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HomeMy WebLinkAbout0165 CROCKERS NECK ROAD t2A4 i r "1 r.._i. v. -t` i �. . 'i.-`M..: .� •1'W,'s°"'�y:4�,�'"YK1"�ty�,`�„'�!'e'�}t t�v•'�'•i�•r7`r'a ^i,:��L% ;•,,,.� ;.+�..i,�y y,,- -... ' `OF IMF.o Town of(B Arnstable Regulatory Services -BARNSTABLE. MAC-' abvaR4'mc Building'Division 200 Main..Street,Hyannis;MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location ! (o 5- Permit Number-,;2 6o 7 U��7 Owner Builder One notice to remain on job site, one notice on file in Building Department. The,following items need correcting: ��Gf� SOlVoS' 1��—/�rS' /vEL. (/�SGf,(/��Cl¢7'�1��• . Please call: .508--862-4 for re-inspection. Inspected by lam.vac-'& (-Ljt .2 Date D F�.�NSOf r � �,�E ��-�®�.�,�/ C��� c I �%�,�-ems � C��' � . ��s� E (/�Rju6t' ��D `v � ���� t.. r TOWN OF BARNSTABLE BUILDING PERMIT-APPLICATION F Ot Map 1919 Parcel y Application#'T" if Health Division Date Issued' Conservation Division Application Fee 11 61 Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 66 C Jc A)" Village / n Owner M 14 e r 7�`� r Address ---� Telephone Permit Request N--, — Square feet: 1 st floor:existing proposed 2nd.floor:existing proposed Total new Zoning District Flood Plaines Groundwater Overlay Jn Project Valuation I bQVm Construction Type Lot Size _ 3a Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family a,-- Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes;,,, UN—o On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑Crawl ❑Walkout Ur'Other�2� �'� Basement Finished Area(sq.ft.) a Basement Unfinished Area(sq.ft) Number of Baths: Full:existing a new Z Half:existing new Number of Bedrooms: existing—3,Za new L�-10—' a- 6156 G ` Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: was ❑Oil ❑Electric ❑Other Central Air: 21"Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑YCC q o Detached garage:fisting ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new?size��ii Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: I , L Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ CD r, Commercial ❑Yes ❑No If yes, site plan review# r.7 Current Use Proposed Use BUILDER INFORMATION Name " v Telephone Number., V Address� 7 Oa,& (Oa4 II A-1, License# .3d Home Improvement Contractor# Worker's Compensation#_(,AX kq 7091 7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN T9fbjC,,n A SIGNATURE DATE —6 Ali c J'° ieA=31,)/ N aBGrs s -1"d0?- 7?7-(o r O4 FOR OFFICIAL USE ONLY t r' r APPLICATION# DATE ISSUED MAP/PARCEL NO. 'ADDRESS VILLAGE L OWNER DATE OF INSPECTION: ` FOUNDATION FRAME aZo�llop2nv-,lc INSULATION 16/1l/S �0 7A0 e�!?ti4A - FIREPLACE ti ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL FINAL BUILDING 6-I&C 4 DATE CLOSED OUT F ASSOCIATION PLAN NO. i I . Town of Barnstable Regulatory Services $" ass MASS. . Thomas F.Geiler,Director ,� i63g �0 '°IED Mai" Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 0ffice: 508-862-4038 Fax: .508-790-6230 Z O PLAN REVIEW o o s-�7 s' Owner: l 6 7'i=--/e 5 M*Parcel: / 03 S Project Address � � c�����Ksly t"Builder: �T l� 1 ff-4 T The following.items were noted on reviewing: AA 1!t! 2zs a AJ 3 /7N y 4flAl&&LO !l iTf�i,J al``-,VF 090A Ti9 I�In�3 oS'0? r A Lc r2 Reviewed by: Date: Q:Forms:Plnrvw The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Y ` Boston,MA 02111 . www.mass.gov/dia ` Workers"Compensation Insurance.Affidavit: Builders/Contractors/Electridans/P.lumbers Applicant Information Please Print LeLyibly Name(Business/Organization/Individual): 1+rJ A*6A 6 ^Ilwe-�t"n y'J Address: MA/L . 0AlfI 'Ml.U-e- City/State/Zip: 1 "�`� . Phone.#: 417 , Are you an employer? Check the appropriate box: Type of project(required):. 1.[ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction . artatime). employees(AM and/or P * have hired the stab-contractors 2. I am a'sole proprietor or partner- listed on the-attached sheet. 7. Remodeling ❑ ship and have no employees These sub-contractors have 8. ❑Demolition working for me in an capacity. employees and have workers' � Y P tY• 9. ❑Building addition [No workers camp.in cosurance- mp. insurance.$ additions 10. Electrical repairs or ddi o 5. We are a corporation and its ❑ P required.] ❑ � 13.❑ I am a homeowner doing all work officers have exercised their l l.❑Plumbing repairs or additions rnyselL [No workers' comp. right of exemption per MGL 12:0 Roof repairs insurance required.]t c. 152, §1(4),and we have no employees.[No workers' 13.❑ Other . ` comp.insurance required.] . *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and than hire outside contractors must submit a new affidavit indicating such. ZC6ntractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: C u Expiration Date: Q Job Site Address: C82�COM yUL(c 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the a'ns-and penalties of perjury that the information provided abov, .is true and correct: Signature: G Date 0 Phone#• 6(7 Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 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 bean employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or 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( )states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract fox the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be'submitted to the Department of Industrial Accidents for confirmation of insurance coverage.. Also be sure to sign and date the affidavit. :The affidavit should be returned to the city or town that the application for the-permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. ,Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all-locations in (city-or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:. .The Commonwealth of Massachusetts Dgpartment of lndust al Accidents 01fice of Investigations 600 Washington Street Boston, MA 02111 Tel. 4 617-727-4900 ext 406 or 1-877-MASSAFE Revised 11-22-06 Fax#617-727-7749 ww w.mass.govfdia �0+9/05/2007 15:30 5087469330 SCHELLE INSURANCE PAGE 01 ACORD CERTIFICATE OF LIABILffY INSURANCE DATE /� PRODUCER THIS CERTIFICATE IS ISSUED ASA MATTER OFINFORMAMN Schelle Insurance Agency, Inc ONLY AND CONFERS NO FIGHTS L'PONTHECERTIFICATE 116 Long Pond Rd HOLDER THIS CERTIFICATEDOES NOT AMEND,EXTEND OR P O $ox 897 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Plymouth, MA 02362-088 f — ; INSURERS AFFORDING CfOVERAOE - -_ - i NAIC# — INSURM INSUF.ERA: SSSeX Insurance David Abreu Construction ! !IvsuRZR e: AZG Insurance Co 47 Cedar Oaks Dr. n INSURER C: Plymouth, Ma 02360 ' IN. URCR D! j INSURER e COVMAGES THE POLICIES OF INSURANCE_LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME4 ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR..OTHE.IR DOCUMENTWIT-H fRESPECTTO WHICH-PHIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCI AFFORDED BY rHU POLICIES DESCR;BED HEREIN IS SUBJECT TO ALL THE TERMM$, EYXCLUSIONS AND CONDITIONS OF$UCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1HSRADD'I — POLICY NUMBER I FLOUGYEFiisC11 POUF EXPiRATgN LIMITS j GENERAL LIABILITY I i EACH OCCURRENCE ;5 000 0_ 000 "VXTAL'ETO FZEFITFD—_.... I]{ I COMMERCIAL GENERALLIe91LITY J PR$MISES(Ea[+c ?rc�:-....... �S ...._._—_—.. . I-... j � ' /16j0nE � u.s<CLAMS100r 3CUB612 ;- e� _ PERSONALBADV INJURY _; -- I GENERAL AGGREGATE _'S 1,0001900 _ { GEN'LAGGREGATEI,IRMITAPPLIESPER: ! )I I PROO!)C?S•COrv1P;OPAGO i� 1,.000,OOQ �—I POLICY ( 1 AUTOMOBILE LIABILITY COMBINEC SINGLE LIMIT ( c a") ANY AUTO aLLOtnmED.gUT95 f t et°eDrIL Y INJIjRY S f SCHEDULED ALTOS � I WIRED AUTOS I I 30D0.Y INJURY 1P9rcr_ddcrdj NOIJ.OyVVEOAUTOS PROPERTYDAMACE iI I` j ;PMOeeiyB'Y.1 1 S ! GARAGELL4BILITY A.VTOONLY-EARCGIDENT ;$ r _ _..� . .._..... _.._--. ANY.AI,'TO I I I OTHER THAN SA ACC I a j I !AUTOONLY: AGG r ! I EXCESSJUMBRELLALIABILITY i FACW OCC!RIRRCNC•E -- -j DCCUR CLA!k1SrJaDE i AGGREGATE '$ I 1 DEDUCTIBLE RETENTION S l i6 WORKMSCOM PEN SATIONAND ITORYLIfAITS_Xi ER SNIFL MRS'LIABILITY i E.L:EACHACCIDENT S 500,000 ANY PROPR IETORMAR TNER!OCF.CUTM- $ ' OFFIGFRIM--105EREXCLUDLED? ITPC 687-09-17 6j1/0`� 6/1jc�� £.L.DISEASE-F.AEMPLOYEE S 500,000 If,ee66 d?vGdbauxler Ot" L! I? I Q�OF._ - , SPEC1 A1,PROVISI CO1 S�+Cu' iOTHER • I ( I I ! D ESC RIPTIO N Oro PERATIONS I LOCATIONS I VFW ICLES I EXCL USION.S ADDED BY ENDORSEMENT I SPECIAL PROVISIO NS "The workers' compensation policy does not provide coverage for David Abr6u." CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRI FED POLICIES BE CANCELLED BEFORE THE EXpiP.AT10N } DATE THEREOF,THE ISSUING INSURER WILL.ENDEAVOR TO MAUL. j 0 D AYS W BITTEN Town Of Barnstable i NOTICE TO-,HE OdRTIPtCATS HOLDER NAMED TO THE LEFT,BUT FAILURSTO DOSO SHALL Fax: 508-539-1132 1MPOSENOOBLIGATION OR LIABILITY OF A4Y KING UPON THE INSURER,ITS AGENTS OR REPRESENTArivE$. rATHORIZED REPRESENTATIVE U�m I I - --- -—1 (AL ACORD 25(2001108) `✓ACORD CORPORATION 1988 ti�F ' ti Town of Barnstable. Regulatory Services tAg Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town,barnstable.maxs Office: 509-862-4038 Pax: 508-790-6230 Property Owner Must Complete and Sign.This Section If Using A Builder �Ile- k?r_! ,as Owner of the subject property hereby authorize ill�j a��_ to act on my behalf, in all matters relative to work authorized bythis Molding permit application for. , 5 C (ZP 65k;l (Address of Job) SignaV Owner Date Print Na±le Q:FOR ?S:OwNFRPOMISSION THE 1 _ Town of Barnstable . �oF °ifti . ° Regulatory Services 11AXI !'E'� Thomas F.Geiler,Director t639., Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. lid Date ( l4 a7 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: Aw Estimated Cost F C�; U 0 0 Address of Work: Owner's Name: �+ � i c'�-t%'�(��C e.''f u Date of Application: I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contracioi Name Registration No. OR : Date . Owner's Name Q:fomislomeaffidav ✓die �arrvrizv�uueall� o�,,%�aova�uaelld � . BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number CB 049990 Expjres 62/23/2008 Tr.rio: .19165 Restrlcfed d -DAVID,A ABREU" u#jr`t +' 47_CEDAR OAKS DR4 G- PLYNMOUTH; MA 02360.: " } commisgiorier 17 Pao l.1 BW dine I2ct�iiah n�and RegTstra rt d 103785 T' Ex iri n 7/9/T007 ,A-AVID AB}.EU David Abreu *' 47 CEDAII. ..,i r ?L"YMOIiTFi iv"A 02oC� �� null T+ i �'/ie -�anv�n�iu�eal� o�✓�aaaacluaelta I; , Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: * Board of Building Regulations and Standards Regstratwn::1:03785 One Ashburton Place Rm 1301 Expirations:7/9/2009 Tr# 130457 Boston,Ma.02108 V Type: individual DAVID ABREU x David Abreu 47 CEDAR OAKS DR' <'`' � I PLYMOUTH,MA 02360 Administrator f' of valid without signature. , f Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Addtitions and alterations to the Peters Garage Report Date:08/29/07 Data filename:C:\Program Files\Check\REScheck\Peters.rck Energy Code: Massachusetts Energy Code Location: Cotuit,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 15% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 165 Crocker's Neck Road Timothy Luff Cotuit,MA 02635 Archi-Tech Associates,Inc. 6 School Street Cotuit,MA 02635 508420-5335 o a e e es • • • 0•e , s Ceiling 1:Cathedral Ceiling(no attic): 205 30.0 0.0 7 Ceiling 2:Flat Ceiling or Scissor Truss: 436 30.0 0.0 15 Wall 1:Wood Frame, 16"o.c.: 890 13.0 0.0 62 Window 1:Wood Frame:Double Pane with Low-E: 72 0.320 23 Window 2:Vinyl Frame:Double Pane with Low-E: 19 0.310 6 Door 1:Glass: 40 0.320 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 537 19.0 0.0 25 Furnace 1:Forced Hot Air:84 AFUE Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other caldulations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy CoHAifou EScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checad for this building,and the cooling load if appropriate,has been determined using the applicable Standard Desiin the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of th i fied in Sections 780CMR 1310 and J4.4. Build r/Desi er Company Name Date Addtitions and alterations to the Peters Garage Pagel of 1 Windows Live Hotmail Page 1 of 2 Medco specialist pharmacists can help you nave. Find out howMUM �` Windows Live" Home � rr ,�,1 k Spaces OneCare I Inbox New Reply Reply all Forward Delete Junk Junk Drafts Move to ! Options Sent addition Deleted From: Marga P. (cotuit@rcn.com) Manage folders You may not know this sender. Mark as safe Mark as unsafe Today Sent: Wed 12/05/07 12:22 AM To: DBIiss1@msn.com Mail Contacts Mr. and Mrs. Gary Peters December 4, 2007 Calendar invites made easy i 17 Llewellyn Rd. West Newton, Ma 02465 M Re; 165 Crockers Neck Road to � Cotuit, Ma . To; The Town of Barnstable, This is to inform you that the use of the addition above the garage at the address above, in Cotuit, will be used strictly as quest quarters. We have no intention of renting it out to anyone as long as we own this property. Sincerely, Gary and Marga Peters Want to race through your inbox even faster?Try the full version of Windows Live Hotmail. (It's free, too.) http://b1120w.blul 2O.mail.live.com/mail/ReadMessageLight.aspx?Aux=O%7c0%7c8CAO4ECO82... 12/5/2007 a TO: b-te� 3v BARBARA M VECCHIONE, NOTARY PUBLIC` . COMMONWEALTH OF MASSACHUSETTS .. .MY COMMISSION EXPIRES 09/27/2013 �a�--� 'r�.'`pt�'�MpM7i�.'`4T""'�' *`k'ir%-"..-, �..gv. a..;i�z.l.i.'.;'r'i�4�r,rci7iY�'1' Qk: ,�-°.�N;r::�,"'•hr- -::a'i-'..+1':..[�'�S+_. .. y�1NE' Town.of-Barnstable BARNSTABLE. - Regulatory.Services. 9 MASS. 1639. Building Division 200 Main Street, Hyannis,MA 02601 •Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice w' t Type of Inspection ) Location ' CRo d��eS K �'T Permit Number c�d O 7,Q S�7S"' Owner . Builder � 'C—a-/ & S-v- One notice to remain on job site, one notice on file in Building Department. The following items need correcting: IAJ G*W P& e IU D S ro de er' ! { 5 FFY7,G R07266 - 20 Gkr N ;1A(ktULfV& 1 a/boo Pv d i-osc-r srl l-c oo 7- T2:-:—m'6 i ° ` 072�7 3 04 104:0-A) I &C1,1G-00 AA,)6 //US'/0&c-77aN �t�KEc7'1 J Ery 61 N 6-E-rz. /u 6- f?Pr-QE t I 14ra-6 OAJ i-(.c uiR-xl Fv u �77 cz�ct t� l I-Is s7"c yo3.� Please call: 508-862-4WA for re-inspection. Inspected by1fzw+�l�``-f Date -.Aa:juno:> o;oyd aye o:j adolanua sly; ig :1diaaaa AnoA luias ispu®:)laS ul slulead lw:4!210Q -7• • :Blecl �V `J O O O o O O O C� 9 a v 1� Q OO 100% Money Back Guarantee! O O O O O O DIGITAL O O O DOE) O . O O 000 -DOE) DOE) 000 DOE) O O O O 000 O 0 READ THIS LIMIT OF LIABILITY AND REMEDY:Submitting any film,print,slide,negative or digital image to our company for processing,printing,storage transmission or other handling constitutes an AGREEMENT by you that any damage or loss by our company,subsidiaries or agents,even if caused by negligence or other fault will only entitle you to replacement with alike amount of unexposed film and processing.Except for the exclusive remedy or replacement,the handling of film,print, _ slide,negative or digital image is without warranty of liability and recovery for any incidental or consequential damages is excluded.NOT RESPONSIBLE FOR FILM,PRINTS OR DIGITAL MEDIA LEFT OVER 30 DAYS. r •� Kodak Ire D Print, Store & Share Photos at www.cvsp hotocentencom art "I I6 x 8" P I[TS 1 • :. ����• 1 34575 87996 349479 �: +�����, ,, _ --..� � � �;� �� � � a 5 � , /k t �'_ JFI-.YB4r-WEN srm 000. ssra+ ssrau ee wcxr�oc art..on oe�� t u r - Combination Roof and Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.14 By: KMW,Archi-Tech on: 05-13-2008 :2:50:27 PM Project: PETERS(GARAGE)-Location: (1) 11.5'bm. @ bedroom dormers Summary: (2) 1.75 IN x 9.25 IN x 11.5 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:62.8% Controllinq Factor: Moment of Inertia/Depth Required 7.86 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.13 IN Live Load: LLD= 0.15 IN= U905 Total Load: TLD= 0.28 IN=U488 Reactions(Each End): Live Load: LL-Rxn= 978 LB Dead Load: DL-Rxn= 834 LB Total Load: TL-Rxn= 1811 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.69 IN Beam Data: Span: L= 11.5 FT' Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loadinq: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 1.25 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0' PSF Roof Tributary Width-Side Two: RTW2= 2.75 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loadinq: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 5.0 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 120 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 85 PLF Floor Uniform Live Load: wL-floor= 50 PLF Floor Uniform Dead Load: wD-floor= 50 PLF Beam Self Weiqht: BSW= 10 PLF Combined Uniform Live Load: wL= 170 PLF Combined Uniform Dead Load: wD= 145 PLF Combined Uniform Total Load: wT= 315 PLF Controllinq Total Desiqn Load: wT-cont= 315 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 3098 PSI Adjustment Factors: Cd=1.15 CF=1.04 Fv': Fv'= 328 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controllinq Moment: M= 5207 FT-LB 5.75 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1594 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 20.17 IN3 S= 49.91 IN3 - Area(Shear): Areq= 7.29 IN2 A= 32.38 IN2 Moment of Inertia(Deflection): Ireq= 141.80 IN4 1= 230.84 IN4 r Multi-Span Roof Beam(99 BOCA National Building Code(97 NDS)]Ver: 7.01.14 By: KMW,Archi-Tech on: 05-13-2008 :2:51:36 PM Project: PETERS(GARAGE)-'Location: (2) 11'struct. rafter at bedroom dormer Summary: (2) 1.75 IN x 9.25 IN x 11.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By: 168.5% Controlling Factor: Section Modulus/Depth Required 6.51 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center- 0.14 IN Live Load: LLD-Center= 0.09 IN= U1428 Total Load: TLD-Center- 0.23 IN = U573 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 418 LB Dead Load: DL-Rxn-A= 793 LB Total Load: TL-Rxn-A= 1211 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 0.46 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 996 LB Dead Load: DL-Rxn-B= 1286 LB Total Load: TL-Rxn-B= 2281 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.87 IN Beam Data: Center Span Length: L2= 11.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 11.0 FT Live Load Duration Factor: Cd= 1.15 Pitch Of Roof: RP= 12. : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 200 Center Span Loading: Uniform Load: Roof Live Load: RLL-2= 30.0 PSF Roof Dead Load: RDL-2= 15.0 PSF Roof Tributary Width Side One: Trib-1-2= 0.66 FT Roof Tributary Width Side Two: Trib-2-2= 0.66 FT Beam Self Weight: BSW= 10 PLF Wall Load: Wall-2= 75 PLF Total Live Load: wL-2= 40 PLF Total Dead Load(Adjusted for Roof Pitch): wD-2= 103 PLF Total Load: wT-2= 153 PLF Point Load Live Load: PL-2= 978 LB Dead Load: PD-2= 834 LB Location(From left end of span): X-2= 8.75 FT Properties For: 1.9E Microlam-iLevel Trus Joist - Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 3098 PSI Adjustment Factors:Cd=1.15 CF=1.04 Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 4798 FT-LB 7.92 Ft from left support of span 2(Center Span) Critical moment created by combining all dead.loads and live loads on span(s)2 Controlling Shear: V= 2164 LB - At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 18.59 IN3 S= 49.91 IN3 Area(Shear): Areq= 9.90 IN2 A= 32.38 IN2 Moment of Inertia(Deflection): Ireq= 80.60 IN4 1= 230.84 IN4 F Roof Beam[99 BOCA National Building Code(97 NDS)1 Ver: 7.01.14 By: KMW,Archi-Tech on:05-13-2008 :2:50:07 PM Project: PETERS(GARAGE)-'Location: (3)V valley at bedroom roof Summary: 1.5 IN x 9.25 IN x 5.0 FT (Actual 5.5 FT) /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 308.2% Controlling Factor:Area/Depth Required 3.64 In Span Deflections: Dead Load: DLD-Center= 0.00 IN Live Load: LLD-Center= 0.01 IN =U9601 Total Load: TLD-Center= 0.01 IN= U5605 Span Left End Reactions(Support A): . Live Load: LL-Rxn-A= 186 LB Dead Load: DL-Rxn-A= 130 LB Total Load: TL-Rxn-A= 316 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 0.50 IN Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 93 LB Dead Load: DL-Rxn-B= 69 LB Total Load: TL-Rxn-B= 161 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.25 IN Beam Data: Span: L= 5.0 FT Maximum Unbraced Span: Lu= 0.0 FT Beam End Elevation Diff.: EL= 2.33 FT Live Load Deflect.Criteria: U 240 Total Load Deflect. Criteria: U 200 Roof Loading: Roof Live Load-Side One: LL1 30.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Rafter Length(HipNallev)-Side One: RL1= 3.5 FT Tributary Width Based on full span of rafters. Roof Live Load-Side Two: LL2= 30.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Rafter Length(HipNallev)-Side Two: RL2= 3.5 FT Tributary Width Based on half span of rafters. Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 3 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 5.52 FT Beam Triangular Live Load Adjusted for Slope: TRL= 111 PLF Beam Triangular Dead Load Adjusted for Slope: TRD= 67 PLF Beam Uniform Dead Load Adjusted for Slope: wD_adj= 3 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc-perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1107 PSI Adjustment Factors: Cd=1.15 CF=1.10 Fv': Fv'= 81 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 306 FT-LB 2.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 182 LB At a distance d from support. r Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 3.31 IN3 S= 21.39 IN3 Area(Shear): Areq= 3.40 IN2 A= 13.88 IN2 Moment of Inertia(Deflection): Ireq= 3.53 IN4 1= 98.93 IN4 Combination Roof and Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver:7.01.14 By: KMW,Archi-Tech on: 05-13-2008 :2:50:29 PM Project: PETERS(GARAGE)-'Location: (5) 12.5'bm. @ family struct. ridge Summary: (2) 1.75 IN x 9.5 IN x 12.5 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By: 13.3% Controllinq Factor: Moment of Inertia/Depth Required 9.11 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.19 IN Live Load: LLD= 0.26 IN =U586 Total Load: TLD= 0.44 IN= U340 Reactions(Each End): Live Load: LL-Rxn= 1385 LB Dead Load: DL-Rxn= 1001 LB Total Load: TL-Rxn= 2386 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.91 IN Beam Data: Span: L= 12.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loadinq: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 3.0 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 3.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loadinq: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 3.5 FT Floor Live Load-Side Two: FLL2= 10.0 PSF Floor Dead Load-Side Two: FDL2= 10.0 PSF Floor Tributary Width-Side Two: FTW2= 0.66 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 180 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 108 PLF Floor Uniform Live Load: wL-floor= 42 PLF Floor Uniform Dead Load: wD-floor= 42 PLF Beam Self Weiqht: BSW= 10 PLF Combined Uniform Live Load: wL= 222 PLF Combined Uniform Dead Load: wD= 160 PLF Combined Uniform Total Load: wT= 382 PLF Controllinq Total Desiqn Load: wT-cont= 382 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc,_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 3087 PSI . Adjustment Factors: Cd=1.15 CF=1.03 Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 7456 FT-LB 6.25 ft from left support , Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2100 LB At a distance d from support. , Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 28.99 IN3 . S= 52.65 IN3 Area(Shear): Areq 9.61 IN2 A= 33.25 IN2 Moment of Inertia(Deflection): Ireq= 220.71 IN4 r 1= 250.07 IN4 Combination Roof and Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.14 By: KMW,Archi-Tech on: 05-13-2008 :2:50:30 PM Project: PETERS(GARAGE)-'Location: (6) 14.5'struct. ridge at living Summary: (2) 1.75 IN x 14.0 IN x 14.5 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:66.7% Controllinq Factor: Moment of Inertia/Depth Required 11.81 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.13 IN Live Load: LLD= 0.16 IN= U1064 Total Load: TLD= 0.29 IN=U600 Reactions(Each End): Live Load: LL-Rxn= 1813 LB Dead Load: DL-Rxn= 1403 LB Total Load: TL-Rxn= 3215 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.22 IN Beam Data: Span: L= 14.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: L/ 360 Roof Loadinq: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 3.0 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 3.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 3.5 FT Floor Live Load-Side Two: FLL2= 10.0 PSF Floor Dead Load-Side Two: FDL2= 10.0 PSF Floor Tributary Width-Side Two: FTW2= 3.5 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 180 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 108 PLF Floor Uniform Live Load: wL-floor= 70 PLF Floor Uniform Dead Load: wD-floor- 70 PLF Beam Self Weight BSW= 15 PLF Combined Uniform Live Load: wL= 250 PLF Combined Uniform Dead Load: wD= 193 PLF Combined Uniform Total Load: wT= 443 PLF Controllinq Total Desiqn Load: wT-cont= 443 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2928 PSI Adjustment Factors: Cd=1.15 CF=0.98. Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 11.655 FT-LB 7.25 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2701 LB At a distance d from support. Critical shear created by combining all dead and live loads.. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 47.77 1N3 S= 114.33 IN3 Area(Shear): Areq= 12.36 IN2 A= 49.00 IN2 Moment of Inertia(Deflection): Ireq= 480.24 IN4 1= 800.33 IN4 Multi-Loaded Beamf AISC 9th Ed ASD I Ver: 7.01.14 Bv: KMW,Archi-Tech on: 05-13-2008 :2:51:12 PM Project: PETERS(GARAGE)-'Location: (7)22'struct. ridge at bedroom Summary: A36 W 10x26 x 22.0 FT Section Adequate By: 13.0% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center- 0.28 IN Live Load: LLD-Center- 0.49 IN= U533 Total Load: TLD-Center- 0.78 IN=U339 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= - 4268 LB Dead Load: DL-Rxn-A= 2511 LB Total Load: TL-Rxn-A= 6780 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.74 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 4244 LB Dead Load: DL-Rxn-B= 2451 LB Total Load: TL-Rxn-B= 6696 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.74 IN Beam Data: Center Span Length: L2= 22.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 22.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 26 PLF Total Load: wT-2= 26 PLF Point Load 1 Live Load: PL1-2= 996 LB Dead Load: PD1-2= 240 LB Location(From left end of span): X1-2= 5.25 FT Point Load 2 Live Load: PL2-2= 1536 LB Dead Load: PD2-2= 1045 LB Location (From left end of span): X2-2= 14.0 FT Point Load 3 Live Load: PL3-2= 996 LB Dead Load: PD3-2= 240 LB Location(From left end of span): X3-2= 16.5 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 350 PLF Left Dead Load: TRD-Left-1-2= 226 PLF Right Live Load: TRL-Riqht-1-2= 350 PLF Right Dead Load: TRD-Right-1-2= 226 PLF Load Start: A-1-2= 0.0 FT Load End: a B-1-2= 5.25 FT Load Length: C-1-2= 5.25 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 173 PLF Left Dead Load: TRD-Left-2-2= 86 PLF Right Live Load: TRL-Riqht-2-2= 173 PLF Right Dead Load: TRD-Right-2-2= 86 PLF Load Start: A-2-2= 5.25 FT Load End: B-2-2= 14.0 FT Load Length: C-2-2= 8.75 FT Trapezoidal Load 3 Left Live Load: TRL-Left-3-2= 67 PLF Left Dead Load: TRD-Left-3-2= 37 PLF Right Live Load: TRL-Riqht-3-2= 67 PLF Right Dead Load: TRD-Right-3-2= 37 PLF Load Start: A-3-2= 14.0 FT Load End: B-3-2= '16.5 FT Load Length: C-3-2= 2.5 FT Trapezoidal Load 4 Left Live Load: TRL-Left-4-2= 268 PLF Left Dead Load: TRD-Left-4-2= 151 PLF Right Live Load: TRL-Riqht-4-2= 268 PLF Right Dead Load: TRD-Right-4-2= 151 PLF Load Start: A-4-2= 16.5 FT Load End: B-4-2= 22.0 FT Load Length: C-4-2= 5.5 FT Properties for:W10x26/A36 Yield Stress: Fy= 36 KSI Page: 7 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 7.01.14 Bv: KMW ,Archi-Tech on:05-13-2008 :2:51:12 PM Project: PETERS(GARAGE)-'Location: (7)22'struct. ridge at bedroom Modulus of Elasticity: E= 29000 KSI Depth: d= 10.30 IN Web Thickness: tw= 0.26 IN Flange Width: bf= 5.77 IN Flange Thickness: tf= 0.44 IN Distance to Web Toe of Fillet: k= 0.74 IN Moment of Inertia About X-X Axis: Ix=. 144.00 IN4 Section Modulus About X-X Axis: Sx= 27.90 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.55 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.56 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 39.62 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limitinq Unbraced Length for Fb=.66*Fy: Lc= 6.09 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 36.23 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 37253 FT-LB 13.64 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 55242 FT-LB Controlling Shear: V= 6780 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr- 38563 LB Moment of Inertia(Deflection): Ireq= 127.39 IN4 1= 144.00 IN4 Combination Roof and Floor Beam[99 BOCA National Building Code(97 NDS)]Ver: 7.01.14 Bv: KMW,Archi-Tech on:05-13-2008 :2:50:33 PM Project: PETERS(GARAGE)-Location: (8)3.25'bm. @ living room Summary: (2) 1.5 IN x 5.5 IN x 3.5 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 189.6% Controlling Factor:Area/Depth Required 2.58 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.01 IN =U5269 Total Load: TLD 0.01 IN =U3068 Reactions(Each End): Live Load: LL-Rxn= 241 LB Dead Load: DL-Rxn= 173 LB Total Load: TL-Rxn= 413 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.32 IN Beam Data: Span: L= 3.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: L/ ' 360 Total Load Deflect. Criteria: L/ 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 3.0 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 0.5 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 3.25 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 105 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 63 PLF Floor Uniform Live Load: wL-floor= 33 PLF Floor Uniform Dead Load: ` . - wD-floor= 33 PLF Beam Self Weight: BSW= 3 PLF Combined Uniform Live Load: wL= 138 PLF Combined Uniform Dead Load: wD= 99 PLF Combined Uniform Total Load: wT= 236 PLF Controlling Total Design Load: wT-cunt= 236 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticitv: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1308 PSI Adjustment Factors:Cd=1.15 CF=1.30 ' Fv': Fv'= 81 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 362 FT-LB 1.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 306 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 3.32 IN3 S= 15.13 IN3 Area(Shear): Areq= 5.70 IN2 A= 16.50 IN2 Moment of Inertia(Deflection): Ireq= 4.07 IN4 1= 41.59 IN4 Combination Roof and Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.14 By: KMW,Archi-Tech on: 05-13-2008 : 2:50:35 PM Project: PETERS(GARAGE)- Location:(9)bm.@ bathroom header Summary: (2) 1.5 IN x 5.5 IN x 3.25 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 18.2% Controlling Factor:Area/Depth Required 4.65 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.02 IN= U2429 Total Load: TLD= 0.03 IN=U1413 Reactions(Each End): Live Load: LL-Rxn= 605 LB Dead Load: DL-Rxn= 435 LB Total Load: TL-Rxn= 1040 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.82 IN Beam Data: Span: L= 3.25 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loadinq: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 2.75 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 6.25 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loadinq: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 4.5 FT Floor Live Load-Side Two: FLL2= 10.0 PSF Floor Dead Load-Side Two: FDL2= 10.0 PSF Floor Tributary Width-Side Two: FTW2= 5.75 FT Floor Duration Factor: Cd-floor- 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 270 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 162 PLF Floor Uniform Live Load: wL-floor= 103 PLF Floor Uniform Dead Load: wD-floor- 103 PLF Beam Self Weiqht: BSW= 3 PLF Combined Uniform Live Load: wL= 373 PLF Combined Uniform Dead Load: wD= 268 PLF Combined Uniform Total Load: wT= 640 PLF Controllinq Total Desiqn Load: wT-cont= 640 PLF Properties For:#2-Spruce-Pine-Fir Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1308 PSI Adjustment Factors:Cd=1.15 CF=1.30 Fv': Fv'= 81 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 845 FT-LB 1.625 ft from left support Critical moment created by combining all dead and live loads.- Controllinq Shear: V= 749 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 7.75 IN3 S= 15.13 IN3 Area(Shear): Areq= 13.96 IN2 A= 16.50 IN2 Moment of Inertia(Deflection): Ireq= 8.83 IN4 1= 41.59 IN4 Multi-Span Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.14 By: KMW,Archi-Tech on: 05-13-2008 :2:51:26 PM Project: PETERS(GARAGE)-Location:'(10)3'bm. @ bedroom header Summary: (2) 1.75 IN x 7.25 IN x 3.0 FT /1.9E Microlam-iLevel Trus Joist' Section Adequate By:37.0% Controllinq Factor: Section Modulus/Depth Required 6.19 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center- 0.01 IN Live Load: LLD-Center- 0.02 1N=U1827 Total Load: TLD-Center= 0.03 IN =U1124 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2144 LB Dead Load: DL-Rxn-A= 1390 LB Total Load: TL-Rxn-A= 3534 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A= 1.35 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 2144 LB Dead Load: DL-Rxn-B= 1390 LB Total Load: TL-Rxn-B= 3534 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.35 IN Beam Data: Center Span Lenqth: L2= 3.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 10.0 PSF Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 0.66 FT Floor Tributary Width Side Two: Trib-2-2= 0.0 FT Beam Self Weight: BSW= 8 PLF Wall Load: Wall-2= 75 PLF Total Live Load: wL-2= 7 PLF Total Dead Load: wD-2= 82 PLF Total Load: wT-2= 96 PLF Point Load Live Load: PL-2= 4268 LB Dead Load: PD-2= 2511 LB Location (From left end of span): X-2= 1.5 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2785 PSI Adjustment Factors: Cd=1.00 CF=1.07 , Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 5192 FT-LB 1.5 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 3476 LB At a distance d from riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 22.38 IN3 S= 30.66 IN3 Area(Shear): Areq= 18.29 IN2 - A= 25.38 IN2 Moment of Inertia(Deflection): Ireq= 29.67, IN4 1= 111.15 IN4 Multi-Span Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.14 By: KMW,Archi-Tech on: 05-13-2008 :2:51:27 PM Project: PETERS(GARAGE)-Location:(11)5.5'bm. @ bedroom header Summary: !2) 1.75 IN x 7.25 IN x 3.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:37.0% Controllinq Factor: Section Modulus/Depth Required 6.19 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.01 IN Live Load: LLD-Center= 0.02 IN=U1827 Total Load: TLD-Center- 0.03 IN =U1124 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2144 LB Dead Load: DL-Rxn-A= 1390 LB Total Load: TL-Rxn-A= 3534 LB Bearinq Length Required(Beam only,support capacity not checked): BL-A= 1.35 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 2144 LB Dead Load: DL-Rxn-B= 1390 LB Total Load: TL-Rxn-B= 3534 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 1.35 IN Beam Data: Center Span Lenqth: L2= 3.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 300 Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 10.0 PSF Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 0.66 FT Floor Tributary Width Side Two: Trib-2-2= 0.0 FT Beam Self Weight: BSW= 8 PLF Wall Load: Wall-2= 75 PLF Total Live Load: wL-2= 7 PLF Total Dead Load: wD-2= 82 PLF Total Load: wT-2= 96 PLF Point Load Live Load: PL-2= 4268 LB Dead Load: PD-2= 2511 LB Location(From left end of span): X-2= 1.5 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2785 PSI Adjustment Factors: Cd=1.00 CF=1.07 , Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 5192 FT-LB 1.5 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 3476 LB At a distance d from riqht support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 22.38 IN3 S= 30.66 IN3 Area(Shear): Areq= 18.29 IN2 A= 25.38 IN2 Moment of Inertia(Deflection): Ireq= 29.67 IN4 1= 111.15 IN4 Multi-Span Floor Beam(99 BOCA National Buildinq Code(97 NDS)]Ver: 7:01.14' Bv: KMW,Archi-Tech on:05-13-2008 :2:51:29 PM Project: PETERS(GARAGE)-Location: (12)6.25'bm. @ living room header - Summary: (2) 1.75 IN x 7.25 IN x 6.5 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:24.1% Controllinq Factor: Section Modulus/Depth Required 6.51 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.08 IN Live Load: LLD-Center- 0.09 IN =U906 Total Load: TLD-Center- 0.17 IN =U462 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 928 LB Dead Load: DL-Rxn-A= 992 LB Total Load: TL-Rxn-A= 1920 LB Bearinq Lenqth Required(Beam only,support capacity not checked): BL-A= 0.73 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 928 LB Dead Load: DL-Rxn-B= 992 LB Total Load: TL-Rxn-B= 1920 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.73 IN Beam Data: Center Span Lenqth: L2= 6.5 FT Center Span Unbraced Lenqth-Top of Beam: Lug-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: - Lu2-Bottom= 6.5 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 10.0 PSF Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 0.66 FT Floor Tributary Width Side Two: Trib-2-2= 0.0 FT Beam Self Weight: BSW= 8 PLF Wall Load: Wall-2= 75 PLF Total Live Load: .A wL-2= 7 PLF Total Dead Load: wD-2= 82 PLF Total Load: wT-2= 96 PLF Point Load Live Load: PL-2= 1813 LB Dead Load: PD-2= 1403 LB Location(From left end of span): X-2= 3.25 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2785 PSI Adjustment Factors: Cd=1.00 CF=1.07 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 5734 FT-LB 3.25 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 1864 LB At a distance d from riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 24.71 IN3 S= 30.66 IN3 Area(Shear): Areq= 9.81 IN2 A= 25.38 IN2 Moment of Inertia(Deflection): Ireq= 72.17 IN4 1= 111.15 IN4 a Uniformly Loaded Floor Beam[99 BOCA National Building Code(97 NDS)]Ver: 7.01.14 Bv: KMW,Archi-Tech on:05-13-2008 :2:49:51 PM Project: PETERS(GARAGE)'Location: (13) 16.5'bm.@ bedroom clg. Summary: (2) 1.75 IN x 11.875 IN x 16.5 FT /1.9E Microlam-iLevel Trus Joist Section Adequate Bv: 89.0% Controlling Factor: Moment of Inertia/Depth Required 9.61 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.17 IN Live Load: LLD= 0.12 IN=U1670 Total Load: TLD= 0.29 IN=U680 Reactions(Each End): Live Load: LL-Rxn= 545 LB Dead Load: DL-Rxn= 792 LB Total Load: TL-Rxn= 1336 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.51 IN Beam Data: Span: L= 16.5 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Floor Loading: Floor Live Load-Side One: LL1 50.0 PSF Floor Dead Load-Side One: DL1= 25.0 PSF Tributary Width-Side One: TW1= 0.66 FT Floor Live Load-Side Two: LL2= 50.0 PSF Floor Dead Load-Side Two: DL2= 25.0 PSF Tributary Width-Side Two: TW2= 0.66 FT Live Load Duration Factor: Cd 1.00 Wall Load: WALL= 50 PLF Beam Loading: Beam Total Live Load: wL= 66 PLF Beam Self Weight: BSW= 13 PLF Beam Total Dead Load: wD= 96 PLF Total Maximum Load: wT= 162 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2604 PSI Adjustment Factors: Cd=1.00 CF=1.00 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M=' 5513 FT-LB 8.25 ft from left support Critical moment created by combining all dead and live loads. 'Controlling Shear: V= 1203 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 25.41 IN3 S= 82.26 IN3 Area(Shear): Areq= 6.33 IN2 A= 41.56 IN2 Moment of Inertia(Deflection): Ireq= 258.47 IN4 1= 488.41 IN4 p ,. Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)I Ver: 7.01.14 By: KMW,Archi-Tech on: 05-13-2008 : 2:50:49 PM Project: PETERS(GARAGE)-'Location: (14) 13.25'bm. @ kitchen floor Summary: 1.75 IN x 11.875 IN x 13.25 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:48.4% Controlling Factor:Area/Depth Required 8.83 In Center Span Deflections: Dead Load: DLD-Center= 0.08 IN Live Load: LLD-Center= 0.14 IN=L/1170 Total Load: TLD-Center= 0.22 IN= U729 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 456 LB Dead Load: DL-Rxn-A= 254 LB Total Load: TL-Rxn-A= 710 LB Bearing Length Required (Beam only,support capacity not checked): BL-A= 0.54 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 1632 LB Dead Load: DL-Rxn-B= 1173 LB Total Load: TL-Rxn-B= 2805 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 2.14 IN Beam Data: Center Span Length: L2= 13.25 FT Center Span Unbraced Lenqth-Top of Beam: Lug-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 13.25 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 300 Center Span Loading: Uniform Load: Live Load: wL-2= 53 PLF Dead Load: wD-2= 20 PLF Beam Self Weight: BSW= 6 PLF Total Load: wT-2= 79 PLF Point Load 1 Live Load: PL1-2= 1385 LB Dead Load: PD1-2= -1001 LB Location(From left end of span): X1-2= 12.25 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 0 PLF Left Dead Load: TRD-Left-1-2= 75 PLF Right Live Load: TRL-Riqht-1-2= 0 PLF Right Dead Load: TRD-Right-1-2= 75 PLF Load Start: A-1-2= 12.25 FT Load End: B-1-2= 13.25 FT Load Length: C-1-2= 1.0 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc,_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2604 PSI Adjustment Factors: Cd=1.00 CF=1.00 FV: Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 3167 FT-LB 8.878 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 2661 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 14.59 IN3 S= 41.13 IN3 Area(Shear): Areq= 14.01 IN2 A= 20.78 IN2 Moment of Inertia(Deflection): Ireq= 100.51 IN4 1= 244.21 IN4 Multi-Loaded Beamf 99 BOCA National Building Code(97 NDS)I Ver: 7.01.14 By: KMW,Archi-Tech on:05-13-2008 : 2:50:50 PM Project: PETERS(GARAGE)-Location: (15) 14.5'cant. beam @ living room floor Summary: (2) 1.75 IN x 11.875 IN x 14.5 FT(1.2+ 13.2)/1.9E Microlam-iLevel Trus Joist Section Adequate By: 10.9% Controlling Factor: Moment of Inertia/Depth Required 11.47 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Left Cantilever Deflections: Dead Load: DLD-Left= -0.04 IN Live Load: LLD-Left= -0.05 IN=2U628 Total Load: TLD-Left= -0.09 IN=2U333 Center Span Deflections: Dead Load: DLD-Center= 0.15 IN Live Load: LLD-Center- 0.16 IN= U1005 Total Load: TLD-Center- 0.30 IN=U523 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1592 LB Dead Load: DL-Rxn-A= 1371 LB Total Load: TL-Rxn-A= 2963 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 1.13 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 1389 LB Dead Load: DL-Rxn-B= 1323 LB Total Load: TL-Rxn-B= 2713 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 1.03 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Cantilever Length: L1= 1.25 FT Left Cantilever Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Cantilever Unbraced Length-Bottom of Beam: Lu1-Bottom= 1.25 FT Center Span Length: L2= 13.25 FT Center Span Unbraced Length-Top of Beam: Lug-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 13.25 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U. 360 Total Load Deflect.Criteria: U 300 Left Cantilever Loading: Uniform Load: Live Load: wL-1= 53 PLF Dead Load: wD-1= 20 PLF Beam Self Weight: BSW= 13 PLF Total Load: wT-1= 86 PLF Point Load 1 Live Load: PL1-1= 241 LB Dead Load: PD1-1= 173 LB Location(From left end of span): X1-1= 0.0 FT Center Span Loading: Uniform Load: Live Load: wL-2= 53 PLF Dead Load: wD-2= 20 PLF Beam Self Weight: BSW= 13 PLF Total Load: wT-2= 86 PLF Point Load 1 Live Load: PL1-2= 241 LB Dead Load: PD1-2= 173 LB Location (From left end of span): X1-2=- 2.25 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 155 PLF Left Dead Load: TRD-Left-1-2= 170 PLF Right Live Load: TRL-Right-1-2= 155 PLF Right Dead Load: TRD-Right-1-2= 170 PLF Load Start: A-1-2= 2.25 FT Load End: B-1-2= 13.25 FT Load Length: C-1-2= 11.0 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2604 PSI Adjustment Factors: Cd=1.00 CF=1.00 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 8953 FT-LB 6.625 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Paqe: 3 Multi-Loaded Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.14 Bv: KMW,Archi-Tech on:05-13-2008 :2:50:50 PM Project: PETERS(GARAGE)-;Location: (15) 14.5'cant. beam @ living room floor Controllinq Shear: V= 2362 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s) 1,2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 41.26 IN3 S= 82.26 IN3 Area(Shear): Areq 12.43 IN2 A= 41.56 IN2 Moment of Inertia(Deflection): Ireq= 440.50 IN4 1= 488.41 IN4 Multi-Loaded Beam[AISC 9th Ed ASD Ver: 7.01.14 By: KMW,Archi-Tech on:05-13-2008 :2:50:54 PM Project: PETERS(GARAGE)-Location: (16)22'stl. bm.@ garage ceiling Summary: A36 W 14x43 x 22.0 FT' Section Adequate By: 7.1% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center' 0.35 IN Live Load: LLD-Center- 0.48 IN = U556 Total Load: TLD-Center= 0.82 IN= U322 Center Span Left End Reactions(Support A): - Live Load: LL-Rxn-A= 12144 LB Dead Load: DL-Rxn-A= 8563 LB Total Load: TL-Rxn-A= 20707 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 1.12 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 11777 LB Dead Load: DL-Rxn-B= 8687 LB Total Load: TL-Rxn-B= 20464 LB Bearing Length Required(Beam only, support capacity not checked)- BL-B= 1.12 IN Beam Data: Center Span Length: L2= 22.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 22.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 300 Center Span Loading: Uniform Load: ` Live Load: wL-2= 600 PLF Dead Load: wD-2= 300 PLF Beam Self Weight: BSW= 43 PLF Total Load: wT-2= 943 PLF Point Load 1 Live Load: PL1-2= 605 LB Dead Load: PD1-2= 435 LB Location(From left end of span): X1-2= 2.25 FT Point Load 2 Live Load: PL2-2= 605 LB Dead Load: PD2-2= 435 LB Location(From left end of span): X2-2= 5.25 FT Point Load 3 ` Live Load: PL3-2= ,. 544 LB Dead Load: PD3-2= 792 LB Location(From left end of span): X3-2= 5.5 FT Point Load 4 Live Load: PL4-2= 1841 LB Dead Load: PD4-2= 1255 LB Location(From left end of span): X4-2= 8.0 FT Point Load 5 Live Load: PL5-2= 2983 LB Dead Load: PD5-2= 2590 LB Location(From left end of span): X5-2= 14.0 FT Point Load 6 Live Load: PL6-2= 1592 LB Dead Load: PD6-2= 1371 LB Location (From left end of span): X6-2= 20.0 FT Trapezoidal Load 1 Left Live Load: 8' TRL-Left-1-2= 373 PLF Left Dead Load: TRD-Left-1-2= . 288 PLF Right Live Load: TRL-Riqht-1-2= 373 PLF Right Dead Load: TRD-Right-1-2= 288 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 2.25 FT Load Length: C-1-2 2.25 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 373 PLF Left Dead Load: TRD-Left-2-2= 288 PLF Right Live Load: TRL-Riqht-2-2= 373 PLF Right Dead Load: TRD-Right-2-2= 288 PLF Load Start: A-2-2= 5.25 FT Load End: B-2-2= 8.0 FT Load Length: C-2-2= 2.75 FT Trapezoidal Load 3 Left Live Load: TRL-Left-3-2= 49 PLF Left Dead Load: `. TRD-Left-3-2 '99 PLF Right Live Load: TRL-Right-3-2= 49 PLF Right Dead Load: TRD-Right-3-2= 99 PLF Load Start: A-3-2= 8.0 FT e Page: 5 Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver: 7.01.14 By: KMW,Archi-Tech on-05-13-2008 :2:50:54 PM Project: PETERS(GARAGE)-'Location: (16)22'stl. bm. @ garage ceiling Load End: B-3-2= 22.0 FT Load Length: C-3-2= 14.0 FT Properties for:W14x43/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 13.70 IN Web Thickness: tw= 0.31 IN Flange Width: bf= 8.00 IN Flange Thickness: tf= 0.53 IN Distance to Web Toe of Fillet: k= 1.12 IN Moment of Inertia About X-X Axis: Ix= 428.00 IN4 Section Modulus About X-X Axis: Sx= 62.60 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.15 IN Design Properties per AISC Steel Construction Manual Flange Buckling Ratio: FBR= 7.55 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 44.92 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66"Fy: Lc= 8.44 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 41.44 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 115701 FT-LB 11.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 123948 FT-LB Controlling Shear: V= 20707 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr- 60170 LB Moment of Inertia(Deflection): Ireq= 399.22 IN4 1= 428.00 IN4 Multi-Span Floor Beam[99 BOCA National Building Code(97 NDS)]Ver: 7.01.14 By: KMW,Archi-Tech on:05-13-2008 :2:51:31 PM Project: PETERS(GARAGE)-'Location: (17) 16.5'bm. @ bedroom floor Summary: (2) 1.75 IN x 11.875 IN x 16.5 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:43.5% Controlling Factor:Area/Depth Required 9.9 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.14 IN Live Load: LLD-Center= 0.18 IN =U1092 Total Load: TLD-Center= 0.32 IN = U620 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 600 LB Dead Load: DL-Rxn-A= 420 LB Total Load: TL-Rxn-A= 1020 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.39 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= . 2983 LB Dead Load: DL-Rxn-B= 2590 LB Total Load: TL-Rxn-B= 5573 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 2.12 IN Beam Data: Center Span Length: L2= 16.5 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 16.5 FT Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria: L/ 360 Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 40.0 PSF Floor Dead Load: FDL-2= 15.0 PSF Floor Tributary Width Side One: Trib-1-2= 0.66 FT Floor Tributary Width Side Two: Trib-2-2= 0.66 FT Beam Self Weight: BSW= 13 PLF Wall Load: Wall-2= . 0 PLF Total Live Load: wL-2= 53 PLF Total Dead Load: wD-2= 20 PLF Total Load: wT-2= 86 PLF Point Load Live Load: PL-2= 2712 LB Dead Load: PD-2= 2469 LB . Location(From left end of span): X-2= 15.5 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: i Fc_perp 750 PSI Adjusted Properties ' Fb'(Tension): Fb'= 2604 PSI Adjustment Factors: Cd=1.00 CF=1.00 Fv': Fvr_ 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 6079 FT-LB 11.88 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 5502 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 28.02 IN3 S= 82.26 IN3 Area(Shear): Areq= 28.96 IN2 A= 41.56 IN2 Moment of Inertia(Deflection): Ireq= 283.44 IN4 1= 488.41 IN4 Multi-Loaded Beamr 99 BOCA National Building Code(97 NDS)I Ver: 7.01.14 By: KMW,Archi-Tech on: 05-13-2008 :2:51:05 PM Project: PETERS(GARAGE)-Location: (18)3'bm. @ garage header Summary: (2) 1.5 IN x 7.25 IN x 3.0 FT /#2-Spruce-Pine-Fir- Dry Use Section Adequate By:43.5% Controlling Factor: Section Modulus/Depth Required 6.05 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center- 0.01 IN Live Load: LLD-Center= 0.01 IN =U3822 Total Load: TLD-Center= 0.02 IN= U2259 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1913 LB Dead Load: DL-Rxn-A= 1320 LB Total Load: TL-Rxn-A= 3233 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 2.54 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 699 LB Dead Load: DL-Rxn-B= 491 LB Total Load: TL-Rxn-B= 1190 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.93 IN Beam Data: Center Span Length: L2= 3.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 51 PLF Dead Load: wD-2= 27 PLF Beam Self Weight: BSW= 4 PLF Total Load: wT-2= 82 PLF Point Load 1 Live Load: PL1-2= 2140 LB Dead Load: PD1-2= 1481 LB Location (From left end of span): X1-2= 0.5 FT Point Load 2 Live Load: PL2-2= 319 LB Dead Load: PD2-2= 237 LB Location (From left end of span): X2-2= 2.5 FT Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc-Perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1050 PSI Adjustment Factors: Cd=1.00 CF=1.20 Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 1602 FT-LB 0.51 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 585 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 18.31 IN3 S= 26.28 IN3 Area(Shear): Areq= 12.53 IN2 A= 21.75 IN2 Moment of Inertia(Deflection): Ireq= 12.65 IN4 1= 95.27 IN4 Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)1 Ver: 7.01.14 " Bv: KMW,Archi-Tech on:05-13-2008 :2:51:07 PM Project: PETERS(GARAGE)-Location: (19)9.75'bm. @ garage header Summary: (2) 1.75 IN x 11.25 IN x 9.75 FT /1.9E Microlam-iLevel Trus Joist Section Adequate Bv: 12.2% Controlling Factor: Section Modulus/Depth Required 10.62 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center— 0.13 IN Live Load: LLD-Center= 0.17 IN= U677 Total Load: TLD-Center= 0.31 IN=U383 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 3165 LB Dead Load: DL-Rxn-A= 2381 LB Total Load: TL-Rxn-A= 5547 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 2.11 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 3009 LB Dead Load: DL-Rxn-B= 2091 LB Total Load: TL-Rxn-B= 5100 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 1.94 IN Beam Data: Center Span Length: L2= 9.75 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: . ' Lu2-Bottom= 9.75 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 330 PLF Dead Load: wD-2= 165 PLF Beam Self Weight: BSW= 12 PLF Total Load: wT-2= 507 PLF Point Load 1 Live Load: PL1-2= 600 LB Dead Load: PD1-2= 420 LB Location(From left end of span): X1-2= 2.75 FT Point Load 2 Live Load: PL2-2= 418 LB Dead Load: PD2-2= 748 LB Location(From left end of span): X2-2= 5.25 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 185 PLF Left Dead Load: TRD-Left-1-2= 193 PLF Right Live Load: TRL-Riqht-1-2= 185 PLF Right Dead Load: TRD-Right-1-2= 193 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 5.25 FT Load Length: C-1-2= 5.25 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 215 PLF Left Dead Load: TRD-Left-2-2= 125 PLF Right Live Load: TRL-Right-2-2= 215 PLF Right Dead Load: TRD-Right-2-2= 125 PLF Load Start: A-2-2= 5.25 FT Load End: B-2-2= 9.75 FT Load Length: C-2-2= 4.5 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticitv: E= 1900000 PSI 4 Stress Perpendicular to Grain: Fc,—Perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2623 PSI Adjustment Factors:Cd=1.00 CF=1.01 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 { Design Requirements: Controlling Moment: M= 14378 FT-LB 5.07 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 4770 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: . Section Modulus(Moment): Sreq= 65.78 IN3 S= 73.83 IN3 Paqe: 3 Multi-Loaded Beam(99 BOCA National Buildinq Code(97 NDS) Ver: 7.01.14 By: KMW,Archi-Tech on: 05-13-2008 : 2:51:07 PM Project: PETERS(GARAGE)-Location: (19)9.75'bm. @ garage header Area(Shear): Areq= 25.11 IN2 A= 39.38 IN2 Moment of Inertia(Deflection): Ireq= 325.09 IN4 1= 415.28 IN4 1 . Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)1 Ver: 7.01.14 By: KMW,Archi-Tech on:05-13-2008 :2:51:09 PM Project: PETERS(GARAGE)--Location: (20)9.75'bm. @ garage header Summary: (2) 1.75 IN x 11.875 IN x 9.75 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:9.1% Controlling Factor:Section Modulus/Depth Required 11.37 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.13 IN Live Load: LLD-Center- 0.15 IN =U777 Total Load: TLD-Center- 0.28 IN=U418 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 3112 LB Dead Load: DL-Rxn-A= 2354 LB Total Load: TL-Rxn-A= 5466 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 2.08 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 3014 LB Dead Load: DL-Rxn-B= 2480 LB Total Load: TL-Rxn-B= 5494 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 2.09 IN Beam Data: Center Span Length: L2= 9.75 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 9.75 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 330 PLF Dead Load: wD-2= 165 PLF Beam Self Weight: BSW= 13 PLF Total Load: wT-2= 508 PLF Point Load 1 Live Load: PL1-2= 962 LB Dead Load: PD1-2= 1540 LB Location (From left end of span): X1-2= 4.75 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 215 PLF Left Dead Load: TRD-Left-1-2= 125 PLF Right Live Load: TRL-Riqht-1-2= 215 PLF Right Dead Load: TRD-Right-1-2= 125 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 4.75 FT Load Length: C-1-2= 4.75 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 185 PLF Left Dead Load: TRD-Left-2-2= 193 PLF Right Live Load: TRL-Riqht-2-2= 185 PLF Right Dead Load: TRD-Right-2-2= 193 PLF Load Start: A-2-2= 4.75 FT Load End: B-2-2= 9.75 FT Load Length: C-2-2= 5.0 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2604 PSI Adjustment Factors: Cd=1.00 CF=1.00 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 16366 FT-LB 4.778 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 4639 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 75.43 IN3 S= 82.26 IN3 Area(Shear): Areq= 24.42 IN2 A= 41.56 IN2 Moment of Inertia(Deflection): Ireq= 350.60 IN4 1= 488.41 IN4 Paqe: 5 Multi-Loaded Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.14. By: KMW,Archi-Tech on:05-13-2008 :2:51:09 PM Project: PETERS(GARAGE)-Location: (20)9.75'bm. @ garage header Uniformly Loaded Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.14 By: KMW,Archi-Tech on:05-13-2008 :2:49:54 PM Project: PETERS(GARAGE)-location: (21) 11.75'bm.@ deck Summary: (3) 1.5 IN x 9.25 IN x 11.75 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 19.3% Controllinq Factor: Section Modulus/Depth Required 8.47 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: = DLD- 0.05 IN Live Load: LLD= 0.25 IN =U569 Total Load: TLD= 0.30 IN= U475 Reactions(Each End): Live Load: LL-Rxn= 1410 LB Dead Load: DL-Rxn= 280 LB Total Load: TL-Rxn= 1690 LB Bearing Length Required(Beam only, support capacity not checked): BL= . 0.88 IN Beam Data: Span: L= 11.75 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: L/ 300 Floor Loadinq: Floor Live Load-Side One: LL1= 60.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 4.0 FT Floor Live Load-Side Two: LL2= 0.0 PSF Floor Dead Load-Side Two: DL2= 0.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 240 PLF Beam Self Weiqht: BSW= 8 PLF Beam Total Dead Load: wD= 48 PLF Total Maximum Load: wT= 288 PLF Properties For:#2-Spruce-Pine-Fir Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= , 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1107 PSI Adjustment Factors: Cd=1.00 CF=1.10 Cr-1.15 Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 4963 FT-LB 5.875 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1487 LB At a distance d from support. Critical shear created by combining all dead and live loads. z Comparisons With Required Sections: Section Modulus(Moment): Sreq= 53.81 IN3 S= 64.17 IN3 Area(Shear): Areq= 31.86 IN2 A= 41.63 IN2 Moment of Inertia(Deflection): Ireq= 187.69 IN4 1= 296.79 IN4 Column[AISC 9th Ed ASD 1 Ver: 7.01.14 By: KMW,Archi-Tech on: 05-13-2008 :2:51:41 PM Project: PETERS(GARAGE)-Location:column at garage` Summary: HSS 3-1/2 x 3-1/2 x 1/8 x 7.25 FT/ASTM A500-GR.B-46 Section Adequate By: 31.4% Vertical Reactions: Live: Vert-LL-Rxn= 12843 LB Dead: Vert-DL-Rxn= 9092 LB Total: Vert-TL-Rxn= 21935 LB Axial Loads: Live Loads: PL= 12843 LB Dead Loads: PD= 9054 LB Column Self Weight: CSW= 38 LB Total Loads: PT= 21935 LB Eccentricity(X-X Axis): ex= 0.00 IN Eccentricity(Y-Y Axis): ey= 0.00 IN Column Data: Lenqth: L= 7.25 FT Maximum Unbraced Lenqth(X-X Axis): Lx= 7.25 FT Maximum Unbraced Length(Y-Y Axis): Ly= 7.25 FT Column End Condition: K= 1.0 Column Bendinq Coefficient: Cm= 1.0 Properties for:HSS 3-1/2 x 3-1/2 x 1/8/A500-GR.B-46 Steel Yield Strenqth: Fy= 46 KSI Modulus of Elasticity: E= 29000 KSI Column Section: (X-X Axis): dx= 3.50 IN Column Section: (Y-Y Axis): dy= 3.50 IN Column Wall Thickness: t= 0.116 IN Area: A= 1.54 IN2 Moment of Inertia(X-X Axis): Ix= 2.90 IN4 Moment of Inertia(Y-Y Axis): ly= 2.90 IN4 Section Modulus(X-X Axis): Sx= 1.66 IN3 Section Modulus(Y-Y Axis): Sy= 1.66 IN3 Radius of Gyration (X-X Axis): rx= 1.37 IN Radius of Gyration (Y-Y Axis): ry= 1.37 IN Column Compression Calculations: KUr Ratio(X-X Axis): KLx/rx= 63.5 KUr Ratio(Y-Y Axis): KLy/ry= 63.5 Controllinq Direction for Compression Calculations: (Y-Y Axis) Column Slenderness Ratio: Cc= 111.6 Allowable Compressive Stress: Fa= 20757 PSI Compressive Stress: fa= 14244 PSI k t 05/21/2008 WED 9:09 FAX V01/001 L • FAIRVIEW MILLWORK 49 WHITE'S PATH SOUTH YARMOUTH, MA 02664 Phone: (508) 394-2219 Fax: (508) 394-8448 Page 1 SPECIAL ORDER TICKET Ticket# 58061031 SPECIAL NOTES Ref# 58061031 �xmc:O9.11:0E• T 516 Order Date:05/16/2008 Salesperson 7ohr_ I:origan No.:JOi-aI JOHN REPRINT Today's DALC:05/21/2{�08 Sold: Don Bliss Ship:Tempered Sash To: PO Box 809 To: Forestdale, MA 02644 Phone: (508) 737-6506 Phone: (508) 737-6506 F:fairw Cu3tomCr No.: E009755 Job: customer P.0_ Ship Via Custonier PicY.uu Order Ship Unit Item No. Description Price Extension 1.0 SRO >JOHPI00000074728 TW2442 WFITE/11ATURAL PINE TEMPERED HP 166.00 166.00 LOWER SASH ONLY 1.0 BRO >JCHN00000074741 TW2442 WHITE/NATURAL PINE TEMPERED gip 166.00 166.00 UPPER SASH ONLY I5 1 Taxable 332 . 00 Sub: $332 . 00 NonTaxable 0. 00 Tax: 16. 60 Total . $348 . 60 $0 . 00 Amount Due: $348 . 60 Dee to the special nature of �:ome orders-, the buyer agrees that in regerd:a to spocia.l orders the crdcr is correct and NON-CANCELLARL= aria t:.a deposit is NOJG-REFUNDADLE. 6" DIA. GONG. TUBE ON 20" VIA. "BIGFOOT" FOOTING 11'-5 I/2" q2'-1 3/4" CA IX4 IPE DECKING ON P.T. FRAME o y (10 3/4" TREAD) r —�--- ------ ------------------ —r � y 3-0 MIN. WIDTH ; DEGK ABOVE TOOK ILIN61A ABOVE I 4X4 P.T. P05T W/ -'--i-i--f IX WRAP (FIN, DIM. I I I 5 X5 I a� I I I I f I I I I Oj z J I I I I I I EDGE OF FA5GIA ABOVE Z'EX15TIN6 5" FOUND. WALLS B 5/5" F.G. GYP. BD. AT CEILING �4 AANNDDU ALI-5(BLOCKING A5 EXI5TIN6 DOOR TO REMAIN (REFER TO ELEVATIONS FOR APPLIED GRILLE PATTERN5 AND DEGORATIVE MOULDIN65) EXI5TIN6 WINDOWS TO REMAIN (REFER TO ELEVATIONS FOR APPLIED GRILLE PATTERNS Akln nF//1De•rIVC 1.A/1111 nlAl/_al A4 12 8 283 REFER TO DETAIL A-4 5T5 a� IX ' IX E E _ (TO -OOR II II _ NO I ABC II II II II - II � II I I I I IX51 (TO II II II II II II II II II II II II II II II II II II _ II II II II II II II II 3 II II I I I I I I I I I I I I I I 0 Z I I I I I I I I I I 1 ( ) . I -_-J__-__-J -----------------------J------J ----- -------------- R E A R E L E V A T 1 O N 5 0 A L E 1 / 4 = 1 - 0 " { _, B A4 IX3/IX5 RAKE ON IX BLOCKING REFER TO DETAIL 243 3 t/• A-4 CU5TOM RAILING5, BALU5TER5, AND P05T5 N 12 4� #8015 BED W/2X CAP 5UB FLR. 5ECOND FLOOR II � � P.T. 4 X 4 P05T WRAPPED W/ IX'5 (5 X 5 FIN. DIM.) I II I I � II II I II � I II II II #5455 BASE ABOVE IXS WRA II II ii I II II � � TOP OF 5LAB II II . 8" VIA. CONCRETE TUBE ON 20" VIA. "BIGFOOT" FOOTING ------J I L E F T EL E 5 C A L E 1 / 4 = 1 - C ec'-03-07 O9: 35A P.Ol r V AR C H I - TECH ' ;. � 'e`; as* t �¢6 school street t 508.420.5335 f 508.420.5304 A S 5 O CI A � � S-7- I r�LI � ,A., cotuit,ma 02615 a infnr»t(, hlle(hassod ales.Cum a r c h i t e c t u r a l d e s i g n arehi tech associates.com , TRANSMITTAL Date... Dece1T1ber3,2007 f I Drop-cuff f-1 Pick-up rl Mail I J Ovr.rnighl i•o. Bob Mc.Kcchnie-Town of Barnstable Fax 508.790_6230 i,i�;Pti 2 cc: _ _. F1Ofher Regarding: Peters Residence-165 Crockers Nock Road,COtllit,MA Remarks Bob, Please find updated Floor Plan with 4'cabinetry and barsink. Timothy Luff PERMIT PAYMENT RECEIPT 6UI �MgOppF B ABLE NOAN�I.N MA 1601NT 111/07 ----------------TOTALS--------------- .PERMIT $ PAID 50.00 AMI.'. IDEIRRP 50.0g0 AM CHAN .00 PCTTO HNUMBER: R0705575AY1 %PAYM1 5 VW dq.*) ce _ C oT-%A.-r T 63 Td WUEZS:TT 2_00Z 20 '0aG. 89Sz 888 80S 'ON 3NOHd sstig aohot WONd Dec-03-07 09: 35A - P_02 ol u:.Ire oec.:lre _ IRVS -- ....... ." 9-U Nx.NOh •-'f M�t DECK - la#i M TO EAST. T 1w» I A4 k �e ue x 9-4 T+e 1 __ x�.xw x �i 1bI/D �iM '� LIVINGS 042442 SITTING I <vexaive W_cExfEft OF RI17dE TH - ,N �TId �B ,�orlw�G�ef/—� .'. GR�La P R1P6C Df•IN'd �� AIf9YC ,F�fI5fIN6 NIgLW6 BCLOn 2e Ve x4�T - BEDROOM I } T K �{ A4 - . ni Cxi.v ALLS To EC 2x.S b' .. ..._. _..�._.._ 00 NaLee IVIly 01*0#519 COWL CaIAL •ALl Iwr PKLB TO BE 2"'e•b' . _NKoveleTCRIOR R l DO= TO Bt'MVEW"TiLTKAS4 CLGJAT�e fbl ORxJ2 PATTEOe RO KwMT9 ABP?417L00.1 , A10 eRLLl!►ATTCM SEGOND FLOOR PLAN „-50rT ,i Pr000sed Garage Location in Cotuit, MA. Prepared For: Gary J. Peters Assessor's Map: MAP: 19 PARCEL: 35 Baxter, Nye & Holmgren, Inc. Community Panel Number: 250001 0021 D Registered Professional F.I.R.M, Map Zone: C Engineers and Land Surveyors Plan Book/Page: 94/47 812 Main St. Osterville, MA 02655 Deed Book/Page: 5688/246 Phone - (508)-428-9131 Fax — (508)-428-3750 Owner: Gary J. Peters, et ux. Job Number: 2001-111ws3.dwg Scale: 1" = 40' Date: 12-13-2001 O Q J Q 0 28,307+/— SQ. FT, w 0,65+/— ACRES Y O U 2 PROPOSED NEW CONSTRUCTION (GARAGE) <01 BRB FND O S, �°, 20 yc< a5 <11 o �ti $ry0 BRB FND c,`'� O BRB FND 'CP. 0 �,0 �Gr S 166. BRB FND A=a 4.i, Ot✓r R=3�4.B6 GR 94•$6 C i i BRB FND I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED CONSTRUCTION SHOWN tN OF yes HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE !.Y� AND SETBACK REQUIREMENTS, IS LOCATED IN RELATON TO THE MONUMENTS SHOWN, AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. THIS P IN NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISHn PROPERTY—LINES. W4 EGISTERED ROFESSIONAL LAND SURVEYOR DATE TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map A q Parcel 0 3:S' Permit# \,_Health Division �12 1 Z) Date Issued Conservation Division T�� �� �� Fee Tax Collector �g o ,-_ o/< Treasurer &E� 0 42 -`�01/< SEPTIC SYSTEM UST BE Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND 126 Historic-OKH Preservation/Hyannis TOWN REGULATIONS Project Street Address w Village Owner Address Telephone Permit Request ��/ L- � itJ' �� � Square feet: 1st floor: existing proposed.640 2nd floor: existing proposed Total new --laluation kI` Zoning District Flood Plain Groundwater Overlay Construction Type—W Q D,9 Lot Size }-' Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0"_ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes NNo On Old King's Highway: ❑Yes 4No Basement Type: ❑ Full 1�(Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) / / Basement Unfinished Area(sq.ft) / r Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing_ new Total Room Count (not including baths): existing o new First Floor Room Count Heat Type and Fuel: was ❑Oil ❑ Electric ❑Other Central Air: ❑Yes Fireplaces: Existing New Existing wood/coal stove: ❑Yes 4 No -Detached garage:❑existing new size"ool:❑existing ❑new size Barn: 0 existing ❑new size Attached garage:❑existing ❑new size Shed: ❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes )(No If yes, site plan review# Current Use' Proposed Use BUILDER INFORMATION Name i � f� Telephone Number JN2 Address License# /o 0�7M47_a Home Improvement Contractor# Worker's Compensation# � � �r� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO c��I U N / SIGNATURE DATE i FOR OFFICIAL USE ONLY �h PERMIT.NO. ; DATE ISSUED i MAP/PARCEL NO: ADDRESS VILLAGE , . OWNER ' a DATE OF INSPECTION: f , FOUNDATION Z/1/02 07E ' FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH _ .W.. , FINAL Ito PLUMBING: ROUGH, "' FINAL • ' GAS: ROUGH,,, I��► Z7-1 FINAL • FINAL BUILDING DATE CLOSED OUT I- `: 1.1 I.i r* s ASSOCIATION PLAN NO. r'I r L ry 1 r P`Op tHE) � The Town of Barnstable t BARNSTABLE. Department of Health Safety and Environmental Services 9 MASS" 0 ... �' t67q. �0. "lEo Mpi' Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: �' t � Ma /Parcel: o ` % ! o �� �, , / P Q l� Project Address: `� �rON,�t�(C � Bwlder: The following items were noted on reviewing: fir, Reviewed by: V�' Date: ' q:building:forms:review RESIDENTIAL BUILDING PERMIT FEES . APPLICATION FEE New Buildings,Additions $50.00 -- Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft >120 sf-500 sf t` $35.00 p >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$961sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck __x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 a. Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee +� projcost • Sts>zl. q /////////////////////////////////////////////////////i///////irii7//////////////////iii/iiizi///-'%r'%////i//i%//i///i/Uriii/•iiiiriii/ioi /� I, 1 G111, • • •• 1111_ ••. 1. -1 rill ll•al `✓.1• •II 111 11 .•IIU • _ •'111..11_ •II 1 •. WISHM W . 11 • � •I ••I• •I ' JI II111 � nll •I I I I -I ' I . .�: :... •::.< .,> 'tiwna;aY,;::'��'':<:'?;:r:`��%i;Co'o:M•' p�::::4w2}>:: "'. v "� }':Y:...:.}ti�.n':S>'?::j:•iCt<}?nv. `�`\J�t::J v}:^�:^:4:\'. ��/%///,%�//•l�:: /////j'%//////%/////%/////% ////���jm/m/jfj//j////jj/j/j%jj//jj//j//j/j/j/jj// • II _ 1 'JI 111 air..(L'/J 00m, Nltot" :cam �� ul f,7 W" /cam AV Ofikid I, _peparbucimt ■ „ city or town: ULcenmg Board [3sdecunm,s • il- ■ _ ■ ■• , Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to Provide workers' compensation for their is defined as every person in the service of another under any contract employees. As quoted from the"law",as employee of hire, express or implied, oral or written. association,corporation or other legal entity, or any two or more of An employer is defined as an individual,partnership, the-foregoing engaged in a joint enterprise.and including the legal representatives of a deceased employer,or the zece:vez or association or other legal entity,=PloYmB employees. However the owner of a trustee of as individual,Partnership, or the oc ant of the dwelling house of dwelling house having not more than three apartments and who resides therein, � house or an the grounds or another who employs persons to do maintenance,constRctim or repair work an such dwelling building appurtenant thereto shall not because of such employment be deemed to be an employer. en MGL chapter 152 section 25 also states that every state•or•locaUlicensing.ageacy shaIl.withhold.the issuan�t who has of a license or permit to operate a business or to construct buildings i the commonwWth for tr�ypp ,ncidier the not produced acceptable evidence of compliance with the insuranceverage required commonwealth nor any of its political subdivisions sball enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requires of this chapter have bees presented to the contracting authority. MIN Applicants ena �vit completely,by checking the.b=that applies to your situatz°n and Please fill in the workers' comp with a ce�tificate'of insurance as all affidavits may supplying company names,address and phone mmibecs along a f Vie• Aso be sure to sign and _ submitted to the Department of Industrial Accidents for cow ermit of license is `' date the affidavit: The affidavit should be returned to the city artownth aPPlicatk� ther listed below. "law"or if you being rcq=tc4 not the Department of Industrial Accidents• Should YOU =Y questions regarding are required a workers'co�mpensatim policy,Please call the Departtaeat at the numbe City or Towns. y ly. The Department has provided a space at the bottom of the Please be sure that the affidavit>s complete and Printed leT to contact you regarding the applicant. Please affidavit for you to fill out in the event the Office of Inv ®s affidavits may be returned to be sure to fill in the peitnit/liceose number which wdlbe used as a reference number. The the Department by mail or FAX unless other anangennents have been,made. The Office of Investigations would hire to thank you is advance for You cooperation and should you have any questions. Please do not hesitate to give us a call. address,telephone and fax mimbw.. The Department's The Commonwealth Of Massachusetts Department of Industrial Accidents office of I0e311108tlons 600 Washington street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 eft. 406, 409 or 375 OF IHE The Town of Barnstable BA&IVSrASi.E. g Regulatory Services 1°39' .• Thomas F. Geiler,Director, '°lEo►rw+'' Building Division Peter F. DiNlatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. Date _ AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMrT APPLICATION MGL c. 142A requires that the"reconstruction.alterations,renovation.repair.modernization,conversion, improvement.removal.demolition,or construction of an addition to any Pre-ex'st'ng owner-occupied units or to structures which are adjacent to buildingcontaining at least one but not more than four dwelling on with other • such residence or building be done by registered contractors.with certain exceptions, g requirements. %° z,` a stimatedl Cost Q d Type of Work.6� - l Address of Work: l Owner's Name 1 f Date of Application: I hereby certify that: Registration is not required for the following reason(s): .. ❑Work excluded by law []Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: UNREGISTERED OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNR 1WROVEMENT WORK CONTRACTORS DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GU FUND UNDER MGL c.142A. `SIGNED UNDER PENALTIES OF PERJURY I hereby apply for permit as the agen of e own vC Registration No: Date OR ame or OR Date Owner's Name q:forms:Affiday.rev-070601 Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registr Ion 1'4813 � One Ashburton Place Rm 1301 E�xpirati`on 1 % 7/03 f i WA Boston,Ma.02108 „ y JAMES D DANF01tlF�l1 F21�/IOfD/y ,` JAMES DANFOR 122 OXFORD DR. COTUIT, MA 02635 Administrator ( Not valid without A r - 1 • �c .� ., ✓die -Vom�r�aiuuecr�Z o�,/�aaeac/uiael� B;G*RDFOF Bh11LDIN,'G REGULATIONS # License: CtONSTRUCTION SUPE�RVI'SOR NU MY 008267 j 02 `. Tr.no: 21684 i Restricted Tod}tfol© f a S5 �U� JAMES D DANFO'f�jFi��O PO BOX 973 GOTUIT, MA 02635 Administrator Al I IHE fO{�'b TheTown of Barnstable 9AR.`1STA6LE. Department of Health Safety and Environmental Services 9 MASS. 0A , 1639. �0 �plEo MAC6., Building Division r 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Jr �%�Y��YS Map/Parcel 0/5113-5— j Project Address: 11 tk Builder: 1 aP 5 7-1 o f 71ol .LiY C, CrJTt1� %' The following items were noted on reviewing: , 3� �� 1��YT�1 �a�z �`�,�w 02 ��� �i►r � �X�s j� ff��IC Reviewed by: Date: / — 0 2.-- q:buildmg:forms:review hew 00, AT 1-9 SAP � God lool DX o;/ wj,�JlJo�i Doak a , a o 3 �0 �, l �O$` � F G "40 �i Q R/TT r1 y05% L ,4T 144 01i i . of �i II µ DO lid v r `� �' 400 f r 14 3 l 1 • - ..' ;�-.�.rv..�ir.....e.- _.- ,¢uwa:w-wa�vnu�4'sI:1 �-�.;�.rau.^8'...9�`u'zi��a..YMxW4a:-Ha�mvncrw � ' i e . ` o i 1 � E � f rJ TOWN F BrARNSTABLE BUILDING PERMIT APPLICATION dp arf�cel �� Permit# y ea, i Division Z 6 z 2002 `-2 g Date Issued /0 Conservation Division Z�5 . ��`t' Application Fee 1S 0 Tax Collector,;?",Z�� /� Permit Fee Treasurer SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Planning Dept. V1 TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE ANL T6�wFi=CU ,�°iG�i�dS Historic-OKH V" Preservation/Hyannis LF1( / -L��a ,� )/ c�ra�.►,f Project Street Address Village :-�v�� Owner es� - aews Address Telephone k D q;)C> e-A Y� Permit Request ` , r .. K `r r ~ �"� 13 I� Square feet: 1 st floor: existing proposed_ 2nd floor: existing proposed Jr Total new 7s Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type 1925 Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family B' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes B No On Old King's Highway: ❑Yes a10 Basement Type: ❑Full ❑Crawl ❑Walkout HOther �Ca►•�� i c 7— G Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 'W Number of Baths: Full: existing 7 new Half:existing new Number of Bedrooms: existing new c;l'- Total Room Count(not including baths): existing new_ First Floor Room Count <_z , Heat Type and Fuel: 01Gas ❑Oil ❑Electric ❑Other = ° m Central Air: 9-Yes ❑No Fireplaces: Existing 1 New Existing wood/coal`-stove: ❑fes �'&No Detached garage:misting ❑new size c'&&,, Pool:❑existing ❑new size Barn:❑existing ❑new size.;' r Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: cx� Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes B"No If yes,site plan review# Current Use I" Proposed Use BUILDER INFORMATION Name (1 Telephone Number �S''6A Address License# a.Udq Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO G.L o�+�M cL►u SIGNATURE DATE FOR OFFICIAL USE ONLY `r PERMIT NO. DATE ISSUED _ MAP/PARCEL NO. --,ADDRESS r r VILLAGE i OWNERamp- A ' f. 1. t ♦ T r V DATE OF INSPECTION: ` FOUNDATION 2Qz4v FRAME INSULATION(� 11 2 lv 'G �" %`�h� -' FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL - GAS: ROUGH a FINAL FINAL BUILDING DATE CLOSED OUT.LA C rs ASSOCIATION PLAN NO'3 c• ,'Y ^' Assessor's map and lot number /..... .... J.................... Sewage Permit number ......Q �............................................ °f?"Er° TOWN OF BARNSTABLE 2 L BAWSTADLE i OM BUILDING INSPECTOR APPLICATION FOR PERMIT TO ... ..... L�f."..� ............................................. .......... .... . ..... TYPE OF CONSTRUCTION ........................................c....... ...... J/C.. ......... . .................0 ............!...........1 ................19J�. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........................ ......... ......................................I... Q .......................................................................... ProposedUse ............................................................................................................................................................................. AV Zoning District ....................................................Fire District Cg7:qName of Owner ...sAir..: .. .. QIVRO . ...................Address .. . Fail.`!`:`:....�D..........,............................. e Name of Builder �1'...41Ef �E�1�&MJ...............•Address ...........................................................�/`r f�tGv J ........................... .... ......................... Nameof Architect ..................................................................Address ............... ................................................................... Number of Roo s ... Foundation .... QC.:... L 6n< ...................................................... Roofi n X9, .... Exterior .........Q...�....��/,N���........................... g .....................................�......................................... Floors ...................................0...................................Interior ............................ . . .................................................. �xT�•vo .�- HeatingPlumbing .................................................. ..................... Fireplace ..................................................................................Approximate Cost ................(P. .... ...Q........................... ..J.... n,qq Definitive Plan Approved by Planning Board ________________________________19________. Area ....�-5..<...0 -S: ....... . S .........Diagram of Lot and Building with Dimensions Fee 8'Z_ ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH _ _ _ _ QroPoseD ADD�rlon � I EtCi�S'�i�JG 3'hructure, � ' I h I I \ I I I �� igya I I a' ,all _ I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .........017U.. .................... Conroy, James P. Jr. 17937 add to single No ................. Permit for .................................... family dwelling ................................................................................ Location ")� ....Crockers Neck. . ..Road G.......... ................ .. . .... ....... Cotuit ............................................................................... Owner James P. Conroy, Jr. .................................................................. Type of Construction frame .......................................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ......... .qk . ..t�be....15 lq 75 Date.of Inspection Date Completed ... OL.�..�............19 y C- PERMIT REFUSED ................................................................ 19 ............................................................................... ............................................................................... ................................................................................ ..... . ...................................................................... "l Approved ................................................ 19 . ............................................................................... ............................................................................... 1 Asses`sor's map and lot number T� .. Sewage Permit'number✓ ....................................................." TOWN OF BARNSTABLE *THE TD�y ' i BA$b$TAIILE, i ' 039ae� D.UILDING . INSPECTOR , f J i '� tr � J APPLICATION`FOR PERMIT TO ............. ....:......................................................................................................... TYPE OF CONSTRUCTION ......................* ......� `f.......f.....rf%.............................. ............`....................... ................................................ Y• �f TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 1. Location .....................7`�:i..C%.'ot- GR l/,C,e r �.. ((:.:.7....................:............................................................... ProposedUse .............................................................................................................. . .......................................................... Zoning District ...............:........................................................Fire District lu/nfa 4 t )�l PG'I /�(. 0d f::,/t,�C l:D' �+ T rT Nameof Owner .............................:........................................Address ................................................... .............................. -r- r / Name of Builder .....\jA111EJ �r-i h T(-AAJ Address �NbitG•Li/I1 . ............ .................................................................................... Nameof Architect ..................................................................Address ................................................:................................... i Number of Rooms .. ...... Foundation �. Q/�c . .jC U.�,� .................. .............................................................................. Exterior .....1. ......... ..... !J,� l r t J ,'/C'L t ..................................................................Roofing ................................................................................... Floors .'! ...................................Interior - Heating .. .l, �.. ! ..Plumbing ..................� ......................... .......................................... ��........ ..... f%�.. Fireplace ..................................................................................Approximate'Cost • f ?..................................... Definitive Plan Approved by Planning Board -------------------_-----------19--------. Area :•, •� � - Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH �!n yy��h�'J�i ti � j I C�G1•U�C: a � I x I I hereby agree to conform to all the Rules and Regulations of the Town f Barnstable regarding the above construction. Name ........................................... .................... Conroy, James P. Jr. A=19~35 No —l7-9-3-7..... Permit for .—a—dd to single ............................. . ' fauu1 ----- -----------.-----.. ' _ Crockez&Neck Road ' Location -----_—__—_—.^—_—.----.. ' - , �nto1� . . . ' ' . . James P. Owner . . Type or Construction . ' .....--. pxz . Lot . � . . - Septemb r 15 75 Permit. Granted . - - . . . Date.of Inspection . ' ' . Dote Completed � ' -4ERMIT . . REFUSED ' ' ............ . ---' —''' '' . ' -'/�f��.�� �. .-.. _.____ � ^ ' --' .—.------'�—~----~,.�.------.. � Approved _---------.. ......... lV ' . . ^ � ---..-----------.---,-------. . . ' --------------------~--~—.�. ' . . . - ARCHI-TECH 6 school Street cotuit, ma 02655 A550CIATE5 tel: (508) 420-5535 IY fax: (508) 420-5304 architectural design V ata Got uitQaoI.Gom February 28, 2003 Mr. Jack Fitzgerald Building Inspector Town of Barnstable Building Division 200 Main Street Hyannis, MA, 02601 Re: Framing Inspection, Stair Header f'eter5 Residence, 165 Crockery Neck Road, Cotuit,02635 Dear Mr. Fitzgerald, An inspection way made on the above referenced project on Febrgry 27, 2003. We are 5ati5fied that the framing at the 5tair5 will be Structurally acceptable. The 2(2x10) header over the 5tair5 was cut at an angle to accommodate the nece55ary headroom required by the code. The 5horte5t point of the cut i5 6 inches. We have calculated the loads on the header a5 if it were 2(2x6), and found that the beam i5 adequate. (Enclosed you will find the Structural data and calculations). Thank you for your attention in this matter. Yo rs truly, Timothy . Luff }'resident v ._.. �a. - rvt.w• ... .� .0.. s � . . �.}.:r..:_ .1:- ; ...,. ._..r L. li,-.roavr. .,... . - __ _ dam :?..-•....a .,, i Uniformly Loaded Floor Beam(99 BOCA National Buildinq Code(97 NDS)1 Ver: 5.06 By:Archi-Tech Assoc. Inc. , Archi-Tech Assoc. Inc. on: 02-28-2003: 3:25:14 PM P�oiect PETERS--'L6cation::6'.CLG.BM @.LAND'GaEDGE"OF-STAIRS, Summary (2J'J'5.IN:x 5 5�IN')c6 0 FT /:Selecf'Structural--Spruce-Pine-Fig,-Dry.Use; r Section Adequate By: 195.0% Controlling Factor: Area/Depth Required 3.04 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.01 IN=U5836 Total Load: TLD= 0.04 IN=U1771 Reactions(Each End): Live Load: LL-Rxn= 79 LB Dead Load: DL-Rxn= 182 LB Total Load: TL-Rxn= 261 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.20 IN Beam Data: Span: L= 6.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 0.66 FT Floor Live Load-Side Two: LL2= 0.0 PSF Floor Dead Load-Side Two: DL2= 0.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 50 PLF Beam Loading: Beam Total Live Load: wL= 26 PLF Beam Self Weiqht: BSW= 4 PLF Beam Total Dead Load: wD= 61 PLF Total Maximum Load: wT= 87 PLF Properties For: Select Structural-Spruce-Pine-Fir Bendinq Stress: Fb= 1250 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1500000 PSI Stress Perpendicular to Grain: Fc—perp= 425 PSI. Adjusted Properties Fb'(Tension): Fb'= 1625 PSI Adjustment Factors: Cd=1.00 Cf=1.30 FV: Fv= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 392 FT-LB 3.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 261 LB ' At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 2.89 IN3 S= 15.13 IN3 Area(Shear): Areq= 5.59 IN2 A= 16.50 IN2 Moment of Inertia(Deflection): Ireq= 7.05 IN4 1= 41.59 IN4 . The commonwealth of Massachusetts ,Department of Industrial Accidents - — Office of1,09TfigMOOS . - : 600 Washington Street Boston,Mass. 02111 . Workers' Cam ensation Insurance Aff idavitm/ / NEW NO I location. • hone# vo T � � - ' ❑ .I am a homeowner performing all work myself: I am a sole ro rietor and have no one workiz in ca achy ///%/%% �% %%%%%//%% %%///%%//%%%/%%%%%%%%/%///%%%%///%%%/%//%%///G%///%////�////%%%/%//%%%�/%//G/%/�// ev' compensation for my em loyees wor]Qng on this job. }'?.rYax}:L{•X•}itt-4n•ti:?::a}:{r,.$:,:i•L{ r{?fs'�. 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Failure to secure covem9e as required under Section 25A bf MGL 152 carilead to the im osition at eriminalpenaltles of a fine Up to 51,500.Q0 and/or one years'lmprlsonmcnt as well as civil penalties in the form of a TO o the DIAf rVo and a vftee of$100.00 a day against ma IUndersEsa�d that a' adom copy of this statementmay be forwarded to the Office of Investigations ' I dv hereby-ceriifyunderthepains-and-penalties-of-perjury-that-the-information-pr-ouiderLabvve�s�lcue`�arid correct —. Date Signature :Pfioae# ' -00 print name oigcial use only do not write in this area to be completed by city or town oMdal •'''vermit/license# [3Building Department city or town: ❑Licensing Board (]Selectmen's Office contact person: phone M. h.mdvd 9/95 PIA) Information and Instructions Massachusetts General Laws chapter�152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the `law , an employee is:defined as every person in the service of another under any contract .r- . .of hire,'express or implied, oral or written. R .,, I. , association, corporation or oth e`r`legal entity, or.any*two or,more of An employer;is,,de,fined as an individual, partnership, e in'a joint enterprise, and including the Legal representatives of a deceased employer, or the receiver or the foregoing engaged J sociation or other legal entity, employing employees. However the owner.-oft a trustee of an individual,Partnership, as .... dwelling house having not more than three apartments and who resides therein;-or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto'shall not because of such employment be deemed to be an employer. ;. • . MGL chapter'152 section 25 also states that every state or local licensing agency shall withhold the issuance br 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•not any of its political subdivisions shall enter into any contract fo'r the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been preser<te'd} o the contracting authority. " . . .:. -------------- Applicants " Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and: and phone numbers along with a certificate of insurance as all affidavits may be supplying c�npany names, address1. 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"o �if yQu s. are required,to obtain a workers' C6' Ceusati6n' policy,please call the Depaitirient afthe niunber]fisted below:. City or.Towns .. Please be sure that the affidavit is complete and prhtted legibly. The Department has provided a space at the bottom oflt to fill out in event the Office of Investigations has to contact you regarding the applicant. Please davit for you be sure to fill in the.pe mrt%liceiLse nwmbe�wriich willbe used as a refeieace number. Tfie:affidavits may'tia r tq•. the Departrneat'by ai] or FAX unless oihei arraiigements have been n iriade: ' .7, c. �i11f•• ,- The Office of Investigations would like to thank you in advance for you cooperation and should you have any�uestions, please do not hesitate to give'us;a'cali. ON OF The Department's address,telephone and fax number: ; The'Commonwealth Of Massachusetts : _4 ._Department of Industrial Accidents amce of Investlgatlons 600 Washington Street Boston Ma. 02111 • 61 7 27-7749 fan#. ( 7) . e 617 727-4900 ext. 406, 409 or 375 hot # ) 7800=Appeadt i i Table JS21b(eoaayaaed) ' FO e aad Twe•F Seated with W F=b .• � perseeiptire PaeJma�s for Oa amr7r Reddeadal BdWlap MAXIMUM MINIMUM Wall Floor 8ascru mt Slab Heaoug/Cooft mcvp g) Wvaluei RrvaW 14vduo' 1Gwi116J Wall Pa Fla p Wvand R&vand 3701 to 6500 Headug Dearve DsW QP12-A 0,40 31 13 19 10 6 Normal R O32 30 19 19 10 6 Normal s OJO 31 13 19 10 6 U AF[1E T 036 31 13 23 WA WA Normal U OA6 31 19 19 10 6 Normal v 0.44 31 13 2s WA WA 1S AFUE W 032 30 19 19 10 6 W AFZJE X 18% 0.32 31 13 23 WA WA Normal Y 13% OA2 31 19 25 WA WA Normal Z 12% 0.42 31 13 19 10 6 90 AFUE AA 12% 030 30 19 19 10 6 90 AFUE I. ADDRESS OF PROPERTY. l G�� C�� A04 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS 00 3. SQUARE FOOTAGE OF ALL GLAZING: 700 4. %GLAZING AREA(#3 DIVIDED BY#2): 1A S. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-090303a 780 CMR Appendix J Footnotes to Table 35.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 fl of glazing area. 'After January 1, 1999,glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding,structural sheathing,and interior drywall. For example,an R-19 requirement could be met EITHER by R 19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions, but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned cmwlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. `The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. , 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. 'If the building utilizes electric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. `' R value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to comply if the area-weighted averse U- nt. Glazing or door components g ent for that com one P Y P� the R-value requirement p g P value of all windows or doors is less than or equal to the U-value requirement(035 for doors). 43 i RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 �O Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 7� square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE 1 G' square feet x$64/sq.foot= [- x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x .0031= STAND ALONE PERMITS Open Porch x$30.00= Q (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= S (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) J� Permit Fee q- r projcost r IKE Tph� Town of Barnstab le Regulatory Services sexxsTes Thomas F.Geiler,Director '`gyp 19• ,,�`� Building Division rED µP't Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 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: �, at Estimated Cost ' i Address of Work: Owner's Name: Date of Application: v� I hereby certify that: Registration is not required for the following reason(s): QWork excluded by law ❑Job Under$1,000 - ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: ' Date - Contractor Name egistration No: OR Date OvrLer s_;acre e �,�e �tsrrmrazclrau � a��i�Gc�iJ:kr=c�cc<Fe��;, i 2y .. BOARD Q BUILDING REGULATIONS .; License. CONSTRUCTION SUPERVISOR Number: CS 06:0556 :. Expires: 03/Ot/2003 Tr.no: 7599, i Restricted To: '00 DONALD T 'BLISS JR PO BOX 809 ! FORESTDALE, MA 026" Administrator l r 1 ��t'' iN }_ %) of L uf(i e Li1 10 5 cI1� =i c!T t'icirC� - , One Ashburton Place - Room �:•; J� Boston, Massachusetts 0" �, ome Improvement Contractor n' �; stration 1t: A-ialiation: 13 24 60 Tvr,e: lncr�idual _ j�irat on: OZCo,l2G03 , DONALD BLISS - — --- - DONALD BLISS F.O. 50n 80C9 FORESTDALE, iviA 02644 ---- ------ ----- - - - --- - - - update :.`.?i ess and return znrd. Mari(rpason for charvue 171'i0 V rf7 e02 Lost C1f'.i rngi veering Dept. (3rd floor) Map Parcel ,5,G,"rmit# House# A� Z9C J Date Issued oard of H (3rd floor)(8:1 9:30/1:00- .30) Fee 6 Consery lion 0 ice(4th fl or)(8 30- 9:30 1.0 -2:00) la 'ng Dept. 1st floo School dmin. dg. INE►�y;_ initive Plan pr ed by Pla 'ng oard ; STABLE. ` MASS. p ru�S TOWN OF BARNSTABLE �uilding Permit Application ect Street Address Village Owner Address f��� CP�tJ �2c� el, ` Telephone Permit Request Zf Z!: ! First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family f� Two Family ❑ Multi-Family(#units) ! Age of Existing Structure ' Historic House ❑Yes I(No On Old King's Highway ❑Yes pNo 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 No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count a Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other t Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) \ 0 Attached(size) ❑Barn(size) \ ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name uJ�}-�'?j i cJ G ��/ Telephone Number se e 9-1 t- Address eiCOGCJ C_ 1 e— ��. License# a-5 7 7 Home Improvement Contractor# l U l S Worker's Compensation# �J&?. / 3j S— if 7ytj'�l.�j2�, NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TOU��� SIGNATURE `Lf DATE / �r BUILDING PERMIT DENIED FOR THE FOLLAWING REASON(S) FOR OFFICIAL USE ONLY +j PERMIT NO. DATE ISSUED MAP/PARCEL NO.- ADDRESS VILLAGE r OWNER ' e DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) i r _ l '.> _.� yrs�ate• �.i r rli 2< a a.har .� .y t• �q '- ��11'��� �hy.Y 1� 4t",# q iM E f�� ty 6,I ti. + hks'# rr, xsrl °`i`fizi •y�G xfi �' ti, 4zr„.{'�Sh+,f'� SBiin �e *'6 �,: w{ .'" A",4 x m.J• �F .G3,�^ 4 P y �.Y � xa b.� t `1 6 CIA $Ji•4 3' }"�ex4� k J +�'i +�'�'�a`T.� i�a �' �1. r ( '.,fa>'{?1 -.•} (i r. ..,,.. i rd{. 3s 4 ` a+ : �• � r��fi :Z v "r r� wF r^�. d�+1 � h � I" .q ' rs i<. 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C l� .tr.^� �«-i .� ,K kt K a y 5". ?� "«�r : �s t.F f '�k. .3�"t . d�''�y:£s',��.,ak �.'� t - ''tr: £���fz '+,gg�� y a: ✓ * k+.5 i yT, et 4.. 4 d '+'. t , ' u S`re �„Ryl.S f rh J *�^'a44S�h..t r+ k !f`� s*,'��ffir' �ki 1 a> 1# `✓Iwx t ?Fa?*f# s s ��" '+-4'� � fnl Rr h y A � "fix 4�y i .5.•w n A .; � 5� y r a d X. i f y . „ IfA * i !c Y x�" �' 3 1 .�, x n p:a /1' R+ ,�•,,, r ft i dry � � .16 'i��,��. •l.a �;;t. d?Ok, x�rf#'�, 3F42§L�s c SI'1 �r#'a _ �' Ott 41F`� �r�'i•y�' t.i �' sy �t � �y,s,a ,,9 ry�� "�s, $..6.�� � � 'u' r,.EM �1 y f ,�.E. �yt. Y� a •n �l k 'i� t�Y�.i ����}rt� b 'i�-�.� ` �T}5' M1 .+ �a�� �t'�e✓k � �'�y r'dry?ir,�rr�z �{,� }�`//"�,-F�� i & qr ' - # y •r�' �7_ �(.t 4�^��'eS rnn, ryi � 6 Y.2' S 3�fiRx�, '. .. _ Ste, t � x rt `� ¢�•tr� 4.,t � ff , i:, t .-c h 's ,A, o vz�° ih a�- - Y9. .rTr a' `p�'r•t + s fa 1�Er4' tY�. A ¢ n fi $ n t , g a i - ^j' Y� ,��V1�Lh.�' 'Ar •i'Y r;(7 4 Y 'w_�' .F �' ryY � �;. � Mn ? d 9:. rk _ ,q �tip i�,.yt • y` a A F �r ..�. �� - ,'g�' + i - i z Tr w i r THE r� . vr► n a� The Town ®f Barnstable M Department of Health Safety and EnvironmenfaI Service-- - Building Division 367 Main Strom Hyannis MA=01 Rama Cm-L., office: 508-7,90-621-7 BuiIdia=C. Fax: 508-,90-6730 For office use oniy Permit no. Date AFFIDAVIT HOME MWROVEMENENT CONTRACTOR LAW SUPPLEME:yT TO PERMIT APPLICA71ON that the mrcconstructfon, alterations, renovation, repair, moderni=%iCn. MG" c I42A req wires conversion, improvement, removal, demofitf i one �� �taoreon f than four an o dweiIing antn to any i ar• to owner occupied building containing at Leas but not structures which are adjacent to such residence or building be done by registered contractars, wit: certain exceptions.along with other requirements. Est. Cast D o� Type of Work: Addrrzs of Worst• Owner's Name —A4(-2_z_z Date of Permit Appiicatfon: I hereby certify that: Registr=tion is not required for the fallowing resson(s): Work exr3uded by law Job under S1,000. Building not owner-occupied Owner puffing own permit Notice is hereby given that: Fn OWNERS PULLING T� OWN PERMIT OR DEALING WITH �EG�T�R— CONTRACTORS FOR APPLIC-IB O HOME GRAM OR�JARANTY FiJND WORK UNDER MGI.O 14ZA � ACCESS TO THE ARBITRATION PR SIGNED UNDER PENALTIES OIF PERJURY I hereby appiv for a permit as the agent of the awner. ✓ _� Contractor Name $egistrariaa l`io. Dare The Common►vealth of.1hissachusctts Department of Industrial Accidents r _:I Office of1110 92111ons 600 11 a.0itt�tt►11 Street Boston.Ma.u. (12111 w-•` ` Workers' Compensation Insurance Affidavit �hPlicant information• Please 1'R(NTleb�]•y ._._,__.. _..._. .. r npmr•• location• city• rihone# 1 am a homeowner performing all work myself. [1 I am a sole proprietor and have no one workina in any capacity/ I am an employer providing workers' compensation for my employees working on this job. conivatty mane, t`�CUi}-/�'D �, J/,AJ pc--/(jrk.c4 city: SI .eJaGlJ-le7t{ /d� v� �phone#• insurance Co. [I I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have the followin= workers' compensation polices: comn:inv natne- address: cirv: phone#� incur-ince rn nnliev a comnnri nntnc- address- rite phnne#• insurance co noiic� # .Attach additional sheet if neccssary + -^� %� ''"�'' '' "'•'•• ' """- '`'"'' "—� Failure to secure coverage as required under Section:SA of A I G L 152 can lead to the imposition of criminal penalties of a line up to S1.500.00 andiur one cars' imprisonment as.well as civil penalties in the form of a STOP NVORK ORDER and a finc of S100.00 a day against me. I understand that a cope of this statement ma% be forwarded to the office of investigations of the D1A for coverage verification. I do herchr cerrijr under the pains/sand per allies ojpevu drat 1I1c information prodded above is true and correct. Sicnature _Date — 9� r Print name igD2 4620 Liu 1)INC 4 Phone# fficial II\'c OOIy do not twritc in this area to be completed by tiny or town ofricial city or town: permit/license# r'1Building Department Licensing Board O check if immediate response is required 0Sclectmen's Office C311c21th Department contact person: phone#: r•tother 5. information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for the employees. As quoted from the "law". an empluree is defined as every person in the service of another under an%, contract of hire, express or implied, oral or written. An einpl( ci,er is defined as an individual. partnership, association. corporation or other legal entity, or any two or mor the foreuoinu enua`_ed 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 th, owner of a dwell inu house having not more than three apartments and who resides therein, or the occupant of the dwcl line house of another who employs persons to do maintenance , construction or repair work on such dwelling_ ho: or oil the `:rounds or building appurtenant thereto shall not because of such employment be deemed to be an empioye: MGL chapter 152 section 25 also states that even•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 sny applicant who has not produced acceptable evidence of compliance iyith the insurance coverage required. Additionally•. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter '.. been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company natures. address and phone numbers as all affidavits may be submitted to the Department of industrial Accidents for confirnation 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 requires to obtain a «•orkers' compensation policy, please call the Department at the number listed below. City or Towns Please be sore that the affidavit is complete and printed legibly. The Department has provided a space at the bottom o- the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Pie: be sure to fill in the permit/license number which will be used as a reference number. 77te affidavits may be returned the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questior please do not hesitate to {give us a call. . -•_iYv -�. .. ..•�_.�w.... ..mow.-w-r.... -�.�...♦. �....—+r•rfw�www�.u...wwArr� ww.w!Mw.w�.•r�a.aNL•f/_'R"Tvw.w�.vsw�-�.. The Department's address. telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents - Office of Investigations 600 Washington Street Boston,Ma. 02111 fax #: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 . � ✓� -CrI0iIl7i)72OOE((� O�✓GZCW:1fJ,Cf't[CJP�! :' �4 DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE Number:. Expires: ; Rest cted,:To;:' .00 ri EDWARD W DINGLEY PO BOX 665 SANDWICH, MA 02563 Registratio t41695 R t' x- IYIDUAnip .. w Type � h Ezpi¢retgion Qb129/9}8 f � .EDYARD K DI116LErhCAR"T TRY t r �4 CroMe11-Rd/P 4 8oz 6' i4vich MA 02563 r :� 4 # ADMINISTRATOR Engineering Dept. (3rd floor) Map al 99 Parcel �,?� Permit X 'aFr(o0 61 ` House# /�p,S ? Date Issue A. Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) Fee t Geese vatlAn Ofri /A h floor) B A� 3fl 96�2 8A SEPTIC SYS ST BE e — s oor c INSTALLED 19 M : ANCE ENVIRONM TOWN OF'BARNSTABLET0%E ON AND S C,! Building Permit Application Project`Stlreett�Address i /to,!9 Cv2l)C/C e7eS Village, :'. 7 Owner Address Telephone 'Permit Request G2 z Ll�L G First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes too On Old King's Highway ❑Yes XNo 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 'No.of Bedrooms: Existing I New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ],Oil ❑Electric ❑Other Central Air ❑Yes t No Fireplaces:Existing I New Existing wood/coal stove 15,Yes ❑No Garage: ❑Detached(size). Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) %,done ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name C-20 1,c-1/¢ Telephone Number Address I e4ow L L License# 7 46) c:G, ` OK� Home Improvement Contractor# Worker's Compensation# 66)(f ?f 42-y 6 3 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �Ol�if-� u � SIGNATURE DATE GILDING PERMIT DENIED FOR THE FOLLO ING REASON(S) FOR OFFICIAL USE ONLY • PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS ' F VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: 0 Y-ROUE ;I FINAL' - GAS: i10UC FINAL F in A. FINALBUILDINT_0 , µ " _ o -: % + ' Im t i t DATE CLOSED OU , I t i } I� Qin ASSOCIATION PL,)Wm0. t F T#'I 0 > . 1 . WE The: . Town of Barnstable • �►arrsr,�ec,E, • �0� Department of Health Safety and Environmental Services '�Eo MOB' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only 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. �J Type of Work: Est.Cost 10-0-67) —` Address of Work: J(v Sr .�� � • �G� c/�'" , Owner's Name ✓� Date of Permit Application: 7 ' I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the ow Date Contractor Name Registration No. OR Date Owner's Name The CoIIII11011I4'ealth of 4fassachusclt; =�• Department of Industrial Accidents 7 JOICE 0f10=119a1100S ,t\ 6011 111ashington Street Boston. Mass. 02111 Workers' Compensation Insurance Affidavit ,�►inlic t—n nformation Plence PRINT le,ibly =,� - - c in nho- 17 1 am a homeowner performing all work myself. 1 am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. comn•tm nnmc `� - �cih —�L7 /�� fC/l G� ✓o� /7�-Slo-� mot,,..,,.e. ��G� �_. ��-�..-�-I�% s lice to insurance o. �..,,,,.._„a....w._.. • . I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below a he the following workers' compensation polices: nm am• name• •tddres cir• nhonc it• insurance ro. nllCy# �_..�-.....�.�.- ..."-_• �-�y�-..ram:- ��.Jr nm am' name* •tddre c- city hone#• • oil •# cur�ncc _ Attach additional sheet if rieces_i? .:..i +.�-v_��. _+"�.; "' °''"�'"1 '••►r.• ��x _� Failure to secure coverage as required under Section EA of AiGL 152 can lead to the imposition of criminal penalties of a tine up to 51SDU.UU an one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against me. 1 understand tt copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. - I do hereht•certify under the pains aced penalties of perjure•that the information provided above is true and correct. Sicnature Date Print name [� ��0 Phone 0 / 6-0 11- k it 2 �ofliciai use only do not write in this area to be completed by city or town 0MCi21 city or town: permidlicease# _Muiidine Department �Liccnsing Huard check irimmediate response is required C35eieetm Office Qticaith D Depepartment contact person: phone ii• mothers_ .• • r Y''r�i► Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for employees. As quoted from the "la ", an c�lmploree "lacy", is defined as every person in the service of another udder auto contract of hire, express or implied. oral or written. An emplurer is defined as an individual. partnership, association, corporation or other legal entity, or any two or : the foregoing enunged in a joint enterprise, and including the legal representatives of a deccascd employer, or the receiver or trustee of an individual , partnership, association or other legal entity, employing* employees. Ho%%,e%,` owner of a dwellin_ house haying not more than three apartments and who resides therein, or the occupant of the dwclling house of another who employs persons to do maintenance , construction or repair work on such dweIlin; or on the Grounds or building appurtenant thereto shall not because of such employment be deemed to be an empi MGL chapter 152 seaion 25 also states that ever-•state or local licensing agencti•sivall withhold the issuance o renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for tite performance of public work until acceptable evidence of compliance with the insurance requirements of this chap- .been presented to zhe contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to ;your situation ment of supplying company naines. address and phone numbers as all affidavits may be submitted to the Depart Industrial .accidents for confirmation of insurance coverage. Also be sure to sign and date tite 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 rec� to obtain a workers compensation policy. please call the Department at the number listed belo%N. Citn- or 'towns Please be sure that the affidavit is complete and printed legibly. T'Ite Department has provided a space at the bone the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be return the Department by mail or FAX unless other arrangements have been made. Tile Office of Investigations would like to thank you in advance for you cooperation and should you have an} q= 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 Wasliington Street Boston, Ma. 02111 01 X.2,1 MID 13 7 1 5: FICA 1 -8,:-D 22-1.5,:-j D,..' 71 T D TP ID,I wi EDWARD W. DiN't3Lg-:l(, Carpracry Box 665 CAND'AlICH, MA 02563 lore n of Bdrnstanble I d-J ing 1 n s pe,--tor I s C.f F 4yannis, MA C 1-Ock LN r Pvec,"� c t u i.- '- Icling perridt ft:�r ab.ar addre, r-c,- LLx 0 -Taw- D®R 1 MUNN Pbw" 063-23-31R, to LLl - U) lf) (sQa wws-r PLR.I—N. ' N 1 �j-t•OP-'Pxn.cT_Lci^ATlcl.().1 O � - JC 'v it , < `13 -N I _•ks czc�r..F - - T i ti LO • ;^a�'. -RT le I IS p � P- i FKr`.f�'1 O-INI-.y zxlo a.' . 1 i 1 ' dl z)Yax7n l - .e ij IN Pat. 61 Gd.IG Fo�T11Ja I__ �v�u 1 r , I a'cor lc.wosn-w.l..l_ -p Y . GtJ aaxl2�-dJc. X a °' W - 1 _ I _ 4• a.�ix.r R+�.� j ..p - Z c '0 1 ------------ 1, zxlsrg m Z U_ . - • ,,, W -- I - .... .... .. O 0a. = —o y 0 Z c oe W,e Q Z \ d - d a•!Pr)\ (g�zxa:s /• (=y)zxfo'o PT4xL Fnsrs �a[ � low a ll U Z FOUf FA3rINGi - a CL� 0 Job no.: bz21 datc 9.5.cz SMOKE DETECTORS O.K. rcv. 9 9•oz __--_- TOUNDATION FIRST FLOOR FRAMING PLAN _ SECOND FLR. FRAMING PLAN • ram,. STABLE BUILDI G DEPT. A- 1 _ U to WINDOW 81 DOOR SCHEDULE W to n rlooc�rto. �e >.Pnor rr c� oroa Imo+ ewus r+r��. �-- O O z.4410 uot_,r+Lwo- �'_�bt x S-Ilk' Div s CV CV . 6 TW•249G B. 1 2.'- JtO x 4'- 't G/G 8 d' G TW-Zg42 , 1 z'-6!H�x R'-S4' Co/G 4 _ Ql l'� co _.tom TW ,U — U Tw ZO�J-L / 1 21-2 La1 x `S'-S'�'� G/C/ 1 P ,^J•J. zs1 AI_NINp 2'- x 2-9aa 3W xZl4 1 O R . 1-:_ram•csk. asl 1 2 9 1- za x z-o5e' siW xzr-' 1 f(� N A. H ,•,.2:1 1 - 2L -� e � I zl oia-1 lacwa)'Ir+xysl-i..�a� o'-21y'x c'-los' o PiwEt- 1 I '� � • W-to�oPsr'q, 4 WINGC1�16 To PSG ANC�fi�iE'7`l 4- ,,•1, �a'- -Z-9' E:m. 12GZ. 1 1,--�1 �,.. L CQ u�w orctc U N.t� brcK V- _ m 1 O 1 E4. S FA.4 " MASTER BEDROOM" E OOM_ - a —�?- E FAMILY o P. Ile 67'I� � S O I aHtt.,itc. ---� �-�� ti ' 'Q Z - 2' a✓1-uB 9�t� 91-u� HI-v' IZ� STERB N N d l r P _ DR-RM 2"x� MUD ROOM' I I� _ I i � - J �� _Q '_I 9'w..LL 9'w.•,�.- I. e vo LIF1. 18tcrl I - r' r r - i �I 111� --�-_ �. BEDROOM#3 s s-�` 'HEDROOM#2 r , � ✓ � c'_i� � t ___ ; ''T,, 2� N _I - - 1 e 1 e 1 I 1 t. , � c-rts.cw 0 p 3§�� o��a a3-o G+-2 /� 21Cca� I a o 0 -pLro�,Fr.TcH�- N S /?'" I• �� _-LJ N g ._ $`T i s LI Y 8 0 III 1 -e�rd �w :r - KITCHEN - !1° J I B„�_- F�; � •I �,R J e$s �o�"e x��§� r t DINING BEDROOM#1 BST N W < _.. f wLu s 0 P �, dNO� w '2sl_o� it' of 11' o' 3' of O Lu u V PORCH 1 � y z � 0_2 5-to U-o e-o a-o G-o _ 141_0 141-oe C H 1 - O N z Pr mx(o xur Lv O Lu UO 1 tx Ww•r 4 F V 0 Lu a 0 - - jotrno.: ozzl I date S FIRST FLOOR PLAN i d a —" ,/�,=I,_011 i SECOND FLOOR PLAN 1'-O" I " A-2 "copyright 2000 _ of 4 7 i'' U to 1nLLIto — to to 6� co C -AP�4-IITSc1LlK^�L . 00 to LI 12 O x . - j-7 I _..1 x HJAHb cs.Silv4 � tZ I i V J _ it dG = L I �I 111_pY ALur-1.caur'rER oN I , - I 4A L � U - U-0 rM LLIJ '— Din EM Z..G/�P W/WO BPS O O J I i t, Ell j O i 1 ;I I I I I'I 1 I• U �� I I SOUTHEAST ELEVATION NORTHEAST ELEVATION 1/4"=11_O" 1/4"=1'1_0" =H s3`ts 1 8 43 r- y c e e' -- - ` �� I �s IrFmI II � tsWSt�G. f cbF STKUcTLIRE ' tZ S _... I To FM.TcH NF.1.1�".ICr t2 i C Ill V vtA;x�xlsra -I.. 4 �'Z izs N o�c . .. ? - W t a,Awl-•1.�urr�ra. � - - W ! 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X. :.SIN." fY:V'(` '7Y•1 .Pry• ! - _ 1' l I six ate' v'i-,=imo„•._ .�� I N aOZ .� I Iz�b F:C.I,-If�1..__ ': `��t`�•c.Ilz � �IO.c P1v'ao. 6p.-yoNo� ,o = { ,i \' I (Q 1 I 2 ` I -----I /;•• . `r '` �1 _ "'� , c)axes '� � � Ain I I I:j-' d'�-fei •afs+l.K!s _ - C��,o'er i,eu"u a ziy$ c 1JIocCq .e� s- t� �de�o �� �/. 1 1-1 U A T -wsr r_o✓n�ro I I ,=oar W ; 'c,-r,-.ca.r=o i _ 0) N N I I Ya"f(f N� b [ "))" ' tivovt' "J,•11SL'Intt!!Ci, C( I i'o7 r'r•zx s'e — LVd'1, U ___ .- I �,�cIST•�.RcoP-lv_REA'V�N I _ � IXPS','d'.91LL - - 1 � -� —__- .--__ ___ _ _....-_. i I exrsT'a.cSfc-T cTr _ � ul;���7i �'ll oz � I na c�/cHu A� ' Ca�l�xg4l,tic � O I vw_a_ -TALLY C'A.DlQ 1. =1d oV..�r�.xne_ P e,.c.a1 LL - V Sw. -.0 -f,�t- - c 6 0 oox Z �,y es —_--^tz�.W..Y I 1 t¢zT"cz I w - , - o - SECTION SECTION 2 I ' 1 '_ ' '_ i i i � � i 1 � -_��i•h�INct�.t9 t � '� �'L 3.�S - —� I _ —_ 1 .� I ,_..'P.LLfr-•L c>Rw c�1Y E. _ 9.rJ'✓ �_"-'✓i __ .1 2 D c�.�3�y�:=F a A, j( v�ruT. • tz J<E 1 _ 1 I• —.1x F-P+ cN tx a a - I I IL I • ------------- ril !I I I I I -�7a� (ldxlo'.t '�✓'Y m 0 -=ix<-�rriT by a'..�NT v, wl F. (J C _--•f,ptco Ix 0 Pi�FSE�,x� ='�i.; N fx r UJI ui Fr RxsT'^Y tx WP_.P.'- __ _ I I - -J i d t' vf A4, Sr Z Z a H W g aa4sc cvsB.�o•/E Ixa 1 j p 0 Z ... LU I: _ I I 1 =job no:: oZ21 ,ROOF FRAMING PLAN acaie , �N-T13C, V-0 I 1 ' I rev. (DETAIL ;DETAIL DETAIL n s 1 1/2"=i'-0" 11 1/2"=11_01. 1 1/2"=1'-0' A-4 of 4 ' copyright 2000 a • -. .. .. - ' .SMOKE DETE V6• DTARS REVIEWED �q BARNSTABLE BUILDING DEPT. DATE o '•� " EXI5TIN6 5-DIA S � . 11RE ON 20'PIA . •"., u., - ' BI6FOOT'FOOtING - „ • ': w .�. +•. - 60 u ' FIRE DEPARTMENT DATE.:. 4'-,• 3 Ip" G-3 S-9 BOTH SIGNATURES ARE REQUIRED FOR PERMITTING• EQU EQUAL � - II-B I/2' �2'-13/4' j - IX4 IFE PECKING _ ,..ON P.T.FRAME a - - _^ 1.IFTE DELMENG- (I03/4'TREAD) .qa_._ _ _____ _ ____ _�. - r - :il l� r Y--F— .V _ • (10 3%4'TREAD) 9-0 MIN WIDM i DECK ABOVE' , x ` 3-O MIN WID'N—• - a . T' FROM FASCIA ABOV : c - n - _FROM FASCIA TO - - TO RAILING - � ': " - RAILING CARBON MONOXIDE ALARMS 4.P.T.POST -- - -r- --i. IXxswRAP(FIN.DIM. W/ MUST BE INSTALLED PER • B•LONL.lI1BE O' " ^ 13R DT12'._ F EDGE OF FASCIA " MASSACHUSETTS BUILDING CODEADOIZ ` , oCDEXISTING B FOJNO WALLS x• - AT CEILING s - .: - - - 2-G X 44 l/B (ELOLKIN6 AS t i a 4 - A4 REOJIREp1 _ a g.. - J Au6o00RIAT R " - W 2430 a T L B - -: "• EXISTING DOOR TO REMAI � � � a x. .'- - 2-b I B%.4 TV= - - .0 TA 442. y A4 (REFER t0 ELEVATIONS FOR .. 2-b X 44l --------- -------- _ APPLIED 61LLE PATTERNS z 1 - _ irm v � - �...•�r.s.�+:L AND DECORATIVE MOLiDING51 ._�-�_.e".. .4..-. � -,-.ia' '� LIVING .. - e �✓ ' i iu : k , g EX15TING WINDOIw TO REMAIN - - .x. B'-0'. I'-B V2" LL gi ' - {. O�Z*w m (REFER TO ELEVATIONS FOR - AF'LIEP 6ILLE PATTERNS AND DECORATIVE MQULDIN65) _.. ' _ _ _ _ �I � GARAGE , , — � _ '4v -- --e --- k _ c -: I : : - « - y - - - -. EXISPN6 3X4 WALL w TO REMAIN-REFER TO FRAMING '✓ •- - --. _ - - kX - . PLANS LOCATIONS NEW POSTING AND a. _ © .. HEADER LOCATIONS � - - - - 4-O• REMOVE EXI5PN6 6ARA6E '31 CENTER OF RIDGE ' Q 5�TT�NG _ Y Ap p REPAND X12 LACE WITN IffDERS s _ ii'.— —. TW 2432_, SLOPEI OF N6 LLb.i/ CENTER OF RIDGE EETWEEN . �.� ABaVE _ EXISTING WINDOWS BELOW ' - TW 2442 -b 18 B ox4O ---------------- BEDROOM- _ w I ' _ _ __ p - ------ ---- ' a ' - - ' m3movm I I 6ENERAL RAN NOTES is « -ALL EXT.W LS TO BE 2X45 D Ib' * m m n C hNLE55 NOTED OTHE - - - n__ - ..o RWISFd , r _ - • l .. dam? - _ _ - ____ __ _____ t - OL.(UNLESS NOTED OTIERWISE)ALL INT.�5 TO BE 2X45 0 B 4 A ry u3 '' • -WINDOYS/E%TERIDR FRENCH DOOR - (� ^ .qq � A _ ` _ • ! '5-0" 5-b" TO BE ANDERSEN'TILT Y t '. 400 SERIES(REFER TO 5 C) /�� LL}+ - vK... Y A4 Qd payp _ g� - - F - r. A4 -.... ELEVATIONS FOR 61LLE PATTERNS ", -0• -REFER TO ELEVATIONS F6 AINDOIN C ('f'� (J 0 D 6RIL E PATTERNS LOOR ry qu EQUAL - fd ,. a y _ P EQUAL rvK rvtt •., ^ a RO. AN c u a_ F I R S T FLOOR FL AN 0 cu L. it 5EGOND FLOOR PLAN 5E180.FT. �� U� co a1Y SCALE. I/4" v l•-O" i5 �L�nn V 4 SCALE: I/4' . I.:_O:. ro ALI _B job no. oleo date OI MAY 2001 scale A9 raD - _ d TEO ,. dram • 1.7 rev. R O.O F o r P L AN 6 5 _ ® ISSUED FOR CONSTRUCTION 3ni: i of a' V �c V $ u E r � � N v � w ' Exlsnrw $' o E B CIA.GONG. - 8'-0' 12'ID- 1'-0'v. 0 -' . . - 0G FOOT FOOTING .EGAIAL. EWAL W-B 1/2• �2'-I 3m. __. .. 4--2" 3'-10" IX41PE DEGKINS e 1 - ON P.T.FRAME - '' %4 IFE DECKINGON - (103/4'TREAD) �'----_____ ________ _i_ — _ RA (103/9'FTRE my C ME _ � 3-0 MIN.MDTX PECK ABOVE �3-0 MIN.WIDTN \x FROM FASCIA ABODE - TO RAILING - - FROM FASCIA TO U �T 4X4 P.T POST W. RAILING I. " IX WRAP(FIN DIM. i o DECK EDGE OF FASCIA ABOVE i y u EXISTING B' WALLS v ------ 26 v0 x aa4O9 B A%FL.GYP.BD.AT GEILIN6 _ ALIGN WITH EXIST. V J (J/id{ RE.'D15(BLCLKI/L AS - /T A4 DOOR BELO L 2-b 1 8 X 3-4 T" .. 4 (REFER TO ELEVEXIST NS DOOR ATIONS REMFOR ..• a J r - I >iii m A ED GRILLE PATTERNS AND DECORATIVE MowD1NGs) ' _ - LAUNDRY 1'LIVING EXISTING WINODYC TO REMAIN - 'i•. - B'-0• f r.a v2 LL' _■ (REFER TO ILI-E PATTERNS O FOR APPL APPLIED GRILLE AND DECORATIVE MMDIN65) t i� Ila GARAGE L - m----- --- _ --- --- -- - - - - ' - --- -- '' _-' -- -- ---- PANTar i_ ' C . EXISTING 2X4 WALL FRAMING ` % LD-- 1-• ry �. ~ TO REMAIN-REFER TO FRPMINb - PLANS FOR REW P05TING AND _(• _ 4-0• a HEADER LOCATIONS t� Jf REMOVE EXISTING 6PRA6E '� DENIER OF RIDGE m 432 _ o 4 51 TTI N6 2.61 rn ai42 ANDR�E WITH NE�WERS - �— 2- 1 B X 3-4 T b B I••I, EDGE OF FLAT/ CENTER OF RIDGE BETWEEN - - - SLOPING CLG. EXISTING WINDOWS BELOW i m 2442 --- 1 ' L - -0xd-0 BEDROOM w m m,m'�'�=`a--E o= (212-0%b-B 'aUd`O.0 Nmo"om om .. _r O GENERAL PLAN NOTES.. O.G NNLE55 NOTED OMEfWISE)A ALL Ib .va r o -n- ,ry - x STOGE 'LLS DC.LL 1MILE55 NOT OTIERY4SE1NT.MALLS TO BE 2X4!5 a 6 - _ n aY <n N , .. + _ -FgNDOWSiEMERIOR FRENCH DOOR z Q B'-b' ry S'-6• TO BE'ANDERSEN'TILTWASH A4 QQ ... Aa 'a X EtEVAiIR011�Xi(FROER GRILLE PATTERNS O CL L - 3 REFER TO ELEVATIONS FOR MNDOW - i RO.HEIGHTS ABOVE W13FLWR P a y - EOUAL - EQUAL - A 'L AND GRILLE TTERN5 •0 Pm g >m$ffi L aC� ccu v C O N S E C O N D FLOOR PLAN �� v" rn FIRST FLOOR PLAN s3i5o.Fr. ,^ O c 5 G A L E 1/4" . '-O GALE. 1/4' a 1 -O" Y I U - m '^ AIJ6R RiwE � � WT I_ �• 1 •1, :-------------------------------- 'Call'' job nD. o date of MAY 20o f As Narev ------------...................._.....-_........... 1 drawn KMw . Ki re �� rev. rev. � ROOF PLAN A�� �� A- -00 ISSUED FOR CONSTRUCTION snt: I of 4 L ' V C u V IXBAX5 RAKE + (REFER TO DETAIL/A-a) 12 ` r E 1X3/IX5 FASCIA . ' / • CUSTOM RAILINGS. \ / - SALVSTER5.AND P05T5 .. CARRIAGE STYLE ON. _ (ON IX BLOCKING) IX3AXB RAKE ON DOORS BY CLOPAY - - 1�`2 - IX BLOCKING -� - / - U =1!$S L o FLy_R. I - 8015 BED M 2X GAP Wu o SECOND FLOOR _ .. R SEOOND FLOOR MC.SHINGLES -I,MATCH EXI$iING1 rHC.5NIN5LE5 P.T.PYT4 ED POST �I e (TO MATCH EXISTING) '•0❑ (5 X 5 FIN,DIM! M 7 _ IXS/I%G LORNERBOARpf IX51"CORNERSOAR05 (TO MATCH EXISTING) (TO MATCH EXISTING) Y a O u N Lt S ABOVE BASE ABOVE I iYtAP cn. V 65_ TIPIGAL ELEVATION NOTES TOPS AL _ CIS . RLVFIN6r ARCHITECTURAL ASPHALT r 5HINGLES H/LONTIN.g/-RIDGE EX15TIM HINDOY(AT r r VENT.(TO MATCH EXIST.HOUSE) RIGHT ELEVATION OF- FIRST FLOOR IC r 4 i 8'DIA CONCRETE - ---- --, 51DIN6: WC.5HINGLE5(TO MATCH EXIST.RSI REMAIN(PaOVIDE _ •LEE DAI DECORATIVE MOULDING. .� ________ _ ______ _____ _ ______ ___ _ __ _ _ __� J_ GAP AND GRILLES AS - ' ___ ____ ____ _________ _ _ LASING: LAP AND 0E0 HORDING .. SHOWN) / ` ._____ ____ ____ --_ ____ IMHON I%HEAD CASINGA XS JAMS- - - - , CASING FI/EXI 5 LL - ExI5TING DOOR TO (TO MATCH EXIST.HOUSE) - REMAIN(PROVIDE Y MAIN RAKES: � DING IXB/IY9 RAKE B uLrav ATI R 1 G H T E L E V A T 1 0 N W FRONT ELEVATION .BOAS BED M ON IX SUB-RAKE(TO MATCH LH E EXIST.HOUSE) SCALE: 1/4" 1'-0' - SCALE, I/4' RET.RN5 Mp)E E IXD H/AF GA(WI LT'O�T) - d W ALUMINUM DRIP EDGE AND GUTTER; - . - - OING ON IX FRIE(T ZE OIB BED MOLL - - - - (TO MATCH EXISTING ` MAIN EAVE RYPJ: II FgSLIA W/AWMINIM DRIP - - - EDGE AND GJ ;IX SOFFIT XI/V - HIDE CONT.PERF.VENT(BY:CDR- - - - - - A-VENT).48015 BED MOULDING . ON Ix FRIEZE(TO MATCH EXIST.40U50 - e r A �EAVE AT FRONT Ix3AxB FASCIA:1%SOFFIT-I' � • B - — - —•u E— A4 SHED DORMEa, WIDE Cg NT.PERF.VENT(BY:GDR- m- - - - __ i m=3mt3 p� A-VENT).II OO BED ME4LDING ON A4 _ Ix FRIEZE - m _m EAVE AT HEAR IXB FASC IX 50FFIT W/I'WIDE - —t =`^'_ E u 4-5-- IA, a`�J. 12 SHED DORMER: CONT.PERF.VE (BYr GDR-A-VENT) _ IX3/IXB EUILTgVT RAKE —u — _E m IX3/IXB RAKE ON _ (REFER TO DETAIL I/A-4) m M�'o a oc w� m u u NO MOJLDING OF 5JB-RAKE IX BLOCKIN6 12 B 2" REFER TO—11 REFER To DETA L 215 B•/-� i m <a m Ltl�R14E si SHED IX3AX8 ON Ix BL G OCKIN R=v^c a. CUSTOMR IS / Rs. OAG, v^—BAMTEAND BALU5TER5.AND P05TS ^ _ . IX3/IXB RAKE ON X BLOCKING I%B/IXB RAKE ON 12 8 RAK rz ON IXE L .V I%BLCCKINb - ON IX BIOCKIN'G 2 O 12 9 N}f •6016 BED W 2X LAP 4� O A�` LL}r N - 48015 BED FV 2X LAP _ CY L1 e'.8-ELR w0 MATLNEXISTINGI �j_yA FLR. \ C A�r� V O ++ q SECOND FLOOR C7 p SECOND FLOOR I— O `wvf G�L RNATT EAVE \ /1 `N Ay z ABOVE 5T F.T. ED w/P/IX_ P.T.4 X 4 P05T N (n w - 1'i x 5 FIN.DIM) IXS/I%G CORNERBOARDS Eix 9PF N.DIMJS - WL.SHINGLES ¢ (n w (� (TO MATCH EXI5TIN6) _ (TO MATCH EXISTING) x Y S -AEO E BASE IXB WRAP =�E%B WRAP - i O MATLCH E%s5TION6S) O W O lrCLu0 w i�nn u TOE,SLR _TCp_LA� ¢ W T : 5'DIA.CONCRETE i Q i �� E1I5TING WI.AT TUBE ON 10'DIA. -v i i 8'DIA.CONCRETE LEFT ELEVATION OF '816FOOT'FOOTING ' TUBE ON 20 DIA. FIRST IFLOOR TO job no. '_.___ ___________________________� '_.________ ____, -------- �16FOOT'FOOTING ,. r•` ____________ ___________________________________________________________________________ RE"N(PROVIDE 011O . �• 1 ' 1 1 LADELPOR�ATIVE HOES INS, date _______________________1______._______ ________—_____ I______ ------------ .-. ; .__ _________________ ____________________________________________________________________________ OI MAY 2001 Sid�E AS NOTED dravm KMw ' REAR EL EVATI O N LEFT ELEVATI ON rev. SCALE. 1/4' a 1'-0" - - SCALE, I/a" I'-O' L a A- 2 8 • t ISSUED FOR CONSTRUCTION sbt: 2 of 4 g E E T 0 u o � a cu "u w 5 Wr _______________, M A 03 03 - - - i5 1'-1 3/A' t0 e (912x4 - : (2)13/4'x I1/4"LVL F• POST° - _ ___ ___ ___ ___ __ 4 4 • - -. LL6.JOISTS " P)2x4 (111 3/' I/'LVL 2xB RAFTERS - - O0 1� O Ib" :Ir 2x8RAFTERS - - � ,• i. - B � A4 ; A4 J 2%5 RAFTERS - A4 - - e 16'oz. IL I` 2"RAFTERS .1 .SEARING NALL W To 2xlo RAFTERS - - - 31/2.PIA.STEEL PIPE I� ml $ u yr - COI..M1'ffJ.OED RATE 'X AMILEVER SEAM AS - a - LONNLETIONIN FIELD) - NEEDEP TO MEET PAS V - �y LOAD O WIDx26 5TEEL RIDGE SEAM W/ �I. 3 1/2'DIA STEEL PIPE 2x8 CL6..tlI5T5 _ 2%NAILER BOLTED TD TOP FLANGE; -- W14 43 T):E BM. LOL(/�LDED RAZE } e Ib'04. -2X4 _ " gEpry ptµRFARE WARo �6P8L WORMIER W 7IrC LONI�LEiIPRCYI ON IN FIELP) _ _ - - ry F 2 ON O o O POST 4 < _� Si HDR g POST �V 9i - f31 X4 O L 11 (4p)52%4p � Ig - ry O _ I a i0 HORN R2X , b 5{IIIP_�L h i.'IDLE W 14 LVL q - -I` 'am x4 4'L 4 (3)2x5' nP05T %ISTIN6 IEADER 'TO REMAIN � V � cI H 2x4 (2)1 3/4' II 1/6' VL XPR. (2)1 3/4"%II I/b'LVL NPR." 3 2x ------ -- ---- ---- ---- -- ------ --------'------' -- -' POST R1 3)1%a (FLDSN T FlOOR7 P05T • L w�L_g's°' e E o P05i - ..�_-- acoapc S'-I 3/4g. . 11'-4 3/4• ca 15,72 SECOND FLOOR FRAM NG PLAN OEIL ING F-RAMI NG PLAN ROOF FRAMING PLAN °" m SCALE: 1/4' - 1'-0" .SCALE: I/4" a I'-O" . - - - SCALE: I/4' I—O' NOTES NOTES NOTES` 0 X N - SECOND FLOOR JOISTS -_INTERIOR LOAD BEARING WALL c u TO BE 6015E CASCADE - ALL POSTS @ ENDS OF BEAMS TO BE o Q)L rn II 1/5"AJS-20'5 @ Ib"O.G. x - POINT LOAD(FROM ABOVE) (2) 2X4'5,UNLESS NOTED Z u c W/3/4" RIM JOIST,UNLESS }?� NOTED ! - ALL WINDOW HEADERS TO BE (2) 2X&'S ¢ N L 10 ut 3 W/ 1/2" PLYWOOD,UNLESS NOTED 1Z5 Y 2: - ENGINEERED FLOOR J0I5T5 LA u TO BE INSTALLED PER - PROVIDE 2X10 LEDGER BOARD o L- STRUCTURAL DE516N CRITERIA 0- u MANUFACTURER'S GUIDELINES @ OVERLAY FRAMING FOR RAFTER = O . AND SPECIFICATIONS BEARING/SUPPORT Ln V - FIRST FLOOR 40 PSF LL - ALL RAFTERS TO BE 2XI0 x - POINT LOAD(FROM ABOVE; 15 PSF DL I 5.P.F. NO. 2 OR BETTER AT PROVIDE BLOCKING - SECOND FLOOR 30 P5F 16" O.G. TYPIGAL SPACING AS NEEDED) job no. : ono 10 PSF - ATTIG/STO. 20 P5F - INTERIOR LOAD BEARING WALL date 01 NV Y 100� 10 P5F scale ,rEc, - ROOF 30 P5F drawn N nw 15 P5F rev. - EXT. WALLS -15 PLF DL rev. f - INT.WALL5 50 PLF J1?L - DECKS/PORCHES 60 P5F 0 10 PSF A— 3 h 1 ISSUED FOR CONSTRUCTION 6m: 5 of 4 e"a N V O id N - ♦ '� ARCHITECTURAL ASPHALT ROOF FELT ON /5' ARCHITECTURAL ASPHALT - IS LB.FELT ON B/8"cD% ARLHITELTURAL ASPHALT—\. ARLHITELNRAL A5PKAI-T L ROOF SHINGLES /8 11 PLYWD.SHEATHING ROOF SHINGLES ON ROOF 5HIN6LE5 ON V 13 YIN PELT ON 5/8'LD% 2VO RAFTERS O IG'OL. IS L8 FELT ON 5/B'LDx 13 15 LB.FELT ON 5/8- PLYWD.F ERS.6 PLYND 5HEATHIN6 2%10 RAFTERS O ID'OL. 1] 1xe RAFTERS O 16'O,L. PLYND.SHEATHING 2xa RAFTERS O 16'OL. AL"DRIP EDGE 2 C 4 •r r. N' _ 00.1P EDGE AL—.DRIP EDGE ALl.1.41. � - ALW W.GUTTER ALIR41.DRIP EDGE . l �ON IxB FASCIA AL,MN.Q F6VilEA I - ALNRI.6UTTER {� ON I-FASCIA I%SOFFIT W/GONT,FERF.VENT 4 I%3WX8 FASCIA rNN WI (2)1 3/4'X II 1/0'LVL - -- OE BY'COR(�A VENT' IX SOFFIT W/LONT. r - O E - (FL115N AT FLOOR ABOVE PLRF.VENT(BLACK)I' - y - t •� GARAGE DOORS) Q - WIDE BY'GOR-A-VEND—\A - OT _ ______ ___ ALIGN W/FASCIA F -- IX SOFFIT N CONT. r a -- AT 5.12 ROOF p - PERF.VENT(BLACK)I' - - --- Ix SOFFIT W/CONT. §N p OT WIDE BY'-R-A-VENT' rl .801E BED MOULDING ALIGN W/FASCIA. - F PERF.VENT(BLACK)I' '• O O - O . r n GON IX ASIN&RIEZBMEAD n AT 3:12 PTO4-ROOF - 9 .. C . WIDE 81'COR-A-VENT" @ _ YS -BOO BED MOULDING ON IX BRABBETTED - Q b' W.G.SHINGLES -ON IZ AWARD D _ ON IX RABBETTED- •� FRIEZE BOARD g 4801E BED MOLI DING - { FRIEZE BOARD < QQ V]5%b OY LSD We SHINGLES - O FRIIEZEE BOAROMEAD - F - C y9y K �i0 H4TGH E%ISTJ �V]' IASINS CIO PLYYIDOp < < W L.SHINGLES F-1{ r¢ a (TO MATCH-5iJ b••• S f 5 9/Y a F j%45 O 16 OLD.D - t Z D L WL SHINGLE5 O MATCH EXIST) AS NEEDED TO ALIGN "ADJ/ST RATE HE16HT o @@ X LDx PLYWOOD ' fd T a{ 2x45OIH 01. xl5 L GUTTER AND I"FASCIA A$NEEDED i0 ALIGN (i0 HATCH Ex15T) (✓) AT INTERSECTION OF CURER AND I%B FASCIA O� O 8:12 AND 3.12 PITCHES AT INTERSECTION OF • ^ / - 8:11 AND 3:12 PITCHES - ,I � OEAVE DETAIL G G ARAE O EAVE DETAIL LAUNDRY V O EAE DETAIL ® LIVING EAVE DETAIL 9) BEDROOM SCALE.1 1/2"•I•-O' -SOALE:1 II-.V,D' SCALE:11/2'. -0' O SOALE:I I/2'.I'-0' •• y J. RIDGE VENT CAP - RIDGE VENT CAP [ _ - OVER LVL RIDGE OVER LVL RIDGE 1( ' 2%6 RAFTERS AT - BOARD - BOARD - 16'OL. - - (1)1 3/4"X 4'LVL RIDGE(NON-5TRUOTJ .. (21 3/4"X 9 I/4'HEADER ' ON WIOX26 STEEL BEAM WV 2x NAILER t (2)1 3/4'x 14'LVL STRUC - W)(1)1 3/4'X BOLTED TO TOP FLANGE OF - - RIDGE(CONNECT TO NON LVL STRUCNRAL STEEL BEAM;(d)2X4 POST DOWN - 5T T.14•LL L/ ED RID&: RAFTER(BEYOND) O LVL HEADER 8'-0'./- -BEAM VV HANGERS) II'-1/d'•/- ARCHI—.1XE L ASPHALT Gp, ARLNITHINGLEI.ASPHALT - ROOF Cox PL E5 fT.MEJE- RIDGE TO BE CENTERED ELEVATI ROOF SHINGLES RM.EJ - 1/8'LDX PLYWOOD a EAST.WINDOV6 AT RI6M ELEVATION 5/8'CDX 6'O LVD } ---- -1XI05 0 16'OL. 1XI05 b lb'OL. „=_a 12 8./- ohm- m_tic°m' TOP OF DEL. - ' \ TOP OF DEL. TOP POL.� /' 2!1 3/a• oUiY4w - Fad - e2mdem RATE O BEDROOM PLATE O LAUNDRY - 1 I/2'GYP BOARD .. �c< Ill'GYP.BOARD _ ON IX3 STRAPPING _ - / ON 1X3 STRAPPING / / 2X6'S O IV OL. \ 2%B5 O 16'OL. ® WC.SHINGLES IT.ME) + \ R-30 Fb.INS(L. m m_ 2'-II' R-30 F.&.IIY}1L. I/1"LDX PLYWOOD - Iz 4 EDftt'1. m aA06EARIN6 m P LIVING - L UNDF.Y 2x45 O Ib O.c. m m Up'tO,RAFTER R-15 Fb.INSA. m u) _ F) 3/4-%II r/8'LVL 11D m `-.:. LAUNDRY > 1'0' (( - - - -p (LUSH/BELOry WALL? - a (2)1 3 4'X t I/4 LVL 3/4'i1G PLYWOOD I-O' �/ 3/4"TIG PLYWOOD we HEAD W/(3)2X4 II 1/8•Ab FLOOR ' 11 T/B'AJS-20 FLOOR' .6018 BED MOULDING ,v POST WN JO15T5 O 16'OL t•/- JOISTS 16'O.G. BLCGKifK 1A�5 NEED IDE y 0 - $UB FLR. R-30 F6.INF�LLATION yJB FLR. 5JB FLR. R-30 Fb.INSI,LATION FIRST FLOOR W/3/4'LONT.LVL RIMIS, VV 3/4'COW.LVL RIM O FIRST FLOOR O FIRST FLOOR - 1X3/I%B RAKE . TOP OF DEL. TOP OF-PLATE-.GAR `\ PLATE D&ARA&E LEAD COATED COPPER (EXI5TIN6) (11 13/N•X II T/b'FLUSH 5/8'F C.GYP.BOARD (EXISTING) 1` FLASHING RI PLYMOD (JOIST HANGERS AS REOJIRED) O CEILING I NOUSE WALL Ill - { SHELF(OR Sln) i-+ v REMOVE EXISTIN66ARAbE (10 -d DOORS AND 2XI2 HEADERS FL.GYP.BOARD ALMW.DRIP EDGE AND REPLACE WITH NEW N043 STEEL BEAM IV 2% O CEILING r HOUSE WALL - NAILER eOLTEP TO Q GARAGE ® ODE BLOGKIN6rA5/b' q PLFLA V E 8 aKEN6 B' _ "------------ ALLMN..GUTTER _Q V) (d N FLANGE OF STEEL BEAM; NAILER BOLTED TO TOP F L.GYP.BOARD A5 NEEDED S C EXISTING 2%4 WALL FRAMIN6� - A• v` O TO REMAIN-REFER TO FRAMING FL.GYP.BOARD AS NEEDED W PLANS FOR NEW P05TIN&AND I/2'STEEL PIPE COLUMN }F +•+ +. HEADER LOCATIONS 9 GARAGE I%b FASCIA (WELDED PLATE CONNECTION C �'� <J IN FIELOI 3 I/2'STEEL PIPE COLUMN - //'•�� "15T 1780 GARAGE (NEEDED PLATE CONNECTION - LL U 10Pp�EOOTIN6 SLAB TO REMAIN TOF OF FOOTING IN FIELD) •8018 BED MOI!DING ON O N - 15iIWi) XISTIII&) Ix RABBETTED FRIEZE �Lnn U EXISTING 8'FOUND. - EXI5TIN6 2X4 WALL FRAMING Q VA WALLS TO REMAIN-REFER TO FRAMING I rvL.5HINSLE5 " PLANS FOR NEW POSTING AND I I"CDx PLYWOOD y2• T" NEAOER LOOAPONS 2X45 O 16'O.L. EXISTIII6 GARAGE b'•/- SLAB TO REMAIN EXISTINI6 8-FOUND. _ job n0. 011O WALS TYPICAL EAVE/RAKE RETURN DETAIL YV/ GUTTER O. date.SCALE:1 1/2'.1'-0' OI MAY 2001 .. scale A5 NOTED 5E0TI0N 5E0T1 ON j.� drawn KMW V SCALE: I/4' I'-O" SL AL E 1/4' I'-O' - rev. rev. f 0 A_4 N ISSUED FOR CONSTRUCTION 5nc: 4 of 4 Design Schedule ELEVATION Leaching Area Requirements11oepulu �'� '�tf J '1� '""* '. 1t :a-f ^�'!• fir,■. FINISH FLOOR ELEVATION 103.7 4 BEDROOMS AT 110 GPD/BEDROOM = 440 GPD FINISHED BASEMENT FLOOR _ : - t, �l Y ,• r,.,,-, i .,* FINISHED GARAGE FLOOR ADDITIONAL 50% FOR GARBAGE DISPOSAL NA__GPD �' ''�' SEWER INVERT AT FOUNDATION 99.1 �*w _ PERC RATE _ _2_ MIN. / INCH (CLASS SEWER INVERT INTO SEPTIC TANK 98.9 SEWER INVERT OUT OF SEPTIC TANK 98.6 &1 LIAR = 0.74 GPD/S.F. SEWER INVERT INTO DISTRIBUTION BOX 98.4 lu SEWER INVERT OUT OF DISTRIBUTION BOX 98.2 MIN. LEACHING AREA OF S.A.S. LOT AREA SEWER INVERT INTO LEACHING SYSTEM 98.5 ;p: 3 �+ .. �hD� yob` 28,307+/— SQ. FT. BOTTOM OF LEACHING TRENCH 96.5 440 GPD/ 0,74 GPD/S.F.= 596 S.F. MIN. ;-.,-� t , r � I'+ 0.65+ — ACRES WATER TABLE; NONE OBSERVED AT 89.7 ' �� ,;• .�; «_' PROPOSED SYSTEM SIDEWALL (35'+12') 2' x 2' = 188 S.F. •� � '� '` � _ BOTTOM 35' x 12' = 420 S.F. M ♦ r 608 S.F. ,4": LOCUS MAP SCALE: 1 " = 2000' f k CONSTRUCTION NOTES: 1. LOCATION AND INVERT OF EXISTING SOIL PIPE IS APPROXIMATE. FIELD ADJUST LOCATION AND ELEWI TION OF SYSTEM TO ZONING DISTRICT: RPOD, RF, AP 31f4 ACCOMMODATE EXISTING PLUMBING. i ,�� O.r 2. CONSTRUCTION OF THIS SYSTEM MAY REQUIRE MODIFICATION BUILDING SETBACK REQUIREMENTS FRONT= 30' SIDE= 15' REAR= 15' OF EXISTING PLUMBING n . 3. EXISTING CESSPOOLS TO BE PUMPED AND REMOVED. LOCUS PROPERTY IS COMPRISED OF: �jr '" 3u `as•� 4. EXISTING WELL TO BE ABANDONED AND CONNECTION MADE ASSESSOR'S MAP: 19 PARCEL: 35 > f TO TOWN WATER. PLAN BOOK: 94 PAGE: 47 COMMUNITY PANEL NUMBER 250001 0021 D F.I.R.M. MAP ZONE C p`crC'� N t 30' 9���� ���,��2c 10 �O r L '*': "..WASHED STONE o F '0 s ��� p be 4 GENERAL NOTES .. •, O j`G 05 1P 2`F V` �, .k. . r• i o � LOCATION OF EXISTING SEPTIC SYSTEM BASED ON INSPECTION ripREPORT. 35 ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE o`�% %o e c'o_ `v� S PLAN O F LEACH C H AM3 E RS WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE. \/' 00 N.i.S. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY GjGj1 BENCHMARK THE DESIGNING ENGINEER. CB END. S ��FO EL.-100.0 WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFIRING, �U 99 TP G r: �' 12' NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT FOR - INSPECTION. • �- FINISHED GRADE " " \ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ COMPACTED FILL 36 MAX.- 9 MIN. /\�/ �/ ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC, SCH. FOB EXISTING /\/ ',PROPOSED . L ` p� � �� CESSPOOLS � " � \ \ \ \ \ \ �\��\�\\���i\\�����\r\ 40. "ATER £ �J� (TO BE REMOVED) ap/ 2- ,a PEA STONE ERVICE" 4. =' J EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL P O � 3 5" a 3/4' TO 1 1/2 ' SURROUNDING THE LEACHING FIELD FOR A DISTANCE _..LJ,_ ��- . DOUBLE 4.. ° WASHED STONE OF 5', PER 310 CMR 15.255. PRIMARY BENCHMARK ASSUMED OV5 ` G SECTION PROJECT BENCHMARK : SEE PLAN 96 - e��M�N EZE S �� LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND N.T.S. SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY o �` PLASTIC LEACHING CHAMBER DETAIL COMPANY PRIOR TO ANY CONSTRUCTION. R_31 4 6 a Ci 0, / IN OF MAss9 �� �y . .. / NOTE: CONCRETE LEACHING CHAMBERS MAY BE SUBSTITUTED O TEPHEN G ' FOR PLASTIC CHAMBERS UPON APPROVAL BY DESIGNING m' ENGINEER. o.30216 165 Crockees Neck Road A�oc9FG,sTE SS�ONAL I CERTIFY THAT THE PROPOSED CONSTRUCTION Cotuit Massachusetts COMPLIES WITH THE TOWN OF BARNSTABLE SIDELINE �fc�s2 WITDHINETBAC REQUIREMOOD ENTS AND IS NOT LOCATED a PREPARED FOR 354 6 ° R- DATE: 'I- 1�- �- � R.L.S. Gary J. Peters 44- 8`-0 2 OFFSETS SHOUL NOT E USED TO DETERMINE LOT LINES. TITLE Septic System Design SOIL LOGS DATE:8/8/02 P-10,287 Q FINISH FINISHED GRADE 102.0'1 FLOOR EL. = 103.7' TYPICAL SYSTEM PROFILE ENGH4M: BOARD OF HEALTH AGENT: BAXTER, NYE & HOLMGREN, INC. 01iSIEVE WHSON,P.E DAVE STANTON CD NOT TO SCALE Registered Professional TEST PIT Engineers and Land Surveyors G.S.E. = 100.7t m FINISHED GRADE OVER TANK = 101.7'1 812 Main Street, Osterville, MA 02655 �i FINISHED GRADE OVER D. BOX = 101.511 FINISHED GRADE OVER LEACHING SYSTEM = 101.5'1 0 Q s•MIN. Ap SANDY LOAM Phone - (508)428-9131 Fax - (508) 428-3750 4' SCH. 40 PVC 3' i„ti> FIRST 2' (TO BE LEVEL) 6" 10 YR 3/1 W (TYPICAL) 4' SCH. 40 PVC 9' (Min) Cover Cn 6' (Aim.) 36' (Max) Cover SANDY LOAM C3 PVC o pL2' (rein) 0' CI TEES B AS BAFFLE SUMP 4' SCH. 40 PVC 14" 10 YR 6/6 20 0 20 40 Q, CONSTRUCT ACCESS 2'Layer 1/8'tol/2' o MANHOLE ❑VER INLE Pea stone LEACHING CHAMBERS SCALE IN FEET TO TANK TO A7 LEA T �n WITHIN 6' FINISH GR D, Slope C MEDIUM SAND U, 6' CRUSHED pe = 0.005 (min ) REINFORCED CONCRETE.. . STONE BA SCALE:I'=20' DATE: 09/13/2002 FOOTING 4' PVC • O • • O O O • O 132" 10 YR 7/6 o O O O O O • 0 0 O • 0 0 0 0 0 0 • O • O PERC ® 54" REV, DATE REMARKS RATE _ <2 MIN/IN Cn col C_ EL. 96.5' 0 3 w 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 5' MIN DRAVING NUMBER Cr TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE 000e No Groundwater Observed El. 89.7' H:\2001-111\surVe \worksheet\2001-111w5,dw �� Job # 2001-111