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BLD-19-001697
.1 ' - • P u.,l/ /c//CM' • ONE & TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department or ` 1146 Route 28, South Yarmouth,MA 02664-4492 • 508-398-2231 ext. 1261 Fax 508-398-0836 Massachusetts State Building Code,780 CMR • Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official U Only Building Permit Number. • ,h- /�1-ev,C09 J:• .Date A • E Q �- , /--- SSR s • 10 -l6-18 • " , sq RO 2318 Building Official(Print Name) Sinature'. . . ate • • .SECTION 1:Silk,INFORMATION • • BUILDING DEPA ATMENT br: _--- 1.1 Property A.d,dress: Assessors Map&Parcel Numbers ill Howlweirw-e CP 1.2 13C $4 1.1a Is this an accepted street?yes ✓ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) • Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 331 3o 14 tS . 3e 3a 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: • 1.8 Sewage Disposal System: /i Zone: _ Outside Flood Zone? Public Cil Private 0Municipal 0 On site disposal system 12(.7.--e-- Check if yes❑ . ' . •SECTION 2i PROPERTY OWNRRSEOP' • ' 2.1 Owner'of Record: Name(Print) City,State,ZIP .41 ,14 a ,o1-(-4 0 ft-047 x'74-1— S 13 V2-1+ No.and Street Telephone Email Address SECTION 3:.DESCRiPTIQN OF pRQPOSED WORR1(check all that apply) " • . New Construction❑ I Existing Building❑ Owner-Occupied ❑ Repaus(s) 0 Alteration(s) 0 Addition C Demolition ❑ Accessory Bldg.0 Number of Units___ Other ❑ Specify: ' Brief Description of Proposed Work': 44632•e t'cro a ',74-5442 2,'pni CYO 'X/c) Ort/Put 57th/=, Spar-Y> CFE SECTION;4::ESTMATEDCONSTRUCTIONCOSTS. •;..y:, ..RFV-- - IVD Item Estimated Costs: 'Offic1altseOil • OCT 2 3 2018 (Labor and Materials) Y 1.Building $ :1::BmidmgPemtitFee-$3 SQ Ind1catehOwfe.t'• • •• EPARTMENT • 2.Electrical $ •I Standard Citytrowa Application Fee:' ey:.`— ❑.Total Project Coit.Cg(_tem 6)x multiplier... : : ' x• 3.Plumbing $ 4.Mechanical (HVAC) $ List 5.Mechanical (Fire . Suppression) $ Total All Fees:$ . . . 6 ClieckNS:.• . CheckAmonit: • CashAmouat�.r—• ' 6.Tota]Project Cosi: $ lQ2 p Paid inFull . . • le Outstanding Balance Due:3%J 11 ♦• `+ SECTION 5:.CONSTRUCTION SERVICES . '� 5.1 Construction Supervisor License(CSL) m // Cis VIC{Q2O al/2-1/27 l)vL7ldtO 114Zit *JR.t000. License Number Expiration ate , Name of CSL Holder /? r List CSL Type(see below) 1.0 elt-C./all No.�an/d Street 7� :. Type . triDescription "// U Unrestricted(Buildings up to 35,000 cut R) Anal601M�3N /YIN ®ZG7C r9� R Restricted 1 4.t2 Family Dwelling City own,State,ZIP M Masonry RC Roofing Covering • WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone i; 7�--arrekail address D Demolition 5,2 Registered Home Improvement Contractor(HIC) � afi � 10007 09 1a7,Qln i-i99 nteet127(}?q� HIC Registration Number 'cp. on Daze HIC Company Name or HIC Registrant Name 20 E,ce..vA.r S4 ( UCWIY�Sf' nn .' earl ' No.and Street Email address • Aitre,' OC/TH, MO 0247r - JS3czGf . City/To4f���f�mnnn,,,State,ZIP Telephone SECTION 6:WORMERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuanceofthe building permit Signed Affidavit Attached? Yes Cis No ❑ SECTION 7a: OWNER Au IHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT .. I,as Owner of the subject property,hereby authorize "Dona GO H t9C1 e4"K/?in er to act on my behalf in all m. elative to work authorized by this building permit application.. / 41 t O/1 se . . eI/g ._al / , C I/ /G / .(� Print Owner's ane(El ,. c Si_.. se - [l ((7DDDate • • . SECTION 7b: OWNER1 OR AU'IIiORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. ng. Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: • I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Progam),will not have access to the arbitration program or guaranty find under M.G.L.c. 142A.Other important information on the HIC Progam can be found at www.mass.siov/oca Information on the Construction Supervisor License can be found at www.mass.aov/dos 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finiched basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count 4 Number of f replaces ec Number of bedrooms a Number of bathrooms 0 1. Number of half/baths Type of heating system Number of decks/porches 7 Type of cooling system Age Enclosed Open t 3. "Total Project Square Footage"may be substituted for"Total Project Cost" • two �4-= -. .. ...••••••wurvcuurs LI) arA&4 cu csri .3eLts . t Department ofIndustrialAccidents • _ _ 1 Congress Street,Suite 100=111= _'jl_ Boston, MA 02 114-2 01 7 -ika 4.• 7----.. • www.mass.gov/dia • Workers' Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers. • TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): /I .11, ' I,v,240 �I'-IrZ)_L-ep,••7leipP/- Address: • ao ejLQvA., S-f- / �• . City/State/Zip: 1��rL /J/f/,1 Phone#: S�ge3GZ-69 9 I • Are you an employer?C eek the appropriate box: Type of project(required): in I ammployer with employees(full and/or part-time).* 7. El New construction 2. em am a sole proprietor orpartnership and have no employees working for me in any capacity.[No workers'comp.insurance required.] 8. Remodel]ng 3.1:1I am a homeowner doing all work myself.[No workers'comp.insurance required]t 9. ❑Dtm011tton 4.0I ant a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. In I am a general contractor and I have hired the sub-contractor listed on the attached sheet 12.0 Plumbing repairs or additions These sub-contractors have employees and have workers'comp.insurance.: 13.❑Roof repairs 6.0 We area corporation and its officers have exercised their right of exemption per MGL a 1 a.❑Other 152,31(4),and we have no employees.[No workers'comp.insurance required.] •Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing aR work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attarhed an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contactors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify under the pains and enalties of perjury that the information provided above is true and correct Simature: AZia%1 ac . .c Date: 7/m4 Phone#: 6-0 13- - z- 4<� �/� 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#: • oF'�'"gR TOWN OF YARMOUTH • , �. BUILDING DEPARTMENT set �C << 1146 Route 28, South Yarmouth,MA.02664 508.398-2231 ext. 1261 • • • HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: • JOB LOCATION: NAME STREET ADDRESS SECTION OF TOWN "HOMEOWNER" NAME HOME PHONE WORK PHONE PRESENT MAILING ADDRESS CITY OR TOWN STATE ZIP CODE The current exemption for'Homeowner' was extended to include owner—occupied dwellines of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such • homeowner shall act as supervisor, (State Building Code Section 110 R5.1.3.1) Definition of Homeowner. Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner,such"homeowner"shall submit to the building official,on a form acceptable to the building official,that he/she shall be responsible for all such work performed under the building permit.(Section 110 R5.1.3.1) The undersigned 'homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes,by-laws,rules and regulations. The undersigned 'homeowner' certifies that he/ she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements. HOMEOWNER"S SIGNATURE APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked vesplease indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity Bond OWNER'S INSURANCE WAVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent h:homeownrlicexemp 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 contact 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 ajoint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §250(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are hot 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 Department's address,telephone and fax number: • The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 • Boston, MA 02114-2017 Tel. # 617-727-4900 ext. 7406 or 1-877-1vLASSAFE Fax# 617-727-7749 Revised 02-23-15 www.mass.gov/dia : -.- .:91.:11- .y TOWN OF YARMOUTH r-'' al It. C BUILDING DEPARTMENT ,r 44" 1146 Route 28,South Yarmouth,MA 02664 ' cri .. ,IY 508-398-2231 ext.1261 Fax 508-398-0836 • • • BUILDING DEPARTMENT . DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 1113, [hereby certify that the debris resulting from the proposed work/demolition to be conducted at to WAwr 14 ait n/-C. Work Address Is to be disposed of at the following location: y.M- 202vcin,.c_ Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. ig,,d,./dnin..te;-ex. //9 . Signature of Application Date Permit No. Office of Consumer Maas!Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Individual Bealstratlorkx it 100909 061238020 DONALD HARKENRIDER DONALD.).HARKENRIDER' 20 EILEEN STREET YARMOUTH,MA 02675 Undersecretary Division of Pro ess onal L enseure Board of Building Regulations and Standards Construction' r%Opgrvisor CS-014978 E3 fres:05/12/2020 DONALD J HARKENRIDER / 20 ElLEEN sr. I�-# / YARMOUTH PORT MA 0 1,0 Oicic 30-1‘ it CommissionerCL ovqR TOWN OF YARMOUTH o ;-�� HEALTH DEPARTMENT r• . ? PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: Ai I I-laCJT Et.5 r,c'-C. Proposed Improvement: 3 Sepco0 IZsow1 m...) CXi-5-T»G r6e4L int 5'3— 7 /19 Applicant: 7o u... (2oc e y /. Tel.No.: €-:1-3-- . t t3-- l Address: 41 IA4WTisc a,-42- Date Filed: mi/ '�r'/?of0 **Ifyou would like e-mail notification of sign off,please provide e-mail address: Owner Name: 70 i-\,_ Q.et c. Owner Address: `I t latl wT N oavP Owner Tel.No.: 7-74/ -<73-7 izq RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e.,Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed)— Note:Floor plans not required for decks,sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: ?Cr-e glill DATE: g Sl��l� PLEASE NOTE COMMS S/CONDIT ONS: •sn, / — 'tha4/. not / /frafelnifc OF.y TOWN OF YARMOUTH• y� v • 3} 9 fie` WATER DEPARTMENT • •• .1 99 Buck Island Road E • West Yarmouth, MA 02673 '� ` Telephone: (508) 771-7921 • Fax: (508) 771-7998 • BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET 1 Bldg. Site Location k�l ElNe i tOc 0 2 Map #: Lot #: Proposed Improvement: 2 S eA s o,C) Q- \ o o C'c.. 5 i , ,o c ye ca...- . Applicant: -Co .µL1 tl 6 5.e Lc v ' Address 31 0 pc„lu or Li-e - Tel. #: --ry -573742( Date Filed: CiZot v RESIDENTIAL AND / OR COMMERCIAL BUILDING • Water Department: Determines Compliance of Water Availability and or Existing Location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Ocean, Bogs, Bays, Marshland, Etc... Health Department: Determines Compliance to State and Town Regulations, i.e., Requirements . for Septage Disposal and other Public Health Activities Fire Department: Determines Compliance to State and Town Requirements for Personal, /'J Safety, Property Protection;, i.e. Smoke Detectors, Sprinkler Systems, Etc... ouL1,C..... .tom )24 5:1 Signature of applicant Date • PLEASE NOTE: ' COMMENTS: e Jam _ A. .. Revi ed by. 1 ater Divisi. lir Date 0 . . .• Ilr • 3o TOWN OF YARMOUTH . ° 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 ` ' ' Telephone(508)398-2231 Ext. 1292-Fax(508)398-0836 RECEIVED RECeOLIMKING'S HIGHWAY HISTORIC DISTRICT COMMITTEEAUG 2 7 2018 AUG ge cu/8 APPLICATION FOR yl ttiwvu i ri • OLD KING'S HIGHWAY CERTIFICATE OF EXEMPTION SOUTH ARMOURH Application Is hereby m9d(or the issuance of a Certificate of Exemption under Sections 6 and 7 of Chapter 470 of Acts of 1973, as amended, for the proposed work as described below and on plans, drawings, or photographs accompanying this application. Type or print legibly: l Address of proposed work: �"ll1/ iS 107NO2Ne Map/Lot# /3 . Se Owne s): d 'f/N R o 5 e z L it Phone#: " All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: Al/ /n Lu!Ho fZ. J-e Year built /917/ Email: 4--Phone notification method: 4--Phoneone Email Agent/Contractor.. (pU f)o, L 10 IIl i11z-ew d 6e g__ Phone it: 30e-.. 2.- 6/s4{ Mailing Address: cV0 E1/2..-0, ?a.c-i- ///,Qa 1114 CtJ' Z(i-x-- Email: ' D I 1-1 A WI Z ,34 of /i1 S&2 ecmPreferred notification method: t Phone Email Description of Proposed Work(Additional pages may be attached If necessary): /4..' X /6 r C4eL-e Sryc-e 200<77 b'V C eiSri/tiG Decca. (Rooir"r'o 9etnice /rn-0- i To innru-7 exlSiiAv6 Id/wnou)6' Lein c &.0 ,-14fl/ ey c L,ci vc 2ej/-/iieJ 9l e_ /7--e TcdiaG ,coos /o ' el/t7.p2 Signed(Owner or agent): .dita alr x VaC — Date: j'3/2°/9 > Owner/contractor/agent is aware that a permit may be required from the Building Department(Check other departments,also.) > This certificate Is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. For Committee use only: �( Date: 7t�c�7 1 Approved _Approved with changes _Denied Amount ajg Reason for denial: PPRO JED Cash/CK#:fn �` �"9 P" . Revd by. LS-4/ AUG 27 2018 YARMOUTH OW KING'S HIGHWAY Date Signed: 7/Ze/r. e •Signed: �� APPLICATION#:1 8 p - E 0 8 9 veson • N., x•04,5,: "x%•':CONSTRUCTION All..b .f."3mPA mx>+ <rn:i?TE< °13'r.. e:qt r 3s: ,40c S<.:¢ ol;!. g8 Sy' 11 3f .:a :n.s 4: ;'.. ,.?�>..Qmv,.ff,. %` " ut:.. 01Ch _.^Desn,ption• •-r:•ComtnemalData/Elements ,. .-.. �0' '01 Ranch �,�e....,ICA4QtI Dne+rt�r :: /s odel 01 Ras taint tel Heat r A/C .. ...... _ ; de 03 image Frame Type . . • 4S-1 t Batbs/Plmng _ '-4l Stories 1 1 story Liter.Wall 1 14 Wood Shingle %COccupancy Cang/WIFir R�om.WWaaf • wolf- 2 11 Clapboard Root Sena-Mrs 03 gable/flip Wall Height Hoof Cover 03 laph/P 016/CMP - 14 Inter.Wall 1 OS Drywall/Shoat ....... • D.2 CmdorC000:Data:. 1-;.:. .,; z Inter.Floor 1 12 Hardwood bordo p4 a Heating Fuel 03 Gas Unit Lvcam • Air/Cn 'ty 04 fur—Orae . Numbr Units p° Numbr eels • Bedrooms 03 3 Bedrooms • %ChvornhiP Bathrooms 1 1 satntoo. NIII 4 ARICB7VALUATTON . '?,' • a Total Rooms C Unad'Base irate Ito 00' . Bath Type 1 SireM'Factor 1.1869 Kitchen Style t, Orrde(Q)Inde1 0.96 _ Adi Base Rate 65,58 * m� 8;1£?<aa 's 11, , ar ,s .e;::: Blda Value New 57.385 14 W©r a 0360oms •6 . . YearBuilt Y Built I 1971.1tr .. % lte to . Nrml?Dyad Dep le Funcm1Obsinoe 00 Dst ;,;BUILDINGSUBAREASUM�MeaARYSECTCI�ON4."�;tar sw EcotVnOateee oo » Pint. 11oor ,a •6D7 rs,945 Spec!Cad Code POP Poreh, Oyes, Pini■ 20 4 9.2 282 SDeCICad% 100 6711 Stoop 406 41 4.5 _ 1.869 %Cndm 62 UBH Basement, Vnftniah . 1.028 205 9.1 9,389 DeereeHldx Value 67,100 ts eT a ss "x UH•UIIIBUZI:DINOS&'YARD ITEMS(L)s .eN'.4 a ss.-x.., 31 • Cobs ..Saa mioa L ...Vow . . Une Prig Yr. Do Rt %CM Aa.Yalta • TOO OR Value 0 TO.Gross Liv/LeaseArea 1.00a 1,259 Hide Value 57,385 ,< ,:.x 'r -t'INCOMIT SECTION�3 .m ' xnh ealtvat„s.<.. ,.,y.s. :as++;..,r: x=;TCF-BUILDINGEXTRAFEATLRtEStBf . ,�;s . .... . :. _.. ... .........a .., .,. tt pp p In qL D g y(� ..._ .. 1r 7111CPPIXSg"1 8i a .._ 1WI ....._1 I13; a.00 76 tgli gift Anr'ri,tro , STlaWra,i'1 dit.. Ta.I XF Value 11100 BLBI , ,B .rOPIDa.t10.D2, 01, 6,D26).BTP(U20,L12.D6,L ,D16, U, . P711L621'nag Iva t,116,D2,B10,U2.Z1eant,L421,PPR 1962) - t C- . . • ,. . . . dr•PRO.P.LOC.: 41 IiIIITEORIIE-RD ' ' ' • MAP LIS.: 123./ - L026/ • . / / Other Id.:135 96 ' • ' Bldg. i Card sot 1 Print Date: 01/0S/95 . iiti.f..$i;:wAg?..cURRENTOWNERESS0;:;,e..4,iTOPO. .unerpirs,.4TRTAZOAD j•LOCATION..i.-'4fi-oaiatcPolveliBRE.NTASSEsSSMEN3Wmvwsikn%o. ociAL201Ilt I rhetn .- I Shil r i''Annls'Itut 0-1' mirnetiar- .. . . • , 0 , 00 113 • 41 1133111101011 RD la9211171. 1010 41,900 - 48,900 • TARII017THPORT, XI 02673miminv7.41,41ErfrAt DAT :%• „: ...,:t . TARICOOTEI, 10, , ACcoint No.: 1469 . • . . PRY ICED 360 . . . --- • • HIST DISTRCT . ., . , . . • .01.1 • I90,900 90,900 ',..s .A=RECottooroWpreitstara .. BKNQUPACE Ma/DY iNit,tA SALE PEWS:,stA S.r4A0?.‘liSIt'.Q.PRilEri/101/6..ekssesswirlisrts tHIS1131;11koMnioaiamioti, Yr . Code Attested Value- Yr Code -_.-.Attested Vakie•• ..yi, e.._:.:Irsessia Value, HOCK IIIRJORIZ i 0 • . • . • • • Tsui , Total total . 4:ga.ECt', 'VV.0i EXENIPTION.5mmM•:',W;g:Ml* .!'?;:i.laP,s;;!iQMEMUM5:01•Wilt'ASSESSME.NIS.Amim... .uloAttpp= Tins SIGNATURE ACKNOWLEDGES A visrr • • x . • . . • • .*0.am(Vvva sEavAtAir SLIMMARY6Ai7a4di • :121 • Appalled Bldg.Value(Card) ' • Appraised X.E(Bj Value lag) . Appnnted 0.13.(L Value ldg) ' Total 0.00 • Appruted Land slue(Bldg) 3it4•&::,•4:A-•::.ms.::•4:vcs......m.,-,7:Rpacqi:itoc4,..0„:04,,,,444iAta;i4:COIY(pA,1,ABLEtjAS•it.-.:;;mitEVitAiii.=. ,:,;:$a.Wati:th,401--;:Ontr. specismand value . 0 Total Appraised Card Value • 90,900 • Total Apprused Parcel Value 90,900 ' • ' Exestption(t) • . • . , .. _ • , . ' Net Total Appraised Parcel Value 90,900 tet.exangc=tatOi*ti?flc*M1,'.1itkk:W1Mt.C:!•NMV:;'4:1V BUILDINCrERMFAMORD,, AaA.!40M041;EM6: ::;5:m.p.m.rei.iiWnii4..t .1'.;Onk:111gnnulANGENIsTorty.,:ae,e-m. . - . • 01101/91 PD 00 IleasureL59te6 • . : ' • • - . .147;ill tqi of R400 . . • • • • , oiA.,,,, ,,f,-, ,,, ,•emyi4,,x-mi•i•Nmiortowiw4ivNicm.45-,:04,0mmg LAND LINE DATA'AND VALIJAIION SELIION,tptwirauinioll”?,:0335 .* 'WgtitkV4t.'"?StVISK::i*• g e Description:'. Zone D Tints' Depth !V No:of Units:4',:* Tp.;.': .,Unit Pricen•: I:Iktr SI CO Pct Nhbhd •:Adk: •s No4as-Adj/Spc1 Lad Preng.2 ,Adj:Unit Price v: •-:..,Land Valurriltq• • 71 1 8INGLIL YAP 10,014.110 BP 3.10 1.35 5 1.00 0050 1.00 . ., 4.19 42,060 ' .. . . 7 . ' . . . 'ill'i.: , . • itn1/4 41444.,,, , - ."%likkvi . • . . • . . . . •• . Total Land Units 10,011.10 117 - ' . - Total I 42,000 . . • \ . . . , • . • • . . • , . . • Sears, Tim From: Sears,Tim Sent Thursday,September 27, 2018 4:11 PM To: dl hawk25@msn.com' Subject: 41 Hawthorne Rd Donald, I have reviewed your application for 41 Hawthorne Rd,and you are going to need your plan reviewed and stamped by a Registered Design Professional. Please update your plan and submit for review. Thank you Timothy Sears CBO Building Inspector Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@yarmouth.ma.us • 1 • 0`.• ..-...„.7) CO Th, C K.' L..I..i . . . - . i , -... . ... . . r../ i CIO .,.7m i -,--,* •!, \.! '‘t , • • 0 i 1 \ 44--- - -• _ , 4 I1 ;I \, 3 • :: : • , :4 ',Z.) 1. % •i. • \,.... 1 -::. 4 1 ' t• E . 1 .. _ ., -4. \ ...„. .1 t., I .:1 u V) La } t • I.. CI; 1 • 4; l''- . i ': ..t.s. I , 0 VErt • z,abi • Aus 2 7 I I OLD iriNAGRA,isonitG;H2:: vv,4 V • . I. i 0-rese i&s, i eel 7 .ep,Is re/ i •044 die) JeheRECOVED RECEIVED , AUG 2 7 2018 AUG 26 2018 • YARiviOUT H OLD KING'S HIGHWAY TOWN CLERK SOUTH YARMOUTH, MA —. 1 . , _ 1 P...' .. __ • - _ —. � ' j - \ FSS"CN�1L'f . t I 1 , / l _ /- Ir . I ( �.- � kooM 3 �sQ — Ca.c.t4td0 WtNat+W • — -- 7 _ _.. _ _ 1 ------.- 1 I - _ q Lire D� y i ____ • . ..____._ __ ...., it., ._ ... *cfr_________ _ ___ ______ _ i _____ • ._ . ____ , e _. . ./ ...._. WIG .__ — -- �N�s Q T�� _ -_ � 11-._. - - -4 , „,.. ..,,,, 4 . Al . . . . e , t..r-- ti t 1 Hi /t - - \.,,,Ci 1 . /I' . - _. �' . AUG 27 -- - ' 2 0 i 18 • i � Ni \ YqR • 'f ,lc ff ED /L'G 2 0 2018 _ - Sri EH f/vr rri Ply ,�{�sr-l4.0 �/o�C�.L� ��(:�� �� sot;... �,AN CLERK i AUG 2 7 2018YARMOUTH MA , _ -__- • YARMOUTH • U OLD KING'S HIGHWAY 1 ��— 8 — C 0 ® } W 4 O o N j 0 } _. . . .,... __ " .-. . 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N K 0 't CO 1 ae.....a..,. y C r 1 -.. et V' t t r IL- y,]sA kis- q4 0 1 fi 1 } • a ` 1 11 1 -� o.is' c I e • it/ 2.040 L Jr200,,c r L.stese•Pe b -..:•-•e-- .1 et 1 _ .kituse-sre, % e rig ilatair6i 1 / / 1 . lr , 1!• / i4— ...., nv 6 Pe e- li Ii I 1-All694)5r. elj i , - g I i , lei 4 DOW _ 5 1, -1 ebt/ /eV 6°Vet • . • POLIACI t , 7/6,(00 -S3C.:Arn 1-ne"Aat ,___•._______/____t. _ ......_ ..... _ ----..- --- --- @ 1 -I ••••-:„.„,- -4 (e• Ati." 11 I • • t.--- le_c fir • , -rA 4a°ts 4•!,/frirner-74 . e . 4? •••-- - ,e/Cr/4 40•74:7 MA-2./Ar— - tel IC I t los • >1 A- I e....'........"3/47 PeCiewittiC --- - #0.".lre. ------ rr. - - -- - nr--TF 2.‘,(0 rd (c-r5 _ ... TOWN OF YARMOUTH ti I I r__ t________ it i i es— REVIEWED FOR BUILDING AND ZONING CODE COMPLI- 1 —' 1r .3/ "44tas 16CW NI ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE DE -- ,, APPtICANT FROM THE RESPONSIBILITY OF•AS sum r .,- le COMPLIANCE. I ..7-7 DATE:LQ_Ste.,.. l . ft .. .(1 4 _...."-4... 45 ‘f et 1 ...., ec...._ 40 BUILDING OFFICIAL 4IN, -rn j " teJ Ai . 77{1-6/4. FILE coPY tv s. mx02.ti--- i __ . _ _ 70 • . _ I J D -_� . a,-�-- C CS sr V t ► H • M N , _Seto11 �� .—� 1 /+} `y / J-yr .,, t, • 0 .al___ _ma ...insial- C=1:===I \ elk, D. - e. r� ddt 14 \. : _. _ i 01:i , 0.5.10\I., , I:. - -. 1 7 1 : / ---it- ` e ;tie, t ca --r-' I j at it k il : JN \\ 40t. dal cirs 1� r{v t r r • • J' 1 • St 4 ; , : Ir. ; `� r \ { a ti \ q I ,:•;.5.„:•,--\.'1/4.2„-t , \\\.\::,k-ci1/4k\'‘' .._ , _h. .. : ' .....) Ill i :Slit• ::- i i tiit , ti I x fo SEA&B Engineering P.O.Box 688 Eastham,MA 02642-0688 ' (508)240-3987Rtr ' a • October 12,2018 ' "n . : Co.10778 Mr.Donald Harkenrder , , i�• 20 Eileeu St. 1 " J Yarmouth Port,MA OCT 15 2018 -I �n,,,,�As,� ct1111��E�'ARTMEN7 • �Q//4/ Nts Reference:Roselli Residence,41 llawth t rne`I�d. - . ss onth- ' i MA Dear Mr.Harkedrder, The three season room addition for this house has been evaluated according to your drawings and the requirements of the 9th edition of the building code for wind exposure B with the WFCM guide(wood framing construction manual). General • The new structure for the three season room is to be as shown in sheets 1, 1 A and 12. • The interfering deck structure is to be removed by the building contractor to make provision for the new three season room.Then the existing deck to the opposite side of the stairs is to be reconnected to the new structure. • H2.5A connectors are to be provided at all rafter and upper plate intersections. Analysis Wind load selection is based on based on roof pitch,wall and roof surface area,and area section location. The roof angle is 32.78 degrees.Maximum horizontal wind load for this angle is 21.8 psf. This resolves to a vertical wind loading of 9.92 psf. Snow load is 25 psf. Horizontal wind load for external walls is 22.6 psf.Total vertical loading on the roof consists of snow plus '/2 vertical wind and material weight. Internal floor live loading is 40 psf. All material weight is evaluated and combined in by the computer. Analytical Sheets • Sheets land IA to 5 show the section model,vertical loading illustration,node maximum node deflections,maximum member stress,and support reactions for the front corner support columns. • Sheets 6 to 9 show the same parameters for the wind shear model as sheets 2 to 5 show for the vertically loaded model. • Sheet 12 shows the member requirements. Regards, Richard P.Anderson • ' ' Job No Sheet No Rev Part _ Software Scorned bFSaosoSoftware . Job Title / Ref ` 6 a c4/<'<v '/ / Y DickA E'�7-Oct-118 aid Client p 10-Oct-2018 16:38 r '�3r v fir.._z ' ' . vs'?:;;,,,,./r p I t�j I� ' < gliligil iH I. i 1 ' 1 u k • _i At 41d :" I ham. to i iii ‘L,..o.4 10 ii I Load 1 zv Print TIm&Dete:11/1020191019 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Pent RM1 oft • 'w Job No reet No Rev reill" 1 . Shca-ae licensed to Mitlwdl '�fporilv SCS Pan Job las /// Rel '.5- ,4,a n Iso d / BY Dick A 0807-oct-18 chd • cnae FS Rosetli.std X8^"1° 10-Oct-2018 16:38 .-0¢ r r ...,„..-“,...s„;,,,,,z. 4,,„.. \ .....,N 1 Nil I , VI i r. 1 rfre,,,,„,AI1 fr ,,, i .p� ,p. 1 ,,, 1.0, *fr.„..,,,,„ ,, !,F ,, ,,,...,,,, *a , ,,, ,,,, , ,,, ,, . 7 X . ;(41441 I 11 le I .i I Load 1 Print Time/Data 11/10/201519:25 STAAD.Pro VBi(SELECTseries 5)20.07.10.66 Print Run 1 of 1 • ISheetNo 4 ^ . •""° • e Job No Sheet No Rev • softens licensed lo Microsoft • Jeanie Ref Vhf L//-- / Rel t 7/ %n vr11/o s$er,L as Br Dick A DBN07-Oct-18 CM • Client File Roselli.std I°B1elT"1e.10-Oct-201816:38 0"Pt;trw 1441"4.-4.44 : 1. + `� t. 0i w•"t t+. �.4 ,,t 1'4j44.4 i': 14....491„.4, ��{{ ." -7 4411 , HP lla� " a� „,r.),,,,;€„„,,,...rltltn '”,� Blit '►+ * ,wb • tiF O r'4 a J 4 Load 2 Prim nmemele:1111020181020 STAAD.pro Val(SELECTseries 5)20.07.10.68 Print Rut 1 of 1 • Joe No Sheet No 4Rev Software licensed to P 3 Job The J /► / - /'v,A Ref y'et 44 !J /.0c 4-d q7J A ! v i BY Dick A UMW-Oct-18 Chd • Client 7 - F11a Roselll.std me/um 10-Oct-201816:38 1 Node tiC X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (In) (in) (in) (in) (rad) (rad) (rad) 180 3 -0.336 -0.036 -0.109 0.355 0.001 -0.002 -0.003 180 2 -0.301 -0.030 -0.090 0.316 0.001 -0.002 -0.002 173 3 0.009 -0.115 -0.283 0.306 -0.003 -0.000 0.001 172 3 0.009 -0.115 -0.283 0.306 -0.003 0.000 -0.001 173 2 0.008 -0.102 -0.274 0.292 -0.003 -0.000 0.001 172 2 0.008 -0.102 -0.274 0.292 -0.003 0.000 -0.001 142 3 0.009 -0.105 -0.271 0.291 -0.002 -0.001 0.000 140 3 0.009 -0.105 -0.270 0.290 -0.002 0.001 -0.000 48 3 0.023 -0.278 -0.004 0.279 0.000 0.000 -0.000 142 2 0.008 -0.093 -0.262 0.278 -0.002 -0.001 0.000 47 3 0.024 -0.276 -0.001 0.277 0.000 0.000 0.000 140 2 0.008 -0.092 -0.261 0.277 -0.002 0.001 -0.000 _ 42 3 0.024 -0.276 -0.001 0.277 _ 0.000 0.000 -0.000 46 3 0.024 -0.273 -0.001 0.274 0.000 -0.000 0.002 39 3 0.025 -0.267 0.005 0.269 -0.001 0.000 -0.000 45 3 0.020 -0.267 -0.001 0.268 0.000 0.000 -0.002 37 3 0.025 -0.265 0.001 0.267 -0.000 0.001 0.002 33 3 0.027 -0.265 -0.001 0266 -0.002 0.000 -0.000 38 3 0.027 -0.264 0.007 0.266 -0.001 -0.000 0.000 174 3 0.009 -0.096 -0.241 0.260 -0.003 -0.002 0.001 57 3 0.018 -0258 -0.013 0.259 0.002 -0.000 -0.000 171 3 0.009 -0.095 -0240 0.258 -0.003 0.002 -0.001 56 3 0.019 -0.258 -0.008 0.258 0.002 0.001 0.000 51 3 0.019 -0.256 -0.001 0.257 0.002 0.000 -0.000 36 3 0.021 -0.253 0.001 0.254 -0.000 -0.001 -0.002 55 3 0.020 -0.252 -0.002 0.253 0.000 -0.001 0.002 54 3 0.017 -0.251 -0.003 0.252 0.001 0.001 -0.002 174 2 0.008 -0.085 -0.233 0.248 -0.003 -0.002 0.001 171 2 0.008 -0.083 -0.232 0.247 -0.003 0.002 -0.001 48 2 0.020 -0.245 -0.004 0246 0.000 0.000 -0.000 47 2 0.022 -0.243 -0.001 0.244 0.000 0.000 0.000 42 2 0.021 -0.243 -0.001 0244 0.000 0.000 -0.000 46 2 0.021 -0.241 -0.001 0.242 0.000 -0.000 0.002 191 3 0.021 -0.100 -0216 0.239 0.004 -0.000 -0.000 190 3 0.019 -0.100 -0.215 0.238 0.004 0.000 -0.000 39 2 0.023 -0.236 0.005 0237 -0.001 0.000 -0.000 45 2 0.018 -0.235 -0.001 0.236 0.000 0.000 -0.002_ 37 2 0.022 -0234 0.001 0.235 -0.000 0.000 0.001 33 2 0.024 -0.233 -0.001 0.234 -0.001 0.000 -0.000 38 2 0.024 -0.233 0.006 0.234 -0.001 -0.000 0.000 141 3 0.022 -0.100 -0.209 0.233 0.003 -0.001 0.000 28 3 0.024 -0.232 0.002 0.233 -0.000 0.001 0.001 30 3 0.026 -0.229 0.014 0231 -0.002 0.000 -0.001 • 139 3 0.018 -0.099 -0.206 0.229 0.003 0.001 -0.000 57 2 0.016 -0.227 -0.011 0.228 0.001 -0.000 -0.000 56 2 0.017 -0.227 -0.007 0228 0.001 0.000 0.000 Print rmemete:11F102018102z STAAD.Pro V81(SELECTseries 5)20.07.10.66 Print Run 1 of 14 • P' - *9 • Job No Sheet No Rev ,��gy %w. -. Software licensed to Microsoft Pen Job TAN / Rel Ale uler S,4,rrr /jy/_ BY Dick A �to7-0d-18 cbd Clue J Ed.RoseIi.std JDmwr•TM 10-Oct-2018 18:38 w Beam L/C Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (Psi) (Psi) (Psi) (Psi) (Psi) (psi) 351 3 0.000 173.168 461.502 442.922 1.08E+3 -13.712 14.203 352 3 0.000 175.863 420.937 -437.898 1.03E+3 13.344_ 12.953 180 3 0.500 1.274 -0.573 1.03E+3 1.03E+3 -1.711 0.004 180 _ 3 0.417 1.274 -0.410 995.107 996.790 9.256 0.004 180 2 0.500 0.999 -0.537 991.829 993.365 -1.806 0.004 180 3 0.583 1.274 -0.736 967.180 969.190 -12.679 0.004 180 2 0.417 0.999 -0.376 963.155 964.530 8.835 0.004 351 3 0.083 173.282 396.747 380.407 950.436 -13.712 14.203 179 3 0.500 8.197 -0.551 939.086 947.833 -4.492 0.004 188 3 0.500 5.193 0.573 934.925 940.691 4.608 -0.010 351 2 0.000 147.220 401.906 390.519 939.644 -12.090 12.376 179 3 0.417 8.197 -0.397 930.995 939.589 6.475 0.004 180 2 0.583 0.999 -0.698 933.687 935.384 -12.446 0.004 188 3 0.417 5.193 0.173 927.783 933.150 6.359 -0.010 352 3 0.083 175.977 361.881 -377.062 914.920 13.344 12.953 179 2 0.500 7.538 -0.534 905.609 913.679 4.548 0.004 188 3 1.000 5.193 2.972 -901.345 909.510 -70.411 -0.010 188 2 0.500 4.850 0.555 902252 907.656 4.642 -0.009 179 2 0.417 7.536 -0.374 899.308 907.217 6.092 0.004 352 2 0.000 149.389 368.585 -385.848 903.822 11.761 11.349 188 2 0.417 4.850 0.180 896.714 901.744 5.999 -0.009 179 3 1.000 8.197 -1.473 -891.489 901.159 -70.295 0.004 188 2 1.000 4.850 2.804 -887.659 895.312 -68.484 -0.009 179 2 1.000 7.536 -1.500 -879.720 888.755 -68.390 0.004 339 3 1.000 84.193 -571.191 -226.156 881.539 -28.801 7.641 180 3 0.333 1.274 -0.247 874.847 876.367 20.223 0.004 179 3 0.583 8.197 -0.704 857.695 866.596 -15.459 0.004 356 3 0.000 139.468 572.156 148.414 860.039 -11.891 19.831 188 3 0.583 5.193 0.973 852.585 858.751 -15.575 -0.010 180 2 0.333 0.999 -0.215 847.665 848.879 19.475 0.004 339 3 0.917 84.271 -549.356 -209.736 843.362 -28.658 7.641 179 3 0.333 8.197 -0.243 833.422 841.862 17.442 0.004 29 3 0.000 82.728 -528.394 -229.535 840.656 28.985 -6.686 188 3 0.333 5.193 -0.227 831.159 836.579 17.326 -0.010 179 2 0.583 7.536 -0.695 825.094 833.325 -15.188 0.004 353 3 0.000 142.705 -548.902 140.184 831.790 -11.679 -18.984 289 3 0.000 58.702 562.676 -209.453 830.831 7.606 78.872 356 2 0.000 122.967 576.486 130.979 830.432 -10.658 20.365 351 2 0.083 147.220 345.482 335.400 828.102 -12.090 12.376 188 2 0.583 4.850 0.930 820.973 826.753 -15.282 -0.009 351 3 0.167 173.396 331.992 317.891 823.279 -13.712 14.203 349 3 1.000 99.717 365.546 357.437 822.701 27.735 -19.727 180 3 0.667 1274 -0.899 818.994 821.167 -23.646 0.004 • 179 2 0.333 7.536 -0213 806.191 813.939 16.733 0.004 188 2 0.333 4.850 -0.195 604.361 809.405 16.639 -0.009 8 3 1.000 300.052 -102.909 403.889 806.850 8.203 0.570 Print TimelDalr.11/1020181012 STAAD.Pro V8i(SELECTserles 5)20.07.10.66 Print Ran 1 ol2n 04,-.. -9 Job No Sheet No Rev Y Sc SiSoe a knee to Microsoft ACreos71 Cir.tow-Caairn Pad Ref Jabrm. /f'f 4 �/ p-a ./ evr/r1OH.r By DickA �07-Octid -18 G Client �/ File RoselI.std nderrme 10-Oct-201816:38 • Node LIC Force-X Force V Force-Z Moment-X Moment-Y Moment-Z (kin) (kiP) (kip) (kipin) (kip int (kipin) 209 3 -0.343 5.361 -0.333 -7.979 -0231 8.101 208 3 0.353 5.280 -0.365 4.750 0.100 -8.520 209 2 -0.302 4.519 -0.292 -6.996 -0.236 7.142 208 2 0.311 4.453 -0.318 -7.630 0.119 -7.512 209 1 -0.041 0.842 -0.041 -0.983 0.006 0.958 208 1 0.042 0.826 -0.047 -1.120 -0.020 -1.008 • PrflmteiDeto:11/10.1201810:23 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 all • Ptar -* Job No Sheet No Rev 'C i Part &Awn licensed 1.3 therooll . . Jot.The Ref (the,- ..1 ....5-4,0=r.Iiitir74 viio 4 BY Dick A Datt7-Oct-18 BBB Chant FIBI RosellL wind shear.std Bilternme 11-Oct-2018 1015 t!.•11;.7.,.. , diSit;:e ....... ..., s". '4'..".• ...._."`Zs- if ,,,,,//"." •r------ v*I-ga.03.4:'4:-...;;.,. ^",//4:07 PO° 1 1 14'VA""';',4'"Inlilltinti . ,,....°/,,i ."..[ IL; 0# Isari 1. 1 t, 4 1 , tv:,:iffrii,4.7c.it,-4,i I'S 1,1*.414=41 II "11g3/4t'}°1 , 1 ''. It\ S•31( `11 ** k . I 11 kk' )10 b,Ske Itc 0.) i•ai 1 `i 111 Load 2 Pfli line/Dator 11/10Y201.3 10'25 STAAD.Pro V81(SELECTseries 5)20.07.10.66 Print Run 1 of 1 Job No Sero Rev Wen licensed to r Part Job Title Ref • /tk2° o.fl, 4cys i Alsrt BY DickA 7-0ct-18 as Dries File Roselli,wind sbeacstd D81eu91° 11-0c1-2018 10:26 Node UC X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 159 2 -0.422 -0.017 -0.001 0.423 -0.000 0.001 -0.000_ 34 2 -0.418 -0.016 -0.001 0.418 -0.000 0.001 0.000 147 2 -0.418 -0.016 -0.000 0.418 -0.000 0.001 0.000 37 2 -0.416 -0.013 -0.000 0.417 -0.000 -0.000 -0.000 37 3 -0.413 -0.045 0.000 0.416 -0.000 -0.000 -0.000 36 2 -0.415 0.015 -0.001 0.416 0.000 0.000 0.000 148 2 -0.414 -0.016 -0.001 0.414 0.000 -0.002 -0.000 43 2 -0.413 -0.016 -0.000 0.413 0.000 -0.002 -0.000 36 3 -0.413 -0.015 -0.001 0.413 0.000 0.000 -0.000 38 2 -0.410 0.006 0.001 0.410 0.001 0.000 -0.000 39 2 -0.410 -0.002 -0.007 0.410 0.000 0.000 -0.000 39 3 -0.407 -0.034 -0.006 0.408 0.000 0.000 -0.000 38 3 -0.406 -0.026 0.002 0A07 0.000 0.000 -0.000 33 2 -0.407 0.002 -0.000 0.407 0.001 0.001 -0.000 159 3 -0.405 -0.028 -0.001 0.406 -0.000 0.001 0.000 46 2 -0.405 -0.004 -0.002 0.405 0.001 0.000 -0.000 33 3 -0.404 -0.030 -0.000 0.405 0.000 0.001 -0.000 45 2 -0.404 0.020 0.000 0.404 -0.001 0.000 0.000 46 3 -0.403 -0.037 • -0.002 0.404 0.001 0.000 -0.000 34 3 -0.402 -0.027 -0.001 0.403 -0.000 0.001 0.001 45 3 -0.402 -0.013 0.000 0.402 -0.001 0.000 0.000 147 3 -0.401 -0.027 -0.000 0.402 -0.000 0.001 0.001 47 2 -0.400 0.013 -0.014 0.400 -0.000 -0.001 -0.000 • 48 2 -0.399 0.006 0.010 0.400 0.001 -0.001 -0.000 48 3 -0.397 -0.028 0.010 0.398 0.001 -0.001 -0.000 47 3 -0.397 -0.021 -0.013 0.398 -0.000 -0.001 -0.000 43 3 -0.397 -0.027 -0.001 0.398 0.000 -0.002 0.000 32 3 -0.395 -0.042 -0.000 0.397 -0.000 0.000 0.001 42 2 -0.397 0.009 -0.000 0.397 0.000 -0.002 -0.000 148 3 -0.396 -0.027 -0.001 0.397 0.000 -0.002 0.000 42 3 -0.395 -0.025 -0.000 0.395 0.000 -0.002 -0.000 183 3 -0.388 -a042 -0.001 0.391 0.000 -0.002 0.003 156 2 -0.388 -0.017 -0.001 0.389 0.000 0.001 0.004 28 2 -0.387 -0.026 0.002 0.388 -0.001 -0.000 -0.000 28 3 -0.384 -0.052 0.002 0.388 -0.002 -0.000 0.000 32 2 -a386 -0.030 -0.000 0.387 0.000 0.000 0.002 27 2 -0.387 0.004 -0.002 0.387 0.001 -0.000 -0.000 41 3 -0.384 -0.040 -0.000 0.386 0.000 -0.002 0.001 27 3 -0.384 -0.021 -0.002 0.385 0.001 -0.000 -0.000 185 3 -0.381 -0.040 -0.001 0.384 0.000 -0.002 0.001 30 2 -0.380 -0.015 -0.021 0.381 0.000 0.001 -0.000 29 2 -0.380 -0.006 0.012 0.381 0.001 0.002 -0.000 30 3 -0.377 -0.041 -0.019 0.380 -0.000 0.002 -0.001 29 3 -0.377 -0.032 0.014 0.379 0.001 0.002 -0.000 25 2 -0.378 -0.013 -0.001 0.379 -0.000 0.004 0.000 24 2 -0.378 -0.010 -0.000 0.378 0.001 0.002 -0.000 Pitt Thie/Datec 11n0001B 1027 STAAD.Pro V8I(SELECTseries 5)20.07.10.66 Print ran 1 of 14 Software licensed to 11.6crosott rwfflo., • Pert 1 4 .zEr 1 ..Job TMs Ref A firAn%cr Shiscr r) , ftrpr_ BY Dick °v7-Oct-18 °^d • G+ae F6s Roselli,wind shear.std Indraw1° 11-Oct-2018 1026 Beam UC Section Axial Bend-V Bend-Z Combined Shear-1/ Shear-Z (ps0 (psi) (psi) (psi) (Psi) (as0 5 3 0.000 226.778 -62.987 763.627 1.05E+3 -16.246 -0.306 180 3 0.500 2.515 -0.650 1.01E+3 1.02E+3 -2.170 0.006 180 3 0.417 2.515 -0.399 987.481 990.395 8.797 0.006 188 3 1.000 0.508 2.331 -983.610 986.449 -71.495 -0.007 180 2 0.500 2.249 -0.613 980.379 983.241 -2.263 0.006 5 2 0.000 197.229 -49.242 730.994 977.466 -15.590 -0.228 188 2 1.000 0.673 2.292 -967.778 970.743 -69.531 -0.007 5 3 1.000 224.526 38.378 -701.869 964.773 -16.246 -0.306 180 2 0.417 2.249 -0.380 955.435 958.064 8.377 0.006 180 3 0.583 2.515 -0.901 952.068 955.484 -13.137 0.006 179 3 1.000 9.789 -1.585 -942.120 953.495 -70.937 0.004 179 2 1.000 9.137 -1.516 -930.487 941.139 -69.033 0.004 147 2 0.000 3.028 472.175 -84.204 939.406 2.358 -20.086 147 3 0.000 1.157 -781.254 -155.155 937.567 10.965 -16.444 308 3 1.000 8.220 -355.593 571.225 935.038 9.511 4.143 179 3 0.500 9.789 -0.507 919.878 930.175 -5.134 0.004 179 3 0.417 9.789 -0.327 917.025 927.141 5.833 0.004 5 3 0.083 226.590 -54.539 641.502 922.632 -16.246 -0.306 180 2 0.583 2.249 -0.846 918.505 921.601 -12.903 0.006 308 2 1.000 7.766 - -349.444 555.822 913.033 9.280 4.075 188 3 0.417 0.508 0.276 907.421 908.205 5.275 -0.007 188 3 0.500 0.508 0.570 905.720 906.797 -5.692 -0.007 5 2 1.000 197.229 26.241 -675.308 898.778 -15.590 -0.228 271 3 1.000 38.937 -116.445 -742.003 897.384 -17.237 -1.749 179 2 0.500 9.137 -0.490 886.308 895.934 -5.191 0.004 179 2 0.417 9.137 -0.319 885.251 894.707 5.450 0.004 147 3 0.083 1.157 -743.986 -148.683 893.826 10.929 -16.444 147 2 0.083 3.028 -826.651 -62.809 892.488 2.358 -20.086 188 2 0.417 0.673 0.273 876.419 877.365 4.951 -0.007 188 2 0.500 0.673 0.561 873.410 874.644 -5.689 -0.007 180 3 0.333 2.515 -0.148 870.965 873.628 19.764 0.006 8 3 1.000 110.141 -56.489 -699.622 868.252 -23.879 0.284 310 3 1.000 14.998 -223.944 621.807 860.748 9.764 _ 2.564 310 2 1.000 15.847 -235.861 608.921 860.629 9.590 2.708 355 3 0.000 89.326 656.575 -111.911 857.812 3.825 23.857_ 5 2 0.083 197.229 -42.952 613.802 853.984 -15.590 -0.228 271 2 1.000 33.150 -104.810 -712.782 850.742 -16.568 -1.823 147 3 0.167 1.157 -706.718 -142.233 850.107 10.892 -16.444 354 3 1.000 113.759 630.332 105.106 849.198 8.504 -23.153 145 2 0.000 0.948 -713.605 -132.986 847.537 9.767 -14.915 180 2 0.333 2.249 -0.147 843.676 846.073 19.018 0.006 147 2 0.167 3.028 -781.128 -61.415 845.571 2.358 -20.086 179 3 0.583 9.789 -0.687 833.250 843.726 -16.101 0.004 308 3 0.917 8.122 -295.861 533.830 837.812 9.511 4.143 8 2 1.000 82.593 -42.629 -710.048 835.270 -24.138 0.200 179 3 0.333 9.789 -0.148 824.689 834.626 16.800 0.004 Peru lime/Date:11n0201e 10:20 STAAD.Pro V81(SELECTseries 5)20.07.10.66 Print Rue 1 of 277 °"` Softwareuaeebrmcroseft "l ,40 t rl^yer" CrA/A/H Port m Job Title Ref . >,og sre •IV"?"?r- o q r BY Dick A ° b o7-Oct-18 a Clint .1 f Ale Rosette,wind shear.std oma'f". 11-Oct-201810:26 Node tic Force-X Force-Y Force-Z Moment-X Moment-Y Moment- • (kip) (kip) (kip) (kipin) (kipin) (kip in) 209 3 0.285 4.207 -0.230 -5.524 0.162 -6.487 209 2 0.248 3.414 -0.182 -4.390 0.183 5.586 209 1 0.038 0.793 -0.048 -1.134 -0.021 -0.901 208 3 -0.044 0.219 -0.182 -4.394 -0.431 1.747 208 2 -0.031 0.141 -0.141 -3.423 -0.431 1.436 208 1 -0.013 0.078 -0.041 -0.972 0.000 0.311 • Pant Tmelnere:176012018 rota STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Mt Run I a 1 Roselli,footings for front corner columns P L 2 in. 6 Input Constants Description Input Constants / P,column load,pounds trir-1111Sc,soil load capacity,psi P := 5611.1bf • 1E__.--A fc,compression stress limit for concrete,psi • lbf 2 in tbp,1 ,.j• fs,tensile stress for steel Sc:= 1500 Z —4 3in. reinforcing bars ft j' 10.903 (for 60 IS rebar,fs=36000 psi) fc := 3000 psi (for 40 ksi rebar,fs=24,000 psi) 11="\ & Ec,modulus of elasticity for fs = 60000•psi 41; S concrete(3,122,019 psi for Ell MI 3000 psi concrete) .004 Ec := 3122019•psi 0.007 Fc=0.003 in/n.,concrete compression strain limit Size of footing surface area required Fs=0.004 in.Pm.,steel reinforcing bar tensile strain limit Sa := P Sc Sa=3.741 412 For balanced condition,Fe=Fs Depth of footing required Min. length of side required Ls := Sa" Ls Ls =23.209 4nb '= 2 b =1 1.604•in Min.base for"Big Foot" or sonos Depth of lower rebar2 0.s d := b— 0.25•ft B := [(Ls) 1 2 n 1 B =26.1894n d=0.717 eft Moment Balance Pressure on soil due to weight of concrete 0.9 flexural resistance factor We := b.150 lbf We =145.056 lbf As(fs)((3)d=P(Ls)/4 ft3 ftMin.cross sectional area of steel required at bottom unless As<0.17 Remaining soil capacity after applying footing 1,s weight As :=P. Sc := Sc— We Sc =1.355.103 • lbf 4•fstd ftAs =0.07 4112 1 Check if upper compression steel is required For balanced condition,Fc=Fs By similar triangles,c/d+0.003/0.007=0.42857 for the balanced condition of Fc=Fs.If c/d>0.42857,then upper compression controls and upper compression steel requirements must be evaluated. B :- Ls 2•b fs a := As (R•B•fc•in) a = 1.557°in a c :_- R c=1.73^in =0.201 If c/d>0.42857,then upper compression steel is d required unless Acs<0.17 If compression steel is necessary e := b- 2.00004•in from the illustration and depth of footing calculation Acs := P Ls 4•fs•R•e Acs =0.063 sin2 Footings are to be "Big Foot" BF 28 with 10 in.dia.tubes, 4 ft.min.below grade and 8 in.min. above grade 2 Job No rheel No 4 l2JR- ,a ecm atom Part Jab Tile „e • • Merl „pge//ire q#01 ,f Eli DickA °07-0Oct18 c^d dd �°Roseastd la”' 10-Oct-201816:38 Floor joists are 2x8s at 16 in.o.c. Window and door heads full lengths • and width:double 2x1 Os All rafters:2x8 Tie members:2x6 at mid height from i upper sill and ridge beam r r" All window sill dates:double 2x6s Ridge beam:2x10 .tr � _ ...Jr 4, c -.;""/P44, ,,,,li 'r. ItItmc ` I uA rat 1 1!4' Face mount hangers: i • Simpson res r_ 4 •r-i r All wall studs:2x6 Simpson MIT49.5 a 7� f, or equivalent,both sidess. '1i ;1 �r -r",.• :4,46: - _y4.rs } .111-:",:i 1j4,. � �:,'gyr Window and door vertical / * :