:6.20.16 THIS PRODUCT MEETS OR EX EEDS THE SET DESIGN CONTROLS FOR THE APPUCATION AIND WADS USTE Overall Dimension:24' lJ 1e1 ' 01 4� 4?r�1�t Idiagr:�is��al.. LOADS Analysis is far a.Drop Beam Member- Tributary.Load Widtb 3'6" Primary Load Group-Residential-Exterior Balconies(psf):60.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input' Bearing Vertical Reactions_(Ibs). Detail Other Width Length. Live/Dead/Uplift/Total 't wood-toilurm 3:5T 150'' 77641-456f t4M By-o en--s '"Mm- 2 Wood column 3.50 1.50" . 1991/415/0/2406 By Others Done 3 Wood column 3.50" 1.50" 1991 1415/A/2406 By Others None 4 Wood column aWl 1 Llyl 77651 1 56-1 QJ 933 B....Otmrs None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):By Others DESIGN CONTROLS: Shear(lbs) 1242 1049 1305 Passed(80%) Lt.end Span 3 under Floor ADJACENT span loading Moment(Ft-Lbs) -.1827 -1827 2628 Passed(7D%) Bearing 3 under Boor ADJACENTspan Joadmg Live Load.Defl(m) 0-089. 0261 Passed.(11999+). MID Span 3 under FloorALTERNATE.span loading; Total Load Defl(in) 0.103 0.392 Passed(U913) MID Span 3 under Floor ALTERNATE span loading Deflection Criteria:STANDARD(LL:L/36Q,TL:U240-). -Bracing(Lu):All compression edges(top and bottom)must be braced at T 10"o/c unless detailed otherwise. Proper attachment and positioning of faterarbracing'is required'to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. . -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -The load=iditioras=sidereci in.tbis design.analysis include.alternate anda4wRatmeag"patfem,bading,. ADDITIONAL NOTES:, -tMPQRTANT! The analysis presented is output from-software developed by Trus Joist(Td). TJ warrants the sizing of its products by.this software will be accomplished in accordance with TJ product design criteria and code accepted design values.-The specific product application,input design loads, ,-wA stakxLdmua L%aac.have .,pmwded:by:.3tae.w%uam user_ TbisQutpitdaas,Wit:been cemmwed tay_a.TJ AsswAate_: -Not all,products are readily available..Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solejypresented for comparison.purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of cads - . Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. -Note:-See TJ SPECIFIER'S/BUILDER'S-GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: SIRHAL RESIDENCE THOMA$BROWN FALMOUTH LUMBER E 70`TEATI•C1tEl'1iV1117: EAST FALMOUTH,MA 02536 -Phone:1-W&548--6868 Fax 1:508-45.7-flfi49 TOM BROWN@FALMOUTH LUMBER.COM Copyright 02005 by Trus Joist, a Weyerhaeuser Business ,1 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A I m / �(' :C�-Jj IL DATA t� DECK SUPPORT BEAM (3/2xl0 SOUTHERN YELLOW PINE/PT) �AVCEyerh"aeuscr susinas fm set icn-of deck"'f0`6"-x 1116", TJ-Beam®6.20 Serial Number:7003015817 User.1 1.0726120051 TIR.26 AM J Pts o`f't1t2r x 9 1W 1.6-E Solid n Sar el'n 'Pine#2 Page 1 Engine Version:6.20.16 TMI PRODUCT 1VC-M OR EXCEEDS THE SET DESIGN CON7RMS FM Tif E A IC&Ti 'AM-LOADS LAST Eli g. Product Diagram is Conceptual., LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:.5'9" > d -1 side BWcw,ws ff %:tive.n&%4urAm;12:10ead- SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other rdttr tvffg r LMV?De_jdRyPT1WTVW 1 Wood column 3.50" 1.50" 1811/419/0/2230 By Others None 2 Wood column 3.50" 1.50" 1811 /419/0/2230 By Others None -See TJ SPECIFIER`S/BUILDERS GUIDE for detail(s):By Others DE-SIGNtCONTROLS: Maximilam Desig;a Control Coaatroi Locatiota. Shear(Ibs) 2159 -1779 2498 Passed(71%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 5488 5488 6457 Passed(85%) MID Span 1 under Floor loading Live Load Defl(in) 0.175 0.339 Passed(U699) MID Span 1 under Floor loading Totafloadl-Deffin) t 2l r 'U5W Passetf41567) WO-'Sparr"l•urid'erFi'oortbad'rng -Deflection-Criteria:STANDARD(LL:U36Q TLU240). -Allowable moment was increased for repetitive member usage. -Bracing(L-t#:All comjNess;ow s znd 1 e�attaat rie €arrd-p rrnirKj—a" bracing is required to achieve member stability t -The allowable shear stress(Fv)has not been in9 i See NDS for applicability of increase. -Analysis assumes continuous member. Lapjoin ierformance and have not been considered. ADDITIONAL NOTES: ; .,�� { o 4MPQRTANT! The analysis-presented.is-output 'the sizing of its products by.this software will be accomplished in accordance with TJ product c ecific product application,input design loads, aPA statedd�hamebempmmkledby,tdai, j/ a 407WPt1T Wssaciate -Not all products are readily available. Check witf, availability. -Solid sawn lumber analysis is in accordance with, rant risonpurposes. Program limitations and assumptions about this analysis are available thro the analysis nor the performance of I �r� -Allowable Stress Design methodology was used 1 Oaterial listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDE �fjFAJ) � ' � WE s PROJECT INFORMATION: ATI N: SIRHAL RESIDENCE FALMOUTH LUMBER 670-TEATICKET TiM. EAST FALMOUTH,MA 02536 Phone:1-508-546 6668 Fax -1-50&457-2649, TOM BROWN@FALMOUTH LUMBER.COM Copyright 0 2005 by Trus Joist, a Weyerhaeuser.Business - - WWDeck Beam p TJ-Beam®6.20SerialNumber:'70060 r5826� 3 PCs of 1 1/2" x 91/4" 1.7E Solid Sawn Southern Pine #1 t User:1 11/3/20051:56:30 PM Pagel Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Ell Product Diagram is Cor►ceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:5' Primary Load Group-Residential-Exterior Balconies(psf):60.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftfTotal 1 Wood column 3.50" 1.50" 1900/448/0/2348 By Others None 2 Wood column 3.50" 1.50 1900/448/0/2348 By Others None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2287 -1954 2498 Passed(78%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 7050 7050 7995 Passed(88%) MID Span 1 under Floor loading Live Load Defl(in) 0.310 0.308 Passed(U478) MID Span 1 under Floor loading Total Load Defl(in) 0.383 0.617 Passed(U387) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. -Note:See TJ SPECIFIER'S/BUILDER'S,GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Sirhal David McLean 36 Broken Dike Falmouth Lumber Centerville,MA 670 Teaticket Highway East Falmouth,MA 02536 Phone:508-548-6868 Fax :508-457-0649 dmcl@aol.com Copyright 0 2005 by Trus Joist, a Weyerhaeuser Business KeyBeam®4,31f Sirhal 11-16-05 kmBeanjEngine 4.31 m Materials Database 398 36 Broken Dike 2:01pm Centerville,MA 1 of 1 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing:Continuous 2 p� Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 22.0 PLF DOL: 100% Filename: KYB1 Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End. DOL Replacement Uniform PLF 0' 0.00" 20' 0.00" 620 186 100% 2000 20 00 Bearings and Reactions Input Minimum Worst Case Location Type Length Length Total 100% Dead Total 1 0'0.00" Wall N/A N/A 8341# 6246# 2096# 8341# 2 20'1.75" Wall N/A N/A 8341# 6246# 2096# 8341# Design spans 20'1.75" Product:W 10 x 22(36ksi) Design assumes continuous lateral bracing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 42.01'k# 45.94'k# 91% 10.07' Total load 100% Shear 8.34k# 35.15k# 23% 0' Total load 100% LL Deflection 0.6715" 0.6715" U360 10.07' Total load 100% TL Deflection 0.8968" 1.0073" U269 10.07' Total load 100% Control: LL Deflection All product names are trademarks of their respective owners 'S Copyright(C)1999.2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. ar - p �T� SECOND FLOOR HEADER ® 2 b TJ-Beam®6.20 Serial Number 700 0 5826 `� 2 PCs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL User.1 11/181200510:06:37 AM Pagel Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:9'6 ® ❑ IT Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 18' Primary Load Group-Residential-Living Areas(psf):40.0.Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.53" 17611518/0/2279 Al:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL 2 Stud wall 3.50" 3.72" 4216/1319/0/5534 B3 None 3 Stud wall 3.50" 1.50" 1356/302/-88/1658 Al:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking,63 -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -3023 -2137 6318 Passed(34%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) -2681 -2681 11775 Passed(23%) Bearing 2 under Floor loading Live Load Defl(in) 0.025 0.133 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.031 . 0.267 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES- -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Sirhal David McLean 36 Broken Dike Falmouth Lumber Centerville,MA 670 Teaticket Highway East Falmouth,MA 02536 Phone:508-548-6868 Fax :508-457-0649 davem@falmouthiumber.com Copyright ©2005 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. C:\Documents and Settings\Matthew Mete ll\Desktop\Calcs\Sirhal-sencd floor header.sms 12/19/2005 10:13 5084570649 FALMOUTH LUMBER INC PAGE 01/02 12-19-05 KeyBamdb 4.31E SIRilhLRf.51.DENCE 1010mm kmHe8mjRn3ine471m 36311010EN DIKE WAY 1 of 1 Mtrtcr;elx DafnOsae ass COTUIT,VIA _ Member Data Application;l=I= Description: Member Type: Beam Lateral Bracing: Continuous Building Code;ISC IRC Standard Load: Moisture Condition: Dry 9 Live Load; 40 PLF Deflection Criteria: U360 live,L/240 total Dead Load': 10 PLF Deck Connection:Mailed Member Weigflt; 3J.0 PLF bOL: 100% Filename: KYB'I Edon-standard Loads Type Trib. Live Dead QDeacriptiony Begin End Width Start End Start End DC3L Replacement Uniform PLF 0' 0.00" 25' 0.00" 460 13B 100% 2600 2600 Bearings and reactions Input Minimum Worst 0ase _ Location Type LangthLength Total 10014 Dead_ Total 1 0 ().MI. Wall WA NIA 800" 57= 2226# 800" w 2 25'1.76' Wall NIA N/A 8009# 5780 22260 80099 Design spans 2811.761 �ProcRret:Yit 10 x 39(36kSQ Design assumes continuous lateral bracing. klowable Stress Design Actual Allowable capacity Location Loading Positive Moment 50.35'k# 83.36k# 80% 12.67' Total load 100% $hear 8.01k# 45.00k# 17% 0' Total load 100% LL Defleetbon 0.6827" 0.6382" U441 12.57' Total load 100% TL Deflection 0.9455' 1,2573' U319. 12.5T Total bad 100% Control: LL Dof*dcn rC4- Au pmdual nam"+na mramnatu of lndr m*mcwa owners —�•-- OoolntpM(('1,tAeO.2005 try KeYmMW EMaprlaos,LIG.All RIOMB REeEpV5G. rA,wosur� 12119/2005 10:13 5084570649 FALMOUTH LUMBER ?NC PAGE 02/02 -05 SIRtiAL RI-SI 10tl�il.DENCE 1 :I5 KryB"nrlt�4,3if am :SaFS! kmEeBmHngina 4.41 36 BROKEN DIKE WAY Material's DwFitme 3". CQTUT.T,MA t of.I Member Data AppFmtron_ � FJesoi'iptlolt; t�herr,hgf Type:Beam Lateral bracing' Continuous Standard Load: Moisture Condition: Dry Building Code. IBC I IRC Live Load' 40 PLF Deflection Criteria: U360 live,U240 total Dead'Load. 10 PLF Deck Connection: Nailed Member Weight: 26.0 PLF DCL; 100% Filename: KYB1Non-standard Loads 7rib. _aee Dead DOL (Description) Begin End Width Start End Start End 100% Re iac ement Uniform(PLFt 0' 0,00" 25' 0,00" 460 138 250 0 25 4 0 Bearings and Reactions Input Minimum Worst Cage __ Location Type Length Length Total 100% Dead Total_ 1 0'0.00" Wall NIA NIA 7846# 5784# 2062# 7840# 2 25'1.75" Wall NIA NIA 7848# 57W 20M 78464 Design spans 25'i.75" Product W 12 x 26 O ttsi) 9e9ign assumes oOntlnuvus lateral bracing. A110Wabie stress Design Actual Allowable Capacity Location Loading � Positive Moment 49.32'k# 60.12'k# 82% 12.574 Total load 1005 Shear 7,860 40.470 19% D' Total load 100% LL Deflection 0,6995" 0.8382" 1-1431 12.57' Total load 100% TL Detection 0.9489" 1,2573" L/318 12.57' Total load 100% cantrcl: LL Deflection f6 !a C,k J All pmquQ pn+"iL�ro IrOtlemaR.a gfrhnlr ro7pbatlw mneti Mom__ C M fthl(n)I999-2MI by K"M Y..EnlotfA SM LL:,A6L RIGHTS RESERVED, KeysearrrO 4.31f Sirhal 12-16-05 r Aateiais Database 398 36 Broken Dike 9:10am Centerville,MA 1 of I Member Data Description: Member Type: Beam Application: Floor z Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 40.0 PLF DOL: 100% Filename: Sirhal main Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform (PLF) 0' 0.00" 13' 0.00" 620 186 100% Additional Uniform(PLF) 13' 0.00" 28' 0.00" 720 216 100% Additional Uniform(PLF) 28' 0.00" 38' 0.00" 800 480 100% Additional Uniform(PLF) 38' 0.00" 51' 0.00" 720 216 100% Additional Uniform(PLF) 0' 0.00" 13' 0.00" 620 186 100% Additional Uniform(PLF) 13' 0.00" 28' 0.00" 720 216 100% Additional Uniform (PLF) 28' 0.00" 38' 0.00" 800 480 100% Additional Uniform (PLF) 38' 0.00" 51' 0.00" 720 216 100% Additional Uniform PLF 13' 0.00" 51' 0.00" 720 216 100% 17 0 0 8 0 0 16 6 0 9 6 0 51 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Length Length Total 100% Dead Total 1 0'0.00" Wall 3.50" N/A 11897# 9203# 3011# 12214# 2 16'9.38" Wall 3.50" N/A 30681# 30469# 6702# 37171# 3 24'9.38" Wall 3.50" N/A 40080# 34687# 12282# 46969# 4 41'3.38" Wall 3.50" N/A 48713# 35407# 13943# 49350# 5 50'6.75" Wall 3.50" N/A 6116# 9369# 981# 10349# Design spans 16'9.38" 810.001, 16'6.00" 9'3.38" Product:W 8 x 40(36ksi) Design assumes continuous lateral bracing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 61.02'k# 70.29'k# 86% 33.03' Odd Spans 100% Negative Moment 69.84'k#. 70.29'k# 99% 41.28' Adjacent 3 100% Shear 28.05k# 42.77k# 65% 24.78' Adjacent 2 100% LL Deflection 0.3981" 0.5500" U497 33.03' Odd Spans 100% TL Deflection 0.5664" 0.8250" U349 33.03' Odd Spans 100% Control: Negative Moment All product names are trademarks of their respective owners Copyright(C)l989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. ercreaeerses,rac F:ISDSKPROAC150001C156811CI5681.dwg Feb 01,2006-11:52am PLAN REFERENCES: ASSESSORS MAP 227 PARCEL 80 w PLAN BOOK: 239 PAGE. 131 1 4 4 OP ASSESSORS MAP 228 PARCEL 171 _ 0 x S 104 BENCHMARK: RMIS ?6��3' F MAG NAIL IN PAVEMENT -50 TOP OF FOUNDATION ELEV. = 7.82 NGVD , V ELEV. = 23.92 �M-NEE, gqg. FOUNDAM z Vag �1.9 TOP OF FOUNDATION ' ELEV = 19.41 CO O G Lp 9 Q �Srq( �.0- nor s PER BARNSTABLE WE�`N� ASSESSORS MAP 227 PARCEL 80 R=20.00'y L= 19:73' ASSESSORS MAP 227 S 78•q.4'40 370.00 PARCEL 81 ASSESSORS MAP 227 PLAN PARCEL 82 SCALE: 1'= 50' HEREBY CERTIFY THAT THE .. HEREON IS LOCATED AS IT ONM ' IK ' D. A. , Y � DATE i a 6 PLS or r :NBY MAP Coastal Engineering Co.,Inc. c 2006 DRAW �qH NMI���� NBY . PASTAL PLOT PLAN OF LAND SHEETN OJECT NO. C1S681.04 NGINEERING FOR SCALE OWANY,INC. HUMAM K. SIRHAL SK -1 1 =50' 260 Cranberry Hwy.Orleans,MA 02653 36 BROKEN DATE ;08.255.6511 Fax:508.255.6700 DIKE WAY BARNSTABLE, MA 2-1-06 TOWN-OF ABLE PERmi W GRANTED, EXPIRES 12/9/05 PARS k, ID 227 0801, r GEQBAS- ID" 13787 ADpRESS; 3$ BROEEN DIKE GRAY CT$RU I LLE < . K R ZONE LOT 9y BLaCX .. LOT S Zfi �7Bk DEVELQPMENT RICT .CQ PEfiIT: - E32'185 DESCRIPTION SING 'AM D6iE ' W TT E W/UNFIAI STOR AB'. PETIT TYPE BUILD TITLE N:EW .RESIDEN AL G MIT ©RSA PROP,ERTY 0-WNER D� Prfi�,�����'� �;f o I° ARCHITECTS PERMIT EXTEAISION. GRANTED ear IIlent 0,. x TQTLL FEES 9 r, 'tiS CeS CQNSTRUCTION COSTS $372'-096 00 Q y ..k..a +"$�SS.:�..a„ ._„a...+..;z%tdw �.av: �.^,r ". .�3�Si:.ti3::.a�.9'r'G .�,iS.iii�e��i�.3,t. 'AdR*7�;i� 5c"�G.' i9 �3:.t�'-,�:s w�s�...ry.,•.a«:�,rW srt. BARri �ABIhE, a�`..- A' .�.s s-a.d -s - •ww�v�l d�u ,asaS�rit�+ra+r� /�cp2y��'".:i"Y'�bua�� �wxw: k+e rvs�z.w r? m u ma a .Nt,e cw�a.t., a•d -n4 r+ - �`i¢a:y +.r ¢ems ri stJF ....... .. 7''tg:,s'v., �'� ;�e��S c c>,✓�S �rFp��C1�A tK74, Mmv< -47 �:..''��rr.:ce.adt+�,c....r6,.n-..+r e., SION Y - ...v:�' a. s;..T�17r'-..r��.d Ca4t f r'� ✓'#.'�^ z, .a1+ru'C a v A ,, �is'3':v �,,. `.�`^ uw � DATR 22 � �'00XPiRATION'.DA : v n0-r I 79 Kr Per r mc C.rl CD rn ` Ytl Nl� n C av�sir c r.,, 36/ �nv� Iwv A Z11" RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 100 00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 3Wa ZL square feet x$96/sq.foot 4 3 x.0041= 3 7 • �S plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES attached&detached) square feet x$32/sq.ft. l522 ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf .$35..00, >500 sf 750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= r37%01 b� STAND ALONE PERMITS Open Porch x$30.00= (number) Deck �2— x$30.00= 60 ,0 u (number) Fireplace/Chimney x$25.00= ' (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 22'1 Parcel 0 en Permit# 91 t 6 5' Health Division = 3 - 3 2yto4 Lt 43 Date Issued 12-11 ley yConservation Division Iroo, / � 1Qw 1 a I-_�34 Z LY 0 Tax Collector 1 Application Fee Na 1/9/03 Ly Ca � ��� Permit Fee e ulku Treasurer 0 SEPTIC SYSTEM MUST BE Planning Dept. C� INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Planning Bo rd , /_)- 7�V/ t2 ENVIRONMENTAL CODE AND /, 4-2-/,a_ TOWN REGULATIONS Historic-OKH Preservationgiyannis 2. Project Street Address 36 ken Village Ug Owner j lne_ N;c^o(-r s Zeua-4-s-14•e 199Z -Trwr.1- Address 10 M% a)r.v,, 1-7-7 Telephone � 0$� 65S_,362S_ Permit Request A --(�r Square feet: 1st floor: existing proposed T S 2nd floor: existing pr pos 2 To ew Zoning District Flood Plain Groundwater er y Project Valuation S�5 2 3 2 Construction Type Lot Size 1.6 acres Grandfathered: E(es ❑ If yes, a h supporting docum tation. Dwelling Type: Single Family 3 Two Family ❑ M . #units) Age of Existing Structure n Historic Ho se: ❑Ye o On 01 ing's Highway: ❑ �s Basement Type: 2rFull ❑Crawl ❑W out ❑Ot er Basement Finished Area(sq.ft.) Basement Unfinis d Area(sq.t) Zo 6 Number of Baths: Full: existing new 3 Half: exi ting new Number of Bedrooms: existing new y' Total Room Count(not inc ' g baths): existing new rst Floor Roo ount Heat Type and Fuel: ❑Gas Oi ❑ Electric Other Central Air: ❑Yes ❑No Fireplaces: isting Existing wood/coal stove: ❑Yes AO Detached garage:❑existing ❑new size Pool: existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing C"new size s-76 S existing ❑new size Other: ZK x 2Af Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes dNo If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION e ' Name Ccureno,Q Sand Telephone Number 3L �. N Address License# r- S n 1-7-7 Home Improvement Contractor# Worker's Compensation# w { ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO "' M SIGNATURE DATE FOR OFFICIAL USE ONLY _ I ,:PERMIT NO. DATE'ISSUED s" MAP/PARCEL NO. ADDRESS , VILLAGE OWNER DATE OF INSPECTION: FOUNDATION-' FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH r FINAL'-ro # f• `�.""� GAS: ROUGH FINAL ' FINAL BUILDING �- ��� .n• 1, ' t _ . 1, � r• '� •� � h�`'Qn .s�� DATE CLOSED OUT" r-i < N NO.�ASSOCIATION PLAN III _ The Commonwealth of Massachusetts . department of Industrial Accidents' . 6k Washington Street o ' -'1 Boston,Mass. 02111'. Workers' Com en sation.Insurance Affidavit-General Businesses i _ N�. ��. ..•*•'•• ;:ro tsZ..a.• .y,;e+"+'•fa.NTh•... . '4•' • ' -`- •,., ~amiss§] ���ati�9�L� � •t t " .. .N. x address: G '1 I(, it _ �� p Y►�U�I/ti -1O yhona#State: 2iv:/�l•-7 SOK � (�2 - work site locatiosi fall address): ; (� I am•a sole proprietor and have no one $tininess Type: []Retail[]Re-staurant/BaiBating Establishment working in any capacity. [) Office❑ Safes(mcluding•Real Estate, Autos etc.)' [v]�Other ❑I am an em toyyer with ein Io ees (full& art time), .- //////%// %/%%/%%/////%�%%/%//�/%/%%/G/%/%/%O%%%% : �/G%/%. I am an providing,w.prkers' compensation for my employees working on this job. - ��, •.ii t'••t=ht.1? :,'• •!•: •�`'`P'r�'i:S•'•..' 'ti t:• ,.•' ••.i•�;.a :• •iC�,:: .r•t me. 2I3 +; C0711 1,, .^��^• it' .•61,: '.r., ,jM,: .r:,.:�'.,�,. , ,. ;•''�.% , t .5:. '.�.;...1•:i i•:�• .ar:•�:�•: :ir••• .;}' ' • '{•. .:• .,'a +;:i' •:}=•r S;,,. ,.�. ..f::•fri„{,+,`.:.fir .�'.,.w y.y�' .>.•^ �r..••. :i.:.+::i:Ir �•:=Lt• MTi. ''1.:'S' rp^:.;�'.,.r' �l•r �4:• '.t ':t. 'X'� .�p:•d, �=ti4i•' .. .,i.. .,....i. ^�� '�' �.i 't• i •: oil -%t• ''•..1�+ �4!,''4•p,•• .5`.::n=�' }':•,i'Sa%�'::'k:. OuC. .#'• :.:1.: 'r c• ' ii'•siirarice.ao.:, .:T, �_; ..'' .::',r:.: /•�,. ... . °.•::.'• r .•.... •.,..,. , ,::.:.,:; / _ M• El I am a sole proprietor and have hired the independent contractors listed below who have Ile following workers' .compensation polices: t..�:� :.�. y" �h:ti'r• :r•,.::i! an sr.:.,•:c•.narn 1:,. - :��;•:•' •.1'"�:yt �•,• 1•�r.r+ t.;.bi' t•.:., ... . , '.r •O'' •r'•f• t�,_ 7..w• •'�•„i','••+ .. address:.- • `' 7. Y ✓•; .y•2;. _ i7�•'..•1:�.fM�:4 It• i:�=:7 h..1.' r: .I��. .�:,• •,t. •�t..,p•f.? -` ,r't•fit• .. Cl •` .:�. ^.tiL{;Y.:• =e`).'.: ,.:•;s,� .;s:i.::. h ..r,:i:ri:. .]•Z•�rC: '•,_ �•;••'• . -:�fi'• ;yl. y'�' tfti. .l,.•.i�.•:i';: 2','e '•�i:4'1•:_: .i'. :,;:' ,.,t�•;+' in'sursnce-co. ::::�;_ WIN :,: .1: ��t y'Ya ,i• �t•`!;• +,'t''�e ` '`: _ ':•r,• ,1.n.�aL•.m- a:�� •�,....,•�r.•' 'Yl'd�. _• '} coin an. name: aC1dTCSS: � _ •• . • . .: , rL.. !i'i.'r_ '.' -':•. r -ILL<,•_ ,. Ci` ,•,� :i•=a .:ky: :'4:. 'd.•i.{} •a1. '� Z'1;,+`t•�;. •};a•'• +S�',:t' :1'.�•�! ,C;,,•�r•;{,�• r ,i , . •r!••+�'": ". .'C•1 .'r,';) t: + ';y{M.r'. •:i:r� :t�.;=:.,. ., ib.•��u •O11C: :�•i•� •r i iiisiir�arice sb:�° WHIN as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or Failure to secure coverage one years'imprisonment s well as civil penalties In the f6hn of a STOP WORK ORDER and a fine of$100.00 a'day against me. I understand that a ed to the Office of Investigations the DIA for coverage verification. copy of this statement may be forward - I do hereby certi der thepains and p4nalties of perjury that the information provided above is true and correct; Date Signature T Phone# �d 65�- 6Z,5- print name (.��CTCL .J official use only do not write in this area to be completed by city or town official =� perm city or town: ittlicense# []Building Department ❑Licensing Board ❑•checkif immediate response is required ❑Selectmen's Office ❑Health Departmeni contact person: phone; ❑Other (rev.9.d Sept 2003) Inforrriataion and Instructions. 1 ers to rovide workers' compensation for'their. Massachusetts Gefleral Laws chapter 152 section 25.requires all emp oy P errzployees: As quoted from the 4`law", an employee is.defined as every person in the service'of another under arty contract of hire, express or inV Pd; oral or written. ; er is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of An employ ' oint enf rise, and including the legal representatives of a deceased, or the receiver or the foregoing engaged in a•j �'P • artnershi association or other legal entity, employing employees. 'However the owner of a trustee of an intlividual,p . P,. dwelling house having'not m°re than three apartments and-who resides therein, or the.occupant of the dwelling house of n�loysp soils to do.maintenance, construction or repair work on such dwelling house or on the grounds or —another who e building appurtenant thexeto shall not because of such:employment.be deemed to be:an employer. MGL chapter 152 section 25 also'states that'every state'or local licensing agency shall ivithhold 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, neither the any.of its political subdivisions shall enter into any contract for the performance of public work until commonwealth nor.a compliance with the insurance requirements of this chapter have been presented to the contracting acceptable evidence . authority. 0/0111 ON Applicants e box that applies to your situation•:Please �• 1 b checkin the pp . Y. , completely, . . . ation affidavit co , Y g ease fill in the workers compens Y all affidavits maybe submitted Pl y supply company narrie, address and phone numbers along with a certificate of insurance as a to the Department•of Industrial Accidents for confirmation of insurance coverage. Also'be sure to sign and date the affidavit. The affidavit should be.retumed to the city or town that the application for the permit or license is being requested, not the Dep arhnent of Industrial Accidents'. Should you have any questions regarding ffie'"Iaw" or if you are required to obtain a workers.'•compensationpolicy,please call the Department at the number'listcdbelow. City or Towns . Please be sure that the affidavit is complete and-printed legibly. TheDepartment contact has oupeoarding the applican ed a space at the bottoni Please f the affidavit for you to fill out in the event the Office of Investigations h y g be sure to. .ill.in the pernntllicense number.which will be used as a reference number. The.affidavits rnay.be.returned to unless other'arrangements havebeenmade. the Departnientb mail or FAX The Office of Investigations would life to thank ybu in advance for you cooperation and should you have any questions, please do not hesitate to give us a call The Departa=t's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents �of�esti�atiens ' 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 7274900 ext:406 9 Affidavit of Substantial Financial Interest of to McEL9ej6rbn\M. Shveiarn,IA. on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map 27-7 , Parcel DSO The address of the property is 36 -Erokean D,Ke- Wow . CP_,A.erv�4_1 MA 2. 1 have D % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is See- 7-3, _, the following individuals or entities have had a 1% or greater legal or equitable le interest in .the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address G1 a 6r-e 4-cKe,\ T�e�zstsl�i� �Tr�s , 69 V­o",-ep Lc—e- O2'fel3 4. Within the last twelve months, from today's date, which is 23 7,m , I have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted _(p - building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted (-) building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. t pains and penalties of r'u ,,this 23 day of S� 1�, 200 Signed under he pan p p J rY — y 2001-0050/affin 1 0/LOTTERY/AFFIDAVIT Town of Barnstable `Regulatory Services j RAMST,►BL& ; Thomas F.Geiler,Director 1' .�� Building Division prf0 MA't p Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma:us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION q Please Print DATE: l 123 17.c)U�f' � JOB LOCATION: 36 ��D�G2✓1 l7l 6-k—WLAl (lam number street village "HOM>;owNEx Laux-e,,LL ::rv,dc,- r_ Oifa 655-30-5- QS9) 6cl-4-73? name home phone# work phone# CURRENT MAILING ADDRESS: [D M C-Co Ce_4 n r She{�,�r Mft 0 t 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 —11-Y minimum inspection procedures and requirements and that he/she will comply with said procedures and req it ments. S' a of Home, 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 i09.1.1-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:homeexempt I i Ay . ' BOND DEPARTMENT TO AGENCY: 20-0316 Rogers&Gray Insurance Agency CONTINUATION CERTIFICATE BOND NUMBER: S-01-235917-N Principal: Obligee: Nicholas Revotskie 1992 Trust Town of Barnstable Ma 36 Broken Dike Way 200 Main St Centerville,MA 02632 Haynnis,MA 02601 Bond Term: 12 Effective Date: 02/05/2004 Expiration Date: 02/05/2005 Type of.Bond_ _ _ _ _, Classification. ._ . _ _ - PC.nalty Amt - SURETY-LICENSE OR PERMIT Lic Street Permit 910 $1,000.00 Penalty Amount: $1,000.00 Remarks: It is hereby agreed that the captioned numbered Bond is continued in force in the above amount for the period of the continued term stated above and is subject to all the convenants and conditions of said Bond This continuation shall be deemed a part of the original Bond, and not a new obligation,no matter how long the Bond has been in force or how many premiums are paid for the Bond,unless otherwise provided for by statute or ordinance applicable In witness whereof,the company has caused this instrument to be duly signed,sealed and dated as of the above"continuation effective date". .. xt1111�111lIIJtJ f NATIONAL GRANGE MUTUAL INS. CO. ��#- Nw-_ oI - : 1923 B -- �cZ Attorney-in-fact �f F.�+�',�. �.•',•��ti' ,ffbJflJltilil�l�+� WhitneyS PB/20 ®Main Street America Group National Grange Mutual Insurance Company Old Dominion Insurance Company Main Street America Assurance Company LICENSE BOND S-235917 BOND NUMBER KNOW ALL MEN BY THESE PRESENTS: THAT WE, Nicholas Revotskie 1992 Trust of 36 Broken Dike Way, Centerville, MA 02632 as Principal, and National Grange Mutual Insurance Company, a New Hampshire Corporation with principal office at Keene, New Hampshire, as Surety, are held and firmly bound unto: Town of Barnstable 200 Main Street, Hyannis, MA 02601 in the sum of One Thousand Dollars DOLLARS ($1,000.00 ),for the payment of which sum,well and truly to be made,we bind ourselves, our personal representatives, successors and assigns,jointly and severally,firmly by these presents. The Condition of this obligation is such, that Whereas the Principal is desirous of obtaining a license From Town of Barnstable to carry on business as Street Permit in 36 Broken Dike Way, Centerville, MA 02632 for the term commencing on the 5th day of February ,2003 and ending on the 5th day of February 2004 , NOW, THEREFORE, if Principal shall, during the aforesaid term, faithfully observe and honestly comply with such Ordinances, Rules and Regulations, and any Amendments thereto, as require the execution of this bond, then this obligation shall become void and of no effect, otherwise to be and remain in full force and virtue. The Surety may, if it shall so elect, cancel this bond by giving thirty (30) days written notice to the Obligee and the bond shall be deemed canceled at the expiration of said period; the Surety remaining liable, however subject to all the terms, conditions and provisions of this bond, for any act or acts covered which may have been committed by the Principal up to the date of such cancellation. PROVIDED, HOWEVER, that this bond may be continued from year to year by certificate executed by the Surety hereon. \,,t I SIGNED, SEALED AND DATED on this 5th day of February By CO NTERSIGN D: �Ngational Grang Mu ual Insurance Company � ALUA �� By GilCJL Agent Martin J. McGraAftorney-in-Fact 68-1283(8/99) NATIONAL GRANGE MUTUAL INSURANCE COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the National Grange Mutual Insurance Company, a New Hampshire corporation hav- ing its principal office in the City of Keene, State of New Hampshire, pursuant to Article V, Section 2 of the By-Laws of said Company, to wit: "Section 2. The board of directors, the president, any vice president, secretary, or the treasurer shall have the power and authority to appoint attomeys-in-fact and to authorize them to execute on behalf of the company and affix the seal of the company thereto, bonds, recognizances, contracts of indemnity or writings obligatory in the nature of a bond, recognizance or conditional under- taking and to remove any such attorneys-in-fact at any time and revoke the power and authority given to them. " Pursuant to said by-law does hereby make, constitute and appoint CHARLES N ROBINSON,WILLIAM A DECOST JR, ROBERT JAMES BIZAK,JANET L TAYLOR,MARTIN MCGRANN, PATRICIA WRIGHT, its true and lawful Attorneys-in-fact, to make, execute, seal and deliver for and on its behalf, and as its act and deed, bonds, undertakings recognizances, contracts of indemnity, or other writings obligatory in the nature of a bond subject he following limitation: �A 1. No one bond to exceed Five Million Dollars ($5,000,000.00). and to bind the National Grange Mutual Insurance Company thereby as fully and to the same ext such instruments were signed by the duly authorized officers of the National Grange Mutual Insurance Company, a acts of said Attorney are hereby ratified and confirmed. 0 This power of attorney is signed and sealed by facsimile under and by the authority of the folio*resolution adopted by the Direc- tors of The National Grange Mutual Insurance Company at a meeting duly called and he the 2nd day of December 1977. Voted: That the signature of any officer authorized by the By-Laws and the co seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either or the el�ution of any bond, undertaking, recognizance or other written obligation in the nature thereof; such s' and seal, Ww'hen so used being hereby adopted by the company as the original signature of such office and the o ' seal of the any, to be valid and binding upon the company with the same force and effect as though manually 0 r By execution of this Power of Attorney, National Grange Mq urance Co does hereby revoke, rescind and declare null and void any previous Power of Attorney at any t p usly furnish a aforesaid individuals or agencies. IN WITNESS WHEREOF, The National Grange Mutual Ins Compay h these presents to be signed by its Corporate Secretary and its corporate seal to be hereto affixed this 1 'd'y,of Febru 02. THIS APPOINTMENT 'yJ�CiI SSE AND TERMINATE AUTOMATICALLY AS OF DECE 1ST,20 , sooner revoked provid NATIONAL GRANGE MUTUAL INSU COMP y: THIS POWER IS INVALID IF RED DIAGO L RINT"nNAL GRANGE MUTUAL INSURANCE_ fil r HAMPSHIRE IS NOT SHOWN IN ITS U >. State of New Hampshire, County of On this 12TH day of February ,before the subs 'ber a Notary Public of the State of New Hampshi of Cheshire duly commission ified, c ifi�iam C. McKenna of the National Grange Mutual Insuranin ` q , personally known to b th r describ , and who executed the preceding instrument, and he acknowled qhP ecction of same, and being b fu y sworn, d and said that he is an officer of said Company, aforesaid: that the seal affixed to the preceding inst ® e torpor a said Company, and the said corporate seal and his signature as officer were duly affixed and subscrib said instru the authority and direction of the said Company; that Article V, Section 2 of the By-Laws of „•, said Co Q ow in force. ,,, i. IN WI WHEREOF, I have hereunto set my hand and affixed by official seal at Keene, New Hampshik tb 1 f February 2002. Notary Public �.o My Commission Expires:May;I ,2Qg I Lyn E. Landry, Assistant Vice President of the National Grange Mutual Insurance Company, do hereby ce4ify lik J lovB d foregoing is a true and correct copy of a Power of Attorney executed by said Company which is still in force aq,�'t�ect:• X\��;��� IN WITNESS WHEREOF, '1 have hereunto set my hand and affixed the seal of said an at is+� 5th day ofFebruaryt,� ,._"�✓N;,2003 Assis t Vice President 68-N882.002 WARNING —Any,- ny unauthorized reproduction or alteration of this document is prohibited. This power is void unless seals are readable and the certification,seat ait"the bottom is embossed. The diagonal imprint, warning and confirmation must be in red ink. k 4 4:k. CONFIRMATION Of validity of attached bond, call NGM at: Keene 603-358-1339; Richmond 804-270-6611 ext. 138; Syracuse 315-434-1410. -- - f \BOISE, BC CALC®2003 DESIGN REPORT - US Friday, December 03,2004 14:49 Triple 1 3/4" x 9 1/2" VERSA-LAM(R) 3100 SP File Name: Larry Junda 36 Broken Dike Way.BCC: Level 1\13_4 Job Name: • Revotskie Residence Description: basement beam under dining rm Address: Specifier: be City,State,Zip:Centerville, MA Designer: Customer: Larry Junda Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 11.0 psf Tributary 12-00-00 .t•, i,� aK 09-01-00 Ak 09-04-00 BO B1 B2 1911 Ibs LL - 5526 Ibs LL 1956 Ibs LL 452 Ibs DL 1543 Ibs DL 473 Ibs DL Total Horizontal Length-18-05-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 18-05-00 Live 40 psf 12-00-00 100% Member Type: Floor Beam Dead 10 psf 12-00-00 90% Number of Spans:. 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 6512 ft-Ibs 31.1% 100% 2 2-Left Slope: 0/12 Neg.Moment -6512 ft-Ibs 31.1% 100% 2 1 -Right Tributary: 12-00-00 End Shear 1943 Ibs 20.2% 100% 5 2-Right Cont.Shear 3077 Ibs 31.9% 100% 2 2-Left Total Load Deft. L/1254(0.089") 19.1% 5 2 Live Load Deft. L/1470(0.076") 24.5% 5 2 Live Load: 40 psf Total Neg. Deft. -0.024" 4.8% 5 1 Dead Load: 10 psf Max Deft 0.089" 8.9% 5 2 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 3". evidence of suitability for a Minimum bearing length for B2 is 1-1/2". particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing above is based upon building code-accepted design properties Connection Diagram and analysis methods. Installation Consult project design professional of record or BOISE technical representative for connection design of BOISE engineered wood Nailing schedule applies to both sides of the member. products must be in accordance Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call a=2„ d (800)232-0788 before beginning b=3" product installation. 8 c=2-3/4" r BC CALC®, BC FRAMER®, BCI®, e=3� —y • o I e o e BC RIM BOARD TM, BC OSB RIM � BOARD TM BOISE GLULAMT^" C VERSA-LAM®,VERSA-RIM®, —I VERSA-RIM PLUS®, L VERSA-STRANDTM � • o • o 7 XX VERSA-STUD®,ALLJOISTO and e AJST1A° are trademarks of _l— Boise Cascade Corporation. _ b Page 1 of 1 BO���ry BC CALC® 2003 DESIGN REPORT - US Friday, December 03,2004 14:49 , Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: Larry Junda 36 Broken Dike Way.BCC: Level 1\B_5 Job Name: Revotskie Residence Description: Address: Specifier: be City,State,Zip:Centerville, MA Designer: Customer: Larry Junda Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 11,0 psf Tributary 14-00-00 09-01-00 9-04-00 Alk BO B1 B2 2230 Ibs LL 6447 Ibs LL 2282 Ibs LL 520 Ibs DL 1773 Ibs DL 544 Ibs DL Total Horizontal Length-18-05-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 18-05-00 Live 40 psf 14-00-00 100% Member Type: Floor Beam Dead 10 psf 14-00-00 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 7572 ft-Ibs 36.2% 100% 2 2-Left Slope: 0/12 Neg. Moment -7572 ft-Ibs 36.2% 100% 2 1 -Right Tributary: 14-00-00 End Shear 2261 Ibs 23.4% 100% 5 2-Right Cont.Shear 3578 Ibs 37.1% 100% 2 2-Left Total Load Defl. L/1077(0.104") 22.3% 5 2 Live Load Defl. U1260(0.089") 28.6% 5 2 Live Load: 40 psf Total Neg. Defl. -0.028" 5.6% 5 1 Dead Load: 10 psf Max Defl. 0.104" 10.4% 5 2 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 3". evidence of suitability for a Minimum bearing length for B2 is 1-1/2". particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing above is based upon building code-accepted design properties Connection Diagram and analysis methods. Installation Consult project design professional of record or BOISE technical representative for connection design of BOISE engineered wood Nailing schedule applies to both sides of the member. products must be in accordance Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call a=2„ d (800)232-0788 before beginning b=3" product installation. c=2-3/4" a d=12" —6— • — • • BC CALC®, BC FRAMER®, BCI®, r BC RIM BOARDTM, BC OSB RIM e=3" o I o BOARD'- BOISE GLULAMI- C . VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM • o • o �1 VERSA-STUD®,ALLJOISTO and e AJSTm are trademarks of —1 Boise Cascade Corporation. b Page 1 of 1 soI$E- BC CALC®2003 DESIGN REPORT - US Friday, December 03,2004 14:50 Single 9 1/2" AJSTm 20 MSR File Name: Larry Junda 36 Broken Dike Way.BCC: Level 1\J_03 Job Name: Revotskie Residence Description: 1 st fl joist bed#1 Address: Specifier: be City,State,Zip:Centerville,MA Designer: Customer: Larry Junda Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psf l 15 psf OC Spacing 16" BO, 1-1/2" 131,3-1/2" 420 Ibs LL 420 Ibs LL 158 Ibs DL 158 Ibs DL Total Horizontal Length-15-09-02 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 15-09-02 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2277 ft-Ibs 67.0% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% OC Spacing: 16" End Reaction 578 Ibs 50.5% 100% 2 1 -Left Repetitive: Yes Total Load Defl. L/439(0.431") 54.7% 2 1 Construction Type:Glued Live Load Defl. U604(0.313") 79.5% 2 1 Max Defl. 0.431" 43.1% 2 1 Live Load: 40 psf Span/Depth 19.9 n/a 1 Dead Load: 15 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for 61 is 3-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCIO, BC RIM BOARDTm, BC OSB RIM BOARD TM, BOISE GLULAMM VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm VERSA-STUD®,ALLJOISTO and AJSTM are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE' BC CALC®2003 DESIGN REPORT - US Friday, December 03,2004 14:50 Single 9 1/2" AJSTm 20 MSR File Name: Larry Junda 36 Broken Dike Way.BCC: Level 1\J_09 Job Name: Revotskie Residence Description:typ 1 st fl joist(multi span) Address: Specifier: be City,State,Zip:Centerville,MA Designer: Customer: Larry Junda Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psf 115 psf OC Spacing-1 6" BO,3-1/2" 16-02-14 B1,5-1/4" 16-00-00 B2,5-1/4" 15-06-14 B3,3-1/2" 388 Ibs LL 1032 Ibs LL 1009 Ibs LL 376 Ibs LL 130 Ibs DL 357 Ibs DL 345 Ibs DL 124 Ibs DL Total Horizontal Length-47-09-12 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 47-09-12 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 3 Left Cantilever: No . Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2148 ft-Ibs 63.2% 100% 6 2-Left Slope: 0/12 Neg.Moment -2148 ft-Ibs 63.2% 100% 6 1 -Right OC Spacing: 16" End Reaction 518 Ibs 37.3% 100% 4 1 -Left Repetitive: Yes Int. Reaction 1390 Ibs 47.4% 100% 6 1 -Right Construction Type:Glued Cont.Shear 728 Ibs 62.7% 100% 6 1 -Right Total Load Deft. U580(0.336") 41.4% 4 1 Live Load: 40 psf Live Load Deft. U735(0.265") 65.3% 4 1 Dead Load: 15 psf Total Neg. Deft. -0.159" 31.7% 4 2 Partition Load: 0 psf Max Deft. 0.336" 33.6% 4 1 Duration: 100 Span/Depth 20.5 n/a 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(L/240)Total load deflection criteria. the input must be verified by anyone Design meets User specified(U480)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 3-1/2". particular application..The output Minimum bearing length for 131 is 5-1/4". above is based upon building Minimum bearing length for B2 is 5-1/4". code-accepted design properties Minimum bearing length for B3 is 3-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM", BC OSB RIM BOARDM; BOISE GLULAMT-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 ' BOISE, BC CALC® 2003 DESIGN REPORT - US Friday, December 03,2004 14:50 Double 9 1/2" AJSTm 20 MSR File Name: Larry Junda 36 Broken Dike Way.BCC: Level 2\J_08a Job Name: Revotskie Residence Description: Double joist picking up m bed gable left Address: Specifier: be City,State,Zip:Centerville, MA Designer: Customer: Larry Junda Company: Shepley Wood Products Code reports: ISR-1144 Misc: 3 I 2 1 Standard Load-40 psf 110 psf OC Spacing 12" ow,it '. ..x. •..-"" ` .I 16-00-12 Ak 16-00-02 Ak BO,3-1/2" B1,3-1/2" 82,3-1/2" 459 Ibs LL 1070 Ibs LL 280 Ibs LL 595 Ibs DL 1004 Ibs DL -36 Ibs DL Total Horizontal Length-32-00-14 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 32-00-14 Live 40 psf 12" 100% Member Type: Joist Dead 10 psf 12" 90% Number of Spans: 2 1 Gable wall Unf. Lin. Left 02-00-00 13-10-00 Live 0 plf n/a 90% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 attic Unf. Lin. Left 02-00-00 13-10-00 Live 5 plf n/a 100% Dead, 10 plf n/a 90% Slope: 0112 3 roof Unf. Lin. Left 02-00-00 13-10-00 Live 30 plf n/a 115% OC Spacing: 12" Dead 15 plf n/a 90% Repetitive: Yes Construction Type:Glued Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 4406 ft-Ibs 56.4% 115% 4 1 -Internal Dead Load: 10 psf Neg. Moment -3211 ft-Ibs 47.3% 100% 2 1 -Right Partition Load: 0 psf End Reaction 1054 lbs 33.1% 115% 4 1 -Left Duration: 100 Int. Reaction 1844 Ibs 31.5% 100% 2 1 -Right Cont.Shear 1445 Ibs 54.2% 115% 3 1 -Right Disclosure Uplift 108 Ibs n/a 4 2-Right The completeness and accuracy of Total Load Defl. U448(0.43") 53.5% 4 1 the input must be verified by anyone Live Load Defl. U1087(0.177") 44.2% 4 1 who would rely on the output as Total Neg. Defl. 0.164" 32.9% 4 2 evidence of suitability for a Max Defl. 0.43" 43.0% 4 1 particular application. The output Span/Depth 20.3 n/a 1, above is based upon building code-accepted design properties Cautions and analysis methods. Installation Uplift of 108 Ibs found at span 2-Right. of BOISE engineered wood products must be in accordance Notes with the current Installation Guide Design meets Code minimum(L/240)Total load deflection criteria. and the applicable building codes. Design meets User specified(U480)Live load deflection criteria. To obtain an Installation Guide or if Design meets arbitrary(1")Maximum load deflection criteria. you have any questions,please call Minimum bearing length for BO is 3-1/2". (800)232-0788 before beginning Minimum bearing length for B1 is 3-1/2". product installation. Minimum bearing length for B2 is 3-1/2". BC CALC®, BC FRAMER®, BCIO, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC RIM BOARD M, BC OSB RIM BOARD-, BOISE GLULAMT1° VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BO�SEry BC CALCO 2003 DESIGN REPORT - US Friday, December 03,2004 14:51 Single 9 1/2" AJSTm 20 MSR File Name: Larry Junda 36 Broken Dike Way.BCC: Level 2\J_09 Job Name: Revotskie Residence Description:2nd fl joist multi span front to back Address: Specifier: be City,State,Zip:Centerville, MA Designer: Customer: Larry Junda Company: Shepley Wood Products Code reports: ISR-1144 Misc: s 7 s 4 6 g 1 2 3 Standard Load-40 psf 110 psf OC Spacing 12" gg BO,3-1/2" 16-00-12 131,3-1/2" 16-00-02 B2,3-1/2" 15-08-14 B3,3-1/2" 482 Ibs LL 1023 Ibs LL 808 Ibs LL 650 Ibs LL 276 Ibs DL 445 Ibs DL 181 Ibs DL 372 Ibs DL Total Horizontal Length-47-09-12 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 47-09-12 Live 40 psf 12" 100% Member Type: Joist Dead 10 psf 12" 90% Number of Spans: 3 1 wall Conc. Lin. Left 02-02-00 02-02-00 Live 0 plf 12" 90% Left Cantilever: No Dead 80 plf 12" 90% Right Cantilever: No 2 wall Conc. Lin. Left 13-10-00 13-10-00 Live 0 plf 12" 90% Dead 80 plf 12" 90% Slope: 0/12 3 wall Conc. Lin. Right 01-02-00 01-02-00 Live 0 plf 12" 90% OC Spacing: 12" Dead 80 plf 12" 90% Repetitive: Yes 4 ceiling Conc. Lin. Left 02-00-00 02-00-00 Live 30 plf 12" 100% Construction Type:Glued Dead 60 plf 12" 90% 5 roof Conc. Lin. Left 02-02-00 02-02-00 Live 180 plf 12" 115% Live Load: 40 psf Dead 90 plf 12" 90% Dead Load: 10 psf 6 ceiling Conc. Lin. Left 13-10-00 13-10-00 Live 30 plf 12" 100% Partition Load: 0 psf Dead 60 plf 12" 90% Duration: 100 7 Roof Conc. Lin. Left 13-10-00 13-10-00 Live 180 plf 12" 115% Dead 90 plf 12" 90% Disclosure 8 ceiling Conc. Lin. Right 01-02-00 01-02-00 Live 38 plf 12" 100% The completeness and accuracy of Dead 75 plf 12" 90% the.input must be verified by anyone 9 Roof Conc. Lin. Right 01-02-00 01-02-00 Live 360 plf 12" 115% who would rely on the output as Dead 180 plf 12" 90% evidence of suitability for a particular application. The output Controls Summary above is based upon building Control Type Value %Allowable Duration Load Case Span Location code-accepted design properties Moment 2100 ft-Ibs 53.8% 115% 6 2-Left and analysis methods. Installation Neg. Moment -2100 ft-Ibs 53.8% 115% 6 1 -Right of BOISE engineered wood End Reaction 1022 Ibs 64.1% 115% 4 3-Right products must be in accordance Int. Reaction 1468 Ibs 43.6% 115% 6 1 -Right with the current Installation Guide Cont.Shear 970 Ibs 72.7% 115% 6 1 -Right and the applicable building codes. Total Load Defl. U500(0.386") 48.0% 4 1 To obtain an Installation Guide or if Live Load Defl. U711 (0.271") 67.5% 4 1 you have any questions,please call Total Neg. Defl. -0.201" 40.2% 4 2 (800)232-0788 before beginning Max Defl. 0.386" 38.6% 4 1 product installation. Span/Depth 20.3 n/a 1 BC CALC®, BC FRAMER®, BCI®, Notes BC RIM BOARD TM 9 BC OSB RIM Design meets Code minimum(U240)Total load deflection criteria. BOARD TM BOISE GLULAMTM^, Design meets User specified(U480)Live load deflection criteria. VERSA-LAM®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-RIM PLUS®, Minimum bearing length for B0 is 3-1/2". VERSA-STRAND TM, Minimum bearing length for 131 is 3-1/2". VERSA-STUD®,ALLJOISTO and Minimum bearing length for B2 is 3-1/2". AJST"^ are trademarks of Minimum bearing length for B3 is 3-1/2". Boise Cascade Corporation. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing k , Page 1 of 1 BOISE, BC CALC®2003 DESIGN REPORT - US Friday, December 03,2004 14:51 Single 9 1/2" AJSTm 20 MSR File Name: Larry Junda 36 Broken Dike Way.BCC: Level 2\J_23e Job Name: Revotskie Residence Description: 2nd fl joist m bed right Address: Specifier: be City,State,Zip:Centerville, MA Designer: Customer: Larry Junda Company: Shepley Wood Products Code reports: ISR-1144 Misc: 4 g 3 5 1 2 Standard Load-40 psf 110 psf OC Spacing 12" 16-00-14 A, 05-06-06 BO,3-1/2" B1,3-1/2" B2, 1-1/2" 445 Ibs LL 993 Ibs LL 0 Ibs LL 265 Ibs DL 516 Ibs DL 0 Ibs DL Total Horizontal Length-21-07-04 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 21-07-04 Live 40 psf 12" 100% Member Type: Joist Dead 10 psf 12" 90% Number of Spans: 2 1 wall Conc. Lin. Left 02-02-00 02-02-00 Live 0 plf 12" 90% Left Cantilever: No Dead 80 plf 12" 90% Right Cantilever: No 2 wall Conc. Lin. Left 13-10-00 13-10-00 Live 0 plf 12" 90% Dead 80 plf 12" 90% Slope: 0/12 3 ceiling Conc. Lin. Left 02-02-00 02-02-00 Live 30 plf 12" 100% OC Spacing: 12" Dead 60 plf 12" 90% Repetitive: Yes 4 roof Conc. Lin. Left 02-02-00 02-02-00 Live 180 plf 12" 115% Construction Type:Glued Dead 90 plf 12" 90% 5 ceiling Conc. Lin. Left 13-10-00 13-10-00 Live 30 plf 12" 100% Live Load: 40 psf Dead 60 plf 12" 90% Dead Load: 10 psf 6 roof Conc. Lin. Left 13-10-00 13-10-00 Live 180 plf 12" 115% Partition Load: 0 psf Dead 90 plf 12" 90% Duration: 100 Controls Summary Disclosure Control Type Value %Allowable Duration Load Case Span Location The completeness and accuracy of Moment 2185 ft-Ibs 55.9% 115% 3 2-Left the input must be verified by anyone Neg. Moment -2185 ft-Ibs 55.9% 115% 3 1 -Right who would rely on the output as End Reaction 710 Ibs 44.5% 115% 4 1 -Left evidence of suitability for a Int. Reaction 1509 Ibs 44.8% 115% 3 1 -Right particular application. The output Cont.Shear 976 Ibs 73.1% 115% 3 1 -Right above is based upon building Uplift 360 Ibs n/a 4 2-Right code-accepted design properties Total Load Defl. U635(0.304") 37.8% 4 1 and analysis methods. Installation Live Load Defl. L/941 (0.205") 51.0% 4 1 of BOISE engineered wood Total Neg. Defl. -0.048" 9.5% 4 2 products must be in accordance Max Defl. 0.304" 30.4% 4 . 1 with the current Installation Guide Span/Depth 20.3 n/a 1 and the applicable building codes. To obtain an Installation Guide or if Cautions you have any questions,please call Uplift of 360 Ibs found at span 2-Right. (800)232-0788 before beginning product installation. Notes BC CALC®, BC FRAMER®, BCI®, Design meets Code minimum(U240)Total load deflection criteria. BC RIM BOARDTM, BC OSB RIM Design meets User specified(L/480)Live load deflection criteria. BOARDTm, BOISE GLULAMTM, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-LAM®,VERSA-RIM®, Minimum bearing length for BO is 3-1/2". VERSA-RIM PLUS®, Minimum bearing length for B1 is 3-1/2". VERSA-STRANDS"' Minimum bearing length for B2 is 1-1/2". VERSA-STUD ALLJOIST®and Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing AJSTm are trademarks of Connector Manufacturer: Simpson Strong-Tie®Company Inc. Boise Cascade Corporation. Page 1 of 1 BOiSE- BC CALCO 2003 DESIGN REPORT - US Friday, December 03,2004 14:51 Double 9 1/2" AJSTm 20 MSR File Name: Larry Junda 36 Broken Dike Way.BCC: Level 2\J_25d Job Name: Revotskie Residence Description:double joist picking up gable m bed righ Address: Specifier: be City,State,Zip:Centerville, MA Designer: Customer: Larry Junda Company: Shepley Wood Products Code reports: ISR-1144 Misc: 3 2 1 Standard Load-40 psf 110 psf OC Spacing 12" . sWrx . ' mz� ."7 +ram ow _ E 16-00-14 05-06-06 BO,3-1/2" 131,3-1/2" B2, 1-1/2" 425 Ibs LL 1063 Ibs LL 0 Ibs LL 554 Ibs DL 1334 Ibs DL 0 Ibs DL Total Horizontal Length-21-07-04 General Data Load Summary Version: US Imperial ID Description Load Type Ref: Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 21-07-04 Live 40 psf 12" 100% Member Type: Joist Dead 10 psf 12" 90% Number of Spans: 2 1 Gable Unf. Lin. Left 02-00-00 13-10-00 Live 0 plf n/a 90% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 attic Unf. Lin. Left 02-00-00 13-10-00 Live. 5 pif n/a 100% Dead 10 plf n/a 90% Slope: 0/12 3 Roof Unf. Lin. Left 02-00-00 13-10-00 Live 30 plf n/a 115% OC Spacing: 12" Dead 15 plf n/a 90% Repetitive: Yes Construction Type:Glued Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 4284 ft-Ibs 54.8% 115% 3 2-Left Dead Load: 10 psf Neg.Moment -4284 ft-Ibs 54.8% 115% 3 1 -Right Partition Load: 0 psf End Reaction 978 Ibs 30.7% 115% 4 1 -Left Duration: 100 Int. Reaction 2397 lbs 35.6% 115% 3 1 -Right Disclosure Cont.Shear 1484 Ibs 55.6% 115% 3 1 -Right Uplift 740 Ibs n/a 4 2-Right The completeness and accuracy of Total Load Defl. U543(0.355") 44.2% 4 1 the input must be verified by anyone Live Load Defl. L/1345(0.143") 35.7% 4 1 who would rely on the output as Total Neg. Defl. -0.05" 9.9% 4 2 evidence of suitability for a Max Defl. 0.355" 35.5% 4 1 particular application. The output Span/Depth 20.3 n/a 1 above is based upon building code-accepted design properties Cautions and analysis methods. Installation Uplift of 740 Ibs found at span 2-Right. of BOISE engineered wood products must be in accordance Notes with the current Installation Guide Design meets Code minimum(U240)Total load deflection criteria. and the applicable building codes. Design meets User specified(U480)Live load deflection criteria. To obtain an Installation Guide or if Design meets arbitrary(1")Maximum load deflection criteria. you have any questions, please call Minimum bearing length for BO is 3-1/2". product installation.0788 before beginning Minimum bearing length for B1 is 3-1/2". produ Minimum bearing length for B2 is 1-1/2". BC CALCO, BC FRAMER®, BC18, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC RIM BOARDM, BC OSB RIM Connector Manufacturer: Simpson Strong-Tie®Company Inc. BOARDM, BOISE GLULAM- VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM VERSA-STUDS,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALCO 2003 DESIGN REPORT - US Friday, December 03,2004 14:51 Single 9 1/2" AJSTm 20 MSR File Name: Larry Junda 36 Broken Dike Way.BCC: Level 2\J_35b Job Name: Revotskie Residence Description: Typ joist bedroom#3 Address: Specifier: be City,State,Zip:Centerville, MA Designer: Customer: Larry Junda Company: Shepley Wood Products Code reports: ISR-1144 Misc: 3 2 1 Standard Load-,'40 psf 1110 psf OC Spacing 12" BO, 1-1/2" B1, 1-1/2" 673 Ibs LL 334 Ibs LL 417 Ibs DL 140 Ibs DL Total Horizontal Length-11-08-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 11-08-00 Live 40 psf 12" 100% Member Type: Joist Dead 10 psf 12" 90% Number of Spans: 1 1 wall Conc. Lin. Left 02-02-00 02-02-00 Live 0 plf 12" 90% Left Cantilever: No Dead 80 plf 12" 90% Right Cantilever: No 2 ceiling Conc. Lin. Left 02-02-00 02-02-00 Live 60 plf 12" 100% Dead 120 plf 12" 90% Slope: 0/12 3 Roof Conc. Lin. Left 02-02-00 02-02-00 Live 480 plf 12" 115% OC Spacing: 12" Dead 240 plf 12" 90% Repetitive: Yes Construction Type:Glued Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 2243 ft-Ibs 57.4% 115% 3 1 -Internal Dead Load: 10 psf Neg. Moment 0 ft-Ibs n/a 100% Partition Load: 0 psf End Reaction 1090 Ibs 82.8% 115% 3 1 -Left Duration: 100 Total Load Defl. U577(0.243") 41.6% 3 1 Live Load Defl. U895(0.156") 53.6% 3 1 Disclosure Max Defl. 0.243" 24.3% 3 1 The completeness and accuracy of Span/Depth 14.7 n/a 1 the input must be verified by anyone who would rely on the output as Notes evidence of suitability for a Design meets Code minimum(U240)Total load deflection criteria. particular application. The output Design meets User specified(L/480)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. code-accepted design properties Minimum bearing length for BO is 1-1/2". and analysis methods. Installation Minimum bearing length for B1 is 1-1/2". of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing products must be in accordance Connector Manufacturer: Simpson Strong-Tie®Company Inc. with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMERO, BCIO, BC RIM BOARD-, BC OSB RIM. BOARDTM, BOISE GLULAMTM VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDTM VERSA-STUDO,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOiSE" BC CALC®2003 DESIGN REPORT - US Friday, December 03,2004 15:03 Double 9 1/2" AJSTM 20 MSR File Name: Larry Junda 36 Broken Dike Way1.BCC: Level 2\13_32 Job Name: Revotskie Residence Description: Address: Specifier: be City,State,Zip:Centerville, MA Designer: Customer: Larry Junda Company: Shepley Wood Products Code reports: ISR-1144 Misc: 3 2 1 1 Standard Load-40 psf 110 psf OC Spacing 16" BO,3-1/2" B1, 1-1/2" 406 Ibs LL 341 Ibs LL 401 Ibs DL ` 196 Ibs DL Total Horizontal Length-11-08-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 11-08-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 1 WALL Unf. Lin. Left 01-00-00 05-04-00 Live 0 plf n/a 90% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 CEILING Unf. Lin. Left 01-00-00 05-04-00 Live 5 plf n/a 100% Dead 10 plf n/a 90% Slope: 0/12 3 roof Unf. Lin. Left 01-00-00 04-05-00 Live 30 plf n/a 115% OC Spacing: 16" Dead 15 plf n/a 90% Repetitive: Yes Construction Type:Glued Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 1934 ft-Ibs 28.5% 100% 2 1 -Internal Dead.Load: 10 psf Neg. Moment 0 ft-Ibs n/a 100% Partition Load: 0 psf End Reaction 728 Ibs 26.2% 100% 2 1 -Left Duration: 100 Total Load Defl. U1141 (0.123") 21.0% 3 1 Live Load Defl. L/2142(0.065") 22.4% 3 1 Disclosure Max Defl. 0.123" 12.3% 3 1 The completeness and accuracy of Span/Depth 14.7 n/a 1 the input must be verified by anyone who would rely on the output as Notes evidence of suitability for a Design meets Code minimum(U240)Total load deflection criteria. particular application. The output Design meets User specified(U480)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. code-accepted design properties Minimum bearing length for BO is 3-1/2". and analysis methods. Installation Minimum bearing length for B1 is 1-1/2". of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAMT"' VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 FROM : L.Junda FRX NO. Mar. 12 2003 09:09RM P2 THOMAS A. MOOR16 Phone; Proprietor (508] 996-64g3 _ FAX (5081 895-6792 90 THOMAS A. MOORS DESIGN COMPANY P.O. BC)X 2124 / 28 WAMPUM DRIVE / BREWSTER MASSACHUSETTS 02631 rn 14 H A 7 f .. ti ► �� i z P..... :7! C74-,75 V,C:a: ) I-,- Custom & Stock House Designs, Construction Drewings & Specifications Arlrfitinna 1C Rprnnrfslinn na-_,inn. f.nrnn, itF�.r, AiHmri rlwGinn rC Mm=F+-j , TOWN OF BARNSTABLE -� SECOND EXTENSION GRANTED - EXPIRES 9/12/04 PARCEL ID 227 080 GBASE ID 13787 ADDRESS 36 BROKEN DIKE WAY 1, PHONE CENTERV I LLE rig Z I P - µ LOT 9 BLOCK LOT SIZE r DBA DEVELOPMENT DISTRICT CO PERMIT 67387 DESCRIPTION 4 "BDRM SIN FAMLATT GAR PERMIT TYPE BUILD TITLE NEW RESIDENTIALL BLDG PMT CONTRACTORS: PROPERTY OWNER Department Of ARCHITECTS: PERMIT EXTENSION GRANTED Regulatory Services TOTAL FEES: $1,363.50 BOND $»00 �tHE CONSTRUCTION COSTS $372,096. 101 SINGLE FAM HOME D AC . D 1 PRIVATE 03�9 1� r BUILDING ON Y DATE ISSUED 03 12/ XP I RAT I N DATE TOWN OF BARNSTABLE SECOND EXTENSION GRANTED - EXPIRES 9/12/04a PARCEL ID 227 080A GEOBASE ID 13787 ADDRESS 36' BROKEN DIKE WAY PHONE CENTERVILLE ZIP } LOT 9 BLOCK LOT SIZE' DBA �YS DEVELOP,.ME NT DISTRICT CO PERMIT 67387 DESCRIPTION.F'4 BDRM SIN FAM//ATT GAR i PERMIT TYPE BUILD TITLE NW''RES DENTIAL BLDG PMT { CONTRACTORS: PROPERTY OWNER Department of 4 ARCHITECTS: PERMIT EXTEJN�SIIQN GRANTS / Regulatory Services ,II TOTAL FEES: $1,363-6 BOND I: CONSTRUCTION COSTS - $372,09 00 101 SINGLE FAM HOME D ACH 1 PRIVATE 1 *Osn>cuvsTAst.E, * �� 14 � i639. Al a BUILDING D S� ON BY DATE ISSUED 03/41.2/24 3 PIRAT.ION DATE 4 �/ k THIS PERMIT CONVEYS NO RIGHT TO OCCUP NY STREET, LEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT S ECI ALLY PER ED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCA ON OF UBLIC SEW S MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT F OM TH CONDITIONS F ANY APPLICABLE SUBDIVISION RESTRICTIONS. 1 MINIMUM OF FOUR CALL INSPECTIONS REQUIR t 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 MBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). CY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. 0 PIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. �., BUILDING INSPECTION APP OVALS LUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS _.,, 2 ' 2 � 2 r � r 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT r 2 ' ( BOARD-OF HEALTH i „1 OTHER: SITE PLAN REVIEW APPROVAL ' 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. BUILDING PERMIT TOWN'OF BARNSTABLE BUILDING PERMIT APPLICATION Map 227 ,,� `Parcel �O BLE Permit# ��/} Health Division �D 'ul�.� `TL r 0 Date Issued ( -?-Z 2"U 2 Conservation Division u 433 - ?� �' � ` Application Fee Tax Collector Permit Fee 3 Treasurer �� � ,,`,i SEPTIC SYSTEAA DUST BE Planning Dept. INSTALLED IN C4UPLIANCE Date Definitive Plan Approved by Planning Board _ '�- O ODE AN[ Historic-OKH Preservatio Hyann s� S o � �°�ENVIRONMENTAL T01,71I REGULATIQ;�S Project Street Address 16 3rokt^ _D'1 ke__ Wakx Village -erykl � C/o r t� Owner �►� N'+c�las Zevots�o� ct s ddress to MC4reAor .Dr: SF.cr born,. AM o t-71 p Telephone 5rd 6 5-36 Permit Request N s-kfi-scK :,q_ r_,rA0.P_ NL Square feet: tst floor: existing prop d o 2nd floor:existing proposed 14 7-q Total newer Zoning District C_ F od Plain Groundwater Overlay � 6c y Project Valuatio tion e �& �wvW_ Lot Size 1. 6 Grandfathered: fB'les ❑No If yes, attach supporting documentation. Dwelling Type: Single Fami Two Famil O Multi-Family(#units) t Age of Existing Structure Historic House: ❑Yes LAo On Old King's Highway: Ell Yes 2/No Basement Type: W Full 0 Craw ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 20 68 Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new 4— Total Room Count(not including baths): existing new S First Floor Room Count _15- Heat Type and Fuel: ❑Gas 010il ❑Electric ❑Other Central Air: ❑Yes Flo Fireplaces: Existing New_� Existing wood/coal stove: 0 Yes I(No Detached garage:O existing ❑new size Pool: ❑existing ❑new size Barn:O existing ❑new size Attached garage:❑existing IB new size 574- s- Shed:0 existing ❑new size Other: ?Ff%Z+( Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 0 Yes Ur o If yes,site plan review# Current Use Proposed Use e%` BUILDER INFORMATION Name �w "" `�1�� M 'lcs I�ea,at�c+e i2 Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ITzt DATE l rw5ka.. > IL FOR OFFICIAL USE ONLY PERMIT NO. _ SATE ISSUED MAP/�PARCEUNO. H- ADDRESS VILLAGE OWNER , t DATE OF INSPECTION: FOUNDATION ram ` FRAME INSULATION �S FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING:- ROUG&1' r FINAL GAS: ROUGH r FINAL F € ' s FINAL•BUILDING i DATE JCLOSED OUT i ASSOCIATION PLAN NO. } The Commonwealth of Massachusetts M — _ Department of Industrial Accidents '� ��:•- �-- �� OIllce ofloiestlgatlaos 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit ERMA name: ASI �tti n •��G-S J E c r location: I D W6 cq4ov-7-D6\k-� ci C wbo nr1 -7-7 0 hone# �& �$ 6z I am a homeowner performing all work myself. [] lam a sole r rie%%%% tor and have no one worlds in ca achy ///% /%% %/%%%%/%%/%%%/%%/%/G%/��/%%%%//G%/%%/G/%%/%%%%%%%%%%%////%%///�/�/%%///�%/ rovidin workers' co ensation for my employees working on this job.::{:::::}}}::}::{::}::?}:}:: ::. t:: I am an em 1 er p .cow . 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StiS{ :n gym a to aecme coverage as rcgidred wider Section 25A o[MGL 152 can lead to the imposition of crh inal penalties of a Sae up to S1,500.Q0 and/or one yeah'hnprisonmeat a'well civil penalties in the form of a STOP WORK ORDER and a Sue of$100.00 a day against ma I understaad that a copy of this statement may be forwarded to the Office of Investigation of the DIA for coverage verification 1 des hereby c the pains penalties of perjury that the information provided above is true and correct Signature Date 2-26-2z63 Priest name �-/,�rr��r i�C� ��ia.�cl� Phone#L —<0Y 65'5'336 2-< official use only do not write in this area to be completed by city or town official city or town: permit/Ucense# ❑Building Department ❑Licensing Board ❑Selectmen's Office ❑checkif immediate response i,required []Health Department contact person: phone#; _ ❑Other (revised 9I95 PIA) t ' Information and Instructions cha ter 152 section 25 requires all employers to provide workers' compensation for their Massachusetts General Laws p another under an contract ed as eve the service of y As quoted from the"law", an employee is defined every person in employees. of hire, express or implied, oral or writte n. 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,partnerp,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 section 25 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,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company1 ' names, address and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the Department of Industrial Accidents for confirmation of incnran_ce 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 Deparment 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. City or Towns 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/hcense number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you 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 Investluatlons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eat. 406, 409 or 375 i 1 The Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street,Hyannis MA 02601 iffice: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: —Z6-os JOB LOCATION: `l number street village "HOMEOWNER': S-3G2� ��JB) name home phone# -work phone# CURRENT MAILING ADDRESS: �� Mfg- O(-1�� • 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 Bainstable Building Department minimum inspection procedures and requirements and that he/she will comply with said pr a es and requirements. Si ' e 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 h0she 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 adout such a form/certification for use in your community. I , �f t y Affidavit of Substantial Financial Interest O 2-4 CIS I,f �tcirwks P. astsk`c� I Z�Ir of Tz 1t { on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map 22 , Parcel ago The address of the property is 36 NA 2. 1 have too % legal or equitable interest in the real property which is the subject of the building permit'application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is Z-"-2,po-g , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 'ram IV. itisTL�;, �e 1a�2 ins - 6 i-i`i',e, 1.A..e- �.i •• ,�'�' �A�f�i3 4. Within the last twelve months, from today's date, which is 2—U-7yw'3, 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted O building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under,the pains and penalties of perjury, this& day of r « , 200 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT February 21,.2003 C15681.00 1 -w ! QA ,TAL 2 Larry and Jill Junda GIN RING 10 McGregor Drive COMPANY,INC. a Sherborn, MA 01770 i 260 Cranberry Highway i Route 6A Re: Construction of Four-Bedroom Dwelling Orleans,MA 02653 Larry and Jill Junda 36 Broken Dike Way Y` (Centerville) Barnstable, MA PHONE Y Map 227 Parcel 080 508.255.6511 DEP File#SE 3-4035 Orleans 508.487.9600 Provin town Dear Mr. and Mrs. Junda: 508.778.9600 As requested by you, Coastal Engineering Co., Inc. has computed the upland area Hyannis for the above-referenced lot. Coastal Engineering has determined the upland area to FAX be 48-611lsquare feet based on our Site.Plan dated and revised 12/23/02. 508.255.6700' F-MAtt. If you have any questions, or need further assistance, please contact our office.. info@ceempecod.com I WEB WEi Very truly yours, wwwceccapecodcom; COASTAL'EN INEERING CO., INC. w ENGINMU QG Civil t rk A. Joy, P.L. Sanitary Structural l Environmental cc: John G. Schnaible, R.S. Marine p Site f. LAND SURVEYING # TKEIl4ICAL SERVICES } CONSULTANTS f COASTAL ENGINEI RING exists to help our clients achieve their goals.We do this by understanding our clients'needs;by understanding the issues that impact their projects;and by providing appropriate consulting,engineering ; and surveying D:\D0C\C15600\15681\Junda Plan Upland Area Computation 2.21.03.doc solutions. f - � J AFFIDAVIT Stuart M. Van Tine, first being duly sworn, on oath deposes and says: 1. My name is Stuart M: Van Tine. I an attorney duly admitted to and in good standing with the bar of the Commonwealth of Massachusetts. 2. I am a member if the firm of Burns & Levinson LLP, 125 Summer Street, Boston, MA 02110. Since 1979, my major area of concentration has been real estate law. 3. I have reviewed documents and plans on file with the Barnstable County Registry of Deeds relating to'two contiguous lots of land known as and numbered 36 and 40 Broken Dike Way in that part of Barnstable, Barnstable County, Massachusetts known as Centerville. 4. Said lots are shown as Lot 9 and Lot 8, respectively on a plan recorded with the Barnstable County Registry of Deeds in Plan Book 239, Page 131. The Barnstable Planning Board approved said plan on July 15, 1970. A copy of said plan is appended to this affidavit. 5. From"73 to 1992,,'said lots were in common ownershipP,,belonging to Nicholas Revotskie and Gretchen F. Revotskie,husband and wife as tenants by the entirety. 6. On March 18, 1992,Dr. &Mrs. Revotskie conveyed the two lots to Dr. Revotskie alone. The deeds conveying the lots were recorded simultaneously in Book 8005 at Pages 117 and 120. Thus the lots remained in common ownership. 7. Dr. Revotskie died on April 15, 1996. At that time he still owned both lots. Copies of Massachusetts tax lien releases attesting to this fact are attached to this affidavit. 8. Pursuant to the terms of Dr. Revotskie's will, the two lots passed to the Trustees of"The Nicholas Revotskie 1992 Trust." The Trustees of that trust are his widow, Gretchen F. Revotskie, and Lawrence Junda. Title to the two lots has remained in the Trustees from the date of Dr. Revotskie's death to the date of this affidavit. Thus, the adjoining lots have remained in common ownership since 1973. Witness my hand and seal this 28th day of June, 2002. Stuart M. an Tine f r � 01 p COMMONWEALTH OF MASSACHUSETTS Plymouth, ss June 28, 2002 Then personally appeared before me the above named Stuart M. Van Tine, and made oath that the foregoing statements,by him subscribed, are true. A . A-AOM Notary Public MY p commission expires: 2005 �"`) RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00� �0,vo Alterations/Renovations 25:00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE / 9+112- square feet x$96/sq.foot= -,39 5 23 2 x.0031= 03% ZZJ plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE I Q square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) 1 7- 57,14� S?6 square feet x$32/sq. ft.= x.0031= 9* ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.60 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck _x$30.00= (� (number) Fireplace/Chimney _I x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee/�.,S proj cost : S� ;s ����T eooK:8005. Fact 27307 We, NICHOLAS REVOTSKiE and GRETCHEN F REVOTSKI.E, husband and wire., . as :tenants by the> entirety, both of Westar►, Middlesex County, Massachusetts for ,consideration paid of One Dollar '($1.00) qk graziL to NTCHOL 7S.REVOTSKIE,` of 68 Ro:lling Lane Weston,:.:.Middlesex Co+snty, -Massachusetts '_ with" QUITCLAIM COVENANTS A..,ce'rtai_n paxcel of lanI. d situated zt Barnstable {Centerville) , Barn table County;: Massachusetts, having a. street .addre s of 3�. Broken 'Dike Way, bounded afid described as f;011Ows:,` NORTHEASTERLY` on an arc, nineteen and 73/100 (19,73) test, and NORTHEASTERLY AND EASTRRI LY: or `Ar arc, seventy seyon. aa,d 09/100: ,(77.0 } feet, both by a Way as shown on hereinafter mentioned plan; NORTHEASTERLY'' by Lot 8 as shown on said plan, three hundred forty-four (.34:4}. feet., , more or Less;- NORTHWESTERIM: AND WESTERLY by. Centerville Raver and a.: ditch. as shown on said plan,, three hundred fifty-five .(355) . feet, iaore or less; arid:. .:. SOUTHWESTERLY 16 Lot 11 and by..Lot 10 as shown.on :said ;plan, three hundred seventy.. (37O) : feet, cmore 'or Less. Containing 1,6 Acres, more `or less, and being Zd4T gals ;shown on Plan entitled "Flan of la in Centerville sarnstable Mass. for The 8azristabls Developement, Tzust. Scale. 1 in. 6Q ft.'. `. Date: May 15, 1970 '" Charles`"N. Savery"Inc. RegSstered 'Engineers Surveyors Hyannis: So. YarmoutWr, which said *�?lar i;e del recorded with Barnstable County Registry` of 'Deeds ,in P1anrB.00k 239, Page III. Together with a right of way over Ell.:iot _Road as, shown ,on said plan in common with others who are now or may: ,hereafter be entitled thereto. The grantors specifically reserve :a right of way over so much of said lot as by implication of law lies within :the limits of any w.ay as shown on said plan. The premises are conveyed subject to q ...,.:.:,...:,.. r BOY 8005 fdcc 121 the rights re,s:e ,'ed }• the mrastees of the :said. Barnstable Development Trust to grant easements t:o pubiic service corporations for the install:ation' andmaintenanco onll public utilities in-, over, under and upon said ways and anchors...and, guys ways to support lines in said and on land dd]acent thereto, and subject,.to asements of e reco:zd. Being the same pre, ises 'can�'e7sd to us by the Trustees of Barnstable Dev:elopr�ent:,T' .'t by .deed. :dated,:.April 25.; 19731 duly recorded, with::sazd;'Deeds `iii Book .1657,,. .-Page 269 The above deserxbed premises are ::conveyed ;subliCt to.' the ;following restrictions...as appurtenant to tti'e remaining land o the `Trustees of the sa.zd :)arnstable Developm.ent .T.rust-as .shOwn. on heieiPibova mentioned plan., to whim the grarstee:s by the acceptance Qf tts deed agree to conform: h,. No. :Lot, shall be subdivided. No: mo're 'than one single family dwelling house with: garage shall be placed, .erected or maintained..on .said lot: 3. Subject to the Zoning. By-Laws of the Town of„Barnstable, 4. No building shall be, erected, placed., altered, maintained or remodelled on said premises until plans :and specifications are prepared by a. registered architect, who is a member in good standing o:= tide .American Institute' of Architects, and any such building shall be sited by ths :architect; and such p.lans .and. speci"fi.cations., together with a statement .by said architect, shall be submitted for approval to the Trustees of the said Barnstable Development Trust; their sudceasora o Z►arigns; or such other person. as the Trustees of the. 'said Barnstable Development Trust may from time to time appoint for this purpose. WITNESS our; hands and seaTa this/L�day of ti�7 r�Q 992, i. �L igio-LAS RE OTSKIE' AG ETCHEM F:�RE V Q T�SK I E 4 I 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE The P%CKOLAS 98ro3r~iC 1q9 Z TZv 57 Manual Trade-Off Worksheet Permit# Builder Name Date Builder Address Checked By 36�i�ro�enlJil l.�l..t C2�r{2rvilleF/1pp�� i Site Address 'Zone12 ❑13 ❑14 Date 1 Submitted By ��r" Slnr�d� Phoneme C,SS-3G2S PROPOSED REQUIRED Ceiling.Skylights.and Floors Over Outside Air Required Insulation x la Ara U-Value Description R-Value U-Value UA (Table J6.2 2h) x Area UA abk;( 6.2.2a) 30 ,0�5 Z i: "�-- ��-� ,oZ( 7- oo 9 Floor Over Outside Air fe able J6.2.2al Ts — n ft' Toil Area Z/50�' Walls.Windows.and Doors Required Description Insulation U-Value Are UA U-Value x Area UA WAS (Table)6.2.2b.ad) ` J '0 3 3za —• Z 64,Z 1 , 13 G t"7 Windows — 7 FRCor Table J1.5.3a1 � DO or Table 11.5.3b1 3E 1' C��� Sliding Glass Doors -- ` 7 i1 ///eft' C'7 FRC or Table J 1.5.3a) d T 1 TT J ftt ft' Total Area q11 IN Floors and Foundations Insulation Insulation R- x Area or Required Description Depth Value U-Value Perimeter -UA U-Value x Area -UA Floor Over Unconditioned (!'able " S 30 16.2.20 Basement Wall able J6.2 2n IN Unheated Slab it able J6.2.2 in. Hated Slab ft able J6.2.2 in. fY ft' Total Proposed UA must be less Total" 0 .-----. Total / C than or equal to Total(orAdjumed)Regalred UA proposed UA '� (G(p I J � � OR Required UA Statement of Compliance:The proposed building design represented in �---►Adjusted dwse documenu is condsant with the building plan,speelfncatiam. and other calculations submitted with the it application. Required UA IHOMSA. Accge- Bw/der/Dtuignw Company Name Doe 760.22 780 CMR-Sixth Edition 2/20/98 (Effective 3/l/98) ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J (effective 3/1/98) -TRE N%CKCy_hs TG M5Ku= L`iRZ(eusr Applicant Name: Lcrr �+nnd&,_--( As-ee, Site Address: 36 Brut�er`�e k�(/�1cw Applicant Address: 10 r_Dr�.V-e City/Town: Camer�ALta-�Ma Slne_1- orv� . MA t�'l o Use Group: Date of Application: C Z— 6-Zov. Applicant Phone: Applicant Signature: �« Compliance Path(check one): 0 Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.I b): Heating Degree Days(HDD63) from Table J5.2.la: (For items d. through i., fill in all values that apply from Table 15.2.l b:) a, Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value. R- c. Glazing%(l00 x b+a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE Component Performance: "Manual Trade-Off"(Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) Zone 12 C3 Zone 13 Zone 14 Attach Trade-Off Worksheet from Appendix J, (and HVAC Trade-Off WVorksheet, if applicable] HAScheck Software Attach Compliance Report and Inspection Checklist printouts. Systems Analysis OR Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE-FOR ADDITIONS ONLY: a, Gross Wall +Ceiling Area sq.ft. b.Glazing Area' sq.ft. c. Glazing%(100 x b+a) 0 ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table*J 1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration.• Ceiling Wall Floor Basement Wall Slab Perimeter, Depth 0.39 R-37 R-13 R-19 R-10 R-10,4 ft "SUNROOM"addition (greater than 40% glazing-to-wall and ceiling gross area) Attach"Consumer Information Form" from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved Denied Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) 'Mazine Area may be either Rough Opening or Unit dimensions. BBRS 06/12NA APPOINTMENT OF TRUSTEE I, GRETCHEN F. REVOTSKIE, the spouse of NICHOLAS REVOTSKIE, Donor of THE NICHOLAS REVOTSKIE . 1992 TRUST, dated February 18, 1992 , with NICHOLAS REVOTSKIE as initial Trustee, and we, JILL JUNDA, - MICHAEL REVOTSKIE, SUSAN REVOTSKIE, PETER REVOTSKIE, RAFAEL BROWN, and NICHOLAS ,BROWN, constituting a majority of the said Donor' s issue who are living and of full legal capacity, NICHOLAS REVOTSKIE having died on April 15, 1996, pursuant to the provisions of Article TWELFTH of said , Trust, with the removal of JANE GIFFIN BAIRD as Trustee, y hereby 'nominate and appoint LAURENCE E. JUNDA, of Sherborne,. Massachusetts, as Trustee of such Trust, to serve with the then serving Trustee, effective immediately. it Date rtvETCHEN F. REVQYSKIE Date JI L A Date M CHAEL REVOITSXIE Date SUSAN REVOTSKIE Date PETER REVOTSKIE NOV- air - Date RAFAE1 BROWN Date SICHOLAS BROWN REMOVAL OF TRUSTEE I, GRETCHEN F. REVOTSKIE, the spouse of NICHOLAS REVOTSKIE, Donor of THE NICHOLAS REVOTSKIE 1992 TRUST, dated February 18, 1992, with NICHOLAS REVOTSKIE as initial Trustee, and we, JILL JUNDA, MICHAEL REVOTSKIE, SUSAN REVOTSKIE, PETER REVOTSKIE, R.AFAEL, BROWN, and NICHOLAS BROWN, constituting a majority of the i said Donor' s issue who are living and of full legal capacity, NICHOLAS REVOTSKIE having died on April 15, 1996, pursuant to the provisions of Article TWELFTH, hereby remove JANE GIFFIN BAIRD as Trustee. Date OETCHEN F. REVOTSKIE Date JILt JLINDA L Datte MICHAEL REVOTSKIE Date SUSAN REVOTSKIE NoVQL—be-r Date PETER REVOTSKIE Date RAF L BROWN Date NICHOLAS BROWN i ACCEPTANCE OF TRUSTEESHIP LAURENCE E. JUNDA, of Sherborne, Massachusetts, pursuant to the provisions of Article TWELFTH of THE NICHOLAS REVOTSKIE 1992 TRUST dated February 18, 1992, and the foregoing Appointment of Trustee, hereby accepts the office of such Trust. SIGNED AND SEALED this r day of DEcfn.lm� 1996. RE CE E. JQpjpk COMMONWEALTH OF MASSACHUSETTS 1 ss �JeCem �t �'i , 1996 l Then personally appeared the above-named LAURENCE E. JUNDA and acknowledged the foregoing inst u en to be ' s free act and deed, before me. Lo NotajbKj Public ' ar., i�..:....... _ .,.. . My Commission Expire6;=' 4034 .3 t°ee.appnt "v `oFIHE7 • The Town of Barnstable BARNSTABU. • Department of Health Safety and Environmental Services MASS. a v�p i6jq. `00 �EOMp�° Building Division 367 Main Street,Hyannis,MA 02601 office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW e Owner: q J `� Map/Parcel:_ 22 1 — 0 ICO Project Address ]—, Tr6 r e Builder: U..)n Q—V- The following items were noted on reviewing: T v" a o ► J Q�- ' ,l �r t S/ t >z.r r ri a v e- OU Reviewed by: Date: L a:buil ding:forms:review FROM LJunda FRC NO. Mar. 12 2003 03:08RM P1 -- ---... ............__......_......... _...._... Fax Cover Sheet To: Jack Fitzgerald — Building Dept FAX#: (508)790-6230 From: Larry Junda—Applicant—36 Broken Dike Way, Centerville Total pages (including cover):, �i Re: Steel Beam calculated loads and limits Comments: Attached are the numbers on the steel beam (VV10 x 26lblft) as calculated by Thomas Moore Design Co_, the designers of the house plan. Joe Medeira (sp?)of Shepley Wood Products is preparing the loads and specs on the LVL beam for you and will FAX them to you directly in the next few days. Call me if there is anything else you require. Thanks, Larry Junda i - SHE' PEAK WITH SOFRT SHED PEAK W11�10UT.SOFFlT SHED ROOF AT WALL SHED Pam: NO OVERHMa SAVE WrrHOvr SOFFfr EAVE ` 45 +.i• r r 'J _ t Lh tE N Cl � O i ■� r . r } N _h � 5 '#•�hti•t*• + .1 IL f � Y \J i .. I r� .�j`,��^•-•yam^^ r ���� <�`r�`°� �� v �� ... � .�.1' �' 77q ................. 228168001 228178003 #1as �1 , g 228189 228171 a . 228167 #a0 #216 >, •y ; � F 228169 {f l3 dQ " i 22821.095 227080; v Via= T 227079 22770578 227,064001" #351 —1185 •s 227077 a ... _..M..,.. ...�..,. ... .. .......... ......_. _ _. _,..._.... #327 .....,,, ......,:.Y TLW'N, OF BA`NISTAB:;;E SE�.O1\1D EX�s�� ��iO�� �sBt1��'�.D - ��XP! ,�Z) �#f I<./C�4 c-' GEOBASE ID I3787 PARCEL ID 227 08O PHONEADDRESS 36 BROKEN DICE WAY zip _- C E N L'ERVILIUE - BLOCK LOT SIZE ---- I'o- 9 DEVELOPMENT DISTRICT CO DBA PERMIT 67387 DESCRIPT`�ON 4 NEW SIN FAM/ATT GAR L PE Bt3I D. TITLE NEW RESIDENTIAL BLDG PMT PERMIT TY _ CONTRACTORS: PROPERTY OWNER Department'of ARCHITECTS: PERMIT EXTENSION GRANTED Regulatory Services 1 ,363.60 ._ N, TOTAL EE'� �: ' s � BOND' $.00 Ox r W T 96.00 ep ;STRUCTION COSTS $372,0 VATS ,gO SINGLE FAY, HOME DETACHED PRI �B'ARrsrAB.t.c.101 AteQ �I: I �1639. FD MP'. i BUILDING ON BY DATE .ISSUED O3/12/2003 EXPTR.ATION DATE C �� i a March 3, 2004 Tom Perry Building Commissioner Building Department 200 Main Street Hyannis, MA 02601 (508) 862-4038 Dear Mr. Perry, I am writing to renew the building permit for#36 Broken Dike Way in Centerville, MA. Enclosed is a check for$50 (2"d renewal) for that purpose. The current permit (#67387) expires on March 12, 200A. Thank you. J Sincerely,— LarryjeA Junda, Trustee for Nicholas Revotskie 1992 Trust / 10 McGregor Drive Sherborn, MA 01770 / (508) 655-3625 5 3 f.�a r f 3 /0 TOWN OF. BARNSTABLE PERMIT EXTENSION GRANTED - EXPIRES 3/12/04 PARCEL ID 227 080 GEOBASE ID 13787 ADDRESS 36 BROKEN DIKE WAY PHONE CRAIGVILLE ZIP - LOT 9 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO I P RM T TYPE BUILD ITLEIPTION NEWDRREESIDENTIALABLDGAPMT CONTRACTORS: PROPERTY OWNER ARCHITECTS: PERMIT EXTENSION GRANTED Department of TOTAL FEES: $1,313.50 Regulatory Services BOND $.04 CONSTRUCTION COSTS $372,096.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE 0 • BARNSTABLE, MAss. i639. EO Mf►�A BUII ISiO DATE ISSUED 03/12/2003 EXPIRATION DATEY 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- ANICAL TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE INSTALLATIONS. 3."INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. I rev" i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL 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 v` VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA � , TION. NOTED ABOVE. TION. c5 Tom Perry Town of Barnstable I Building Dept. - _. 200 Main,Street,.' Hyannis, MA. 02601 Dear Mr. Perry, I was issued a building permit on March 12, 2003,for construction of a single family dwelling at 36 Broken Dike Way, Centerville. The permit number is#67387. 1 would like to obtain a 6-month extension to the permit as we are not quite ready to build. I understand there is a $25 fee for the extension. Please advise me how to proceed as the current permit expires on 9/11/03. You can just give me a call if it is easiest. - Sin rely, ence J a, Trustee he Nicholas Revotskie 1992 Trust(owner) 10 McGregor Drive Sherbom, MA 01770 (508) 655=3625 AA i 006.09. 0 4,t r /Lc�,pd;,C�S 36' 8,z key D;ke September 2, 200413 ' ;= 'AR1STABLE Tom Perry 2904 SEP -? PM 3: 59 Building Commissioner 200 Main Street Hyannis, MA 02601 Dear Mr. Perry, As Trustee of the 1992 Nicholas Revotskie Trust, I was issued a building permit (#67387)on March 12,2003,with the intention of selling the property with permits to a buyer in order to provide liquid assets for Nicholas Revotskie's widow. In spite of my.continued efforts to sell the property, as of today I have yet to secure a qualified buyer for the property. I have received 2 permit extensions already, and would like to extend the permit again in order to effect the sale of the property. While I realize that you cannot extend permits indefinitely,I would appreciate it if you consider my position and issue a Yd extension. Please let me know of your decision on this matter. S' cerely, a ence da, (T stee for The Nicholas Revotskie 1992 Trust) 10 McGregor Drive Sherborn,MA 01770 en b' 0 I 1 �n�J (��q DECK JOISTS TJ-Beam®6.20 Serial Nuumbver:700,'014`2"� 1 1/2" x 7 1/4" 1.7E Solid Sawn Southern Pine #1 @ 16" o/c User:1 4/26/2006 2:01:19 PM Page 1 Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Exterior Balconies(psf):60.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftfTotal 1 Stud wall 3.50" 3.50" 280/56/0/336 By Others None 2 Stud wall 3.50" 3.50" 280/56/0/336 By Others None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 316 -250 653 Passed(38%) Rt.end Span 1 under Floor loading ; Vertical Reaction(Ibs) 316 316 2231 Passed(14%) Bearing 2 under Floor loading Moment(Ft-Lbs) 520 520 1889 Passed(28%) MID Span 1 under Floor loading Live Load Defl(in) 0.042 0.165 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.050 0.329 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 6 3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes: See NDS for applicability of increase. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in.accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. JECT I MATION: OPERATOR INFORMATION: 136 rhal David McLean Broken Dike Way Falmouth Lumber enterville,MA 670 Teaticket Highway East Falmouth,MA 02536 Phone:508-548-6868 Fax :508-548-0649 davem@falmouthlumber.com Copyright © 2005 by Trus Joist, a Weyerhaeuser Business f DECK BEAMS BusiTJ-Beam®6.20 Serial Number: vY 05101, 742 2 PCs of 1 1/2" x 7 1/4" 1.7E Solid Sawn Southern Pine #1 Pagel EngineOVVeerson:6.0.6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dilmension:8` 'I , ,2 , Product Diagram is Conceptual:. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:7' Primary Load Group-Residential-Exterior Balconies(psf):60.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 1159/187/-97/1346 By Others None 2 Stud wall 3.50" 2.36" 2484/530/0/3014 By Others None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -1666 -1284 1305 Passed(98%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) -1784 -1784 3285 Passed(54%) Right OH under Floor loading Live Load Defl(in) 0.099 0.200 Passed(2U640) Right OH under Floor ALTERNATE span loading Total Load Defl(in) 0.106 0.265 Passed(2U601) Right OH under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U480,TL:U240).Additional checks follow. -Right Overhang:(LL:0.200",TL:2U240). -TL:0.313" -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. ORMATION: OPERATOR INFORMATION: Sirhal David McLean 36 Broken Dike Wa Falmouth Lumber Centerville, MA 670 Teaticket Highway East Falmouth, MA 02536 Phone:508-548-6868 Fax :508-548-0649 davem@falmouthlumber.com Copyright © 2005 by Trus Joist, a Weyerhaeuser Business C:\Documents and Settings\Matt Metell\Desktop\Calcs\Sirhal-Cant Deck.sms i v r t w 9 i v hii� i? , a , _ it � „. 13r per _ •. � � bS-D - - -- � . s r_//r� W Fp 2 i1 V ,. r ' 0 't. WF I S1 cm o v . 111 Q _ a z0" Olio"&. JO-7u8d r P4'_d' ! Fovrn/Cas tn'p't'•'L) i G�A,2Ac,E SC./a-$ (rrP/rwL) I I, _I fl p Q � REBAR TIES 7a S-X 1L S i Canlc4E%�/3totx s _ T.O.F•[d rrLt 4auY GaL. - O C7 h CR&-0(-(TYPIML SpRct 1 )W 6 w - W 6 AyzeA{'VIF) Ck_Aw� Cea4. T•o.F. crt�rE o (TYPICAL eR $ VIF '6 69a v. RikwlrJC S onlLy !-O S zIG Cor��eE 2 S r,D+r (rrP/rtr� ," w6 I�4as yezrH e'�. d sd? a A er APPROVED BY: A STr�IRS ! 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REVISED 3G 6Qoecc6j WAY DRAWING NUMBER ATTIC FwoR PCJtw/ ' I Tro y� /�� 00 P 00 O maw w C\2 M Q ' W a p �Q z o r) o E-4 b f'� 9',6" W N sl. sL. CLoS �' MUnNALL # z•6„ \,� �� %•. ^ F-�-I *6' SMOKE DETECTORS O.K. E- 1 [3A I - m s-, In. zs„ 10 aDov se" 5 N/ PANii;Y g,4 _ _ ® Mt�00M�$I r LIN. rOY�t; � (Va,WaiLNG) BAR AB E BUILDING DEFT. 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OO"x 30"x 12" FOOTINGS PULPING 5�C110N @ LIVING BOOM/MA5V\PRNOOM T� i3ULPIN6 5FC110N @ PINING VOOM/ MUPMI co z Q � �D M o a °p ¢ 00 h~ LO Q0 / w C\2 Q • boy / W M (D z o /SOLID ROM - MID-WN C � Q - x w Q U) o E-4 w Zs, b\ B Sav BI.A7JNG �� Q Q MID-4'NJ — —— — _— VaPY ' L I—i -5al, El 0 _ 5-I 3/4'z91/ 'lVL 1 (H.IHIFRAMEI7) � � � w 10'-O" lV — 50LID 61.IXXPJG FJr ,—I N 'I 91/2"ip155 JOISfS 16"oc E— F-I--I w p D� 2-I 3/Y.91/2'6 El 1/811 . 1.1_011 PAt ' SGLID fA.GCKIPY — p 2/4/200� 5�CONn FLOOF FpAMING PLAN ppoj�cf No, 22-869 nWG, N0, ; A 7 W co o Z I d � 'D 00 <� 00 Q TzTt�c C) • W Q I � W W O 04 C\2 Q W 12'-0" 24',0" c F E- P � \ E-1 C\2 m o — AP tr fo Q ova 101-0" o K Ti • - - _ � � W � W 4 ❑ U 4POSf IP I � _ `/'y/&yr I/81 l o l l OI I <51W170 M r7AT� ; 4 n �n — 4 p 2/4/2003 WOJ�CT NO, f?00F FLAMING PLAN 22-869 NOT: nWG, N0, ; ALL PPMk5 fO M 2 x Ias Co'16"o.c.LlW55OfMW5�NO D • N N Au26--0" 18'-(Y' V� I F 1 e As per Barnstable Code Order No. 2001=036: Second Floor Gross Area below the "attic'space": 1,883 sq. ft. t j Half story allowance: 1,883 sq. ft. X 0.66% = 1,242.78 sq. ft. , Proposed finished"attic space" gross area; 1,151.07 sq. ft. --d T (-12-3 7— � � I s 3-7 of w_1 r/ CF CTop (TyplctL) j _ }4 M t ! ` SMOKE DETECTORS REVIEWED i ' � 0G B LE UI� Y DING DEPT. DATE - - -------------------------- FIRE DEPARTMENT 1 DATE BOTH SIGNATURES ARE REQUIRED FOR.`PERMITT/NG rj'TORACE r V x. r ti 61 4 3 3 4'o /<g S/ 3 .` Q 4 a ,. °{ A 4 SGAt.E• i� _��8--•• -APPROVED BY: DRAWN BY u,*-SKYAL DATE: Ofo IO2'/o4` REVISED r 3G g2c a �� WAV DRAWING NUMBER r ATTIC FW®R ALA' I . • SMOKE DETECTO REVIEWED c�_ BA E BUILDIN DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRE-')FOR PERMITTING III Flil; ij 1 f I - - 1 �� ► 1--4 a�I I n SCALE: /a®r xp' r4.gGd APPROVED BY: DRAWN BY � N.k.JrAW4 DATE: //,2/�Dd� REVISED ' 3� Ir3�_� 2►,� wRy • C�e��"�;v,:u,t , see► f DRAWING NUMBER 21 - - - r I o'- lex �� L TYPICAL) 7T1f'1 CAL) 91 ,.I cm. ' " l o71 -- s�Aa ' M 4n I r Q{3�/Z CpN LktT7: FiU, LAL(-y CoL. w a e-� 7Z 164" T+ES 1b 1T''CowGLE7S /3rouc5 0 r qR 51 _ — �3ex30 x#a �w 8 x 4o OR 6(Ru+vresM�T� /�\ FooTvllS V IF \l (7YPrCAL) I soAtE VIP Rf 6'. 7Lg D SE:a< Lruk qF C "'� Fr c�ntrc M9+N}CN6 (02"c AAu,r w 6 a�F s o.c. tTvPru�) - n) RJ R-6.0,-rCA cJ. U0 R►iAt.__ t. - -- ' Le Fab,weu(7YPrZ.L) ---- W/ 12 X IO FTLT.&YP CMI 07AIJA n CoAfCar _ + SCALE: �'_ 1�$�� APPROVED BY: DRAWN BY H,u,J rRIM JAh DATE: 10 l2?to s REVISED W Arw:q MAln7 3� QR.ni4e.�Z11L I WA !3, ,b /,5'-o" !o'-o'' /5'-all &�P�u_c AA DRAWING NUMBER rbu,-J`SA7,oa PLAj A-A B-B c C� Cr- 6077 JCS y ►�-� 4-: Qk /I 5=6° T 2 �4'-6 2$,-,Q„ �e,( �v G'ti `�2 C� Zp ,a w2 _a„ S 7 1 wi p. aEc v- '�2 1 � I 0 52 5 W3 i :I� N II S 2-VIF _W 10 x 39-0 P, w 12'��2G� EC _ Oi i I (�'Y•quaz) W I G�J l i n o v10.( 1 I ?— 2C 1 wl OT 6c'NCN - II ------ �� -o i '_ 4r, f—i2-S iv 14 :r V if d�.�i�l(a kvo<r p�4j Liv-; a kDO&I Cou�nn�5 W-0" cf'.O" , 1-0 -- 'o i I W'! G C wi wl wi wl • f g'_O' ----� I 1 -' � rnR:r. �£r$�CC A J,' ��R ask r_ N. �� 7!p" 4'.O" �` ,� APPROVED BY: 7 O \ /j I SCALE: ` _ 1�� DRAWN BY >l k �IR HAL_ C f � V t�� DATE: 0O�2�/ar REVISED L A-A WRY �� �T I f� DRAWING NUMBER ti t av r�r offa O-4 , u u::4 o p_eleg ` G 1111 � a. i _ a -fl � j -- �� ? { { i (((��� T r ILCC'�� NOT F,AA4_, C.1 ( CA i 1 ryry l� Ar?Et2 B--�R.oRM - - cosv v 2Gt 2bo �--• a I 1 F}7T7C .fPAGt v f � OI o v ernC slpacc' wi CD i wl # Re. ♦ p APPROVED BY: W4-W1 IN+e� � SCALE: 1 = % DRAWN BY =L.D DATE:10/2-'•/OJr REVISED 3� lef nY-&� J fk-.& ujAY MA DRAWING NUMBER , y Beams and Headers schedule: i Suffix Type & Size Alternatives/Remarks i i 4Zo�emr�t. B1 W12X19 B2 W8X40 W1009, W 12X30, W 14X26 �� AS �3 e"kC,-v 3 @ l947 /N � e� 2 @ 2g47 3 lal 3 1 /4 X 11 7/8 1.9E LVL � - l a2 3 1 3/4 X 11 1/4 1.9E LVL t /r7.1a Bc"�J�Q one» �.�c lb 2 @ 1 3/4 X 11 1/4 1.9E LVL lc 3 1 3/4 X 9 1/2 1.9E LVL 3 1 3/4 X 11 1/4 1.9E LVL if Flush l d 2 1 1/2 X 71/4 Southern Pine#2 2 f )I/Z x �i ➢D v Rrua TO iJ J - a a le 3 1 1/2 X 9 1/4 Southern Pine 42 if 3 1 1/2 X 9 1/4 Southern Pine#2 2a W 1 OX22 io o _ 2b 2 @ 13/4X91/2 1.9E LVL 3747 o - \ 3a Ob 2@ 2941 � o o sr `C� e e-K/Sc� iu u nIo x;�c �ET6C o�-.f 3=1., '� 5' 4 i 2 X 4 w 8-TU s @ iC" o• C. w/ 2-/3 1n1 duLfn7vN _ o�Nc c �pca�1eCE I 1 2x/o rZyET�XS wl r2-29 /NSu[Fn��✓ _ LJt/��2c �nPticfig[E . SOFFIT Vt-W7S ON � � J'i�c OVc3Ct;6nl� . i I NOTN t 71/iCA%- rs•✓ &,4- , . i I i ' SCALE: NIA APPROVED BY: DRAWN BY ✓�{L.Si Rfsn °- DATE: ) /2.1 / p j REVISED 3� l3Rcuc� �1KE wRY CezT,-,vlLLE AAA DRAWING NUMBER Gj c N--k A L_ NO oTC- S. a- 2.4'/2 VO aAf7E)ts 2 x 12 /.�/f�G-••- M1n/,l/ � 12 . /�RIn/-T�_No.T�7b -�G•(� • , vrF LL o1@R� p oT.N' 2 k(Q C1EuA JbISTS _f w!SbFL,T VcUT , r 2:5t ea(TT�t?ut:.Y �/ thl✓- 4.' �VF�tthp ` � , Riff7QzL/6�oL� _ }1 CiEw'f TQr4�ok, 1@.24/-VIF) 1 i > i iArwL :l // 2x4 wAu.s-alas p P/TCH to a. l01-ILV 1F R-To "f NOT W R/3 ldamLAll , s .i (TYaotL - r7tr wAU.S I zx4 sRAu„r 1}} t � * c LVL BeWm 1/2 6,431 a w/ I X 3 ST"PPr..l c'-(7y-ICA-). . dR C�IY J. I - I�J f i c 2 k4 1�A1.... sniw1 S t O ` Q 1J/ R-13 i;i`c I � N • 1 C2 x12@ 16''O.C_ ) OAPIY j F` _ 2kq ko*1L S&,dt sR,psw� t-4/ R_13 3 O /V074: /NJ*gLA77vn/ PACcc q . �EZiL c0 �7YP�fhL) I t _ 7$o - t 1 i ' 4we'J To .iourr @ fEAmS • 2 X 12. 701STS @ "O It. .C. 'v - CTYP/CAL) �, f 2k12 0� T `o 2xI !L" R-!9 /nJ50lrtno� 7Fltm%/> SHic�j` 4'LOAM k., �77PicRi-J O.C.(7Y/iUL) Conlc¢2Te Fiu':F� lYIRJ. /Qc/$cCCA �Rr►a4�- LA/L•Y Cot- C7-Y,wZ49 / a APPROVED BY: (1 SCALE: I c II¢ DRAWN BY.,I Lt. IR DATE: It/2) 05_ REVISED 3� gRotce7J �Iu� WAS/ co,jca 72 ld-.y x/8"w �trJ i ,v 1 t..t.c NA (7YPrGlt) - .Fo-7NUouS DRAWING NUMBER. - JCC77OAJ g [3 • CT,PICBt_ .. cyT- 2 1/Z PLY woo'b �2 2X12 ` N 2XIa @ 22' V!F L J „ /o_ g d. w- CS L (TYF/CAL 2x4.wAu. Szv'� w/ R-13 �TYPi e*L X I D a I 10� RRF O.C. 2 Ta'7�s a l _.. PITCH VIF - (A kooF o 2XIZ 2X 12 2x10 . LUL LVL O_8" o.H• AEAm S �3ckrnJ 1 - QO O 2X4 waimr7A w/R-13 CJ'/p!u►L 2X12e IC"' O.C. w / ZX12@ C, 1 2x6 wAti.L STUD � Cr�p�r✓,L�74, II ( I oiLO i1 I /Y)ldcf. lL649cC.C.4 � X1Rlftt... rlr 1 1-1i r APPROVED BY: (� SCALE: , c 1�4�i DRAWN BY OAL. -- �- - .z 36X'1O WOO DATE: ///2//D( REVISED Up gao"kAz lip why C�E x1'7bv-v tt AAA loom x /8 w �0�i�✓uoul DRAWING NUMBER F-vo72A14S A-A 12 IQi&7E V r 2 X/o Riacc 1 x c e2c,r� goAa� @ iG" o.C. ID tiR 30 I/Z C,ra4 0,j �� i x3 S%xRrs m R-13 - w�OX39 57g Firs km.:� 2x 12 @/-,1-&/4@ cP%�QlrPS t OF 11vc'RHo?+� 8' Fnr�, �ooti i�..1�om 2x 4t/c�t w/ o - R_13 i�IrucAna,,/ i 12EIA1F.- oJG.KEiE • -. dH,tr.� - I � C7'/pl,-.4 �O /�RJ. 12 C 6CCCA J: U SRFM L — SCALE: APPROVED BY: DRAWN BYH. 10"H X 18"w — — — — DATE: /�/21�0{/ REVISED tv>uAvuout 3G sRDkg-.j 1.14Z WAY DRAWING NUMBER DO CnO.al C-C -ZZ \ 28 \ \\` III • ,, i I. � 11 � �\ \\\�Oy� . LOT — S \\\ \�\\\ •� \\ \\ \ -,P OPOSED 52'L x TW x 2'D LEAC+WCHAMBER \ \\ \gyp\ o / \ / II \ 665j' \ � \ \ !p F \ \ y \ ���F\ 40-MIL HDPE4NER W�29�\ I TOP OF UNER=1" \ BOMIM OF LINER=133� ss•\ O \ \ _- // � 4 PVC VENT WITH \ Q EXISTING GAZE�O TO BE ` ANIMAL SCREEN `\ \ Q`�°< — REMOVED (BY F AND) �, '`� . y�. \ \ \ W-3cr- 7� r" `, kp�'�' LIMIT 0� ' SOIL REM(WAL \ \ ao" \ \ EDGE OF GAZEBO \ / � 0 `=29 '.: a \ \ �� MyNIMUM 15' TO BREAKOUT\ W-31 E�EVATION=18.3 1 \ `\ \ W-32 Ar N. PROPOSED DRYWELL (T1P) _K :., �QO � Y r w ; .:. i \ \ / .< •��;� .., PROPOSED O O : / / :2s};:: i <v Q \ Jam: �' .�, J - .1� S? TON LINED a' '�:. .,1:AREA`• :,4•. '. ': ;��� .i' S E \ DRAINAGE SWALE 14 16 IN wv ^ � �LO:O+ oA /�— //®' 6i�./'� 200 f 1 ` ;�'<' "per W . \\ \\ �-. � / 10 INS ® W � --i / / �i�` ` ';•'; .E/1?�'. � �« � / PROP. DECK WITH 3' \ CANTILEVER Ok SONOTUBES / 03 PROPOSED RETAININGCD `i i PROPOSE M \ MACHINE / �\ 1500 GALLON WORK LIMIT & DOUB WALL (ELEVATION VARIES) 8 < r \ \ SEPTIC TANK i '• '�- \ Tpp \ \ i y STAKED HAYBALE/S or 0 / i W-5 -,S, r' Fo tom. �o,�. \ \\ �� \ P \\ N i� i ��N� 11 // �� W-4 ` \\ o 0 ,L � pq, 0 \ \ \ 9q \ £R 1\ K' 9F� j 1N_3 \ Fyn PROTECTION BY-LAW \`�3 \\ LOT - 9 \ w-13. \\; \\\ \� ��/ ��� // // AI 1.6t ACRES IfDH/G)Y - W-12 \ \\` 8--- -- -- - - --rep � / \ OF WERAN� \ . cc II W-11 I tl t i • ' ' pI''fin 01 4' - s o'_q 4 _ r2 8' o ~ IW 2a I I r W 2c t CTEMP-� \Al2o� W20- S2- !2'-D'' 4 t W 2a i — C� { 4 wz W20. S. 14-2"-� S 9 2LB" Li N ! NIA STEP- .F}E,R°0M ' ' i DI9 1 B t�k D�%� (7 ^li a. + N wl ADS h j _�% D9 ." 1 u 4.z s i oS o' c - �� 4 b bli)bLT oil ! , 8 � S I- SPACE kwm (,W2oL) St 1r m Ds —� -4 D9 w W1 \All � 'm W1 W1 APPROVED BY �/1 V�1 Wq SCALE: 1 �_ •• DRAWN BY 1}.EG. 9'Rlih (TEmP.) j DATE: REVISED c,0" .p.. �., gre, -� 0a { t7� Q" �`. ^ iF_utl.t.tr' �-I-•-.___._.-..-..___._-_--___--_...��._._.._. - ;��-_•_-__---` i y �j DRAWING NUMBER p_Q ( O-4 ' CJ Ctn ° i 1 s rJEe PLA,/ A-A C. C o' 6" a Oa 24)6" 2e2� v 1� _ 6' 4, j••TNP/CAL a _ -71 V►F W3A� 1 w3a 1Af 3 b f ,'; I ydq ( VJq 'f- 'a aq 41 Tv 6,v,TT.16 C G 1 9 M ' ViF iIleC11 AL 16' II a. C/2 l r� Rood Oa �i 09 kn � Vy,� ► w-....rnSS 41 #d , — 4n14 PaCvn, Lc-c a0 o VJi vv� , W4 �.v�19 i Mai. �. APPROVED BY: LA-A $�� - SCALE: DRAWN BY,#W U ----- 6 TE:.-'p2 Jf_o4,-- REVISED /Or [)° i � :II4�t y �id►GEC'." � �� ��Z� �Ji'�r. -` ----- DRAWING NUMBER Jirw7 FINISH GRADE ROM 28 DEEP OBSERVATION HOLE LOGS -- DATE OF TESTS: APRiI 16, 2002 PERCOLA110N RAZE : LESS THAN 2 MINUTES PER INCH DROP 4 MIL POLY OVER A 4' LAYER �`°°` ' ` a � � F h t J�yLTNESSED BY ; JOHN G. SCHNAIBLE, CEC IN THE C HORIZON IN DOH 1 AND DOH I' r DIA PLAN REFERENCES. L OF 1/8 TO 1/2 STONE EGEND 4 DAVID STANTON , HEALTH AGENT DIA. DRAIN PIPE / - ��� P 10,213 PREW `, / ;f'/ » ASSESSORS MAP 227 PARCEL 80 ■ BOUND x � FENCE DEEP OBSERVATION HOLE 1 EL = 20.2f `►' /' ' DRYWEU. ! 3/4 TO 1 1/2 N ,, DOUBLED WASHED STONE PLAN BOOK: 239 PAGE: 131 ® CATCH BASIN W — WATER LINE ,��' SOIL SOIL COLOR SOIL �' war DEPTH FI2�1 SOIL OTHER •�; � eROI�H� SURFACE H TEXTURE MUNSELL MOTTLING ,/ / FLOOD ZONES B AND A10(EL11) AS SHOWN ON FIRM 1� r � � » � � UR WATER MANHOLE ——10— — CONTOURl 0 - 2 0 2-0 - 2-0 COMMUNITY PANEL #250001 0008 D REVISED JULY 2, 1992 �Jf I, LOCUS TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS N WATER VALVE TOP OF COASTAL BANK PER BARNSTABLE ?' 2" - 100 A LOAMY SAND 10 YR 3/2 WETLAND PROTECTION BY-LAW SECTION to 7 HYDRANT' 10r - 270 B LOAMY SAND 1 YR 5 a INSPECTION NOTE o o / TOP OF COASTAL BANK PER DEP r -100' SETBACK REQUIRED TO SEWAGE DISPOSAL SYSTEM FROM,WETLAND RESOURCE AREA (COASTAL BANK) THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) E CAN BOX'! POLICY 92-1 -,' yY � 27r - 128 c MED. SAND N TYPICAL DRYWELL, OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. HARB� 10 YR 6/6 ONE PERC AT -•58 PROVIDED TO COASTAL BANK (SEPTIC TANK & LEACHING FACILITY) ® TELEPHONE BOX EDGE OF WETLAND ''"r T�Rvlu 80` INSTALLA11ON CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER _ -�'� -42 VARIANCE TO COASTAL BANK REQUESTED PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON FEW ELECTRIC METER� ..� BARNSTABLE, MA DEEP OBSERVATION HOLE 2 EL = 19.Ot REQUIRED.INSPECTIONS, DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER KEY MAP SURFACE HORIZON TEXTURE MUNSELL MOTTLING / / -" ' I ' + ? \ NO SCALE I I ff I �''• 1" - 60 A LOAMY SAND 10 YR 4/2 6s - 330 B LOAMY SAND 10 YR 5/4 -PERC AT 33 128 C MED. TO CS. 10 YR 7/6 NONE W/ SOME GRAVEL SAND DESIGN CALCULA TIONS o� �, ,/,/ / \ � LOT — DESIGN FLOW: 4 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 440 GPD `'-P�OPOSED 52'L x �'W x 2b 440 GPD X 200% = 880 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED z/ / > / / / / / \ \ LEA"G CHAMBER A 3&50'L. x 12.33'W. x 2'D. LEACHING CHAMBER CAN LEACH: 1 / Vt = (33.50 x 1233) x .74 + (3350 x (2) x 2)x .74 + (12.33 x (2) x 2)x .74= 441.3 GPD w0 // / ,/ h�� / / / P� sssT lQ \ \ f 40-MIL HD1'E INNER \ s INSTALL, ONE 1 - 33.50 'L x 12.33W. x 2'D. LEACHING CHAMBER Vt = 441.3 GPD > 440 GPD REQ'D. / / / / `� \ \ TOP OF LINER=18 `� ONE 1 1500 GAL SEPTIC TANK MINIMUM ALLOWED / i / / / / \ y \ \ / / � F •� \ BOTTOM OF LINER=13 3 � ' ONE ( 1 ) - DISTRIBUTION BOX (5 OUTLET) / /,�/ / / /� \ so. ss � Fo + \ \ \ o�/� \ \ / , \ \ 4" PVC VENT WITH \ \ \ \ \ /i/ / / / / / EXISTING GAZE' O TO BE \ \� \ ANIMAL SCREEN P�� \\\ \ \ NOTES / // // / / / / / / REMOVED (BY F�AND) �r,� �:4„ \ \ \ \ d� \ W-30� 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. / ,�/ / / / / / \ ��`/ / GAZEBO', + .7 ( LIMIT 05 SOIL REMOVAL \ \\ E OF WET(AND\ I �. \ 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF � ,t4� � >' .�. .. . ,; ��\ � �,• THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT '� OP / // / , / / / 1 I / �•...: ; <, ,.. ... .. : ,.. \ \ \ \ -- / / / M' MINIMUM 15 TO BREAKOUT \ \ \ 6� W-31 STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY `` // / /� / ,,.. W }tf� a' l :1 ?� !:' �. ;4� E�EVAT10N=18.3 y \ \\ \ \ ` COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST / :' : • ' • :: ;:' '�.* \ \ W-32 COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. // / "/ / / / `� „, : :''' _ / �`, / / / PROPOSED / kr .� ..''Y:;; t w, \ 1 \\\ '- '' "6- ' DRYWELL (TYP) Q `ti \: .,' ,.a':. ,.• ! \ W-34 END 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. � / /,. �.��: ' < ,,a: , . �. . •:' •', �. :.• ,'• ;;'���:::.':� ' .:. � ''� / I ..:,' ^:° .•*.*. '..`.;. ....:' 4. " Y. '. i, .., •, '•';: �,' •c,' :•fit.` � �� . r .., ,. , ; . .: .r :.�;.`•. ..t .•k 83• Y l A:�N' '••.q 44:5,', \� ��0 4 ALL GRAVITY SEWER PIPE SHALL BE 4 DIA. SCH 40 PVC UNLESS OTHERWISE / I J L .`i '''' •" 1;��.. \ 1 FT SOIL REMOVAL. NOTE N TH MINIM M OF 4 DIA. SCH 40 PVC SHALL BE 0.0 .,, , _. � , , •. .,. : ,OIED. E U SLOPE /FT / / / l \ . , , � :.: .. .:,, M .. .. ..•.. .r �+'... .,/,/, _- - \ O \..RIiS ;..r ', '' ' , .. ., ;,.,.,;..„•.;,, ..;. % .: + ,,.., PROPOSED R WITHOUT PRIOR APPROVAL 1/ /// \ .. O ,/, , , :,,2 , /, ERNE. :• .,•, 5) NO PART � THIS DESIGN -SHALL BE ALTERED OU LEACHING � � / " \ ♦ ...R-�. .. ,; �. REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5 OF LE CH o \ .� �2 .. �,, �, � •: .��'. ':..:' .,:r..:., ., .• .• .. ,, ••.. ••': .'',l.' ' r .�., STONE-LINED ✓ r • �' '::,•.,;,M:•;:•,r,. .., .. ,.. •:.:.:.Y.;... •,, \ / // �/ \ \ ,.,,, .,, p O O ,. 1,AREA.''•.,.�._: : ;, ,:: : : h. ..•t., :.; . _ ., FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF / / / \ \ 0 4 0 .,: /•., ;..:. �,. ,,.. ,..: ? ;:. ,.., .,.., ... ... CHAMBERS DOWN TO THE C HORIZON IN DOH 11 AND #2 AND REPLACE WITH � / / \ /,, 1 Q p h 4, �, , N .. W �• DRAINAGE SWALE HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR _ / \ \ \ \ 2 �. o �. �.�, . �, M �,'•'• ,4 SAND FILL IN ACCORDANCE WITH NOTE I� TO ELEVATION-18.3t �� / / // \ � Q �, ,, I :'• '. ;, , TO CONSTRUCTION. // // \ \ ♦ pQ wv IN ,. f ' 16t 2 RppQ ti 6 THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM. COMPONENTS \ / s, / a ) � // flo:0+ ,, .. , ® � �' zoo j � ' :.• ... ,...... ...•.:. . , .,. W SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES / \ \ < CHANGES IN DESIGN. 10 ►N. W __ e x? :.: THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND // PROP. DE WITH 3" - ,_�� 16 / , 7) E UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE / // \ °� . \\ CANTILEVER OIL NOTUBES \\ t / ' r \! WORK AREA DURING CONSTRUBON. :.. i70 8) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN �.`/ �` \ \ \ ♦ \ i - •► �/ / / / PROPOSED RETAINING \ GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS SIEVE PERCENT / / / \ \ '� / PROPOSED MACHINE \ ;. .' \ �� / 1500 GALLON WORK LIMIT do DO '' // WALL ELEVATION VARIES \s �. MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN SIZE PASSING \ I I \ \ \ �' / SEPTIC TANK ( ) .-< Do \ 0. .• , STAKED HAYBAL / { Z MAG NAIL IN PAVEMENT 45% OF THE SAMPLE, 4 100X v \ op \ ;�---� _�. ELEV. 7.82 (NGVD) BY WEIGHT SHALL BE RETAINED ON THE SIEVE. \ \ I � � � o,� t \ ,� .• fr � / / � � ��, _ THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. 50 10%-10O% / o _ THE MATERIAL THAT PASSES THE I� SHALL MEET THE 100 0%-20X FOLLOWING GRADA11ON REQUIREMENTS: 200 O%_596 \ � 4" — _ �\ \� 6 \ pERB� � N -- ii i� Op1'0 ��11 / // ��� W-4 `, �� \ �+ �"� �'o . p� D'BOX W-15 -> �_ \ �Nk p ARNSTAD�E�r4` . ' F�'� P��` // / / i \ `�� �o �\ W-1�4FRDFp / Ali y� /CY9 ` ` PROTEC N BY-LAW �- yam\ \ \\ ��\\?., — �� _ 12- LOT — 9 •. \\ �el Kl� ✓ W-1 \ / / ,�" „oaf„ ., s•'' ,a};t ; g * ,'s''`r+' ,'Y rr ,t�,r ��'`#' ;;� a• J , \ 10-- do 1.6E ACRES \ o In 100, 0 r *0 '� E��rsD y, / ~ `' --8— — — -- —' —••- / l W-7 `W-2 \ ''� - \ wV r \ 1 6- lam,! 52-0 A , " - _ _ - _ '_ *Vjk_NND w-8 3�0't \ �° / W-11 ONE �1) �6652'L X 7'W X 2'0 LEACHING CHAMBER DETAIL OF LEACHING CHAMBER END TO END TH l'-e OF SSTTOSNNEON�SI�AND W-10 W LOT — o +-, 2-0' OF STONE ON ENDS AND 1-0' OF STONE UNDER. TOP OF PROPOSED 2"LAM OF 1/'8r TO 1/2' OUNDATION'EL 23.50 DOUBLE WASHED STONE RAISE COVERS TO WTHIN 8r ' SCH 40 PVC VENT ELAN OF FINISH GRADE WITH ANIMAL SCREEN SCALE: 1r-- 20' 1 HEREBY CERTIFY THAT THE LOT SHOWN HEREON 3. 10/28/05 MODIFY FOOTPRINT, DRIVEWAY, SEWAGE DISPOSAL JKL FINISH GRADE 2' MIN. (THIS AREA IS SERVED BY TOWN WATER) IS AS SHOWN ON PLAIAQOK 239 PAGE 131 SYSTEM, GRADING, AND LIMIT OF WORK 9r MIN. } ,° it 2. 12/23/02 SMR �t 4 MODIFY PROPOSED WORK LIMIT/ SILT BARRIER; ,� �,"°� ADD RETAINING WALL SOUTH OF PROPOSED DRIVE 3' MAX 'BOX MINMUM D'�X INSID ` � � 3' MAX ; ,$ `rd � 1. 12/03/02 MODIFY PROPOSED HOUSE & SEWAGE DISPOSAL SMR r SIONS 12rx12' 40-MIL HDPE LINER I� t 4 DIA SCH 40 PVC PIPE DROP:Y MINN - 3" MAX I .I ` ` -Flow LINE 4r DIA-SCH 40 PVC PEE 2-o t SYSTEM; ADD STONE-LINED DRAINAGE SWALE 4r DIA SCH 40 PVC PIPE PLS � / +• SATE J v Z D E p— x .; N0. DATE REVISION BY dy 0 OQtAD eEwr f 2-0' , ,� �w��. � ,���' SHEET nnE saLEFlAW .r ' }' LAYER / Rl1� fit' 19.25 19.00INVERT EFFECTIVE PROPOSED DRIVEWAY 2 � 2 015681.OQ 1500 GAL , 17.88 r y , :r:, ,8.75 1&25 x� DEPTH hEASTDNE SI TE & SEWAGE DISPOSAL SYSTEM PLAN AS NOTED SEPTIC TANK , .. r r EXISTING GROUND DOUBLE WASHED w/10TARY TEES 3/4 TO 1 1/2 (FOR PROPOSED 4 BEDROOM DWELLING) -- °' 9/25/02 s COMPACTm BASE STONEfi'w a y NOTE: ;wR � � t r+ :`. exW 4 ": W/8' LAYER OF 15.68 s $. Ye.� : PROJECT THE trt SLOPE FOR ��y. CRUSHED STONE r �� ,Y THE INFORMATION HEREON HAS BEEN PREPARED ACCO DING TO SMR 4 DIA SCH 40 PVC {' PIPE IS 1 8r PER FT 1.5' 4' 1.5' 5' MIRAFI FILTER FABRIC z@CMKO BY / OOMPACTED BASE GAS BAFFLE USE ,�; � a THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL �� ` � `� HUMAM K. SIRHAL W/8 DYER OF "NF--TITS' OR LINE(S) EXITING D BOX IJST REMAIN,, } n CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWA6 E AND r ti ,"' w 'r d t cRusHEfl sroNE APPROVED EQUIVALENT 7' wloE fxcnvATE DOWN To SAND LOCAL BOARD OF HEALTH REGULATIONS. LEVEL. FOR 2-Or BEFORE PITCFING ^ DOWN T+0 LEACHING FACILETY ENO VIEW STRATUM AND REPLACE WITH �� Y w 36 BROKEN DIKE WAY (CENTERVILLE BARNSTABLE, MA C15681.dwg OUTLET TEE DEPTH x 16't LIQUID DEPTH 24't 20't NO GROUNDWATER ENCOUNTERED CLEAN COARSE SAND FILL _ , Y} BELOW IOW L cc77 BDTTC I OF DOH#2 E LEv=a3t W - -- COASTAL ENGINEERING 4 FT 14 INCHES STING LONGEST RUN :1f. >, a �" -^ ` 5 FT 19 INCHES : ;.:r SANDPRE-ESITRATUM, J r sr, +A6f�.�.'` 5 FT 24 INCHINCHES , -� r` COMPANY, INC. 7 FT 29 INCHESy p ,� ' ' PROFESSIONAL ENGINEERS AND SURVEYORS SD- 1 SCHEMATIC FLOW PROFILE �w , r w{ p�p�`-y' 260 CRANBERRY HIGHWAY / �.Bf.I G T'I�P/ ,� a/c..ak STONE LINED DRAINAGE SWALE ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 ORLEANS, MASS. 02653 NO SCALE (508) 255-6511 � r - C CE:C 2005 of _sHEErs : N 1 t eh ■ INS Pend V t r C1 f v � I /l'EY oAfA P a� �G A,L,St /:r 0oo 0 w ® 4 w z •.. lk , .l� ht ! 1 �IJ A f ��� �- • v Alll ��'s" E 1�VE�'!� �gh�' R08ERT s A Flo . r �_w.. . �,....i.LL,A,,^,•� ao p•®.• �. �.e• ' ram/ `a•t o.• - .! — -'� / Q, J.2 t A c e l 6 E. 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Y D lJ N di: B T �J•4' r�i� •A / d. as• SI t.7.1 A ' .. �' • ~N • U �•o�' Os w �. •' ..ea• $ fit•Z Z'7, dl� � s¢.�-r .• �h � �� Off.•• ,� ,. _:._,,.�0'„,i✓!DE 6p oo !O/. �t ••, .. G /q �,a •�" �r �/' '•i.®: 77g0' /Go. oo• �� LEONA�.TJ M. �'/Lt s��vhty ,iT vX 17 Ar 27, 03,1 t sq. .x-/- 1 c.a. /..� h 27, 433 �s4 �'T. 24, /-VIr ASQt A•'T, ® .Z�,G 7`� +�sro! Arr o � .�0,.4/D 0000. ,lX 3 ° • j , 3 oG t.�4. A.T. h V V 0� b• p �f A V - N — t,SAMSTABLE ly NO 17 CA A i7► t �i �`S.o 0.. 3 ' -•N`8'�� "/o/ Zv '•t.0. E.bl �t/C CDOidC E T 7M xUADMVISIOIf CON L.A �,�•/ . /G �/a• ce Approval of this plan is eubi®ct to N 7O.44 •�d I'� • JUL 1510 with covenant to be ,y .�'a"s'' •,. L o /N ✓� ��' t/�•,�'liV�roI9J ✓1p. C,fNrJ 0°YI.14& /q /Y S T LE MA�s FI Dace JUL 1 5 1970 I. HOWARD IV. S:^WIS, Clerk of the Tout of hereby rerti:y thy• ;tie notice of approval OAMY of t':i.t o l . . r „ * Planning utJ�Ali'�. iN or N p...t by t•:e 10.E n o, 1l�r-... bt. Boarc! 1--as ti-on recc iw.3 and recur,'. I .:. thit office and nn ems CAIII iy Z�17•� : M►�Y l:�7►C� V CrAPtEs aAp-.t a+ r�.•ived ettii.:¢ t••t- t.,.. •.,y days next a,aer A.AwI. Ntwem such ipt and ' II of said notice. ywt" •• call THAT TM 3URVEf�!L/►N wf:RE MwnE po 0 ACCORDANCE WITH U►11U(7QURT STAN..ARDS OFrem moc is ACCURACY f THAT TH[ ►OINAMENT PANTS SHUWTI ,"4�'v�4'6��9 y , HEREON ARE fM CUSTFMCC oN ou. �®v � LOT �� ��/N b /✓/T / l o !L VVV TUWN ( , jOA 4Ae sre��do�S111�'� AMA% ALI. CA-:9 /N?T .r*0,,WA` .45 APO&,I ARP&TO MA .SST. NY�iNiv/� -I IVAr RIovr-V D. 7 90 77 r 7., K% E 'A BS RY" ' -07 EER TE-.,,,."LESS JHAWI UK U-11. _q ' 16al m1w n A ITEOER'�INCH:�*P 6� A", MH AN OH Y �#2 D IN TH, bAVID.STANTON "'HE 4� j 02131 DEEP','�OBSERVATION HOLE #1 TO SOIL SOIL 'OF BARNS REGULATIONS DEPTH FROM SOIL` C Luo D TEM RF� NSELL),.l. �'�SURFA Homi6W`­ (mu MOTTLING SECTION 1.0 oll ��SMACK.REQUIRED TO�SE) A DIS OSAL',SYSTEM FROM:kiAND':P ES'0'URCE--AREA' (COASI 00 A 'p, 1O:YR'V2 LOAMY,SAND LEACHING'fACILl -M PROVIDED,TO COASTAL BANK (SEPTIC:TANK 10 2 LOAMY.,,,,SAND_� - YR �5/8 7 42' K VARIANCE TO'COASTAL BAN REQUESTED, 1 YR 8 ED, 12 0 , 6 NONE P13id AT, HOLE 2- TlbN' DEEP �OBSERVA SOIL DEPTH FROM ', 6SOIL��-,%�', SOIL SOIL COLOR THER 0. -SURFACE -,-,',,'HORIZON "TEXTURE (MUPISELL) LOAMY 8AND .0 A:4P al ,L A f% 7�- LOAMY,SAN6 19 ,r, 0/4 PERC AT Mm '10. NONE W/ SOME WAVEL 600 28" YR 7 x _��SANV' t" ON 7, LCI ll�,A Tl DES1 N C6 4�BEDROOM 'DWP 'BEDR DESIGN &M., S,,AT'l 10 GAL­'Pl!:!k ER OOW' 440�GPD G B80�bALLONS 'USE 1500 GALLON MIN. ALLOWED wl�ll L":*'�12_33 ,x �21).-,�.'LEACHING:CHAMBER AN A W. C Lt CH: ., 1Z5 -i 2k`.14 4-:�(MWi (2) x 2)x. 74= 441.3 GPD (2) d, JNSIA 4,. ONE,( `3150 12.33 W..x '2 D. LEACHING CHAMBER Vt­ 441.3 GPD > 4-40 GPD REQlD. IM ALLOWED::, - V J"Ill 150.'gc�t'SEPTIC TANK,,MIN UW 9) ONE, I DISTRIBUTION Box (5 N 0 E T S- ERS ARE NOT,ALLOWED'WITH: ESI THIS dt4 THE"INSTALLER JS ONSIRf F FOR �ASSURING THAT COMPONENTS OF 10 THE:SEWAGE 0SPOSAL`,,.SYSTEM 'ARE DESIGNED,*17H',"SUFFICIENT 70 SUS rAk kl- LOAD S'TO, BE STRENGTH: IMPOSED ON THEM.-, ANY T AFFIC,MUST CwPON! V -SYSTEM WBjEtf,"TO�,VEHICU W­ TR ENT OF Tlit;' COMPLY -�20'WHEEL LOADS. tIW* A All STANDARD.,OP� XA'S.H.,T.O._'H P OR 70", TnNG A Y CdMPONENT,'INSTALLER :�VERIFYIASTIN d CONDITIONS;INCLONG EXIT INVERTS, ANY D'' GN ENGINEER., ',,�,MD:REPORT' ISQREPANCIES�-,10 IHE�'DESI t 0 ;ALL-`GRAM.SE00 'P 'SH)U BE,4 L 4) PE v D k�-`sw THERWISE N. N THt'll:MINIM6k�8LOPE,OF'4",-DIA-"SCH 40 '0t�,S_H ��BE'.O.01�,FT/tT. 'ALTERED�,WITH THIS;�, 13E, ROVAL' PART Mkk -THE'AGEN , - BOARD OF 7HE.PESIN ENGINEER�,AND, T'OF THE' LOCAL v 'WAL'M.�",-,,,-,,,,.�l���KOUESTS�,FOR��OiANGES:-SHALL� BE MADEIN WRITING:PRIOR J, `4 t,;� SE"OF'ALTERNATE MANUFAClIMS FOR :SYSTEM' 'COMPOWENTS �blf-:APPROVED IF -THE',USE'017�1 QU EQUIPMENT RE IRES 'CHANGES,IN, SIGN. DE TAW,' ��OF ��iHEli�IST'Akli' SHALL, TAIN,. E lOCATll*"i` EXISTING UNDERGROUND �PRIWJO VA ON AND-SHALL',PROTECTUTILITIES, unu7IES WITHIN, THE U WORK iAREA DURING RON.",:":� NI: :A, 0 Cl) "e, ­,,D BOX Z 0, oil W-14 00, ALL t 77,� W x N11 4r'If 100 -6 33 W-1 *40- 2 17N ' ' D A ETAI OF: LE IN, H A ONE (l)- 33.501 12.3SW X 2'D LEACHING CHAMBEO �: ol� t, x �N -6" x ­10 X,2-10 LEACHING, CONSTRUCT BY PLACING THREE .8' 4� -07 STONE ON ENDS-AND CHAMBER UNITS END,TO END_WITH V S-9- STONE�OWSIDE& t(USE 500 GALLON LEACH 64AMBER UN11S or ' AS MANUFACTURED BY SHOREY'PRECAST EQUAL). ATION EL - 2150 IMSE COVERS TO WTHIN 6' SH OF FINISH GRAN N� a WBOX LON" DISOX IN9DE "DIMENSIONS 12*xl:t S MAX INA SCH V DROP:20 MIN 30,MAX " 'k PIPE UNE 4*-DIA'SCH 40 PVC PIPE, 1, 5 TO t;TONE EFFECTI PROPbSE DEPTH 2'-0" VE: Ali 19.00 3/4' TO 1 .1/2-1 19.20 DO(81 �ALL INV. WASHED STOW COMP ACTED BASE r7K, ­,,t �.,Cx MN'.x I OK rOR "i CRISHED-STONE 3' Mlt, _W/ 60. LAM,OF 17 1HE DIA SCH 40 Pvc,; MIRAff Fl IS i/gv PER_FT GAS-8 BASE UNqS) -71 00V� DVOX MUST�ZEMAJN W/ 6 YER OF ly 12!-e - END MEW 0PROVED -07 BEFOK PfT0*NG- FOR 2! DOM TO LEA0W FAMM STRAfUM�A DEPTH' OUTLET TEE U(m`DEPTH 'NO CROUNDWATER ENCOU TERED FIM, UNE &3d: LONGM-RUN BOTTOM OF,DOH#2 ELEV. +FT 14INCHES 6 FT': 2444CHES� 7 fT 29 44CHES ovoo L 'i t PROFILE" SC HI EMA W, IC`t�f Lo A INSTALLA MUST,CONFd04,,,TO(�THt,,MINIM M REQUIR S 1IONS U WENT A G, P PLAN ;"RE",FER, W LEG t�� 4- :7 FENCE,��: -�-,.,BOUND, ASSE SSOK,MAP,- �7, �­CATC14 BASIN PAGE '131 �-- " ' ' ­,:� :7�,"'­ ,�' '., � , r , , PLAN Oft"'130 WATER LINE' A) ONES B��AND:410(E01)`AS:tHO WAT :,CONTOUR' ON FIRM' FLOOD Z v, 0 ER MANHOLE _4 Loa)$ 'AN" Com MINI N P E #250001 '0008:D REVISED,jULY I, 1992 wy .......................... .......... PER,BARNSTABLE', X WATER VALVE:,, TOP OrtOASTAL�BANK' WETLAND PROTECTION,BY—LAW YDRANT SPECMOW,� , NOTE H :PER DER TOP OF�COASTAL,BANK -11,q 5"REOUIRES]NSPECTION(S) THE STATEINVIR6NMENTAL'.-Cobt,�, CATV.BOX , POLICY 92 1, OF;THE,SEWA GE DISPO��`SYSTEM BY JHE-,DESIGN ENGINEER. PH BOX 6E OF"WERAND ENGINEER, TELEI ONE INSTALLATION TRACTOR MUST,NOTIE� ARN TABL UA SSION ON ELECTRIC'METER PRIOR TO,"THE START OF. INSTALLATION FOR DISCU REQUIRED INSPECTIONS.,'-'..- 0. y MAP ALE 0 �j j" N v 114 p N `8 77 :7 < j 'IN Illo, jo Ns pnpdsm x 'U!5ot" I I NSA X''2D> -29, MAOW�OiAMW �kl e j , j 7, 33 kft) W-31 4;, -g' .......... 2 a VA Q_w so PROPO GAM ;00 ;otl ON STON E—LIN Vo ED' DRAINAGE:SWALE '4� vp 0 A: r�' ,,7 RETAl" WAM oo ro ­7' *-IT 7 40# j 161a ow �4 -No C:> co FROP :PROPOSED RETAININ WALL (ELEVATION VAR PENCHMAR IES) ENT PROPOSW MAO MAG NAIL IN' (NGVD) VO"IT A DIOU til�. 7,8 W-4 -All k6­ AW IOT, 9 1.6f ACRES AIL A *-7 V-2 78 7`� —4� fv-,� 10 LOT �ee W-10 IN 1 � 4L Ll ,-PLAN .. RRIER; ALE. 1 20,, 1 HEREBY CERTIFY THAT.THE LOT SHOWN -HEREON IS AS SHOWN :ON PLAN 80 A 2. 712/23/02 MODIFY PROPOSED,�WORK.-UMIT/,48ILT,"BA SM �4�239 PAGE 131 IS'SERVtD BY TOM WATER) D !tA. ADD RETAINING WALL SOUTH OF, PROPOSED RIVt Kr.,, MODIFY PROPOSED, HOOSE4'.SEWAGE�DISPOSAL`­�,��_�,�'l 12 /03/021,, SYSTEM; ADD,�'STONE—LJNEDI LS y_ 2­0'+ NO. "0" P b,3,rv,,)DTE. RIE e�, SHUT JInE 7 NO. i pmw -­-,Cl5681;O0 f LAYER -l" WAGEDISPO Q : S -NOTED PtASTONE Xl) S/ vo TE & SA Aff,�, UOSIM'GOOUND DME.- 4. PR BEDROOM�,,,DWELLfk '41,_'l, 7 % 9/25/02 OZ NOTE MAWN trr 77 777. THE INFORMATION :HEkON HAS BEEN PREP EDA DING,TO ' i0f� THE THE REQUIREMENTS OFTITLES S MENTAL u ME eFOR'SUBSURFACt DISPOSK:OF�,�SAANNJ Y IA AND LARR Y NDA BOARD"'OF, HEALTH REGULATIONS TLE tM LOCAL CJW81_� 36 BROKEN'�DIKE,WAT '�-,k%.Or-"IER�ALLE)�8ANSTABLE�',�,� A _,4 71Y.".141.i AA Sr C­o� A TA ENGINEERIN, [STING OMPA SAND,STRATLW,._�� c & LA 0 C� A, y ky 260"TRO PROrES810NAL"ENQIN�t 5D 41 '"VITA "Ni, 2002' C Wig:-� '� � C✓ cc Omer if I Y C1,�5: L MITI #I V j �F-PpOoM # 1 ! i — KlTC��N WNPOW 5CH� pl� - - -- -- ! YrYf' M,APJL1[ACIuI�r'5 U1.11T VOUGN OrLtAltJC.+ MAPK5 I C� y v i 10 A at�J t�� t� cU 1, _ X A5F MerC — ---- 2' N C 13?/ 35 C 135 8 t 3 5 3/ 8 CA51EMEPJT COW INA11ON j J CTCW 2 CIpCI FTOp - f� { � ININt� S COY I it it CW I�� 3 -i �'/ 8" x �'- �18" CA51EMEIAT COM[3IPJATIOt'J - W Wom !! !! F / A M.3, � - x 3' 3 8" C 5� L I"Jr �--- ;e, , J It ! i! 7!! !! It j14 F-+--I j i f !! Ayi 'l0 5/ 8" x 2'-0 5/ 8'' AM i M 1 ,! 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