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0050 OLD STAGE ROAD
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INK I yal) 6 17ilt v U'd I ZT941 iw�14-*,�1,1 V1 �yj; 1�, A ��, A, ,I W.. p6 ZI li�i il, If- 0 pip", 14t�1-e: Out I -xv 164 AWEI N Yp" fk f I, I J 1': �11 V 73 r 'Ni I I N4 q� 'A r', A4 I Wim,A I Ye, 1, Or 7p i V Y" ;,YD fl, 41'* Fm ;� ki 5." k J�, #1 wlz 00011j"i 7141 qj I Ni lf, 14 W"NPO011" ;Aii 4 'VN 04r, n,r1l j W 11 Oil. pf!q� 4 -,, �r j. 4i fb`44 eq AI ;0 v Vt. M I i ;P',l jnl, ri A,4 w 1 "411 v ji l, % - 'J� 4__ 1 1 1 y Y, 1,-1 1,11 . "vill.'lle-1 IMP V� Flo Vol I i;If iv 1, 14 41 Iiv, "'T, It Wj -T JY4T Tt 71-4 ir v I ("'i ffif'."41 ff? 11 4� 41 1, I �V lip if 171 .4vi rV, 14 sit 'qj 1i At �4i a f lit PLAN BOOK 398 PAGE 19 W PLAN 8001( 389 PAGE 19 0 0 o ,U) N . S 805920" E CB_DH 0 0 r\ z (0 CROWLEY I DEED BOOK 1343 PAGE 754. I m M U W CC) a In 00 N (p ;7 inca d o M O z O DISPUTED AREA p a m m I.P. 119.4220' BY DEED W Q FNDf LO S 80 59'20" O I 0 11 47' S 8--3_ C.B. � w ( 8'47" E FND Ld m}o } o SHED. oo `� Q-_j "m PROPOSED ''� o cLO Q o o ro ® ADDITION o L rj N r U ^ 23.0' C N O z N 1+.0l PROPOSED ' o N o= DECK co .� W w_ ° N O N 31.4' PROPOSED 0., M c 2i.7 mADDITION :`� z N is a 0 0 � o o S 14'05'52" W z 20.5' c ^ 122.89' 321/52 2ZDI 30 9,CID 0) ,ro g -7 O 7 103.82' N N 76'163g.. 103.28' N 79.12,5 W C.B. (1p3.3g) 5„ W FND PLAN 840K 5 85 )8182) N 76•16,39" W E 82 54.80, FMLY SANDRA L ALLEN r- N 30 0 15 36, 60 120 ( IN FEET ) 1 inch = 30 ft. 13,142fsf 0:30fac SEPTIC SYSTEM LOCATION FROM ASSESSORS MAP NO, 208 PCL 40 BOARD OF HEALTH RECORDS DEED REF: BOOK -1292.4 PACE 151 - OFFSETS TO PROPERTY LINES ARE FROM STRUCTURES AS PROPOSED BY APPLICANT AND [SITE PLAN PROPOSED ADDITIONS DO NOT CONSTITUTE A DETERMINATION OF COMPLIANCE WITH ZONING SETBACKS OR AN OPINION AS TO APPLICABLE HORIZONTAL OR VERTICAL SETBACK REQUIREMENTS. IT SHAD. BE THE RESPONSIBILITY OF THE APPLICANT TO PROVIDE SUFFICIENT FACTS AND 50 OLD STAGE ROAD DOCUMENTATION FOR DETERMINATION OF ZONING COMPLIANCE BY THE BUILDING PERMIT IssulNc AUTHORITY CENTERVILLE, MASSACHUSETTS �Ha� SCALE: 1" 30' DATE: 3-09-06 DAVtD s THULIN 4 DAVID C. THULIN, PE, PLS v No.3.9403 Z 211 MILL ROAD EAST SANDWICH, MASSACHUSETTS 02537 q U �dSUM4 .._� PREP. FOR: KAPOLIS DRAWN BY: PST I CHKD BY: DCT Q 1a d JOB No: 02-095 REV, U ONE SHEET r .. A TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map n2d Parcel_® Y O Application# Health Division Conservation Division Permit# 1�n 5��Ct Tax Collector Date Issued Treasurer Application Fee o?5 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis -� Project Street Address .52 04T0 Sr�g ✓(d Village `l� Owner ��a z_ ' Address SD (32d.57apvo Rd. 1.2o-�tia� Telephone 619 &6625 ;,.,Permit Request Ano-r% G -P—IR C72'Z , -7-e C-3 Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑No 'Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new i Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 _ _» a - Commercial 0 Yes ❑No ^TIf 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 0 G - C9 r O 6 FOR OFFICIAL USE ONLY " PERMIT NO. DATE ISSUED a MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ` FINAL BUILDING f 0 DATE CLOSED OUT e f ASSOCIATION PLAN NO. 1 g� ' Town of Barnstable �FTME Tp� Regulatory Services • Thomas F.Geiler,Director BpRxStABLE, se 9 �� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstAble.ma.us Office: 508-862-403 8 Fax: 508-79076230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: 5 O 60 5g64 P R 17 number street village "HOMEOWNER": name home phone# work phone# CURRENT MAajNG ADDRESS: l D � 7 city/town state zip code / .The current exemption for"homeowners"was extended to include owner-occupied dwel]ings 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 resonsible for all such work performed"under the building permit. (Section l09.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,:rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeo 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 persons)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 �IKEIp Town of Barnstable ti O , • Regulatory Serv' ices- S MASS. Thomas F.Geiler,Director o;9.�A,`� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR ,.owner of property located at hereby that Y certify f 61 �'IDr1iUcP�CL. Sfcv���� ������,cS is no longer Construction ` Supervisor listed on the application for the project under construction as authorized by building permit# , issued on 200_ I understand that the project under construction must cease until a successor licensed° Construction Supervisor, is'submitted on the records of the Building Division. PROPEKF4 O DATE i q/forms/newcontr reference R-5 780 CMR rev:080102 OpTME rqy, Town of Barnstable Regulatory Services sn MASS. e'p Thomas F.Geiler,Director 1639. 63 ,00 - lED 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 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Costavo Address of Work: SO Old Owner's Name: /IlGl�1o/itSj¢�i7 L<S Date of Application: Oel, —/9- OG I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 QBuilding not owner-occupied caner 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 Signature Registration No. OR ®( - 17_O C Date Owner's Isignature - Q:wpfiles.forms:homeaffi day Rev: 060606 1 he CommonweauH of lvassacnuseus Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 y www mass.gov/dia Workers' Compensation Insurance A#ridavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly -T! Name (Business/Org?nization/Individual): �C�rd,�i� �.J eAecs&r r Address: go n;d s-Lv!!,e City/State/Zip: .('g_eA-tc,, '✓1l e'— YV Icy(V02 Phone#: Q/ gyO 45yo25 Are you an employer? Check the-appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. El New construction 2.❑ I am a sole proprietor or partaer- listed on the attached sheet 1 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp.insurance. 9. ❑ Budding addition [No workers' romp. insurance 5. ElWe are a corporation and its 10.0 Electrical repairs or additions required.] officers have exercised their 3 am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions elf.(No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t . employees. (No workers' 13.0 other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: Policy#or Self-ins.Lip. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500,00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the-violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains andpenalties of perjury that the information provided above is true and correct 5i afore: Date: eP6 -1 e P -o Phone#: Official use only. Do not write in this area,to be completed by city or town qfficiaL City or Town: Permit/License# Issuing Authority (circle one): 1.Board of Health 3.Building Department 3.City/Town Clerk 4.Electricai inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as "an individual,partnership,association, corporation or other legal entity, or any two or more Of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the . receiver or trustee of an individual,partnership©, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and.who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." . Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance 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 fnr confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom. of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. . Please be sure to fill in the permit/license number which will be used as a reference member. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for 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 like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, IAA 02111 Tel. #617-727-4900 ext 406'or 1-8077-MASSAFE Fan�r 617-727-7749 Revised 5-25-OS www.mass.crov/dia fi >; TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0 Application# Health Division a�f� ®6 1 Udu -r-70 �_ _ Conservation Division / i g, Z113/06V Permit# �Jax Collector t A Date Issued 2 0 Treasurer o� L ARlication Fee ° Planning Dept. ENffMNQSEPTMC SYSTEM Date Definitive Plan Approved by Planning Board LIMITED TO / #OF BEDROOMS w,.lrft,t, (iBi'ri ,S)S-.l Ch Historic-OKH Preservation/Hyannis 11� �_ / / Ij �7�q f`�/G( �1 (��(/c j�ddh, Project Street Address Village l v�U Owner h) ( CN- ULk4 Address Telephone Permit Request `�w /1-06 P P6 /2A), T L-0 / 7—/a oo Square feet: 1st floor:existing proposed 1476 2nd floor:existing 331� proposed Total new Z�� Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 3 �i�I Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. -Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) E Age of Existing Structure APP. Historic House: ❑Yes o On Old King's Highway: ❑Yes ,o Basement Type: ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) '! 0 7 Number of Baths: Full:existing I new Half:existing nev Number of Bedrooms: existing new _ r� Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: Gas it ❑ Electric ❑Other Central Air: es ❑No Fireplaces: Existing �_ New -3 Existing wood/coal stove: ❑Yes YNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size '�� Shed:misting ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes If yes, site plan review# Current.Use SZ"_G C 19'YY!l Proposed Use S� BUILDER INFORMATION ` Name 'h/��— t D e �✓21 �l Telephone Number 50V y2z I Address TO VD 4161 RAJ 'S � License# D �t2"I QL, Home Improvement Contractor# f 2 9 3 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I SIGNATURE DAT ` G ,` r FOR OFFICIAL USE ONLY ^\ 4 PERMIT NO. DATE ISSUED MAP/PARCEL NO. f ; -' _M /-- < s' ^e ADDRESS 'f - VILLAGE OWNER DATE OF INSPECTION: YAP, FOUNDATION FRAME q1 2 b 66 I� INSULATION FIREPLACE v a 1 ELECTRICAL: ROUGH r FINALIr r PLUMBING: ROUGH rnt FINAL ' GAS: ROUGH �ryy FINAL l G ' i. FINAL BUILDING t� •;-; _ � i 0 ? DATE CLOSED OUT r ri r` ASSOCIATION PLAN NO. 0 ' Department of biditsfriai Accidents Office-of Investigations, .* + 600 Washington Street ' Boston,MA 02111' y www.mass:gov/dia Workers' Compensation Insurance Affidavit: -Builders/Contractors/Electricians/Plumbers &pplicant Information Please Print Legibly Name (Business/or;xomdonandividual): C).5/ 2 WIZZ 0`c,,2-J /A J C _ Address: / D yz 57 ?11� ,5j E City/State/Zip: - 6S r'�12�i Phone#: l Are you an employer? Check the appropriate box:. Type of project(required); ❑ Z am a employer with 4. ❑ I am a general contractor and I ' 6. employees (fhr and/or part time).* have hired the sub-contractors ❑N construction .❑ I am.a sole proprietor or partner- listed on the att'aehed sheet 7. ���1emodeling ship and have no employees These sub-contractors have 8. ❑ Demolition Working for mein any capacity. orkers' Building insurance, g. ❑ Building addition [No worker? comp,insurance 5. L We are a corporation and its officers have exercised their 10.❑ Electrical repairs or.additions -required.] . 3.❑ I arri a homeowner doit1g all work. - right of exemption per MGL 1Y.❑ Plumbing repairs or additions myself.[No workers' comp. + c..152, §1(4),and we have nc1 12.0 Roof repairs insurance required.]t ealsployees,[No.workers'• comp.insurance required.] 13•0 Other Any applicant that checks box#1 must also fd out the section below showing their workers'compensation policy information: Homeowners who submit this affidavit indicating they axe doing all"work and then hire outside contractors must submit a new a9idnvit indicating such Contractors that check Us.box must attached an additional sheet showing the name of the sub-contratrton and their workers'comp,policy information• am an employer that is providing workers'compensation insurance for my employees.'Below is the policy and job site reformation. nsurance•Company Name: ?olicy#or Self-ins.Lia#• U.J 3 3 Z `-0 G G Expiration Date: / 6 fob Site Address: G,� �(��� City/state,v: C LTA' Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to.secure coverage as required under Section 25A of MGL c. 152 cari lead to the imposition of criminalpenalties of a fine up to$1,500,0Q and/or orie-year#mprisoument; as well as civilpenalties in the formof a STOP'WORK ORDER and acne of up to$250.00 a day against the violator. 1�e advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and p aloes of perjury that the information provided aiiove is t e and c rreet Si tare: , D ate:* �—• / ' Phone#: Official use only. Do not write in this area,to be completed by city or town official: City or Town: PermitUcense# Issuing Authority(circle.one)z 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Rlectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: J ' Information and Iistructions haws chapter I52 requires all employers to provide workers' compensation for their employees. lass General person in the service-of another under any contract of h1re, ursuant to this statute, an employee is defined as"...every xpress or implied,dral or written." =' oration'or other legal entity,or any two or more em layer is defined as" ?�d � ,,P�°eq�,'..association,Farp :... P e and including the legal representatives of a deceased employer,or the ' f the foregoing•engaged in a joint enterprise,, to employees' Hower:tlie 'eceiver or trustee of an individual,partnemship,association or other legal entity,emp Y��P Y. , hoes a having not more than three apartments and who resides therein,or,the,occupant of the )wrier of a dwelling persons to do mamteriance,construction or repair woix•on such dwelling house iwellinghouse of another who employs p • entbe deemed to be an employer." or on the,grounds orbuildmg appurtenant thereto shall notbecause of such employment MC chapter 152, §25C(6)also states that"every state or local licensing.agency shall withhold the issuance or permit too operate a business or to construct buildings in the•commoawealth for any .renewal of a license or p P applicant who has not produced acceptable evidence�of compliance with the insurance coverage required." Pli MGL chapter 152, §25C(7)states"Neither the commonwealth nor any ofits'political subdivisions shall Additionally, enter into BUY contract for the performance of public worlc•untd acceptable evidence of compliance with the insurance 1equirements oftlis chapter havebempresentedto the contracting authority." ,Applicants ; the workers' compensation affidavit completely,by checlang the boxes that apply to your situation and,if. out. their certifies s) of e fill along with te( Pleas one mrmber s g IIECessary,suPP1Y sub-contractors)name(s),addresses)and ph () with no employees..other.fhan the insurance. Limited Liability Come anies(LLC)or ,invited Liability Partnerships(i,LP) members orpartuem; are notrequ#ed to carry workers' compensation insurance. If an LLC or ent does have , to ees,a policy is required. Be advised that this affidavit'may be submitted to the Department of Industrial emP y tion of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should Accidents for confirms be returned to the cmtY or t°wn that the application for the permit or license is being requested,not the Depasmeat of Industrial Accidents. Shouid you have any questions regarding the law or if you are required to obtain a workers'. number listedbelow, Self-insured companies should enter their compensation policy,Please call the Department at the self-insurance license number on the appropriate line. City or Town OSicialsace at the. videdasp Please be sure.that the affidavit is complete and printed legibly. The Dept to contact you regarding the applicant of the affidavit for to fiIl out in the event the Office of Investigations X licant cens a number which wM be used as a reference number. In addition,an app Please b t submi fill ti the pemit'lli . locations in any given year,need only submit one affidavit indicating current that nnmst submit multiple p ermitliiceas a ape policy infonriation(ifuecessary)and under"Job Site AddressMlle applicant should write"all locations in (city or P o€the affidavit that has been officially stamped or marked by the city or town may be provided to the town)."A copy applicant as proof that-a valid affidavit is-on fila for;future permits-or'liaeases..A new affidavitawsx be filled out each ear,Where a home owner or citizen is obtaining a license or permit not relate any busines�a�commercial vonture y ermrt to burn leaves etc.)said person is NOT regnmred to complete (i.e.a dog license or p . . flans wouldlike to thank you in advance for your cogperation and should you have any questions, The office oflavestiga please do not hesitate td,give us a call. The Departl1eIIt's address,telephone and.fax numb The Commonyyealth of Massachusetts . . • . L1epa>•tment 6f industriaLAccidents • '. . ..Office of Investigations f. 400�Vashingfon Street V Boston,MA 02111, Tel.#617-727-4900 ext 406 or•1477 MASSA-FE Tax#617-727-7744 Revised 5-26-105 www.mass.gov/ai 't r °efKWE Town of Barnstable Regulatory Services BARNSTABI'E Thomas F.Geiler,Director E1659.�A Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain-exceptions,along with other requirements. Type of Work: �Lam/J Estimated Cost- /-7 Address of Work: SO Owner's Name: X)J C () C�l'4 f ���d✓ ��� Date of Application: —7 13 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 ape t as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav RESIDENTIAL BUILDING PERMIT FEES pLICATION FEE • - New Buildings $10010.0 Residmtial Addition $50.00 17 Altcmtlans/Renovations $50.00 Chaago of Contractor/Bunder $ E Y xUE'WORKSHEET DW LIYJNG SPACE ' 1 square feet x$961sq,foot= 2-0 7 4 S� x.0041= � rv� ' puss$ombelow(if applicable) L•ER 'TIONSaWOYATIONS OF EXISTING SPACE r� sgnare ftotx 5Wsq,foot= x•0041= ` r plus fcombelow(if applicable) . �ARAGES'(attached&detached) q � s uric feet $32/sq.ft.= x A041= ACCESSORY STRUCTURE>120 sq.ft.. >120 of-500 sf $35.00 >600 sf-750 sf 50.00 . >750 sf-1000 sf 75.00 , >1000 sf- 1500 sf 100,00 >1500 sf-Same as new buildingpeimit: , square foot $96/sq,foot= x.0041= STAND ALONE PERMITS x$30,00- 3 ` Open porch (number) Deck —_x$30,00= (number) ' Flreplace/Chhnney ,x$25.00- 7� o^D Inground Swimming P 001 $60.00 Above Ground Swimming P001 $25,00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee r Tall JA=b(eoatinne4 ptescslptfra pgglmEd for dns and Tiro-Famitr Residutial BrifdiW Bated Wilk 3;oseR ftda' MJ�Xfh3UM MI MUM Gli�lag Glasng Celiirig ig Floor .mmumemb Slab •HesrinEJCoolirig Air�'l.? 11•vslsi2 A.yalusa A yalvas k;%loes 4Yi4 EqwPm d ni'r kayo , 3701 to 6300 Hratin v JID) Ds 6 Noraral - FQ 13 19 10 i�ormal , 1Z'l. 032 30 • . _19 19 IO 6' 12•r.' 0.30 3E 13 'i9 10 d. •>i.3,AE S FUAsn 33 I3 25 NIA U 'IS•l. 0.46 33 '19 19 IO _j Normal- y; -' a. t,•15•!a 0.41- 7i -_!3 - 23 N/A Sy ISA 0,37 _3D__ I9 19 _ 10 tl M AFA .. 18Y. 03Z:•' 3E • 'l#"' ZS N/A TEA ° y =1BY. '' 0.41• 3E 197 33 I+llA NIA l�1°rmzl • 90 AF{J6 Z•' .IEy. 0.;2. 3E 13 E9 10 a XA 6.30 30 14 1.4 10 8 90 AFCTI' :.' . 1.'ADDRESS OF PROPERTY; ' Sa v` - ; 2 SQUARE FQOTAGE OF ALL F, TEFu01WAI�L'S; - — -- - ---- . . 3. SQUAM FOOTAGE�OP ALL'OtAZING: . k °/a CLAM NQ AREA(03 DWMBD BY#2). . 5. SELECT PACKAGE(Q•-AA-sea chtrt abova): . 'Nt.TS-, ©3'Pi£Ri#0 INVOLVED METPiODS OF DETERIv1TNING ENERGY REQ�S . ARE AVAILABLE. ASK U5 FOR THIS INFORMATION,• B IIrDINGINSPECTORAPPROYAL. , YES: N0: gfac�ns-�8G3G3a . 1 . 780 mat.-Appendix J • Ii ts, and Footaotes to Table J8.Z.1b: assemblies Cmcluding sliding-glass 'doors, sky Ass wall : Ctlazu1g area is the ratio of the area of the glazing a e doorsT to the SM . IV` the tots]g'lab area may be excluded from the V-yalue requirement. basens�t y�,maaws if located in walls0�enclose conditioned space,but excluding of � area.area,expressed as a percentage.Up t . le,g jV of docorative glass.may be exolud d�.°and docunien ed design the Mznufacturer In accordance with For examp 1, 1999, 81�g U-values mast betested ,After 7anuarY S IL, t3-Values azA or . ational Feaestrati°n Rating Council (NFR���Fracedtve, or taken front Table 71. . the 1� the insula3iart achioves the full ' whole=Its,,center-of-glass U.,values cannat be us, If be on aiMey for R 38 at $SfuTtia a raised or oversized frus9 oonstrvatian. 3 TI•,a.seilins-R values 8o n oy� campr�sslon, R 30 insulation may. tasul'ation aksiess aver the' cnor wans'with -�ulatitrn: Qa�ingR-valid-Mpre'sent-tfle-sum•o cavityT- ._- b6''stibsti{utsd'fo�'R�49' "aru .4— laced between lnsulae and Ri3tsu�afioniay a For ventilated obilings,insulating sbea�iag �P lnsulat4on plus msulatiag sheathing{if us d): .• : If'tue�.Do ot include the cflnditioned space and the ventilated portion of the rood - ffiem�°uld be m, ves r resent the sum.of the wall cavity iuyuiaioa plus insulating sheathing'( /all R Val eF all.-Fcr exaznpla,as K 19,regurrea11 requirements apply to • structural slieattung,..end ity nor dryw exterior siding, ;nsulation OR R 13 cavity Insuiatiori plus R.6 insulating sheathing. a eoristruction, • .. by R Ig cavity to wall constructions,but do not apply•to metal Pram wood-frame cr rriass(concrete,masomuy, g) re uiiements apP1Y�floors over unconditioned spaces (such as uncondidoncd crawlspaces;t�a5etnerits, e The floor q de must or g g � p'loors over outside err must meet the ceiling requirements. i o cn*e opaque portica of any individual basement wall$, Windows azrd slidmgs 8 ass�do°rsc of conditioned. ll with an'Lver' Thb the p nor,U,value requirement . . Inc the same'R value rsqulrcment'as above�g°Bement doors must.tricot,tl}e d . • bas monts must be included with the other gl . d�scrlbad in Note b. Add as additional R-2 for heafed s1S.:, ob plan to l Mora I.. R.yalue requirements are for unheated slabs. use coin dunce approach 3,4,or 5.• Y P. If the building utilizes elebtrio resistance hbating p g q p ui coat with the lowest iece of heating equipment or more than one piece of coolie c ui meet,the eq pm , than one p . . effci'eney must meet.or exceed the ecienc CT�1os�t biY ar town see Table 75.2.1a . 0 NO�. and•V-Values are maximum acceptable levels.Insulation R values are m acceptable•levels. a)milazing"areas IN-value requirements are for insulati°n°sly do not Include s o greater al components. om the door U Value ' 5. car b)ppflque doors in the building cnYalcpe must have a U-value no great=roeedure or take $slues must be tested contains lass and an aggregate U-value rating for that door is not available; include the es p and documented by tl�eaomanufacturer m accordance with e a determine compliance of the door. in Table.11,5.3b.if a opaque door U-Yalua ass area of the door with your windo u �nd t(i.e.em y have V value greater than 0.35)• Q or more areas with Qne door may be excluded from this req o crawl space wall companent includes"tw c)If acell gt w�+#]ecr,baseraet WZIL slab-ed � a#er than or equal to . insulation levels,the component complies If the door eomarea-welg otnents comply if thi aze�eighted average U- dlffereat requirement for that component.Glaung or p the R Yalue equal to the U-Value requirement(0.35 for doors), yalne of all windows or doors is less than►or , 43 T Town of Barnstable Regulatory Services " snxxszwBi.g, ` Thomas F.Geiler,Director Mass. $ � 'OIFDMA'Ia`0 Building Division. j Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, / I C I�01-/Y k14"06 LIJ , as Owner of the subject property hereby authorize ���N/�N f �/J��✓2/cad, ©S i£2�� i� �q gn1 to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) S' ture of 0w6qf Date ,A/, Print Name Q TORM&OWNERPERMISSION 02/09/2008 11 : 17 FAX 5084201637 FREDERICKS INSURANCE C�j441 4 .v.:v.w::.v: x:::... .. ....... ..ir:.:r:...v.v....-:..v.:..a•t<a+u:aa:s:, ..:... .. . ......................:.:...v....,...,..:,.v...,.q:.>:<.t..Yr::!v:.t::„iT................................................ai t: :.:.n.n..iv:,::Y.ii'. • xxet<•:a' .....x.xaYr: 42t tt sx.>»:a>aaa>a>a»„r w :tugs:::{•.::.':. .. .:.:.::.:.......:...:.:Y>o:o 'DATE MMtDDIYYy( i5:: `X ss•> Ya:ea«««tg:««:a<:h:°''s:.;:`•,`•,:>u. :,.:a;>;:s:::asY>„>a::.::;„:•t• 0 4: a'.�rR��o <ttttthA 02 09 6 �...::::.:: „ PROpUOER r<• i I- ':.e,,rt,, THIS CERTIFICATE IS ISSUED'AS.A MATTER,OF INFORMATION ONLY AND CONFERS NO RIG14TS'UPOK THE CERTIFICATE Frrdc!rickc Insurance Agency, Inc, HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P. Or Box 427 s` +SALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 1046 Main Street COMPANIES AFFORDING COVERAGE Osterville MA 02655-0627 COMPANY (508) 428--8999 A 3t.PaU7. Travelers WSURED COMPANY }stcrvi.11e HuildtYs, Inc_ �+ B 145 Barnstable Road COMPANY C xyannis MA 02601- MMPANY' (506) 420 9108 D # „5s6 ��yy�� a:s:t;mC THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY(PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL (HE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POUCY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTA DATE(MM/0WYY) DATE(MM/DDIM GENERAL LIABILITY GENERAL AUL3REGATE 5 COMMERCIAL GENERAL LIABILITY I / f I / / PRODUCT S-COMP/OP AGG $ CLAIMS MADE OCCUR I PI RSONAL&.ADV INJURY 15- OWNERS&CONTRACTOR'S PROT I FACIIOCCURRENCE S _FIRE DAMAGE(Any nne nre) S MEO EXF°(Any one person) $ - AUTOMOINLE UABIUTY COMBINED SINGLE LIMIT $ ANY AUTO ALL,OWNIjQ AUTOS BODII Y INJURY (Per persw+) S' SCHEDULED AUTOS i HIRED AUTOS BODILY INJURY NON-OWNER AUTOS I i(Peraodtler�l a -'----- _.._._ I PROPERTY DAMAGF I S 0ARAGE UABIUTY AUTO ONI,Y:EA Ac=DEN r S - ANY AUTD / / / / OTHER THAN AUTO ONLY: EACHACCIDENT $. AGGREGATES EKCESS LIABILITY EACH CCC:UHRENOE $ UMMELLA FORM 1 / 1 f AGGREGATE S OTHER THAN UMBRELLA FORM :$ A WORKERS COMPENSATION AND ISTATUTORY Limils --_ - -_— EMPLOYEAS'LIABILm 6xuz3-3323 894-6.-05- 07/07/05, 07,/07/0h. LACH:ACCIDENT $ .... THE PAOPRIETOW Iq INCL DISEASE-POLICY LIMIT $ PARTNER9/DECUTIVE OFFICERS ARE: EXCL 0L9EASE-EACH.EMPLOYEE. S OTHER DESCRIPTION OF OPERATIOMS/LOCATIONS(VEHICLEWSPECIAL ITEMS Carpentry. workers Compensation covcragc, is provided Lhrough the. Mass, Worlscrk Compnn�;ation Ins. Plan, A CeCLificte of ins?irannr_ will be provided by the Plan within 10 days_ .r. tt«tat««« �tvr y . i >: 'S:HSfi»>»»Y}:a»%q:,,..}:R:C-x{ttx5 f<MittO. •� ^..CPR•:<tY:a:htb:diNM.}a:::::n....:.v.v.. ASL.AAA�xv.,v.v..v.:........ .. .. ... .�` ,«-x:,:�,>:-�t:°��:�s,;•««.a>:,>»,aaY»,,,r�'.a.,.e.,.,....,..r,.:,..r.,r................viz•«x;..L::tt<.a:o:°`.`>:,„..,.,.....,,,,,,,................ .........SHOULD ANY OF THE,ABOVE DESCRIBED POLICIES BE,CANCELLED eEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Nicholas xapolis BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR UAINUTY 50 Old Stage Kcad. OF ANY KIND UaON THE COMPANY, rrs AGENYS OR REPRESENTATIVES. Centerville MA 02632 ABTHORIZED REPRES TATIVE nw�n•rrMvr:rrrrrr r.r :.rc:rrr...•.w::..r•r n�r:rr...�•:r::»:....r:..:r,.-..,. .,•...r:...att««ut« ,...... ...::.-,-::..:::..;�,�'7�'y,r^':^„>,,:„,>,. ::r;,:... _ ,<;ttttt««tt:v:.�:.t•..,,,r.:-::::::4:::.i.?.1...............il' .. .... v::k�x:i::,.l':..•....:..:.v.:t::.„> .......v...,..v. rri}:y:a: i• «ta:«««tuuttuau•: . ttAai:�w'� Form 1120S (2005) Drake Consulting Corporation 20-0461461 Page 3 Shareholders' Pro Rata Share Items (continued) Total amount Deduc- 11 Section 179 deduction (attach Form 4562)................................................... 11 tions 12a Contributions.............................................................................. 12a b Investment interest expense................................................................ 12b c Section 59(e)(2) expenditures (1) Type �__________________ (2) Amount 11, 12c (2) d Other deductions (see instructions)... Type 12d 0. Credits 13a Low-income housing credit (section 420)(5))................................................. 13a _ t and Credit b Low-income housing credit (other).......................................................... 13b Recap- c Qualified rehabilitation expenditures(rental real estate)(attach Form3468)................................... 13c ture d Other rental real estate credits (see instrs) Type 13d ! --———————————————— —-- e Other rental credits (see instrs) Type 0* 13e f Credit for alcohol used as fuel (attach Form 6478)........................................... 13f g Other credits and credit recapture(see instrs) Type 13g 0. Foreign 14a Name of country or U.S. possession....... . Trans- b Gross income from all sources ............................................................. 14b actions c Gross income sourced at shareholder level.................................................. .14c Foreign gross income sourced at corporate level: dPassive .................................................................................. 14d e Listed categories (attach statement)........................................................ 14e f General limitation ......................................................................... 14f Deductions allocated and apportioned at shareholder level: gInterest expense .......................................................................... 14g InOther..................................................................................... 14 h Deductions allocated and apportioned at corporate level to foreign source income: i Passive 14i j Listed categories (attach statement)........................................................ 14' k General limitation ......................................................................... 14k Other information: r � Total foreign taxes (check one):- ❑ Paid Accrued ............................. 141 m Reduction in taxes available for credit (attach statement)......................................................................... 14m n Other foreign tax information attach statement ............................................. Alterna- 15a Post-1986 depreciation adjustment ......................................................... 15a tive bAdjusted gain or loss ...................................................................... 15b Mini- -- mum c Depletion (other than oil and gas)........................................................... 15c Tax d Oil, gas, and geothermal properties —gross income......................................... 15d (AMT) Items a Oil, gas, and geothermal properties —deductions............................................ 15e f Other AMT items (attach statement) ........................................................ 15f Items 16a Tax-exempt interest income................................................................ 16a Affec- b Other tax-exempt income .................................................................. 16b ting Share- c Nondeductible expenses ................................................................... 16c holder d Property distributions...................................................................... 16d Basis e Repayment of loans from shareholders...................................................... 16e Other 17a Investment income ........................................................................ 17a Inform- b Investment expenses ...................................................................... 17b ation c Dividend distributions paid from accumulated earnings and profits............................ 17c d Other items and amounts (attach statement)................................................................... e Income/loss reconciliation. (Required only if Schedule M-1 must be completed.) Combine the amounts on lines 1 through 10 in the far right column. From the result, subtract the sum of the amounts on lines 11 through 12d and lines 141.............................. 17e 7456. BAA Form 1120S (2005) SPSA0134 12/15/05 JAN-25-2006 05:06PM FROM-G H DUNN INSURANCE 5087597177 T-051 P.001/003 F-639 --�- kf—T 'IM, CERTIFICATE OF LIR��3ILo 1 v lt��U r�ra.t � 01125120D6 PRODUCER Pile: (sm)759-3132 F— 5oaa54-7sl7 - THIS CERTIFICATE IS ISSUED AS A INTER OF INFORMATICN G H DUNN INSURANCE AGENCY.INC.,. ONLY AND CONFERS ND RIGHTS UPON THE CERTIFICATE P 0 BOX= HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 260 MAIN STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES 13ELOW. i BUZZARDS BAY MA 02532 INSURERS AFFORDING COVERAGE NAIC# INSURER A. ARBELLA SPECIALLY INSURED FRANK HEIDENRICH INSURER e: DBA OSTERVILLE BUILDERS INSURER C: 1046 MAIN STREET INSURER 0: OSTERVILLE MA 02655 INSURER COVERAGES THE POLICIES OF INSURANCE U=98.OW HAVE BEEN ISSUED TO THE INSURED NAND ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT.TERN OR CONDITION OF ANY CONTRACT OR OTHER`DOCUMENT WITH RESPECT TO WHICH THIS CETRTIRC4TE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIWS. ICY ( POLICYEFFEUhM pOLEXPIRATION LIMITS SR AO TYPE OF INSURANCE i POLICY NUMBER OAT ATE Mmmrm LTR INgfu SENEAAL LIABILITT i 8500024742 W19105 05/19/06 EACH OCCURRENCE S 1,000,000 mvmr.ETORRirm $ 100,000 COMMOCIAL GENERAL UAI3ILITY" PRE,MES ocnuence CLAMS MADBF� OCCUR MED.EXP(Any one person) S 5,000 PERSONAL&ADV INJURY $ 1,000.000 A GENERAL AGGREGATE $ 2,0001000 GEN'L AGGREGATE LIMIT APPLIES PER:i PRODUCTS-COMPIOP AGG_ S 2,000,000 POLICY JjECaT F7 LOC AUTOMOBILE UTABIUTV COMBINED SINGLE LIMrr S ANYAUTO I (Ea acddent) URY ALLOWNEDAUTOS BODILY ] (Par person] $ SCHEDULED ALTOS HIRED AUTOS BODILY INJURY $ (Perceddent) NON-OWNED AUTOS PROPERTY DAMAGE S (Per oeeidenn GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS IUMBRE[IALIABILITY EAGHOCCURRENCE IS OCCUR CLAIMS _ AGGREGATE ,S I S $ _ DEDUCTIBLE RETENTION S S wcs7n41l- ate WORKERS COMPENSATION AND I TORY Umrre EMPLOYERS LIABILITY I E.L EACH ACGDENT $ ANY PROPWflTORIPARn+ER1ExEWTNE E,(w DISEASE-EA EMPLOYEE [S GFFICERfl EMOM UALLME137 RYee,d•.wm.und.r EL DISEASE-POLICY LIMFT $ SPECIAL PROVIWo W below (OTHER: DESCRIPTION OF OPERATIONS(LOCATIONS/VEHICLESIFXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED SFSORETHE EAVOR TO MAIL 10 ND NICK KAPvus WRITTEN NOTICE TO T14EaCERTI CERTIFICATE DER NAMED T THE ISSUING INSURER WILL o THE L FT,BUT FAILURE s 5D OLD STAGE ROAD To DO SO SHALL IMPOSE NO OauGAT10N OR LIABILITY OF ANY KIND UPON THE INSURER So OLD TA E R 02632 IT'S AGENTS OR REPRESENTATIVES. AUTHORI2' D REPRE9EnfrATNE r� Attention: 508-778-4440 ..if DebarRh J. Fiatt(awaY ACORD 25(2001108) Certificate# 1041 ®ACORD CORPORATION 1988 Results Page 1 of 1 i t Home Improvement Contractor Look Up Enter Search terms separated by spaces. Search terms can be Town/City,Name, or License number Select Search type: r AND r OR µSearch Search Results Reg. No. Applicant Street City State Zip Name Title Expiration Frank 1046 heidenrich 129372 Heidenrich Main St. Osterville MA 02655 Frank owner 8/20/2007 Total of 1 Records matched. Back to Home Page BBRS Privacy Statement http://db.state.ma.us/bbrs/hic.pl 2/13/2006 1 f BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 038866 B�rtlfdate 04l3a1 849 plre5 04/3006 Tr.no: 28411 Restric-teal 00 ` FRANK J HEIDE14R16-{:., - 1046 MAIN ST UNIT;B..'.:, OSTERVILLE, MA 02655 mis � Com ioner S - I , i y . � d `ppIMETp The Town of Barnstable .. BARAq.'; E. M • Department of Health Safety and Environmental Services 9 ASS. t639. �0 prFD MPS I" Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection r—.. e Location S-4,i C .0 Permit Number t J Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: �4�i rdav♦ �La ��a r Wu , a(s'�n ra L. (/,! ld IIV C.awUVltin JlnuS`t tc- Q�- Oye qML �C L.+ D _ , P �✓ C r— ! n GG rote 1- 3 Care of . r n n ' '1,eCS s 'e 90 I S W55A45 Y)PeIXA� JA.e.0 1 01�:S LAJ�er-t 4CV fhe4 tc rieeA P r- 0-e'-� If a l 1,4 itr Gi f--tier- it LJ i ( }} t -GG e�� `[ i�cac?.r -iy l�ousC� M('Ax See 3 ct ea eJ 0tbbr 5 �1 1�PQdr. V "rYTx�t�a5 4s' q r C4nS�rc J , �(U 1 rh�YSyr 5 �tCII ,T0- euCh COJ'LVI- rief )Z } 1Si M `7Dh ✓/5 tMa V� 0 WU er- 0I1 IC4> " " C—A;OC bus / 3 a !� It Vlrc_�)o(-k Please call: 508-862-483&for re-inspection. V i- C` `.A1 "`1 "jel r � Inspected by J U Date �17_.�)0(b k U U �O � �0 �,L� ���, �u�� �'�� -�� �:���e►,�e � y ?11 �'G 6 N �a�� �(��✓� r�1� k' n.r R b yt a Mite aFt n 01 C(A� 641i?j rJ r PLAN BOOK 398 PAGE 19 � w . p � 111 W C' L') S 80'5,9'20., E U O N CB_DH z LLJ CROWLEY CYD o DEED BOOK 1343 PAGE 754 m MO O °D A ^V 00 w 00 I Q � m co O I I co 120' BY DEED 119.42' S 80-59'20" E I 105 112 Q LiIP CB_DH Ctf Lw - o LIJ GO m EXISTING FENCE SHED o C) d 00 / p N Q Li oo / V Ln o oT4- CO ) / J - - KAPOLIS / C) w o 13,294±SF z N 00 O 56.1' Z !� S 14'05'52' W DEED B 292 AGE 151 SPLIT RAI 122.89' 321/52 703 82' t 103. N 79-7 458 N ,6 16'39', W 109 28. (133.39' P8508/2 CB N � 76'16'39,. W . 54 80. v- FMLY SANDRA L ALLEN . i cv PLAN BOOK 508 PAGE 80 30 0 15 30 60 120 w ( IN FEET ) 1 inch = 30 ft. 00 O O SITE PLAN z CB_DH 50 OLD STAGE ROAD CENTERVILLE, MASSACHUSETTS SCALE: 1" = 30' DATE: 9/3/04 CB_DH 4 DAVID C. THULIN, PE, PLS 211 MILL ROAD I�f EAST SANDWfCH, MASSACHUSETTS 02537 PRELIMINARY PLAN SHOWING SETBACKS OF EXISITING HOUSE TO LOT LINES CONSTRUCTED FROM LOCUS DEED AND DEED OF PREP. FOR: KAPOLIS DRAWN BY: OCT I CHKD BY: OCT NORTHERLY ABUTTER JOB No: 02-095 REV. ONE SHEET — �J * MINIMUM STIFFNESS BC18 ***THREE STAR*** **** FOUR STAR**** CAUTION ALLOWED BY CODE*CAUTION11 Joist Joist 12" 16" 19.2 .24" 32" 12" 16" 19.2" 24" 32" 12" 16" 19.2" 24" 32" Depth Series o.C. o.C. o.C. o.C. o.C. o.C. o.C. o.C. o.C. o.C. o.C. o.C. , o.C. o.C. o.C. 400s 17'-S' 15'-9" 14'-11" 13'-10" 12'-3" 11'-5" 11'-5" 11'-1" 10'-9" 9'4" 19'-0" 1T-5" 16'-2" 14'-5" 12'-3" 9�/2" 450s 1T=11" 16-5" 16-6" 14'-5" 13'-2" 11'-10" 11'-10" 11'-5" 11'-2" 10'-2" 19'-10" 18'-2" 17'-2" 15'-8" 13'4" 500s -18'7"- - '=0"_-10=0"—-14'=11"--t3'=7"- 12'=3"-- -12'3''- -11'=10"----1 V--6"-- -10'-5" -. 20'7" 18'10" 17'=9"—_.16'-T 14'-3" 400s 20'5" 18'8" 17'8Fg _16'6" 14'1" 14'<10" 14 7' 13=9° 12'9.', 11'7"- 22':T' 20'-5" .1.8'4' _...16'-8"� 14'-1" . ., » 450s 21'4" 19'-6" 18'-5" 17'1"/ 15'-0" 154" 151" 14'4" 13'4" 12'-1" 23'-7" 21'-7" 20'-3" 18'-1" 15'-0" 112/8" 500s 22'-2" 20'-3". 19'-1" 174' 15-0" 15'-10" 15-9" 14'-10" 13'-9" 12'-6" 24'-6" 22'4" 21'-2" 19'-5" IT-0" 600s 23'-0" 21'-0" -19%9" 18'-5" 16'-9" 7-11" 164" 15'4" ,14'-3" 12'-11" 25-5" 23'-3" 21'-11" 20'-5" 17'-3" 900s 26-0" 23'-8" 22'-3" 20'-9" 18'-10" 20'-3" 18'-5" 17'-3" 16-0" 14'-5" 28'-9" 26'-2" 24'-8" 23'-0" 19'4' 400s 23'-3" 21'-3" 20'-l" 18'-5" 14'-3" 18'-2" 16'-7" 15-T 14'-6" 13'-2" 25-8" 22'-7" 20'-7" 18'-5" 14'-3" 450s 24'-2" 22'-1" 20'-11" 19'-6" 15-2" 18'-11" 17'4" 16-3" 15-1" : 13'4" 26-9" 24'-6" 22'-5" 20'-0" 15'-2" 14" 500s 25'-1" 22'-11" 21'-8" 20%2" : 15'-2" 19'-8" . 17'-10"; 16'-10" 15'-7" 14'-2" 27'-9" 25'4"; 23'-11" 20'-3" 15-2" 600s 26'-1" 23-9" 22'-5" .20'-10" . 17'-5" 20'4" 18'-6" 17'-5" 16-2" 14'-T 28'-10" 264" 24'-10" 23%V IT-5" 900s 29'-5"- 26-9% 25'-3" 23'-6" 19-4% 23'-0" 20'-10" 19'-T 18'-2" 16'-5" 32'-6" 29'-8" 28'-0" 26-0" 19'-6" 450s 26'-10" 24'-6" 23'-2" 20%5" 164" 21'-0" 19'-1" 18'-0" .16'-9" 15'-? 29'-8" 26'-7" 24'-3" 20%5" 154" 500s 27'-9" 254" 23'-11" 20'-5" 16 4" 21'-9" 19'-9 18'-8" 17'4" 15'4" 30'4" 28'-1" 25'-7" 20'-5" 154" 16" 600s 28'-10" 26'4" 24'-10" 23'-1" 17'-7" 22'-7" 20'-6" 19'4" 17'-11" 16'-2" 31--11" 29'-1" 27'%6" 23'-5" 17'-7" 900s 32'6" 29'7" 27'11" 25'-11" 19'-7" 25'5" 23'-1" 21'-8" 20'-l" 18'-2" 36-0" 32'-9" 30'-11" 26-2" 19'-7" • Table values assume that 23/32'min.plywood/v� Table values assume minimum bearing lengths iC *** Live Load deflection limited to U4 ' OSB rated sheathing is glued and nailed to thewithout web stiffeners for joist depths of **** Live Load deflection limited to U960 to joists. 16 inches and less. provide a floor that is much stiffer for the • Table values represent the most rest6ctive of This table was designed to apply a broad range more discriminating purchaser. simple or multiple span applications. of applications. It may be possible to exceed * Live Load deflection limited to U360 as • Table values are based on residential floor the limitations of this table by analyzing a allowed by the building code.(Shaded specific application loads of 40 PSF live load and 10 PSF dead lication with the BC CALCI values do not satisfy the requirements of load. software. the North Carolina State Building Code. • Table values are the maximum allowable clear Refer to the THREE STAR table when distance between supports. spans exceed 20 feet.) The performance of a floor is a matter of opinion,the"feel"that might be To improve the performance of a floor system,a designer will acceptable to one person may not be acceptable to another.Many factors frequently change the deflection criteria from L/360 to L/480 affect the perceived performance of a floor system,some of them are: or higher.One way to accomplish this is by reducing the on- The depth of the joist center spacing of the joist.The load capacity of the joist Continuous oe simple spans system will be increased but the"feel"of the:door system will • Decking and flooring material • not be significantly changed.The stiffness of a floor system is Gluing and nailing the decking • On-center spacing of the joist system significantly increased and the vibration is reduced by • Lack of drywall attached to underside of joist increasing the joist depth.To illustrate this,see the BCI®span • Level bearings table above. • Location of walls and furniture r^ Daniel E. Braman, P.E. t A--� C.V,, K A,.P O L t S 189 Harbor Point Rd. 5 D Cam- Cummaquid, Mom' 72637-0351 �.s5 ► � S TD.t..., t -40 .� A A. o V, OS G 4V S K t b E 2N G G -\I j l Q X'1.'2. P A," 17.S{ Z/2.x PQR. ��-. �S� � to�•'2-2- S�= tr o t-NID 1 4v1 C�GTei�``�� IC>CkCL.S Ind' DANIEL E. 2 A ttn ee�: �a BR 4„w ® 0 BTRUCTUR5L H _ I,Jbt-_yrvl VL . V - hidVl1_V DCd1tt L'coluii tensed to: Dan Braman, P.E. Kapolis Res. 50 Old Stage Road Steel Code... RISC 9th Ed. `:/SPAN INFORMATION: Beam Size (User Selected) = W8X18 Fy 36. 0 ksi Total Beam Length (ft) = 14 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 018 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 14 . 00 0 . 150 0. 150 0 . 000 0 . 000 0 ..400 0 . 400 SHEAR: Max V (kips) = 3 . 98 fv (ksi) = 2 . 12 Fv = 14 . 40 MOMENTS: Span C0n! oMent Lb Cb Tenion Flange romp Flange kip-ft ft ft fb Fb fb Fb Center Max + 13 . 9 7 . 0 0 . 0 1. 00 10 . 98 24 . 00 10 . 98 24 . 00 Controlling 13 . 9 7 . 0 0 . 0 1. 00 10 . 98 24 . 00 --- --- REACTIONS (kips) : Left Right DL reactio:: 1 . 18 1 . 18 Max + LL reaction 2 . 80 2 . 80 Max + total reaction 3. 98 3 . 98 DEFLECTIONS: Dead load (in) at 7 . 00 ft = -0. 081 L/D = 2078 Live load (in) at 7 . 00 ft = -0. 193 L/D = 87,2 Total load (in) at . 7 . 00 ft = -0 . 273 L/D = 61A l l �ensed to: Dan Braman, P.E. Kapolis Res. 50 Old Stage Road Steel Code: AISC 9th Ed. :µ,> SPAN INFORMATION: Beam Size (User Selected) = W10X22 Fy = 36. 0 ks'i Total Beam Length (ft) = 17 . 50 Top Flange Braced By Decking LOADS: Self Weight = 0-. 022 k/ft Line Loads (k!f t) . Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 17 . 50 0. 165 0 . 165 0 . 000 0 . 000 0 . 440 0 . 440 --V - - - 40 SHEAR • Max �.i (��; r ,) 5 ,,.-a.- . - fry -(ksi)- - 2 . 25 F%r = 14 . MOMENTS: Span Cond Mome T b Cb Te"iS' .. Flanges Comp Flange kip-fty ft ft fb- Fb fb Fb Center Max + 24 . 0 8 . 8 0 . 0 1 . 00 12 . 42 24 . 00 12 . 42 24 . 00 Controllina 24 . 0 8 . 8 0 . 0 1 . 00 12 . 42 24 . 00 --- --- REACTIONS (kips) : Left Right DL reactLon Max +' LL reaction 3 . 85 3 . 85 Max . + total reaction 5 . 49 5 . 49 DEFLECTIONS: , Dead load (in) at 8 . 75 ft = -0 . 115 L/D = 1820 Live load (in) at 8 . 75 ft = -0 . 271 L/D = 774 Total load (in) at 8 . 75 ft = -0 . 387 L/D = 543 v� E" Singlele 2—tBC10 6000s=1.8 SP Joist1J01 BC CALC®9.2 Design Report-US 2 spans I No cantilevers 1 0/12 slope Monday, February 27,2006 20:09 Build 141 16"OCS I Repetitive I Glued&nailed construction File Name: BC CALC Project Job Name: Kapolis Description: J01 Address: 50 Old Stage Rd Specifier: City, State,Zip:Centerville, Ma Designer. Customer: Company: Code reports: ESR-1336 Misc: �2nd-floor joists Ak ,z-oo 00 Ak 10-00-00 BO,1-3/4" 61,3-1/2" B2,1-3/4" LL 276 Ibs LL 738 Ibs LL 236 Ibs DL 94 lbs. DL 277 Ibs DL 69 Ibs Total of Horizontal Design Spans k=22-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 22-00-00 40 psf 15 psf 16" Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 936 ft-Ibs 29.6% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -1137 ft-Ibs 35.9% 100%' 1 1 -Right be verified by anyone who would rely on End Reaction 365 Ibs 30.4% 100% 14 1 -Left output as evidence of suitability for particular Int. Reaction 994 Ibs 41.4% 100% , 1 1 -Right application.Output here based on building Cont. Shear 524 Ibs 33.3% 100% 1 1 -Right code-accepted design properties and Total Load Defl. U1379(0.104") 17.4% 14 1 analysis methods.Installation of BOISE engineered wood products must be in Live Load Defl. U1802 (0.08") 26.6% 14 1 accordance with current Installation Guide Total Neg. Defl. -0.02" 4.0% 14 2 and applicable building codes.To obtain Max Defl. 0.104" 10.4% 14 1 installation Guide or ask questions,please Span/Depth 15.2 n/a 1 call(800)232-0788 before installation. BC CALCO,BC FRAMER® AJS- Notes ALLJOISTO,BC RIM BOARD-,BCIO, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAM-,SIMPLE FRAMING Design meets User specified(U480)Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS®,VERSA-RIM®, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ VERSA-STRAND"" VERSA-STUD®are 1/2 intermediate bearing trademarks of Boise Wood Products,L.L.C. Composite El value based on 23/32"thick sheathing glued and nailed to joist. r Page 1 of 1 � q rpou_ble 1=314" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1FB02 BC CALC®9.2 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, February 27, 2006 20:12 Build 141 ' File Name: BC CALC Project Job Name: Kapolis Description: FBO2 Address: 50 Old Stage Rd Specifier. City,State,Zip:Centerville, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: T-2nd-floor-stair headers o3-oaoo BO,1-3/4" B1,1-3/4" LL 300 lbs DL 127lbs LL300 ft, DL 127 Ibs Total of Horizontal Design Spans=03-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area Left 00-00-00 03-00-00 40 psf 15 psf 05-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 320 ft-Ibs 2.3% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 181 Ibs 2.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U34743(0.001") 0.7% 1 1 output as evidence of suitability for particular Live Load Defl. U49397(0.001") 0.7% 1 1. application.Output here based on building Max Defl. 0.001" 0.1% 1 1 code-accepted design properties and Span/Depth 3.8 n/a 1 analysis methods.Installation of BOISE engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum(U360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJS-, Minimum bearing length for BO is 1-1/2". ALUOfST®,BC RIM BOARD-,BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM-,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing - PLUS@,VERSA-RIM®, VERSA-STRAND-,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products,L.L.C. r►{b .f d a c a minimum=2" c=5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are:16d Sinker Nails _ b Page 1 of 1 Single-9-11--2" BCI® 6000s-1.8 SP Joist\J02 BC CALL®9.2 Design Report-US 1 span I No cantilevers 0/12 slope Monday, February 27, 2006 20:15 Build 141 16"OCS I Repetitive I Glued&nailed construction File Name: BC CALC Project Job Name: Kapolis Description:J02 Address: 50 Old Stage Rd Specifier: City, State, Zip:Centerville, Ma Designer: Customer: Company: Code reports: ESR-1336 Misc: 2nd floor joists 1 AL 12-00-00 BO,1-3/4" B1,1-3/4" LL 320 Ibs LL 320 Ibs DL 120 Ibs DL 120 Ibs Total of Horizontal Design Spans=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% OCS 1 Standard Load Unf.Area Left 00-00-00 12-00-00 40 psf 15 psf , 16" Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1320 ft-Ibs 41.7% 100% 1 1 -Intemal Completeness and accuracy of input must End Reaction 435 Ibs 36.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U881 (0.163") 27.2% 1 1 output as evidence of suitability for particular Live Load Defl. U1212(0.119") 39.6% 1 1 application.Output here based on building Max Defl. 0.163" 16.3% 1 1 code-accepted design properties and Span/Depth 15.2 n/a 1 analysis methods.Installation of BOISE P P engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please Design meets User specified(U480)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJS-, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ ALWOISTS,BC RIM BOARD-,BCI®, 1/2 intermediate bearing BOISE GLULAM- SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND-,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. i Page 1 of 1 Double 1-3/4" x 94/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1304 BC CALC®9.2 Design Report-US 2 spans No cantilevers 1 0/12 slope Monday, February 27,2006 20:14 Build 141 File Name: BC CALC Project Job Name: Kapolis Description: FB04 Address: 50 Old Stage Rd Specifier: City, State,Zip:Centerville, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: . 2nd floor stair headers J11 1111111 11111111111 111111111 .1111111111 12-00-00 10-o0-00 BO,1-3/4" B1,3-1/2" B2,1-3/4" LL 306 Ibs LL 1034 Ibs LL 236 Ibs DL 151 Ibs DL 532 Ibs DL 91 Ibs Total of Horizontal Design Spans=22-00-M Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. start End 100% 90% 1150/6 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 22-00-00 40 psf 15 psf 01-04-00 2 Cone. Pt. Left 10-00-00 10-00-00 300 Ibs 127 lbs n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1258 ft-Ibs 9.0% 100% 14 1 -Intemal Completeness and accuracy of input must Neg.Moment -1637 ft-Ibs 11.7% 100% 1 1 -Right be verified by anyone who would rely on End Shear 385 Ibs 6.1% 100% 14 1 -Left output as evidence of suitability for particular Cont. Shear 911 Ibs 14.4% 100% 1 1 -Right application.Output hen;based on building Total Load Defl. U2348(0.061") 10.2% 14 1 code-accepted design properties and 0.044" 10.9% 14 1 analysis methods.Installation of BOISE Live Load Defl. U3299 ( ) engineered wood products must be in Total Neg. Defl. -0.017" 3.4% 14 2 accordance with current Installation Guide Max Defl. 0.061" 6.1% 14 1 and applicable building codes.To obtain Span/Depth 15.2 n/a 1 Installation Guide or ask questions,please call(800)232-0788 before installation. Notes BC CALC®,BC FRAMER®,AJSTm, Design meets Code minimum(U240)Total load deflection criteria. ALWOISTO,BC RIM BOARD*"',BC10, Design meets Code minimum(U360)Live load deflection criteria. BOISE GLULAM"" SIMPLE FRAMING Design meets arbitrary(1")Maximum load deflection criteria. SYSTEM®,VERSA-LAM@,VERSA-RIM Minimum bearing length for BO is 1-1/2". PLUS®,VERSA-RIM®, Minimum bearing length for B1 is 3". VERSA-STRAND- VERSA-STUD®are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products,L.L.C. Entered/Displayed Horizontal Span Length(s) Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Connection Diagram Lib d a e T o 0 c a minimum=2" c=5-1/2" b minimum=3" d= 12" - Connection design assumes point load is'top-loaded': For connection design of'side-loaded'point loads,please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails Page 1 of 1 Doub'le 1-3/4_"-x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1303 BC CALC®9.2 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, February 27,2006 20:13 Build 141 File Name: BC CALC Project Job Name: Kapolis Description: FB03 Address: 50 Old Stage Rd Specifier: City, State,Zip:Centerville, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: 2ndLfl66r-stair headers 04-00-00 BO,1-3/4" 131,1-3/4" LL 4401bs LL 440 Ibs DL 184 Ibs DL 184 Ibs Total of Horizontal Design Spans=04-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 04-00-00 40 psf 15 psf 05-06-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 624 ft-Ibs 4.5% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 354 lbs 5.6% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U13364(0.004") 1.8% 1 1 output as evidence of suitability for particular Live Load Defl. U18944(0.003") .1.9% 1 1 application.Output here based on building Max Defl. 0.004" 0.4% 1 1 code-accepted design properties and Span/Depth 5,1 n/a 1 analysis methods.Installation of BOISE p p engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please call(800)232-0768 before installation. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJSTM-, Minimum bearing length for BO is 1-1/2". ALUOISTS,BC RIM BOARD- BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND +,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Connection Diagram r►{b .. -d a • • • c a minimum=2" c=5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 Double 1-3/4_"-k9=1,/2"`VERSA-LAM® 2.0 3100 SP Floor BeamIFB04 BC CALL®9.2 Design Report-US 1 span No cantilevers 10/12 slope Monday, February 27,2006 20:14 Build 141 File Name: BC CALC Project Job Name: Kapolis Description: F1304 Address: 50 Old Stage Rd Specifier. City, State, Zip:Centerville, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: 2nd-floor-stairheatlers-) l 11 1111�� �111 11 12-00-00 BO,1-314" B1,1-3/4" LL 370 lbs LL 570 Ibs DL 197 Ibs DL 282 Ibs Total of Horizontal Design Spans=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Stan End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 12-00-00 40 psf 15 psf 01-04-00 2 Conc. Pt. Left 10-00-00 10-00-00 300 Ibs 127 Ibs n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1946 ft-Ibs 13.9% 100% 1 1 -Internal Completeness and accuracy of input must End Shear -780 Ibs 12.4% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U1400(0.103") 17.1% 1 1 output as evidence of suitability for particular Live Load Defl. U2123(0.068") 17.0% 1 1 application.Output here based on building Max Defl. 0.103" 10.3% 1 1 code-accepted design properties and $ an/Depth 15.2 Na analysis methods.Installation of BOISE p p engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please call(800)232-0788 before installation. Design meets Code minimum(U360)Live load deflection criteria . Design meets arbitrary(I") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJS-, Minimum bearing length for BO is 1-1/2". ALUOISTO,BC RIM BOARD-,BCIO, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND-,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Connection Diagram s+ib d a e �e • c a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point,load is`top-loaded'. For connection design of'side-loaded'point loads,please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis: Connectors are:16d Sinker Nails Page 1 of 1 I 3 woman Double 1--3/4'-=x,9-1/2" VERSA-LAMS? 2.0 3100 SP Floor Beam1F1306 BC CALC®9.2 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, February 27, 2006 20:17 Build 141 File Name: BC CALC Project Job Name: Kapolis Description: FBO6 Address: 50 Old Stage Rd Specifier: City, State,Zip:Centerville, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: 1st flog or stair header 1 04-00-00 BO,1-3/4" 61,1-3/4" LL 160 lbs LL 160 lbs DL 79 lbs DL 79 lbs Total of Horizontal Design Spans=04-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 04-00-00 40 psf 15 psf 02-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 239 ft-lbs 1.7% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 136 Ibs 2.1% 100% - 1 1 -'Left be verified by anyone who would rely on Total Load Defl. U34919(0.001") 0.7% 1. 1 output as evidence of suitability for particular Live Load Defl. U52096(0.001") 0.7% 1 1 application.Output here based on building Max Defl. 0.001" 0.1% 1 1 code-accepted design properties and Span/Depth 5.1 n/a 1 analysis methods.Installation of BOISE P P engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum (L/360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. r BC CALC®,BC FRAMER®,AJS-, Minimum bearing length for BO is 1-1/2". ALUOISTO,BC RIM BOARD-,BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND'"°,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Connection Diagram L'b d a c e� • a minimum=2" c=5-112" b minimum=3" d= 12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F606 BC CALC®9.2 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, February 27,2006 20:17 Build 141 File Name: BC CALC Project Job Name: Kapolis Description: FBO6 Address: 50 Old Stage Rd Specifier: City, State,Zip:Centerville, Ma Designer: Customer: Company: r-------- Code reports: ESR-1040 Misc: 1st-floor-stair-header 1 . 04-00-00 BO,1-3/4" B1,1-3/4" LL 440 Ibs LL 440 Ibs DL 184 Ibs DL 184 Ibs Total of Horizontal Design Spans=04-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start -- End 100% 90% 1150/9 133% 126% Trib. 1 Standard Load Unf.Area Left 00-00-00 04-00-00 40 psf 15 psf 05-06-00 Controls Summary value %Allowable Duration toad Case Span Location Disclosure Pos. Moment 624 ft-Ibs 4.5% .100% 1 1 -Internal Completeness and accuracy of input must End Shear 354 Ibs 5.6% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U13364(0.004") 1.8% r 1 1 output as evidence of suitability for particular Live Load Defl. U18944(0.003") 1.9% 1 1 application.Output here based on building Max Defl. 0.004" 0.4%. 1 1 code-accepted design properties and Span/Depth 5.1 n/a 1 analysis methods.Installation of BOISE P P engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum (U360)Live load deflection criteria. call(800)232-0788 before installation. r Design meets arbitrary(I")Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJS-, Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD-,BCIO, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIIM®, VERSA-STRAND ,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products,L.L.C. b d—. • �o s • c a minimum=2" c=5-1/2 b minimum=3" d= 12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 f Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1307 BC CALC®9.2 Design Report-US 1 span I No cantilevers 10/12 slope Monday, February 27,2006 20:22 Build 141 File Name: BC CALC Project Job Name: Kapolis Description: FB07 Address: 50 Old Stage Rd Specifier: City,State,Zip:Centerville, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: 1 st floor stair header �� 111�11111111 lilll 11 11 1111 ! 11 ! 1 ! ! ! ! � 11-00-00 BO,1-3/4" B1,1-3/4" LL 693 Ibs LL 333 Ibs DL 329 Ibs DL 178 Ibs Total of Horizontal Design Spans=11-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 11-00-00 40 psf 15 psf 01-04-00 2 stair header Conc. Pt. Left 01-00-00 01-00-00 440 Ibs 184 Ibs n/a Controls Summary value %Allowable, Duration Load Case Span Location Disclosure Pos. Moment 1582 ft-Ibs 11.3% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 951 Ibs 15.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1868(0.071") 12.8% 1 1 output as evidence of suitability for particular Live Load Defl. U2835(0.047") 12.7% 1 1 application.Output here based on building Max Defl. 0.071" 7.1% 1 1 code-accepted design properties and analysis methods.Installation of BOISE Span/Depth 13.9 n/a 1 engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum(U360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJS'"-, Minimum bearing length for BO is 1-1/2". ALLJOISTS,BC RIM BOARD-,BCIS, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end.bearing+ SYSTEMS,VERSA-LAMS,VERSA-RIM 1/2 intermediate bearing PLUSS,VERSA-RIMS, VERSA-STRAND-,VERSA-STUDS are trademarks of Boise Wood Products,L;L.C. Connection Diagram r►I b d a c e4 • a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point load is lop-loaded'. For connection design of'side-loaded'point loads,please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails Page 1 of 1. Single 9=1/2i BCI® 6000s-1.8 SP Joist1J03 BC CALC®9.2 Design Report-US 1 span I No cantilevers 0/12 slope Monday, February 27, 2006 20:16 Build 141 16"OCS Repetitive I Glued&nailed construction File Name: BC CALC Project Job Name: Kapolis Description:J03 Address: 50 Old Stage Rd Specifier. City, State,Zip:Centerville, Ma Designer: Customer. Company: Code reports: ESR-1336 Misc: lsffloor joists] - 13-00-00 BO,1-3/4" 61,1-3/4" LL 347 Ibs LL 347 Ibs DL 130 Ibs DL 130 Ibs Total of Horizontal Design Spans=13-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End _ 100% 90% 115%- 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 13-00-00 40 psf 15 psf 16" Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1549 ft-Ibs 48.9% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 471 Ibs 39.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U709(0.22") 33.8% 1 1 output as evidence of suitability for particular Live Load Defl. U975(0.16") 49.2% 1 1 application.Output here based on building Max Defl. 0.22" 22.0% 1 1 code-accepted design properties and Span/Depth 16.4 n/a 1 analysis methods.Installation of BOISE P P engineered wood products must be in accordance with current Installation Guide Notes - and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please Design meets User Speed(U480)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1")Makimum load deflection criteria. BC CALC®,BC FRAMER®,AJS-, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end.bearin_g+ ALLJOISTO,BC RIM BOARD-,BCI®, 1/2 intermediate bearing BOISE GLULAMTm SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND"",VERSA-STUDS are trademarks of Boise Wood Products,L.L.C. Page 1 of 1 r. Double 1-314'x 9.!112-'j' VERSA-LAM® 2.0 3100 SP Floor Beam1F1309 ' BC CALL®9.2 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, February 27, 2006 20:23 Build 141 File Name: BC CALC Project Job Name: Kapolis Description: FB09 Address: 50 Old Stage Rd Specifier: City, State,Zip:Centerville, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: t—garage door heatlers-1 _2 1 - 09-00 00 BO,1-3/4" B1,1-3/4" LL 353 Ibs LL 353 lbs DL 695 Ibs DL 695 Ibs Total of Horizontal Design Spans=09-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 1250/6 Trib. 1 Standard Load Unf.Area Left 00-00-00 09-00-00 40 psf 15 psf 01-04-00 2 gable end Unf. Lin. Left 00-00-00 09-00-00 25 pif 125 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2356 ft-Ibs 16.9% 100% 1 -1-Internal Completeness and accuracy of input must End Shear 846 Ibs 13.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1572(0.069") 15.3% 1 1 output as evidence of suitability for particular Live Load Defl. U4671 (0.023") 7.7% 1 1 application.Output here based on building Max Defl. 0.069" 6.9% 1 1 code-accepted design properties and Span/Depth 11.4 n/a 1 analysis methods.Installation of BOISE Pa P engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum(U360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria: BC CALCO,BC FRAMERS,AJS-, Minimum bearing length for BO is 1-1/2". ALUOISTO,BC RIM BOARD-,BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMTm SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end'bearing+ SYSTEMS,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND RI,VERSA-STUDS are Connection Diagram trademarks of Boise Wood Products,L.L.C. �{b d a c a minimum=2" c=5-1/2 b minimum=3" d= 12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 k FEB-28-2006 17:02 From:MIDCAPE 5083984559 To:15087784477 P.2/9 d DECK-BEAM#1=1 TJ.Beeme.�OBO INu�er.��ez? 51/4" x 11 7/8" 2.OE Parall;aml& PSL, Wolmanlzed6t- SL.2 (16% < MC User.1 2l28r100e 5;06:45 PM < 28%) Psgq 2 Fnglns VgtsfMl:6.20.1e THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED - AR�ITIQ�tt�N4J� IMPORTANTI The analysis presented to output from software developed by True Joist(Ti). TJ warrants the sizing of its products by this software will be a=mpliehed in accordance with TJ product design criteria and Code accepted design values. The specific product application,Input deslon 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 toohnicai 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,. Environment Consideration:Wolmanlzed®•SL 2(16%L MC a 28%).Member analysis le appropriate only for material that is properly treated In accordance with procedures authorized by Trus Joist Warranties extended by True Joist do not include the adequacy or performance of the treatment. f PROJECT_.IN FORMATION, OPERATOR-INFORMATIdNt OSTERVILLE BUILDERS Michael Santos FLANK Mid-Cape Home Centers I~XTERIOR OECK PO BOX 1418 405 ROUTE 134 SOUTH DENNIS,MA 02600 Phone;5083986071 X4987 Fax :5083864559 manntosamldcape.net Copyright a 2005 by 'rn,e ao.lst, a aayothan,sse lnisintas paraiiaps 4P A rogiptar44 traha=rk 9Z TFua abut. ci%prageom rttopwrus dairtwi-paamliab 8i1asW07=v2LL0 Mj1L0mW-OIIT>fVM DOCK flmm # .=I The Commonwealth of Massachusetts William Francis Galvin -Domestic Profit Corporation Fili... Page 2 of 2 Real Estate Sales & Electrical Repair 8. The capital stock of each class and series is: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares Common No Par 20000 1 2200.0 Clear Add 9. Check here if the stock of corporation is publicly traded: 10. Date of the end of the fiscal year is: 12 /3112004 Special Filing Instructions Please indicate special filing instructions if any, that apply to this form. Filer's Contact Information (Enter a contact name, mailing address, and email and/or phone number.) Contact Name: STEPHEN SMITH Business Name: No. and Street: 340 OLD STAGE ROAD Fesident/Registered Agent City or Town: JCENTERVILLE State: MA Zip: 02632 Country: USA Contact Phone: I ext: Contact Email: Icape.cpa@verizon.net Clear ' Signed by Suzann 11 e J 11. Smith , its President on this 27 Day of January, 2005 By selecting ACCEPT you hereby acknowledge that this electronic document is submitted in compliance with M.G.L. Chapter 156D and that the information is true and correct as of the date the electronic filing is submitted. This t: Accept Decline Click HERE to Submit This Information ©2001 -2005 Commonwealth of Massachusetts ` All Rights Reserved Help https:Hcorp.sec.state.ma.us/corp/FilingForms/0200004.asp?stage=Datalnput 1/27/2005 FEB-28-2006 17:02 From:MIDCAPE 5083984559 To:15087764477 P.1/9 DECK BEAM#1 • Ti-owm®R.2004M Nur .�7004103627 S 114"x 11 7/8" 2.0E ParallamS PSL, WolmanizedS- SL 2 t16% 4 MC War i 212Qf2008&Q5,46 PM < 28%) hga 1 Cngino Vartion:0.20-1b THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Qawaill WAimskm Ir 111 m Red i t OfiW m Is LOADS: - Analyala is for a Drop Beam Member. Tributary toad Width:V 41/4" Primary Load Group-Residential-Exterior Balconies(psi):60.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(psf) Snow(1.15) 0.0 30.0 0 To 22,11" Adds To SNOWDRIFT LOADING SUPPORTS: Input Bearing Vertical Reactions(Ili) Detail Other Width Length Live/DeadiUplift/Totat 1 Wood column 5-50" 5.10" 3231122011015432 L6 None 2 Woad column 5.50" 14.50" 8639/6784/0 1 15433 L6 None 3 Wood column 5.50" 6.10" 3231 1 2201/016432 L6 None See TJ SPECIFIER'S/BUILDERS GUIDE for detall(s):L5 -Searing length requirement exceeds input at aupport(a)2,Supplemental hardware Is required to satisfy bearing;requirements. DESIGN CONTROL$: Maximum Design Control Control locatlon Shear(lbs) 7717 6384 8198 Passed(78%) LL and Span 2.under Floor loading Moment(Ft-Lbs) -17169 -17169 18808 Passed(91%) Bearing 2 under Floor loading Live load Deft(in) 0162 0.371 Passed(L1623) MID Span 1 under Floor ALTERNATE span loading Total Load Dell(In) 0,304 0,656 Passed(U438) MID Span 1 under Floor ALTERNATE span loading -Defiectlon Criteria:STANDARD(LL:U360,TL:L/240). -8racing(t u):All compression edges(top and bottom)must be braced at 21'10"We unless detailed otherwise. Proper aftohment 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: OSTERVILLE BUILDERS MiChael Santos FRANK Mtd-Ceps Home Centers EXTERIOR DECK PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02880 Phone;5083586071 X4087 Fax :5083984559 msantoaialmldcape.net Copydghc® 200 by Woe Mar.. a Weyerbaetraer ❑ualneaa Parallpm® IV a roplatpred tradpmnrk of Trup Jqiat. Cr\Progtom H11aa1Trµp Joipt\TJ-aaam\job eilapNOSTORVILGs euT40¢as-CXTMLr0e 090K Baer[Ii.aea The Commonwealth of Massachusetts William Francis Galvin- Domestic Profit Corporation Fili... Page 1 of 3 w° Minimium Fee: The Commonwealth of Massachusetts 4 William Francis Galvin $100.00 Secretary of the Commonwealth Xv One Ashburton Place, Boston, Massachusetts 02108- ` � '°` 1512 Telephone: 617 727-9640 ... r1 p ) I LOGOUT Annual Report (General Laws, Chapter 156D) Help with this form Federal Employer Identification Number: 043365873 (must be 9 digits) 1.The exact name of the business entity is: SMITHCO ENTERPRISES, INC. 2.The Corporation is organized under the laws of: State: MA Country: 3,4. The street address of the corporation registered office in the commonwealth and the name of the registered agent at that office: Name: STEPHEN SMITH No. and Street: 340 OLD STAGE ROAD City or Town: CENTERVILLE State: MA Zip: 02632 Country: USA 5.The street address of the corporation's principal office is: No. and Street: 340 OLD STAGE RD. City or Town: ICENTERVIL 11 LE State MA Zip: 02632 Country: USA 6. Provide the name and business address of the officers and of all the directors of the corporation: (A president, treasurer, secretary and at least one director are required.) Title Individual Name Address (no PO Box) Delete First,Middle,Last,Suffix Address,City or Town,State,Zip Code PRESIDENT SUZANNE J.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA - TREASURER SUZANNE J.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA - SECRETARY STEPHEN A.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA Director SUZANNE J.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA r Director STEPHEN A.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA CEO SUZANNE J.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA CFO SUZANNE J.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA Select From Below Title: First Name: Middle Name: Last Name: Suffix: r ' https://corp.sec.state.ma.us/corp/FilingForms/0200004.asp?stage=DataInput 1/27/2005 I FEB-28-2006 17:02 From:MIDCAPE 5083984559 To:15087784477 P'.4/9 Y DECK BEAM#1 Tj-DqArns C-20 5&U9 Numb6r.7OD41MO27 8114"x 11 7/8 2.0E ParallamS PSL, W0IManl,Zed16- SL 2(16% t MC u aP I 2126170W 6:e5;46 PM C 28%) PaQa 4 6n01n0 Voroi*n:6.20.18 THIS PRODUCT MEETS OR'EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Loading on all apana, LUF a 1.15 , 1.0 Doad + 1.0 Flog r 1.0 Snow $hoar at Mipport (1W 3393 -6264 6364 -3393 Max $hoar at support (lba) 46-S0 -7717 7717 -4610 Member Reaction (lbe) 4630 1543.3 d630 support Seaction (lbo) 5000 15431 5000 Moment (Ft-lba) 9658 -17169 9658 Liven Doflooti.on (in) 0.099 0.099 Total oefiection (in) 0.235 0.235 ALTMWATS *pan loading on add # opano. LDF = 1.15 , 1.0 Dead * 1.0 Floor + 1,0 Snow $hear at Support (lbe) 3825 -5932 3214 -1062 Max Shear at Support (lba) S062 -7205 3829 -1806 Member Reaction (lba) 6062 3.1114 1606 Support Roaation (lba) 5432 11114 1762 Moment (Ft-Lbs) 11544 -12364 364.0 Give Deflection (in) 0.162 -0.070 Total D©El.octi.on (in) 0.,304 0.037 ALTERNAI`E apart loading on Oven # spans, LDF' a 1.15 , .1.0 Doc4 0 1.0 Floor + 1.0 Snow $hoar at: Support (lbe) 1,062 -3234 5952 -3825 Max Shear at Support (lbs) 1606 -1.029 7285 -5062 Member Reaction (lba) 1606 1111.4 5062 Support Reaction (lbo) 1762 1111d 5432 Moment (Ft-Lbo) 2640 -1236d 11544 Live Deflection (in) -0.070 0.162 Total Defloct;Jon (in) 0.037 0.304 PROJECT INFORMATION: OP TOR INFO.RM&BQN: OSTERVILLE BUILDERS Michael Santos FLANK Mid-Cape Home Centers EXTERIOR DECK PO SOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:60830N071 X4987 Fax .5083984559 msantosCm)d ape.ne ct aepyr.laht;a 2005 by TzVs Sdimc, a 4t�y I""Iser pupinss■ narellams is a rouist#trd tlaGMP�k of True Joist C,\Progr4m F11aa\Trµe F114P%0Vr®V1L4z nVIan,cna-MVPURTORR DUCK Bum R"Ps The Commonwealth of Massachusetts William Francis Galvin-Domestic Profit Corporation Fili... Page 2 of 2 Real Estate Sales& Electrical Repair 8. The capital stock of each class and series is: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares Common No Par jo .,��„ 20000 10 1200 Clear Add 9. Check here if the stock of corporation is publicly traded: 10. Date of the end of the fiscal year is: 12 /3112004 Special Filing Instructions Please indicate special filing instructions if any, that apply to this form. Filer's Contact Information (Enter a contact name, mailing address, and email and/or phone number.) Contact Name: STEPHEN SMITH Business Name: No. and Street: 340 OL 1.D 1.STAGE ROAD Resident/Registered Agent .................. City or Town: CENTERVILLE State: MA Zip: 02632 Countr rL: USA Contact Phone: F ext: Contact Email: cape.cpa@verizon.net Clear Signed by , its President on this 27 Day of January, 2005 By selecting ACCEPT you hereby acknowledge that this electronic document is submitted in compliance with M.G.L. Chapter 156D and that the information is true and correct as of the date the electronic filing is submitted. This r Accept r Decline Click HERE to Submit This Information ©2001 -2005 Commonwealth of Massachusetts o All Rights Reserved Help u s 1 https://corp.sec.state.ma.us/corp/FilingForms/0200004.asp?stage=DataInput 1/27/2005 FEB-28-2006 17:02 From:MIDCAPE 5083984559 To:15087784477 P.3/9 Aon DECK BEAM#1 TJ-Da" 0.20SaftNum rraD 03 5114"x 11 718" 2.OE ParallamS PSL,.WolmanizedS- SL 2 (16% 4 MC War I 2l ON@ 5;ObA5 PM C 28%) 4�%WQK Pepe 3 erow wrobm 4 20.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Groups Primary Load group ^ 13.' I.50^ " 11, 1.501, Max. Vertical Reaction Total (Iba) 5432 15.433 5432 Max. Vertical Reaction Give 41bs) 3231 8639 3231 RequJ.red Searing Length in 5.10(s) 3.4.50(S) 5.10(s) Max. Unbraced Length (in) 263 263 263 Loading on all rapana, LD1! a 0.90 , 1.0 Dead shear at support (lba) 1494 -2602 2802 -1494 Mays shear at Support (lba) 2038 -1191 3397 -2038 Mombor Reaction (ibe) 2030 6794 2038 Support Reaction (lba) 2201 6794 2201 Moment (Ft-Lbp) 4252 -7558 4252 Loading on all apans, LOF 1.00 , 1.0 Dead + 1..0 Floor Shear at Support Ube) 3393 -63,64 $364 -1393 Max Shear at Support (lba) 4630 -7717 '1717 -4630 Meniper Reaction (lba) 4630 15433 4630 support Reaction (lbs) 5000 15433 5000 Moment: (Ft-Lbs) 9658 -17169 9658 Live 00flacrion lin) 0.099 0,099 't,'otal Deflection (in) 0.235 0.235 A.LIPERNATE span loading on odd # spans, LDF ■ 1,00 , 1.0 Dead + 1.0 Floor Shear at Support; (lbs) 3825 -5932 3234 -1062 Max Shear at Support (1ba) 5062 -7285 1029 -1606 Member Reaction (lbs) 5062 11114 160E Support Reaction (Ibis) 5432 3,1114 1762 Moment (Ft-Lbs) 11544 -12364 2640 Live Wlection (in) 0.162 0.070 'total, Deflection (in) 0.304 0.037 ALTERNATE span lo*&ng on even R apans, LDF' ■ 1.00 , 1.0 Dead + 1:.0 Floor Shear at Support (lbs) 1062 -3234 5932 -3825 Max Shear at Support (lbsl 1606 -3829 7285 -5062 member Reaction (lbsi 1606 11114 5062 Support Reaction (lba) 1762 1111.4 5432. Moment (Pt-Lbe) 2640 -12964 11544 Live Deflection (in) -0.070 0.162 Total Deflection (its) 0.037 0.304 OVERVILLE GUILDERS Michael Santos FRANK Mid-Cape Home Centers EXTERIOR DECK PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02680 Phone:5083986071 X4987 Fox :5083984660 meentosamldcape,net cdoyrlahu 0 2005 by Tru■ aciat, a wwArha*osle Ihlsinakp pavo4tama iP a registoted Liffidd A at MM Joint. C1%"ram ajjanlTrua JOi.nB\'IU•[bwn\Joe 1P.t.jSP%QPTmfV1LL16 6t1Y40>eNil-MM1014.DICK OW il.mne The Commonwealth of Massachusetts William Francis Galvin-Domestic Profit Corporation Fili... Page 1 of 2 The Commonwealth of Massachusetts Minimium Fee: William Francis Galvin $100.00 Secretary of the Commonwealth q One Ashburton Place, Boston, Massachusetts 02108- R kd 1512 Telephone: (617) 727-9640 LOGOUT Annual Report (General Laws, Chapter 1 56D) Help with this form Federal Employer Identification Number: 043365873 (must be 9 digits) 1. The exact name of the business entity is: SMITHCO ENTERPRISES, INC. 2. The Corporation is organized under the laws of: State: MA Country: 3,4. The street address of the corporation registered office in the commonwealth and the name of the registered agent at that office: Name: STEPHEN SMITH No. and Street: 340 OLD STAGE ROAD City or Town: CENTERVILLE State: MA Zip: 02632 Country: USA 5.The street address of the corporation's principal office is: No. and Street: 340 OLD STAGE RD. City or Town: CENTERVILLE State: MA Zip: 02632 Country USA 6. Provide the name and business address of the officers and of all the directors of the corporation: (A president, treasurer, secretary and at least one director are required.) Title Individual Name Address (no PO Box) Delete First,Middle,Last,Suffix Address,City or Town,State,Zip Code PRESIDENT SUZANNE J.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA - TREASURER SUZANNE J.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA SECRETARY STEPHEN A.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA Select From Below Title: First Name: Middle Name: Last Name: Suffix: Residential Address: City: State: Zip: Country: -Same Person as- Clear Add 7. Briefly describe the business of the corporation: 1, https://corp.sec.state.ma.us/corp/FilingForms/0200004.asp?stage=Datalnput 1/27/2005 FEB-28-2006 17:02 From:MIDCAPE 5083984559 To:15087784477 P.6/9 DEEM#2 •Ti-BoonA620&or III) Numbar7 427, s 114" x 11 71$" 2.4E Parailamltl PSL,Wolmlanlzed -SL 2(16% 4. MC User,, DM ON 0.0m PM 28%) �x Ins version;a.aa,,o 1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL.NOTE-S: -IMPORTANTI The analysis presented Is output from software developed by True Joist(TJ), TJ warrants the sizing at its products by this software will be accomplished In accordance with TJ product design criteria and code accepted design values, The specific product oppilcation,Input design Ioada, and stated dimensions have been provided by the software user. This output has not peon reviewed by a TJ Aseociate. -Nat all products are readily available. Check with yeaur supplier or TJ technical representative for product availability, -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SVOSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SOCA analyzing the TJ Distribution product listed above,. -Environment Consideration:WolmanizedS•SL 2(10%{MC a 28%).Member analysis Is appropriate only for material that is properly treated in accordance with procedures authorized by Trus Joist Warranties extended by True;Joist do not Include the adequacy or performance of the treatment, R8OJECT INFORMATION OSTERVILLE BUILDERS Michael Santos FRANK Mid-Cope Home Centers EXTERIOR DECK PO BOX 1418 4t35 ROUTS 134 SOUTH DENNIS,MA 02860 Phone;6083986071 X4987 Fax :5083984559 msantosemidcope.net capyrignt a SOWN W True J*iaE, a Wayorhiff�Uer pusinapp Parallamt .[e a req.lo[erea krademarK of "u■aei■e 41PtbOMm tlteawnrs J9'Pt%TJ-8rwam%9ab vi1esk0AMV'1LWI BUlLp6R0-07CRION patx 0MN U.eme The Commonwealth of Massachusetts William Francis Galvin- Domestic Profit Corporation Fili... Page 2 of 2 8.The capital stock of each class and series is: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares Select from Below Clear Add 9. Check here if the stock of corporation is publicly traded: I 10. Date of the end of the fiscal year is: 12/ 3 11 Select the Year Special Filing Instructions Please indicate special filing instructions if any, that apply to this form. Filer's Contact Information (Enter a contact name, mailing address, and email and/or phone number.) Contact Name: Business Name: No. and Street: -Same Address as: a City or Town: State: F- Zip: Country: Contact Phone: ext: Contact Email: Clear Signed by , its President on this 27 Day of January, 2005 By selecting ACCEPT you hereby acknowledge that this electronic document is submitted in compliance with M.G.L. Chapter 156D and that the information is true and correct as of the date the electronic filing is submitted. This Accept Decline Click HERE to Submit This Information ©2001 -2005 Commonwealth of Massachusetts All Rights Reserved Help https:/jcoip.sec.state.ma.us/corp/FilingForms/0200004.asp?stage=Datalnput 1/27/2005 FE8-28-2006 17:02 From:MIDCAPE 5083984559 To:15087784477 P.5/9 DECK BEAM#2 Td-Haaffa6.20 SWIM Numb�� 5 114" x 11 7/8" 2.0E Parallam(M PSL,W©ImanlzadS- SL 2 (16% C MC War:1 V2812086 0:0ti:04 PM < 28%) Pagel 0Nina VarWun:d-2p.18 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Muesli DIrnwalom 3V f Gir W 31A* Product Wepnrrt Is Conceptual. LOADS: Analysis is for a Drop Boom Member. Tributary Load Width:V 3112" Primary Load Croup-Residential-Exterlor Balconies(pso.,60.0 Uve at 100%duration,16.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(psf) Snow(1.15) 0,0 30,0 0 To 34'5 5/8" Adds.To SNOWDRIFT LOADING SUPPORTS: Input Bearing vortical Reactions(me) Detaal Other Width Length LhrelDead/Upliffrotal 1 Wood column 6.60' 2,82" 17281127610 0003 L6 None 2 Wood column 5-50' 7,12" 4317;325010/7678 L5 None 3 Wood column 3.500 TOO 4268/3203 10/7471 LS None 4 Wood Column S.St} 2.77" 1704 1 1250/012954 L5 None -See Ti SPECIFIEWS I WILDER$GUIDE for deteil(s):L5 -Bearing length requirement exceeds Input at supports)2,1 Supplemental hardware Is required to satisfy bearing requirements, 125 QQ Maximum Design Control Control Location Shear(Ibs) -4006 -3301 8106 Passed(40%) Rt.and Span 1 under Floor ADJACENT span loading Moment(Ft-Lbs) .8129 •8129 18808 Passed(43%) Bearing 2 under Floor ADJACENT span loading Uve Load Deli(in) 0,097 0,380 Passed(L/999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defi(in) 0.190 0,569 Passed(1./887) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:6TAN0ARD(4L:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 21'100 o/c unless detailed otherwise, Proper attachment and poaltlaning of lateral bracing is required to ochieve member stability. -The load conditions considered in this design analysis Inctude alternate and adjacent member pattern loading, ORERATOR INFORMATION., v. OSTERVILLE BUILDERS Michael Santos FRANK Mid-Cape Home Centers EXTERIOR DECK PO BOX 1418 406 ROUTE 1.34 SOUTH DENNIS,MA 02660 Phone:5083986071 X4007 Fax .6083084550 msantos(Mmidoape,net Copyright 6 2005 by True de.l.ae, a WsyerW*%1ser mu,tn•rs Vat:ASlams do a c4g31stared tradmark of True apist, C:\YrAgraal Ill*o1Txw JoltK1Iv-ngpr\7ob r11az%0& tvY[,Lt6 dbnAi11W-Mff1tRT0R DUCK OEM 91-oar The Commonwealth of Massachusetts William Francis Galvin-Domestic Profit Corporation Fili... Page I of 2 The Commonwealth of Massachusetts Minimium Fee: �%. William Francis Galvin $100.00 Secretary of the Commonwealth z One Ashburton Place, Boston, Massachusetts 02108- 1512 �( , x� Telephone: (617) 727-9640 LOGOUT Annual Report (General Laws, Chapter 156D) Help with this form Federal Employer Identification Number: 043365873 (must be 9 digits) 1.The exact name of the business entity is: SMITHCO ENTERPRISES, INC. 2.The Corporation is organized under the laws of: State: MA Country: 3,4. The street address of the corporation registered office in the commonwealth and the name of the registered agent at that office: Name: STEPHEN SMITH No. and Street: 340 OLD STAGE ROAD City or Town: CENTERVILLE State: MA Zip: 02632 Country: USA 5.The street address of the corporation's principal office is: No. and Street: 340 OLD STAGE RD. City or Town: j CENTE 1.R 11 VILLE State: MR Zip: RE Count USA 6. Provide the name and business address of the officers and of all the directors of the corporation: (A president, treasurer, secretary and at least one director are required.) Title Individual Name Address (no Po Box) Delete First,Middle,Last,Suffix Address,City or Town,State,Zip Code PRESIDENT SUZANNE J.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA TREASURER SUZANNE J.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA SECRETARY STEPHEN A.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA Select From Below Title: First Name: Middle Name: Last Name:I Suffix: Residential Address: I City: State: Zip: Country: -Same n as-� Perso � Clear Add 7. Briefly describe the business of the corporation: https://corp.sec.state.ma.us/corp/FilingForms/0200004.asp?stage=Datalnput 1/27/2005 FEB-28-2006 17:03 From:MIDCAPE 5083984559 To:15087784477 P.9/9 T .. } DECK BEAM#2 Q "27 TJ.eaaw0 0.20 t34Nm Nufter.700410382T 51/4"x 11.718" 2.OE ParailamS PSL, WolmanizedO- SL 2 (16% a MC Vear.1 V2W2000&08,06 PM < 28%) PnUe d Bngino Vanden-8.20.1e THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED A13JACEM *part loadings over ouppart 2, LDF a 1.15, 1.0 Dead + 1.0 Floor + 1..0 Snow Shear at, Support. (lbs) 1933 -3301 2866 -2284 1569 -753 Max Shear at Support (lbs) 2578 -4006 3571 2941 1.665 -1044 Nemimr Reaction tlba) 2570 7576 4806 1044 Suppoxt Reaction (Ibs) 2771 7576. 4606 1123 Moment (Ft-Lbs) $746 -0129 2896 -4581 2089 Live Detloction (in) 0.060 0.037 0.0119 'fatal Deflection (in) 0,1158 0.050 0.057 AWACENT span loading over aupporG # 3, LAP . 1.15., 1.0 dead + 1.0 Floor + 1.0 5ncw Shear at Support (1ba) 779 1.561 2269 -2881 3277 -1.873 - - max Shear at Support (1bs) 1070 -1,899 2973 3538 3933 -2518 Member Reaction (1b0 1070 4872 7471. 2518 Support Reaction (lbs) 1149 4872 7471 -2710 moment (Ft-Lass) 2195 -4718 2927 -7896 $481 Live Deflection (in) -0:020 0.038 0.055 Total De):lecti4n (in) 0.062 0.051 0.,id's f OSTERVILLE BUILDERS M10hael Santos FRANK Mid-cape Home Cantors. EXTERIOR DECK PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02680 Phone;603986071 X4987 Fox a 5083984669 ` a m�untoef�mfdr�lpf3.nek , Cvpyriuht 0 2005 by TrM111 JoiPt, a ftyathasueer buY.l-neaa Parallmnm lA a rapiatared "adaaurk oL TPno Jolat. - C�1Pew01:'arp 8114P\mF4e �7otat\911-It.amllob Pules\QBPORVII[ls 1F7140s112-W41RIQR PICK I31µH ni.ame Auto Spirit Inc. 04-3654378 Form 1120S p3-4: Income Tax Return for an S Corporation Nondeductible Expenses Smart Worksheet A Nondeductible meals and entertainment ........................................ 2,577. (Caution: If you use the Schedule M-1 Items Worksheet,enter any other nondeductible expenses there, Not below.) B Other nondeductible expenses: ........................ ........................ Form 1120S p3-4: Income Tax Return for an S Corporation Schedule M-1 Smart Worksheet To use optional M-1 items worksheet, QuickZoom here ............................... Program will complete Schedule M-1, lines 2 through 8, from entries on M-1 items worksheet. Computed Net Income(Loss)per books A Income (loss) per return from Schedule K, line 17e ............................ 251070. B Income item tax/book differences from M-1 items worksheet ................... C Expense item tax/book differences from M-1 items worksheet.................. -2,577. D Net tax/book differences (combine lines B and C) .............................. -2,577. E Computed net income (loss) per books (combine lines A and D) ............... 22,493 . F Use amount on line E for Schedule M-1, line 1? ........................ Yes X No FEB-28-2006 17:03 From:MIDCAPE 5083984559 To.:15087784477 P.8/9 r BECK BEAM.#2 ` W •s TJ-OeRmaC920WRIW W 51l4" x 11 7!&"2.OE Perallam@ PSL, WolmanlxeOV E SL 2.(16% < MC If.,1 212W2009 5:0&05 PM �p/p� Pepe 4 Engine Vefplon:0,20.10 < 2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN,T TTffc� AD�TAC$N'r cyan 3� nova7r o'upp MD • l. t)oacT* 1.0�1 00� V O Shear at Support (lbel 1933 -1301 2969 -2204 1569 -753 Max Shear at Support (lbs) 2578 -4006 3571 . -2941 1865 -•1044. Member Reaction (lbs) 2578 7576 4806 3.044 5uppnrt Reaction (1b90 2771. 757G 4806 1123 Moment (Pt-Lbg) 5746 -81,29 2896 -4581 2089 Live Deflection (in) 0.060. 0.037 -0.019 Total Dolleotion (in) 0.150 01050 0,05'7 ADJACENT opan loading over support A 3, OF m 1,00, 1.0 Daad + 1..0 floor, , Shear at Support (lba) 779 -1501 2269 -2881 3277 -1073 Max $hoax at Support (11)s) 3,070 -1899 2973 -3538 3933 -251.8 -. Member Reaction (lbs) 1070 4872 7471 2518 Support Reaction (lb®) 1149 4072 7471 2710 Moment (Ft-Lbs) 2195 -4718 2927 -7999 5481 Live Deflection (in) -0.020 0.038 0.055 Total Deflection (in) 0.062 0.051 0.145 Loading on all apans, LDF 1.15 a 1.0 Dead + 1.0 P1oor + 1.0 Snow Shear at Support (lba) 1551 -1244, 2575 -2575 3215 -1935 Max Shear at Support (lba) 2635 -3948 3280 -3231 3871 -2580 Member Reaction (lba) 2635 7228 1102 2580 Support Reaction (lba) 2828 1228 7102 2773 Moment (Ft-lbs) 6004 -7477 1025 7203, 5755 Livo DofleCtion (in) 0.069 0.007 0.064 Total Deflection (in) 0,168 M0.017 0.155 ALTERNATE span loading on odd 4 spana, LDF = 1.15 1.0 00ad + 1.0 Floor + 1,0 Snow Shear at Support (lba) 2166 -3068 1177 -2145 3033 -2117 Max Shear at Support (lba) 2811 -1171 1495 -1441 3690 -2761 Mombor Reaction (lbs) 2811 5268 5131 2761 Support Reaction (lba) 3003 5268 5131 2954 Moment (Ft-Lba) 6830 -5670 -1194 -5177 6594 L1ve Deflection (in) 0.097 0.058 - 01091 Total Doflact:i,on (in) 0.199 -0.055 0.185 ALTERNATE span loading on wan. 4 apana, LDF . 1.15 , 1.0 Road + 1.0 Floor •v 1.0 Snow Sheer at Support (lba) 722 -1636 2559 -2591 1631 -691 r Max Shear at Support (lbs) 1011 -19S6 3264 -3247 1927 -982 Member Reaction (lbo) 1.013 5220 5174 982 Support Reaction (lbs) 1092 5220 5174 -1061 Moment Wt-Lbsl 1964 -5370 3043 5274 1848 Live Deflection (in) 0.030 0.06a -0.030 Total Deflection (in) 0.049 0.082 0.043 t • PROJECT INFORMATION: OPERATOR INFO_RM TION: 0$TERVILLE BUILDER$ Michael$antoe FRANK Mid-Cape Home Centers EXTERIOR DECK PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:608%06071 X4087 Fax :5083984559 mean(osCm(dcape,net Copyright a 2005 by Txvn apiet. a wayornasuwr Ikutnese p{I Ce11,Yap is a [eblsCe[sd ytsdsrmfk h2 'MCLLe .10ist. CiOredrem rlles\Trus.7eist\W-04=Won P11pV\00T1RVnLR R11=1,PRR0-11FTRRTOR QCCK 1)L"Md 11-811Y FEB-28-2006 17:03 Fr-om:MIDCAPE 50631384559 To:15087784477 P.7.9 ,.. OECK BEAM#2 r,-8ean9a.z01 �'.70U 27 51/4" x 11 7/8" 2.0E Parallan@ PSL, WolmanizedS-PI,2 (160A ,4 MC Uw,1 2126=0 a06:05 FM <28%) PW$ engine Verslan:6.20,16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Qroup: Pximaazy Load Group 11, 4.63, ^ 11' 3.131 " 11, 1.88" ^ Max. vertical Reaction Total, (lba) 3003 7576 7471 2954 Max, vertical Reaction Live (lba) 1128 4317 4260 1704 R0quirad 6aa.ring Length in 2,82{9) 7.12(S) 7.02(8) 2..77(8) Max, unbraeed Length (in) 263 263 261 263 263 Loading on all Iapana, LOr a 0.90 1.0 Dead Shear at; support (lbs) 099 -1463 1161 -1161. 1450 -873 Max Shear at Support (lba3) 1188 -1.710 1471 -1457 1741 -1161 Member Roactl.en (lbs) 1188 3259 3203 11.63 Support Reaction (lbst 3.275 3259 3203 1250 Moment (Ft-Lbo) 2707 -3371 823 -3248 2595 Loading on all spans, LDF in 1.00 , 1.0 Dead + 1.0 Floor sheax at Support (lba) 199j -3244 2575 -2.575 3215 -1935 Max Shear at Support akw 2635 -3040 3280 -3231 3871 -2580 member Reaction (lba) 2635 7228 7102 2580 Support Reaction (lbs) 2828 7220 7102 2773 Moment (Ft:-as) 6004 •7477 1825 -7203 5755 Live DePlocti.on (in) 0.069 0.007 0.064 Total Deflection (in) 0,168 0.017 0.155 ALTERNATE span loading on o4d # apans, LDE• 0 1.00 1.0 Dead + 1,0 Floor Shear at Support (lba) 2166 -3068 1177 -1145 3033 -2117 Max Shear at Support (lbs] 2811 -3773 1495 -1441 3.690 -2791 Member Reactioo (lbs) 2011 $268 5131 2761 Support: RpaCtlon (lba) 3003 5268 5131 2954 Moment (kt-Lba) 6830 -5479 -1194 -5177 6594 L, ve Deflection (in) 0.097 -0.058 0.091 Total. Dop3.eCtiOn (in) 0.199 0.055 0.105 ALTP.1MTE apart loading on oven I spans, LDF' ■ 1.00 1.0 Dead * 1.0 F100r Shear at Support. (lbo) 722 -1.630 2559 -2591 163.1 -691 Max $hear at: Support (lbs) 1013 -3.956 3264 -3247 3,927 -982 Member Reaction (lbs) 1013 $220 5174 982 Support Reaction (lbs) 1092 5220 5174 1061 Moment (rt-Lba) 1966 -5370 3843 -5274 1040 Live Daglect:ion (in) -0,030 01065 -0.030 Total DafleCti.on (in) 0.049 0.082 0.043 PR0JECTJNF-0RMAT10N* OPEEW211 INFORMATION: OVERVILLE BUILDERS Michael$Ontos FRANK Mid-Cage Home Centers EXTERIOR DECK PO BOX 1416 465 ROUTE 134 $QUTH DENNIS,MA 02660 Phone:6083086071 X4087 Fax :60939046% mI antosam(dcape net oepyright 6 2nO5 by Truro ,Tout, a Mayerheaueer Put-ImeY f"OYel ckne to a rapieterad teadoma k 6x Trtsa JoApt- C1\YAapzam ]7114p\m:ue aa.Lrt11U-beam\lop ?Xt4a\*0TZRV1LLR CUILIORIM-0171RSAR DWX 0"M H-111" The Commonwealth of Massachusetts William Francis Galvin-Domestic Profit Corporation Fili... Page 1 of 2 um Fee: The Commonwealth of Massachusetts Minimi $100.00 William Francis Galvin Secretary of the Commonwealth One Ashburton Place Boston Massachusetts 02108- ,, 1512 x tom ` Telephone: (617) 727-9640 LOGOUT Annual Report (General Laws, Chapter 156D) Help with this form Federal Employer Identification Number: 043365873 (must be 9 digits) 1.The exact name of the business entity is: SMITHCO ENTERPRISES, INC. 2.The Corporation is organized under the laws of: State: MA Country: 3,4. The street address of the corporation registered office in the commonwealth and the name of the registered agent at that office: Name: STEPHEN SMITH No. and Street: 340 OLD STAGE ROAD City or Town: CENTERVILLE State: MA Zip: 02632 Country: USA 5. The street address of the corporation's principal office is: No. and Street: 340 OLD STAGE RD. City or Town: ICENTERVILLE State: MA Zip: 02632 Country: USA 6. Provide the name and business address of the officers and of all the directors of the corporation: (A president, treasurer, secretary and at least one director are required.) Title Individual Name Address (no PO Box) Delete First,Middle,Last,Suffix Address,City or Town,State,Zip Code PRESIDENT SUZANNE J.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA �— TREASURER SUZANNE J.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA r— SECRETARY STEPHEN A.SMITH 340 OLD STAGE RD., CENTERVILLE,MA 02632 USA Select From Below Title:............ First Name: Middle Name: Last Name Suffix: Residential Address: City. State: Zip: Country: -Same Person as- dd 7. Briefly describe the business of the corporation: hops:/%corp.sec.state.ma.us/corp/FilingForms/0200004.asp?stage=Datalnput 1/27/2005 tas 74 ,. as sThe Town of Barnstable- et: D,,. Health Building DivisiOU 367 Maas UMA HYA"ah,a YOSS �XV§thn : c_,-,ems -art c'�cr a�:.: '� ' = p t c u - 0 { �J ff ..Q—C Z n wn of Barnstable s&C" (if o'erlth safety and Elm ental ser� o- Building OM -6230 NIEW. - t Y ._ ---- Pate". ..- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 021 o Parcel DZ/a Permit# r Health Division Date Issued 0 Conservation Division Tc S� O� Application Fee �— Tax Collector A 00 0 ��" tL" 7 g/d� Permit Fee � 1 ou Treasurer L — cR Planning Dept. , Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address SV (, 5 2req d:f Roe Village C C,,Vtt.2v w 11 L q 6,2 4, 3 1 Owner i r�si Ats T-1 A R"_o L-i' Address S`��F_ Telephone �Q�' Z Q 1 o? /Y Permit Request A�,. %I�,Ae ze X a crh" Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 3000.®U Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family U/ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 3<0- l�N On Old King's Highway: ❑Yes `o Basement Type: M/Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing / new Half: existing new Number of Bedrooms: existing_ new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas 2 Oil ❑Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ®1vo— Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage)lexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# A Current Use - _ Proposed Use / BUILDER INFORMATION Name �iC�,h��,QrS�. � Q ��cS Telephone Number 77Y- O 4Q (Address S D J ! ;Tn-G E RA • License# CRc -4q,e_v!lI F 1f4,1ft oa 6 3 2 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CSIGNATURE DATE 7— _O,1 FOR OFFICIAL USE ONLY r - PERMIT NO. DATE ISSUED MAP/PARCEL I4O: ADD.RFESS 'VILLAGE OWNER DATEOF INSPECTION:- FOUNDATION i-_ FRAME INSULATION FIREPLACE `' f ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL-, GAS: ROUGH FINAL ,`: y FINAL BUILDING y� M DATE CLOSED OUT I ASSOCIATION PLAN'NO. v aP , °FINE rq ,Town of Barnstable Regulatory Services - 9MAW. Thomas F.Geiler,'Director 019. ,0 Building Division �ejEC NAp'�A Tom Perry;Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. i Date { AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work Estimated Cost 3 000e-0 Address of Work: S4) Q_D S Tim 6C Owner's Name: /�G1-i/J�/� 5/W Z_ T Date of Application: d ^®� I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law ❑Job Under$1,000 EI�B ding not owner-occupied LrJvwner 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. R Date er's The Commonwealth of Massachusetts - Department of Industrial Accidents _ - - ONice ofln�estigatio�s . : - 600 Washington Street Boston,Mass. 02111 Workers'�co ensation Insurance Affidavit - name /I`Cl'ID�/ BL fS location• IGt <ei r1 V i Ile MW rhone# SD' _ 2;� a•-1 . . . . 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'. .. - ..}Y,.••:}•}73i:.�:' Failure to secure covege 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 ra one years'imprisonment as weU as civil penalties in the form of a STOP wORK ORDER and a fine of 5100.00 a day against me I miderstand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification -- I do hereby-certikunderthepains-andpenakies-of-perjury-that the-information-provided-aboveis_true an&correct _ signature - Date Pent name ID / (' Phone# S O 8 — 77 S ---�' official use only do not write in this area to be completed by city or town offidal city or town: permit Ucense# OBuilding Department" ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office _❑Health Department contact person: phone#; ❑Other (nuked 9/95 P7A) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their "law", employee is defined as eve erson in the service of another under an contract As quoted from the law , an employ every person Y employees. �`, ' express or im he oral or written. :�of;hue, exp P � 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 . M dwelling house having not more than three apartments and who resides therein; or the occupant of the dwelling house%bf, ' 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,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 situationand' supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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 jf.you are required,to obtain a workers' compensation policy,please call;the Department at the numlier 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,6,fle 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 tlie.pernutflicense number which will.be used a's a iefeience number. The:affidavits may die'f the Departrnent by maiY or'FAX unless othei arrangements have been made: The Office of Investigations would like to thank you in advance for you cooperation and should you have any�uest<ons, . 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 investlgadons 600 Washington Street "=�t Boston,Ma. 02111 fax#: (617) 727.7749 phone#: (617) 727-4900 ext. 406, 409 or 375 r The Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 07- © 9- 01 , JOB LOCATION: S Q 0 d-9 S TA C c- W,- Ce,-eca.'V'i lk M 0 number street village "HOMEOWNER": IAIcMfrS �, ��!pAt.l� ��"?7 ����� f. S71 (rs��S name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwelhnjzs of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Sigy re of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often.results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN Ellu OTE:not all symbols will appear on a map „. GOLF COURSE FAIRWAY y •. .. ._ ..� f .,,. \? P,� O. ` _ E DGE OF DECIDUOUS TREES - _..__... EDGE OF BRUSH ORCHARD OR NURSERY ,..--. . 39 � �2 ,, ti EDGE Of CONIFEROUS TREES MARSH AREA _..... __......... EDGE OF WATER DIRT ROAD MAP 20 --- DRIV - ----"-,,,-..-- � I � � — � PAVED ROAD �-PARKING LOT { 0 - - - DRAINAGE DITCH #/35n' \ ----- PATH RAIL ...... PARCEL LINE IIAP 208 j Map no c —MAP# 21 E PARCEL NUMBER O i #laso —HOUSE NUMBER 4 2 FOOT CONTOUR LINE 10— 10 FOOT CONTOUR LINE 50 Elevation based on NGVD29 r i 4.9 SPOT ELEVATION __..I y' STONEWALL -X—X- FENCE ® ® RETAINING WALL RAIL ROAD TRACK y STONE JETTY PODL SWIMMING POOL 1 ------------ PORCH/DECK .._....._.....__..._......_..... _............. w ....... _.....X ....._......_._.__ /\ \.. (� El BUILDING/STRUCTURE DOCK/PIER 4? HYDRANT e VALVE OO MANHOLE t -" 0 POST 0" FIAG POLE T O W N O F B A R N S T A B L E G E O G R A P H 1 C 1 N F O R M A T 1 O N S Y S T E M S U N 1 T .o SIGN ® STORM DRAIN N PRINTED SfAlf IN FEET *NOTE:This map is on enlargement of a Fd The parcel lines are only graphic representotiom DATA SOURCES:Planimenia(man-made features)were interpreted from 1995 aerial photographs by The James ❑ TOWER 1"=I00'scale map and may NOT meet ty houndaries.They are not true locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD 0 UTILITY POIf w E 0 20 40__j National Ma Acmrary Standards at this resent actual relationships to ohvsical ob"acts Corporation. Planimehia,topography,and vegetation were mapped to meet National Ma Accurary Standards f:\dgn\C:onservation.dgn 07/08/02 12:08:13 PM VINYL CEDAR PINE SHED PANEL W111, 1 �' $'�-� :.�ie��°^!' �xxY"k'a ay+r k"w�4p _i Jti.. �,. y.:, w `vc F � nu�nl�e 4�f V1U��A��C�%�,.�'�,Ft;.:is.ww'31.'�.'A-:�z� .?'L,:• Y�r.fat.,�,.�. nU�C $t B,rrYB Iljnip 1 -1eij)}-o eoaOe, Yj �h cexterior j .1 1 111 11 1 1 i� �. ,qng ,✓y k I�Yf lrfi�u •7 � a {9 1 n 1 11r/�A '1(81. �4T 1i01f4? 1°,19.�' Durable 1 economical1 11 1 4 1' .1' 1 1 1• 1 , �'���• F f beautifully '� bk Xl wmis'te SR J� B.. c.yos C B e o07 i'nB o,e), B 1 :1 .r P' . 1 , •P '. A paint 9 I I 1 "yARM2 i� ik "�Mk§e°�. ,excellent 1. forr .� y�.•4A Pll[ P B]9 t�41 Upgraded 1 improand buckling ved nj z r 1 { 8 I x "ell S !$tea - ;1t .t ''�p1 :.wr I,.1 � �i +C'. 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"� '+cSt'!"A(vl Pia.t e. ®d Jly.., O 11 1 1 P I 1 111 1 s _ 1 {' Y E B h),l� Q 9 // !; •+, a 3.,�} i .&'_" y�yli."aYCl'atf�y. f Sadw �� s �,t�A( ..,,pa4'f� ..9' -� .::Y,/ C. 1•'�' 11 1 PI 11 1P11 111 "11 ®• $ S.W ."el-a'1'� v`,�' S. F'r'?,r^` � .� �s :,m�'i #°i, �h k 1' �s.�•a� ! � �. x' xi+i P 1 1 I '11 B�{i 4�.i �{y � :#�'*r t rr 1/ :,� M ��•i a01V'�.�r.�� /1 11 11 11 1' 11 � €a 4 uee. w"` w ill,WO. 1 R,. ._.. •1 I 1 1 /11: •'' '11 y+u,? `"� w ti.h.F w 34:.. 1 -..:.:- x- p 'fix +P•S-),-(p"s f rt. �..#GSA..' • /1 11 11 . �� nz't�.`,. 0 Yt © � •x: '� rU�s��©�: .�3'"�, .. ` °.N'0 '�1 4a'r r, �1 °� i .ef`"s"� rx� r ," + .ez 1 1 1 1 1• •1 — . ".R,a?��,'k ��• t t t • • •t • � .t- • >x i � .�g��`'K f,�z' f �u°' p '+f' B r J k t �•• - t •t • 4 .���r y Y�.;j A n +F,4 o`t J H � xF� c ;1t,.� •, °.� ,�4���.�'��.;�k�k iRsw.d•1'4�1 r�y 6 � ��h iti r4 �f�rF�r_d�Gs a'att�sjar��q�' �"4Y�F Daniel L Dramen,PE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-6016 September 29, 2006 Nick Kapolis 50 Old Stage Road ; n Centerville, MA 02632 Project, 1605 Kapolis Residence In answer to the Building Inspectors request: i The 20 1/4's are to be through bolted with 3/8" bolts, 16" o.c: staggered . t&b with 2 bolts at each end. Daniel E. Braman, o. DANIEL E.BRAMA a y STRUC Cc: Ken Sadler w ° H A 8 i _ a V =`uee3u 0 09nYE MOo v'_o^ l o,_o„ 4,_0„ 2 q,_o„ 1 o-a• 2,_0. , �, w @";3 g$ 7 vY39m€�YYEn IMPORTANT — UPGRADE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING OF a SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN o S ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED, q E NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS—THE ELECTRICAL ° AdJue++pp of found„+ion+a 9 >4/4 R T DOES NOT SATISFY THIS REQUIREMENT. callow for n¢w9 1/2"Joints - � [q ' Pin new founds}Ion to old .o �a LL w/Z-•4 rabwr pins ________ ______________-_______ O ___ __ ___ IL - --- r - r-- - -- -- --------------------- ` - O e a-_ I If -- L •4 pa LI i � t__ ___. _... __ ___I I l _ / 12"x 4'O"honotubam/pigfoptm I I I I poured cancrate Porch pert qor \ 0"z t>'-!m"Paurad concre+a I ' OPTIONAL<ereen porch E 4" faundwt ion sa+on I!e'r 12" �� 'I I CXih'riNG POUNVATION OO -% Q son+inueac aonmra+c footing �{{ j r f- C �- +I' \ E ♦7 5/B"'rypc"X"firccodc GXIhPNG POUNVATION S m ' :s �. �;' drYwwll on wwll wnd°tiling - \ Y, i - i callow for ncw9 1/2"Join+c � q �I 1 I v"zle"z9"P�mam PIe, P'n new 4oundwYon to old I I �-\ � � O G"x!e"r9"p¢wm Plc. w/Z-•4 rabar pns - i +' ,n `\ 4 II pmam•1 WBx 1 0 h+oml') l .-.-.-.-.-.-.-.-.-._.-.-.-.-.-.-.-._.-.-._.-.-.-.-.-.- I �` / U• - I__ o I I� I I j � i �`,�.I) 0"x�>•(o"Poured oonereto U II1 4 P ¢d concrc+c slwb oP°^ jI foundwYan s°}on I G"x 12`' 1 xis+'n fou^dwtion I w/P bermechm wndmM'I - 1 .' conynuous caner¢+m foo+Inq 'v, poly vwpor bwrr ar. I C4 I; - , inQ�' V �1 •/ CXIh1-INGPOUNVA7114 I' I I � I•w.�, I � I C I oro +o fsouadw+on a•-z" i I R.emovc az s+nq door ' P Po wnd tch to mw+ah I I Ncw ston¢,GMU or poured conorctc rc+wining wall p. !o%lo P.l-.huppar+poet I P^ Cxc+n dow+o remwin � I i'' - - a I I II �I I a a qB �¢e\'V'y ` 2xG ww0<sau o^ �� 'I Pourad concretes b 3 M J m y p m_- L- ll�� xI'I ^c II w/P'bmrmashm andvlw�L II vi �� 9 1/2",D h+ccV aonKete Poured O 4 , 0-x 4'O"P red M Ad rsenmA - J 2 G W^II<sa+on _ coot nuous oncrc+° 1 "'L column cat on%.O"x9 O 1' f B"x ' " i i B"L 4'O"Poured /j cfoo+nq $ � -- f-4 w 0 N 2 xlo w.11<set an 4 eanuete foo+nq jl ^ere+a iros+wwll 0 4' ` set on 16'x 12' '.^^ L -- a" Door.+.fros+wall I I a+nuous aanmra+e � - -I eonYnuoue aoncro+a - iil <at onlG xl2 j�'S �� �III footnq _ - Ili i�si Foctnq. # � C con}�nuous aov-ro+e I 4"pour¢d oenarete dwb NOrC I Il I &x-P.T-urp-+Pos+ I� J` C. N N s x•'I' �-.ar+x r.«,so,r..rrvmt lir.o 2A n4d c>rs/e0n"m x A 2-0 11 /B"-- _' o II \ a AS�Ca, Post SMU ET OR� REVIEWED ----- '--- ---- AN vN® - EODATE U [ 12'z 4'O"�lono#Vbam/Pj 9f }m - -- �' AA CFI Z 1/2�z 1 1 >/0' Powmd concrato porch p°rs New s+onm,GMU or poured concrc+c rc+w n nq ww0 9 I/2 O ht V +c c41um I Ij �P."T Varsw_Lw�m W ._ - - .- -- - --J -- -- -.-'1 s V o t Q 3 Q ` FIRE m n RE DEPARTMENT DATE 4s n v m s Orop T.O.P.to 4"wbo�a grwda ` G%lo P.T huPPort pos+ 80TH SIGNATURES ARE� R a 3 REQUIRED FOR PERMITTING c�E.,p° \p0cs a� nvt oL uo caa m� a` °� 10710 0q.Ft.additional founds+ion space U��n o` K n`-d n.J d. E E 1 2 O.B LF Foun4.41- 1 06.8 LF.Fro*,+wall. - o P + 0 2 2 9.e,LF+o+ai founds+ion DRAWING TYPE: - PoUndai-ian plan SHFFT NUMBER: Ze 1 pp I ' p ° EeMgsy�w - � i � u�ma .� S1 maY oi�u�a c.-. ' Usa singly or double I } a o � y°L II s O (o euw1J29/92" 9, u` squwsh blocks ws raqulred. APA rw+g-d rim Jois+s m m.o � ° 3gz°` ils s - o S i o � 0 Laved bewrinq wwll or paint Iowd hc2Ufy�iµ P.�'LOGIG� Use single or double s,juw h E must be wligned under Iowd bewrinq (with O�ip or equwi rim joist—) blocks as required. p -veil or paint Iowd wbave � L �l �ctus.�µ i3LOGl�h � Sl � L 0 � Option-I 4i aen e P-,h � Rl 1 �, :` q '^ a Cx'rctlnq irnmmq+o rcmnin o � Q N 51 Nh y x / %`i,� '� � CXctinq from nq to rumwin � \ �1 O L Sl\ fi aS I l" s I I a �"pGl�imbw.vd ' a(3 lx ai/e pun 50 ,v ig 1 °, i :4>bet hnmpwp. suTA A*+i ;,I Zg`�, as .`^° sk x.¢ cxi�+inq fr.m�nq+o r�auin i ca d#rq'� y�"`S ,� slrv� a Y / aY - rn, rs9gtt r �i r ' L - - - - - - -- - - - - -- - - -- - a u ${�19 41 t F2 reimpconm Lrywx Huy 2 1 o Hwngmr<®1 G"o.c. - � - � � �( 2xi0P.7.Pa1k.lois}c®,!o"o.c .0 L 13 O U (£ ;Im �a o Ns o P.T.ocek Jois+4 e t -1-HuheioH.ngmr<®irw°wo.- a 2-1 7/4"x91/2"Var<4L4mm door hawdcrs v �O�u � � I"pGl�'imbo4rd v c \ � a NO �- FI Z > --i S oW�r of s n � � o� ma��oa o c.�.�30 Alol Gale: 1 /4E�Ar CC� a€OHO v W m ¢ 6 0 N V V n DRAWING TYPE: Piro+Floor Framing plan SHEET NUMBER: rr O 1 • sv,-ax � t � � ,�, - e = w��osoY9�mw 0 "m a 0 0 0 � � u uPsm�P°PgEn' �.ZNO B m w —� v e,_ax < New brick or<tonc front<+eP 0 I � m°pmcorwti�m/<trua+urA columns Oa C Q -------- --------I1 �, :: ------- ---- -- I--- -----I 0 UP 1 - up : - fhem wwll wnd open <tlnq ` ..._ �.mw.axl.rma m�d.w F—o+fanaf l o'x 1 O' E <twlrwell.Add new<Ite ..a.".w.v TW.m,.a.u• P Q dPorch An r<dacno d I• and newrwilinq<wndbwill<}crc iexr:.. role,.. �iareene TW2a92 LIVINL�OOF( I \ Q 1/B"x 4'-4 1/B" Q, — o hermwrrum PG I a m +� L b Cxi<i+nq Prmplwem tm remwm r 9'-2 5/a"z!e'-I O" w' NO O : PHE I I, EXI�iTING .I S C j`' P�epm•1wBxlaro+e.l I711ylf.�gK-OOi'( -- ------- ------- s Nu O " `\ a <e V " And. m " i' 11 nUaV1 lc] w/nmw.wb'r:mt<wdded mw n• --- Ander<mno rW 24 Reb-2(4"h(ulll w O a n TW2 2 94 1 Ci<tin x �r p.< o o o O w+o remwm 0 G +q do I 7 " {3 IL \ c - I oe m x�/B ',` �emo�.♦x:<tinq wwll< d -.. 0 I <torwq. oTrawd.m a• o�! � I _ - � � �.. i 1 _ � 11 I ," r.a.2•-�1/B•x,•B..B• - �Ir�H�N I o � � 3 I I � \ Andar<ano p.,yN0000 Andcr<mne 1-I AW 2ci 1-�i(4" ulll Andcr<eno TW1/9 2'-4>/B" x `✓ - - D -.n 3 # 3 c J <E iA�dar<a"mPW Nvova � � -S °,.0..�s.. vi I ...A- V E CL- - a/oxoie � 1 xa r(oho dmckln %�Z —A....-7WO .l ._ 9 I I 4x(a P.Thuppart po<t � ? _— � v GLL a p J1� U04� QaQ\ d' AHn \U .Ga vi�sLN tl —cC t•.C p o O Wtu OE N Q O D_0 U "m "m 3a earW�aa g.�tIt 3m 3m n� FL-oo� MAN DRAWING TYPE: 1 /4" = 1 1— Flrsi Floor plan d I O7lo yy.Ft.addi}ional living spnoe SHEET NUMBER' A200 y wyE Eum c� �E9av . �� I, I f ohp�(or ayual129/0.2" } S q'•'✓_; APA rated rim Jois+s (p 2 Z o j ii: II ii I j99 oo.y°mmi'v' E II axlop.wf+wr olm ` 4 7 0 "Ysaam 3�Y'$n 2xlO�wi+ar ®IG"o.o. 7` 4• a`g o"` 2 x 1 o Pwf+ars m II o i i ]L d 9 m I I I I I I w F I T'- 1 In 2xlol-wf+ors¢1m"a.a, hc�UlhHI�LOGI`� T IT Use singla or doubla squash ' (with O�ifS or a ual rim Jols+s 1 1 /a"x 1 1 >/e"YcrswLwmm 9 blocks as rayuirad. E I 2 xB oar rwftars®1 v"o.e. I I I L Usa sinq(a mr double Q ''.I squash blocks as r¢quired. 4 -- -------- I- - - - - - - -- - - - -- - - J ,. 11 T IT II ax1oP-wftcrs®1!o"m.a II I S � � -X Z 4` l 1 Q S N I m a�I�'� I�j i I Load b¢arinq wall ar paint land +Y- O 4- must be aligned under land bearing 0 �— C: I � y I I�r � I I wall or point load above j � On `�` I I E @ I I I I Giquf�GJH 13LOGIGGJ � (,�I EL E-- Ill I- I II I I(------------------ ------------------II j F-OOF FP-At-la PLAN - - -- - - - -I - - - - 1"CxGl p.imbowrd \ ..�q.'.�_6�.. 9 1/2`DU4�ioce 1(o`aL 0 9 1/2"%GI9 ZOs®IG"o.c. I .r ,a O m -.C7)--,a Prwmc for exi<}fnq ahimncy ..O^^ L L O 3 I II I ^ 04 -- - - - - - - -- - - --- - - - -- I S 'h - - - - - - - - - - -- - - it r.,a;-.._Py.. I 91/2"bG1450c1®1!n"o.�. 91/2"p�Gl4%Oc®1(e"o.L. -_ -•O��I�� i I� 91/2"x91/2"YersLwm I II I II I .. I II I II II _ _ _ I I I I 41mp..mnm IUT9 hwn�r o t G"u.s. I °c�3 P P y u e I I _ I I jl jl mums as=, 0 0�- aiimpso II jl om3iE J1 Q o f 1"pGl Fimbawrd 1"p6I�Imbowrd I ° o I I I ma�smu EoL oLcf 1 V ¢ p J 0 y u � I ii � it � �a pL ny.dn.Jcl II 9 I II I DRAWING TYPE: heeond Floor Framing plan '(roof Framing plan I I 1 SHEF-T NUMBER• I �. �EGONI7 FLOG F �h�E "- —"m c...Ey9 O pf x u u° <, ati, E O '3 uy;( q q@RmSe�moaq S m' 0000,a3 °5 m S 7 o uti�a-slogs �HO�, �n Ba Fo w c d 1414 y � pSy -------------------- S ` 1 D _ O - I T C A- of tL a 4 ' — �' aeillnq line c walk-in Gloceilingline Andercenm W2492-1l9"F(ulll - Unf niched 9torw4e y T I }hird bedroom a}#'me of aonctrua} �,. nN IU � I AndersenmTW lB9fa-2(4"Mulls a � •_1'i" c¢ �1'ln" 17-8" Ell 11 a .... O i O ` I u „ c '----- 1 O hndercanm G�1 9 S O c _�m LP ...�. �.m..o3 '. f ' # C J <3E I I Andcrcenm G�1 9'i s — ...v� Anderscnm AW 251-9 f4`Mulll i P�ED�OOMa�( I � s h E >'-a 5/e"x 2'-4 a „ >'-> I/2" Ander,=- W 2 4 4 2 — • I a ° of—Iln c I O �' 6 0' ua°ugsv° oOw 0 z w � 5 > LI- �- ��GoNr� FLoo�=- Pi-AN DRAWING TYPE: <d A�oo A heoo nd Floor plan . 1085 hq.f+.Livinq space d d SHEET NUMBER, 9'-B 1/2" q'-O 1/4" 10'-!o9/q" - Gon+inuous.ridq�an+ -S a, n w��EbY A • Archl+ac+ura!asphAt+shingles� 2 x 4 Gollar ties® 1 lo"O.c. .� 9 ^�E���°��`n.o S 1/2"APA F-- .J shawthinq (p S mm-s$,g�ovSao 2 xB�aft¢rSe IG"O.c. 1 2 3 7 u uPsu=€.°yr9V ]L ab � sX- Ica and water sHald---- `I' S ANml��ua�k-i d -' P a qe� 2 x!o G¢Ilinq joists® I!o"o.c. Aluminum qu}}ers to drywells I x!o P�eadboard paneling � 0 1 z_^2 primed pine+rim Gaz 1 O Pir beam _ Gon+inuou post cap Q Aluminum or wood removable screens S' Gantlnuous ridga.,en+? 0 r Archi+ec+Asphalt shingles 2 x 9�Go�lla• ldr.o.c. O 15•F°aft paper d p `\ loxlo P.T.pasts(Fainted 1/2"APA rated sheath n i zx 1 2 I/4 Iyohogany deeklnq 2 x I O q // ��ff —�4 Ica 4 Water shield Z 1 z I 2 Primed kirt board }r 1 2 P G I su(ton 'F-`7 B I"'F,qid foam insulafian e I!a"o.c. C �- pine s 2 x I O P-T•Joists e 1 lo"o.c. Proper vents e I!o"o.c. S r ;� Alum num drip edge R hlmpsonm Alum nu AI-lBlalo Past-f-4- ?xB Ga 1 q Jois+ 9 1!d F c q tar to dry all �1 m u} s w s ti 1 x_•2 Primed pine+ C 12"O x 4'-O"hano+ubem/Digfootm poured cowre+e dark piers W.G.�ahmgles e 5"+.w. S V S I I Tyvekm housewrap- 1 Gi•Fel+paper I 1 2 y { f e all+rim,doors and windows ~ v r •'k 1/2"APA rated sheathing � � I O v B"N.D.Insulation P-%O r y 7 t y; t h 2 x 4 Wall studs e I eo"o.c. 1 � Q I7 i3UILl:�l m: w 1"rigid fva nsula+ian e 1 lo"o.c. A4 00 Ice B Water shield I ; r y 3 I/2"H.p.Insu(a+ion 15 Gal e: ( /2 11 = ( �11 Aluminum drip edgy�` r /4 APA r tad T}q suk ft?Or Aluminum qu+tars+o drywel(s ry 1 x_•2 Primed pine+rim .-_ _;:_9 i l2_L?GI 9% � �s}s e 1 w �x:sitnq tailing joss+s - f..m Q- 7 1/ +o r� L O 3 Exis+inq t-Wingroom maxis+inq lci}than a- .._14 V-J..i�.. I_.,...._Py.. C 0,1 v e bd vvon�3 � as"ems"may v � sa oo�m pQv� + ExisYmq PIasement Exis}inq P�asemen} u u a'o`u 0 y0 �_ Z DRAWING TYPE: Mwi[Ji"47"t ion A pore*GJ6e*ipn ems' SHEET NUMBER: A400 A400 ICI u ♦ t oLELL Eu� •� } m .��L��43o�s f z m .c !�aaa ..2 Y° d oy'°8S Q L, 4S e o,,h ueus-ri Arch1}aytural asphal+shingles� � � 2 x•4yG la��+1a e.l��c a! v S c 2 x l 0 oaf+ers e l!o•'o.c. + 1 1/2"APA R-a+ad shaathinq 12"F.G•Insulation•'�-9 B ,sK 2 x l 0�aftars e l lo"a.c. I E 2 xB Geilinq I 0 joints® lo"a.c. Propar vadn+s® 1�"o.c. � y S B"H.O.Insulation �%o I o c S P�eo�ooM•9 j N C 1- t) T Q 1"F-ig1d foam Insula}ion e 1!o"1.6. qy Ice and water zhietd _ LL Aluminum drip¢dqe ailmpsanm ITT9.91 Hangers e 1 e,"o.c. •• O -{- APA ra+¢d T<G subflaor G Aluminum gut}ers to drywells - c �1\ 9 lino trim 1/2"Mpel 4Zs Joists® I!a"a.c. 9 1/2"pG145s.joists a Ilo"o.o. 1 x_•2 Primed S V Gan inuauss fi+v¢n4- Na -" WBz I B y}ee(beam a z W.G.�ihingles a 5"},w. I/2"Oryv+all an wa11s and c¢ilings w/P�T 2 x!o nail¢r l) O T-Y ekm hous¢wrap- 1'i•Fel+ or Q Q e all+rim,doors and windows 1/2"APA ra+ed shea+hlnq O IL 2 x 4 Wall s+wls e 1!a"o.c. hTUOY I i i N �0 1/2"H•�.InsutaYmn•�1 5 --+ ;- -m - S s m v 9/9"APA rated TAG subfloor B"H.b.Insulation 0 O 0. in I"p�Gl - 2xloP.T.MUdsil(W/5/B"x 10" 9 1/2"p�G145s join+se I!a"a.c. 9 1/2"DGI45sJois+s® 1!o"o.c. 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DRAWING TYPE: (3uildiny lea}ion"per" SHEET NUMBER: A 4 0 I NO`EOC3 •Pi� pa�qa { q1,4'S- 1O aas m_��oora Gantinuaus ridge v¢nt Z 01 aE c^d � 8a"v,`oY�Ea Architect As halt shin I¢s � 6 7 6 2- 1 9/4"x I 17/B"VersLam% I S•F¢I+ 9¢r d a paper 1/2"APA rated sheathing ?xa Proper vents fkarw I"�Iq id foam Insula+Ion® I!o"o.c. c 1 rt��a 1 2"F.G.Insulation•K=9 B I 2 Ica and water shield ... .... -� Aluminvm p q - - 4 dri ed a � O ` 2 xB G¢illoq joists® I d",o.c. - . .3 %' Aluminum gu}t¢rs+o drywalls Continuous ridge vent E I/2"Drywall an wad ceilings I x-•2 Primed p'me trim walls an Architectural asphalt shingles 2 x 4 Collar+ias® 1!o"o.c. p ``,, 2-2xB Neaders Continuous sofF}vent 1=i•P¢I+ Y i `'u,, W.G.oihingl¢s a 5"+.w. paper 2 x l O i=afters e l lo"o.c. p s.k TYvakm housewrap- I=i•F¢It paper I/2"AP +�A¢a+ed shaathin9 O t� a all trim,doors and windows Q 2 x 1 0 P-af+era e 1 Co" c I/2"APA rated sh¢athing 1 2 � Proper vadnts e 1 / Lead flashing 12 pED�OON•2 m .xy \ d 0 2 x 4 Wall studs e I&"o.a. 12 S i B"H.D.Insultion 9O� E �^ d B"H.D.Insulaa}ion FL 0 j`''y 1 foam Insula+Ion® I IV'o.c. p Q " ... .. .. ..... E Ica and water shiatd _ r C k Ol 9 I/2"H.D.Insula}Ion• L> Aluminum drip¢dq¢ •P/4"APA rated T44 subflaar I/2"Drywall I _,Y -Q L Aluminum qu++ers todryw¢lls E < O 0� 9 I/2"2bG1 4 Zs jois+s e 1!o"a.e. 9 I/2"DGI 4 9—joists e 1 el"o.o. I x-•2 Primed pine trim C p C v D V S l O S I"P�GI F=imboardm Continuous soff+Dent � ,1W` 1O� `�` W 1 OX 2 2 114-1 beam w/P.T.2 x_milers W.G.Shingles®•v"}.w. yl T L• V 1/2"Drywall on walls and tailings .L bath sid¢s and WT9 hangars. W.G.shingles®•o"4—. Headers TYvakm housowrap- 1 5•Fel+paper yJ Z Tyvekm hous¢wraP I Fi•F¢I+paper e all trim,doors and windows e all+rim,doors and windows 1/2"APA ra+¢d sheathing New"LJN-ooM sheathing NEW FAMILY11- OM 1/2"APA rated O - � O v 2 x 4 Wall studs a I el"O.L. m 2 x 4 Wall studs e 1 e",o.a. 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T• d i... poly vapor barrier. r 2 xlo PS Mudsill w/5/B"x I O" Anchor bolts 2 4'a.a.and 1 foot ^ i P ly vapor b rn¢ r Anchor bolts 2 4'o.c.and I foo+ from corners. i� 5i' I'Pr 6.4a. .n I r ✓a; "'""#' r: �' 4 ')f, :.,b, k, ,7, ;�;. i�,,, from corners. Asphal+foundation sealer Gompaated fill Gompac+¢d fill Asphal}faunda+ion sealer o y n 0 m B"x 4'-O"Poured sonar¢+¢frost wall B"x Al'-O"Poured cowry+a Eros+wall se}on I!a"x I 2"continuous caneret¢ a� W�.�' � 0 c con+inuausTt a �:>.>$J i n—oe� 2 �G�}�UILfJ11�L��JEGTI01�„G" T a°v ° • < €m Gale: f/ "= I'-G7° DRAWING TYPE: 1b,uiWinq O"flon"G" PuiWinq 004+ion"V" SHEET NUM6ER• A402 r i J n - z � � vEs9m��$'�E➢ Q o 1�1 Ssg_a 3ogS Zccond floor¢tiling line 4 O g¢¢¢na e¢•rlme E X Pirc#floor coiling line � 14 El 1�11 4 -- Piro#floor fn¢ � J -- -- G.r,ye¢eilinq lip¢ Q+ -I I Gnr.yc floor line E �- -----------------1--------------------------------------------------L-----------------1---------J L W y e s l-a[ EyAj-loN W = f '-O" LLI v 0 v � O a m . 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