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0116 OLD TOWN ROAD
�rl 1 ' � i �k i ,j dl ¢, Town of Barnstable - -. Building - -- s�x� r�s,� Post-This Card So That it is Visible From.the:Street:=Approved Plans_Must be Retained on Job and this Card Must be Kept _ 1639 a Yp . Permit g Posted Until Final Inspection Has Been Madec s63p 10 Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3726 Applicant Name: DAVID HODSDON Approvals Date Issued: 11/26/2019 Current Use: Structur t Permit Type: Building-Addition/Alteration-Residential Expiration Date: 05/26/2020 Foundation: , [� Location: 116 OLD TOWN ROAD, HYANNIS Map/Lot: 268-083 Zoning District: RB Sheathing: ITV Owner on Record: FERRELL,CAROLYN V TR Contractor Name: DAVID HODSDON Framing: 1 Address: 439 SOUTH STREET 105172 2 Contractor License: HYANNIS, MA 02601 Est. Project Cost: $ 145,000.00 Chimney: Description: Demo existing deck build new 10x40 addition on back of existing Permit Fee: $789.50 house with new deck on the right as per deisign to extend kitchen Insulation: • Fee Paid: $789.50 and existing bathroom as per design Final: Date: 11/26/2019 Project Review Req: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work Service: 1.Foundation or Footing �� Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). � Fire Department Building plans are to be available on site Final: < All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT I i � oidim�n� 'Rd Fo u � Ct�a arc r �av P 5� - age s3 �a �I30II �1 nforcement action by this office, commence ing action: cease all activities associated with ment. w cause as to why you should not be required days in accordance with Massachusetts N 89 20'30" E p 90.72' I 10.1, Je�._.D-*j�e_. _... .._. __.. _._6,e4� Wig.... .._.._ ..._._ ._... .._.` Exis g — Foun tion -"ti CI- 0.H. W. \ N \ "W � Exis t. D wg. s w ck , m R #116 It cn \ 0 co o \ , l X 7' 0 P. 23.6' \ J --� 48.1' O1� Lot 1 v 001 Z �\ i 10,273E S.F. 5 (10,600t Deed) �} tS1 I'*1 0.0' i Garage 24.1' w � 'o o. 0 f 63.95' l S 89 20'30" W TOWN OF BARNSTABLE ZONING BY-LAW STREET ADDRESS: #116 OLD TOWN ROAD ASSESSORS MAP 238 PARCEL 83 ZONE RB OWNER: GREG & LESLIE KOCH SETBACKS : DEED REF.: BK. 32061 PG. 61 FRONT 20' PLAN REF.: PL. BK. 247 PG. 93 LOT 1 SIDE = 10' REAR = 10' 1 CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE; INFORMATION AND BELIEF THE FOUNDATION PROPERTY LINES SHOWN HEREON SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS WERE COMPILED FROM AVAILABLE OF THE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE. PLANS OF RECORD AND VERIFIED w _ ON-THE GROUND. _ _ ZHOFMASggC - »AS—BOIL T» _ TERRY O ANN - PLOT PLAN THE FOUNDATON DEPICTED ON THIS " WARNER N PLAN WAS LOCATED ON THE GROUND No.38721 IN BY TAPE SURVEY ON JAN. 3, 2020 AND EXISTS AS SHOWN AS OF THE DATE BARNSTABLE, MASS. OF LOCAT70N. SCALE: 1"=20' JAN. 6, 2020 THIS PLAN IS FOR PLOT PLAN I W 70 TERRY A. WARNER, P.L.S. PURPOSES ONLY. 22 LONG ROAD HARWICH, MA. 02645 (508) 432-8309 0 20 40 60 r. - 4. PROJECT NO. 19-190AS Application Number.... .............. ............ . .... . .... ..... .... ..... BAWMABLE, 10q. 56 IPIP MASS. Permit Fee.......................................Other Fee:................. 059. TotalFee Paid............. ................................................. ...... TOWN OF BARNSTABLE Permit Approval by.—.X ......On... BUILDING PERMIT Map........ . . .......:..........Parcel............ ......................... APPLICATION Section 1 — Owner's Information and Project.Location Project Address, 40 fWTVW kff W Village A-1 a a n('s Owners-Name es lle - V Owners Legal Address '7 17 F(v,3 f City State N zip 7 0?0 Owners Cell# E-mail RIn 'It V Section 2 —Use of Structure Use Group_ ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet EV"Single Two Family Dwelling 4 Section 3 —Type'of Permit. - El New Construction 0 Move/Relocate E] Accessory Structure ❑ ge ojlsq, ge El Demo/(entire structure) -0 Finish Basement F-1 Family/Amnesty El %1 e Alan Rebuild H—Deck Apart3nent El S er%ptq- 2'0'A' ddition E] Retaining wall Solar D?1"enovation 11 Pool ❑ Insulationvet Other—Specify Section 4 - Work Description V T.Pqt iinfinted- 11/15001 R M Application Number.................................................... Section 5—Detail i Cost of Proposed Construction Z�eyr Square Footage of Project Age.of Structure 4�z Dig Safe Number ZO # Of Bedrooms Existing Total#Of Bedrooms (proposed) 0 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics j firing Oil Tank Storage , Smoke Detectors EJ, umbing ❑ Gas ❑ Fire Suppression L�Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom j ��� Water Supply L`1 Public ❑ Private Sewage Disposal ❑ Municipal El On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane Cl Yes ❑ No Section 7—Flood Zone Flood Zone Designation Nam_ Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information g p , ems Lot Area Sq. Ft.Zonis District Proposed Use Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) Z- 1 Setbacks Front Yard Required ZO Proposed j Rear Yard Required //0 Proposed Side Yard Required / Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Last updated: 11/15/2018 11 F i { Application Number........................................... Section 9- Construction Supervisor Name '- D U�s � Telephone Number �D e 8,0 S.�G 2 j, Address �� C a �B y � / �2 License Number d 5-6®License Type C� Expiration Date Contractors Email o or' cawc Cell # Z,50 SIfG I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 M CMR,the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780��CMRwn of Barnstable.Attach a copy of your license. Signature Date Section 10 -Home Improvement Contractor Name Telephone Number 6d9Z6C�S-��Z Address 0 Vt e 4WPa City 2w� _State Zip — Registration Number /_o 'Expiration Date o I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 =Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date 1-�_? Z APPLICANT SIGNATURE Signature 2Date /®ZZ Print Name , d /� Telephone Number E-mail permit to: �/ v r��`� Last updated: 11/15/2018 l Section 12 —Department Sign-Offs { Y I Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ r a Fire Department ❑ I Conservation ❑ For commercial work,please take your plans directly to the fire department for approval 9 4 Section 13 — Owner's Authorization as Owner of the subject property hereby authorize J_)AJ i 125 ©AJ �-to;act:on my behalf, in all matters relative to work authorized by this building ermit application for: 1 �✓A �r o 147 S, a (Address of j o ) e of Owner date Print Name i i . I i i Last updated: 11/15/2018 —J;- J f BRB/FND _ 103.25 N 8970*30" E G CB RND/FND 90.72' 102.61 ` 104.87 �� - 10.0' 104 — 1 V 1027,9.. We BBkil�P D P� �� Exist. S.AIS. .102.82_ . . _ . . _ h er Town 103.29 O.H.W 104.7 o �� U2 0 \ Exist. Dwg. 1 N 102.95 \ 1116 s 1 TOF=105.70 1 (Assumed) 1 O N \ 1 Dec 1 0 \ x 1a` �' it . 103.12 � \ ' --A \ \ ot I1 � -o \ 10,2731 S F. \ (10,6001 Deed) 11 � Z co � \\ x 104.36 O 104.26 ° 11 S 103.1 20 Q;�'\ 'c 1 \\ 1�4'05 � 1 . BRB/F ID `� 0 1 103.71 Garage ° 1 4. 0 1 1o03e� \ 3 11 103.11 102.94 A p(ive \103.93 N 1 BRB/FND 102.82 0 - - fog.. CB/RND/FND l0 6' 100.59 63.95' S 8970'30" W 102.48 TOWN OF BARNSTABLE ZONING . BY-LAW STREET ADDRESS: .1116 OLD TOWN ROAD ZONE RB OWNER ASSESSORS GREG & LESLIE KOCH 83 SE78ACKS : DEED REF. BK. 32061 PG. 61 FRONT = 20' PLAN REF.: PL. BK. 247 PG. 93 LOT 1 . SIDE = 10' REAR = f0' I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA RON AND BELIEF THE DWELLING PROPERTY LINES SHOWN HEREON SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS WERE COMPILED FROM AVAILABLE OF THE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE. PLANS OF RECORD AND VERIFIED ON THE GROUND. PL 0 T PLAN THE DWELLING DEPICTED ON THIS SHOWING PROPOSED ADDITION PLAN WAS LOCATED ON THE GROUND IN BY SURVEY ON ✓ULY f, 2019 AND BARNSTABLE, MASS. EXISTS AS SHOWN AS OF THE DATE OF LOCH 110N. SCALE: 1"=20' JULY 23, 2019 THIS, PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S. PURPOSES ONLY. 22 LONG ROAD HARW/CH, MA. 02645 (508) 432-8309 0 20 40 60 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. PROJECT N0. 19-190 Town of Barnstable Building Department Services XASL Brian Florence,CBO ►� Building Commissioner 200 Main Street,Hyannis;MA 02601 www.town.barnstable.maus Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Usirw A Builder I. CA f(52 k y 1") R F ,as Owner of the subject property hereby authorize T�i 0 -I P� D S 1�0� to act on my behalf; i iin all matters relative to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. S a of Owner Signature of Applicant Print.Name Print Name Date i 0TORAMOWNERPERIvIISSIONMIS Rev:0VI6/17 Town of Barnstable Building Department Services Brian Florence,CBO ' Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Pleme Print DATE: JOB LOCATTON: number strut Village "HOMEOWNER": name home phone# work phone# CURRENT MAMING ADDRESS: city/tolm. stabs. tip'code The current exemption for"homeowners"was extended to include owner:occupied dwellW of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFII MON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building`permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\wPFn,EsWORMS%uilding permit fomrs\\EXPRFSS.doc 08/16M Ibiza was a a-hwt�s y 4 M `ff __f LETTERS OF AUTHORITY FOR Docket No. Commonwealth of Massachusetts BA18P1543EA The Trial Court PERSONAL REPRESENTATIVE Probate and Family Court Estate of, Barnstable Probate and Family Court Jeanne Carolyn Ferrell 3-195 Main Street PO Box 346 Barnstable, MA 02630 Data of Death: 05/12/2018 (508)375-6710 To: Carolyn V. Ferrell.-- 439 South Street Hyannis,MA 02601 \� s>?'l• •FS �( ram, \ A ' � ��"� .�1�• vim',' � • " o�/� You have been appointed and qualified as Personal Representative in ❑ Supervised ❑x Unsupervised administration of this estate on October 12,2018 a These letters are proof of your authority to act pursuant to G.L.c. 190B,except for the following restrictions if any: ❑ Pursuant to G. L.c. 19013,§3-108(4),the Personal Representative shall have no right to possess estate assets as provided in§3-709 beyond that necessary to confirm title thereto in the successors to the estate and claims,other than expenses of administration, if any,shall not be paid. ❑ The Personal Representative was appointed before March 31,2012 as Executor or Administrator of the estate. (Do Not Write Below This Line-For Court Use Only) CERTIFICATION 1 certify that it appears by the records of this Court that said appointment remains in full force and effect. IN TESTIMONY WHEREOF I have hereunto set my hand and affixed the seal of said Court. . 4", Date July 22,2019 w. Anastasia W Perrino, Register of Probate MPC 761 (4/16/16) I The Commonwealth of Massachuselft Department of IndustrialAccidents Office of Invadgadons 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lezibiy Name(Business/Organization/Individual): Address �� •��.+'Z3/ City/State/Zip: &'®1-9/� Phone#: .5—Oe 45 QS�L Are you an employer?Check the appropriate box: Type of project(required): 1.22-i'am a employer with- 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- wed on the attached sheet• 7. [D-Mmodeling ship and have no employees These sub-contractors have g• Demolition workingfor mein an capacity. employees and have workers' Y P tY• t 9. addition [No workers'comp.insurance comp•insurance. required-] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.[]Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repair insurance t C. 152,§1(4),and we have no required.] employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box 91 must also fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their worker'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: 11'�f7l0- ,AfZ Policy#or Self-ins.Lie.#: Expiration Date: Z Job Site Address: f/G ®G/� l�'"0t/ � • City/State/Zip: -5f �t. y;'� 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$1,5.00.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for in�ce coverage verification. I do hereby certify under the pains and enahUy ofperjury that the information provided above is true and correct Si ature: Date: Z.0 o i Phone#: XF 7-0 Official use only. Do not write in this area,to be compided 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#: i 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 iri the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also slates that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required" Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public-work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)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 Investigationi 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 bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a can. The Department's address,telephone and fax number: - The Commanwealth of Massachusetts' Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 021.11 - Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mam.gov/dia l i .4C RD® CERTIFICATE OF LIABILITY INSURANCE � 03129i1D9 3,z THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. ff SUBROGATION 1S WANED,subject to the terns and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: KIMBERLY MCKAY McKay Insurance LLC. PHOFxu (AICI Et,, 508-998-0002 wc,No), 508-998-0009 3393 Acushnet Ave. AooREss: Mckayins@yahoo.com New Bedford,,MA 02745 INSURER(S)AFFORDING COVERAGE NAIC S INSURER A: SECURITY NATIONAL INSURED INSURER e: SAFETY � DAVID HODSbON INSURER c: TRAVELERS CAPE COD BUILDERS P.O.BOX 231 INSURERD' EAST FREETOWN,MA 02717 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSO FWULWVD POLICY NUMBER OLIOY EFF POLICY EXP MID LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR PREMISES occurmnce $ 100,000 MED EXP Any one ) $ 51000 A NA„4704000 02/03/19 02/03/20 pERsoNAL&ADvINJuRY $ 1,000,000 GEN'LAGGREGATELIMITAPPLIESPER: GENERAL AGGREGATE $ 2,000,000 POLICY Q JCOT LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ,,000,000 ANYAUTO BODILY INJURY(Per per) $ B OWNED X SCHEDULED AUTOS ONLY AUTOS 6237225 02RMfl9 02/03/20 BODILY INJURY(Per aoddent) $ X HIRED V NON-OWNED PROPERTY DAMAGE AUTOS ONLY ✓� AUTOS ONLY (Par aaideM $ $ UMBRELLA LIAR 1 OCCUR t E EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ 1 I s $ WORKERS COMPENSATION f AND EMPLOYERS'LIABILITY Y I N ' i I X PER ER ANY PROPRIETORIPARTNERIEXECUTTVE s EL EACH ACCIDENT $ 100 Q00 C OFFICERIMEMBER EXCLUDED? ® N f A ) 7p�UB2E10762418 OM3119 02M=O ' (MamlaWry in N Byes,describe under i E.L.DISEASE-EA EMPLOYEE $ 100,000 ( DESCRIPTION OF OPERATIONS below i E.LaISEASE-POLICY LIMB $ 500,000 I!! S 1 I i DESCRIPTION OF OPERATIONS I LOCATIONS I vENICLm(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) A 30 DAY NOTICE OF CANCELLATION IS PROVIDED TO THE CERTIFICATE HOLDER CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN PROOF OF INSURANCE ACCORDANCE WITH THE POLICY PROVISIONS. G AUTHORIZED REPRESENTATIVE i ©1988-2015_ACORF PnRaTinifi. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD b >. Commonwealth of Massachusetts Division of Professional Licensure . Board of Building Regulations and Standards Const�rMlOMA 1Sbpgsvisor CS-069860 i res:05/11/2021 DAVID S HODSDON 1 PO BOX 221 J. �?}� } YARMOUTNP ORT Commissioner �/�e Clanznaa�z�aeall�a�C'l�auac/%�a;eCts office of Consumer Affairs&Business Regulation HOME IMPROVEMENT-CONTRACTOR Registration valid for individual use on1Y pp TYPE:.Indrvidual before the expiration date. If found return to: i eQstiation- g iration Office of Consumer Affairs and Busing Regulation R 1651:72_=�. 07/15/2020 - 1000 Washington Street-Suite 710 LUAVID HODSDON Boston,MA 02118 DAVID S.HODSDON'; 20 NIMBLE HILL OR-':; YARMOUTH PORT,MA-02675 Valltl without signature Undersecretary { i I REScheck Software Version 4.6.5 C�J( Compliance Certificate Project Addition Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 116 Old Town Rd. DSH Inc. Building Contractor Hyannis, MA 02601 P.O.Box 221 Yarmouth Port, MA 02675 Compliance: 3.9%Better Than Code Maximum UA: 76 Your UA: 73 The%iBetter or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies ammm Ceiling 1: Cathedral Ceiling 450 38.0 0.0 0.027 12 Wall 1:Wood Frame, 16" D.C. 480 21.0 0.0 0.057 22 s Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 46 0.300 .14 Door 1: Solid 40 0.270 11 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 420 30.0 0.0 0.033 14 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 780 CMR 51.00: Massachusetts Residential Code,9th Edition, Energy Efficiency requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Addition Report date: 10/30/19 Data filename: Untitled.rck Page 1 of10 7 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified FieldVerified # Pre-Inspection/Plan Review Complies Comments/Assumptions &Re .ID Value Value 103.1, ;Construction drawings and ❑Complies ; 103.2 :documentation demonstrate []Does Not (PR1]1 ;energy code compliance for the ;building envelope.Thermal ' ❑Not Observable envelope represented on . " '` °? ❑Not Applicable ; :construction documents. . 103.1, ;Construction drawings and n. ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. _ : -]Not Observable :Systems serving multiple : .-fir ❑Not Applicable ;dwelling units must demonstrate � I :compliance with the IECC '' ky Commercial Provisions. p e 302.1, ,Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr I Btu/hr ;❑Does Not [PR2]2 on loads calculated per,ACCA Coolin Coolin Manual J or other methods g: ; g: I❑Not Observable 19 Btu/hr Btu/hr ,approved by the code official. ; ; ;❑Not Applicable ; I I I I I 103.1 ;Solar-Ready Roof: New detached r ❑Complies [PR4]1 :one-and two-family dwellings, Y 'z ❑Does Not :and multiple single-family w dwellings(townhouses)with >= ❑Not Observable ,600 ft2 (55.74 m2)of roof area n'❑Not Applicable ; ;oriented between 110 degrees :and 270 degrees of true north :comply with sections AU103.2 ;through AU103.8 (RB103.2 I through R6103.8). fi f 44 T " Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Addition Report date: 10/30/19 Data filename: Untitled.rck Page 2 of10 Section # Foundation Inspection Complies? Comments/Assumptions &.Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation ;❑Does Not gradextends a minimum of 6 in.below :[]Note. Observable ;❑Not Applicable 403.9 Snow and ice-melting system controls controls: [F012]2 installed. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 10/30/19 Data filename: Untitled.rck Page 3 of10 Section Plans Verified Field`Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions: Re '.ID Value g. Value 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance []Does Not ;with the NFRC test procedure or a ; taken from the default table. []NotObservable , M ❑Not Applicable ; 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.5 :❑Not Observable [FR2]1 ;❑Not Applicable 402.1.1, ,Glazing SHGC value(area SHGC: SHGC: ;❑Complies ;See the Envelope Assemblies 402.3.2, :weighted average). ❑Does Not ;table for values. 4023.3,402.5 ;❑Not Observable [FR3]1 :❑Not Applicable 402.1.1, ;Door U-factor. U- U- I❑Complies ;See the Envelope Assemblies 402.3.4 I ;❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's ` ❑Does Not ;instructions. TM 1 []Not Observable []Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ; :or has infiltration rates per NFRC ❑Not Applicable :400 that do not exceed code pP limits. v 402.4.5 IC-rated recessed lighting fixtures a " x: ❑Complies [FR16]2 asealed at housing/interior finish ' x` []Does Not Viand labeled to indicate:52.0 cf n ' leakage at 75 Pa. ❑Not Observable $ , ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics -' v q'❑Complies [FR12]1 :insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where< 3 inches. Supply and ❑Not Observable ; return ducts in other portions of ❑Not Applicable ; ;the building insulated >= R-6 for a > diameter>= 3 inches and R-4.2 s :for< 3 inches in diameter. tk 403.3.5 Building cavities are not used as f ❑Complies ; [FR15]3 ducts or plenums. 4„ N ❑Does Not E ,W ❑Not Observable - []Not Applicable 403.4 111HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 i above 105 4F or chilled fluids :❑Does Not below 55 QF are insulated to>_R- 3 ;❑Not Observable ❑Not Applicable 403.4.1 :Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ._ ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Addition Report date: 10/30/19 Data filename: Untitled.rck Page 4 of10 Section Plans Verified Field Verified # Framing Rough-in Inspection Complies Corriments%Assumptions & Re .ID Value. Value 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 --R-3. ElDoes Not ❑Not Observable i ;❑Not Applicable 403.6 Each dwelling unit of a residential ❑Complies [FR19]2 building provided with ❑Does Not continuously operating exhaust, a supply or balanced mechanical _-: []Not Observable , ventilation that has been site ¢° ❑Not Applicable verified to meet a minimum airflow per Section N1103.6. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 10/30/19 Data filename: Untitled.rck Page 5 of10 Section Plans Verified : . Field Verified # Insulation Inspection Complies? Comments/Assumptions &Req.ID Value Value 303.1 All installed insulation is labeled _ ., ❑Complies [IN13]z or the installed R-values - % a []Does Not provided. []Not Observable ` '. ❑Not Applicable 303.2 ;Wall insulation is installed per P t ❑Complies [IN4]1 manufacturer's instructions. - ` ❑Does Not ❑Not Observable r- ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ; 402.2.7 manufacturer's instructions and ❑Does Not (IN2]1 ;in substantial contact with the ; :underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable ;contact with the top side of r - ;sheathing, or continuous insulation is installed on the underside of floor framing and ,extends from the bottom to the a' ;top of all perimeter floor framing . ;members. 402.1.1, ;Wall insulation R-value.if this is a; R R-f ❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/z of the El Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable ' [IN3]1 ,exterior,the exterior insulation ; I :requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; ; ; 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood :❑Does Not :table for values. [IN1]1 ;❑ Steel ;❑ Steel ;[]Not Observable ; ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 10/30/19 Data filename: Untitled.rck Page 6 of10 Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions' & Req.ID Value Value 303.1.1.1, ;Ceiling insulation installed per w w ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every '300 ft2. ❑Not Observable , ❑Not Applicable ; 303.3 Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating ❑Does Not systems have been provided. []Not Observable ❑Not Applicable 4013 Compliance certificate posted. ❑Complies [FI7)2 - []Does Not N e ❑Not Observable .. ❑Not Applicable 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ',❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ;❑ Steel ;❑Not Observable 402.2.E[FI1) :❑Not Applicable � ; 402.2.3 Vented attics with air permeable Complies [FI22]2 insulation include baffle adjacent El Does Not to soffit and eave vents that , extends over insulation. '' ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation >_R-value of the E❑Does Not adjacent assembly. ❑Not Observable ' ; ❑Not Applicable 402.4.1.2 :Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies [F117]1 :ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. I ❑Not Observable ' ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [FI9]2 installed for control of primary 4 r °' ❑Does Not heating and cooling systems and ;t , initially set by manufacturer to ❑Not Observable code specifications. ` ❑Not Applicable ; 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 loon heat pumps. []Does Not []Not Observable , ❑Not Applicable 403.2 Hot water boilers supplying heat []Complies [FI26]2 through one-or two-pipe heating , - ❑Does Not Fsystems have outdoor setback } ; control to lower boiler water ❑Not Observable temperature based on outdoor f ❑Not Applicable temperature. 403.3..2.1 ;Air handler leakage designated ❑Complies [F[24]1 :by manufacturer at<=2%of ❑Does Not design air flow. []Not Observable ❑Not Applicable ; 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 10/30/19 Data filename: Untitled.rck Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Complies? {omments/Assumptions &Req.ID Value Value 403.3.3 :Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F[27]1 determine air leakage with ft2 j ft2 ;❑Does Not ;either: Rough-in test:Total ; ;leakage measured with a :❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable ; ;w.g.across the system including ; ;the manufacturer's air handier ; enclosure if installed at time of ;test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure.Post- ,construction or rough-in testing j land verification done by a HERS Rater, HERS Rating Field Inspector, or an applicable BPV Certified Professional. 403.3.4 :Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or 1 ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough-in ❑Not Observable I tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.5.1 lCirculating service hot water - []Complies [F[11]2 systems have automatic or . ❑Does Not ; accessible manual controls. m' []Not Observable ❑Not Applicable 403.5.1.1 Heated water circulation systems ❑Complies ; [FI28]2 have a circulation pump.The J, A ❑Does Not system return pipe is a dedicated return pipe or a cold water supply e t' IE]Not Observable ; pipe.Gravity and thermos- .i ❑Not Applicable ; syphon circulation systems are v ; not present.Controls for I circulating hot water system R- pumps start the pump with signal for hot water demand within the occupancy.Controls }' automatically turn off the pump 5 when water is in circulation loop „ V , is at set-point temperature and no demand for hot water exists. .I „ 403.5.1.2 Electric heat trace systems J 7, A ❑Complies [FI29]2 icomply with IEEE 515.1 or UL _ ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the >' � �� ❑Not Applicable Oesired water temperature in the , piping. a. 403.5.2 Water distribution systems that ,� - _ , ❑Complies [F130]z have recirculation pumps that .[]Does Not s pump water from a heated water - bsupply pipe back to the heated []Not Observable water source through a cold []Not Applicable water supply pipe have a '. demand recirculation water F system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold n• _ water piping to 1049F. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 10/30/19 Data filename: Untitled.rck Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value - Value Complies? Comments/Assumptions' &Req.ID 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side - pressure loss of drain water heat ❑Not Observable ❑Not Applicable recovery units < 3 psi foro a; PP individual units connected to one or two showers. Potable water- = side pressure loss of drain water heat recovery units <2 psi for individual units connected to three or or more showers. 1 403.6.1 All mechanical ventilation system ❑Complies ; [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy land airflow limits. ❑Not Observable ❑Not Applicable ; 403.6.2 Installed performance of the -]Complies ; [FI32]3 mechanical ventilation system ❑Does Not tested and verified by a HERS Rater, HERS Rating Field -]Not Observable Inspector, or an applicable BPI a , , ❑Not Applicable Certified Professional, and measured using a flow hood,flow grid, or other airflow measuring device in accordance with either RESNET Standard Chapter 8 or ACCA Standard 5. s 403.6.3 Ventilation devices and ,•. ❑Complies ; [FI33]3 equipment are tested and ❑Does Not certified by Air Movement and x Control Association("AMCA")or []Not Observable Home Ventilating Institute []Not Applicable ; ("HVI")and the certification label '' •rr is afixed to product.Where multiple duct sizes and/or exterior hoods are standard t options,the minimum size shall ; ,not be used. 403.6.4 Sound ratings for fans used for ,Ry❑Complies [FI34]3 whole building ventilation are ❑Does Not rated at a maximum of one sone. ❑Not Observable ; ❑Not Applicable 403.6.5 Owner and the occupant of the "' ❑Complies [FI35]3 dwelling unit provided with ❑Does Not information on the ventilation design and systems installed, c fi ❑Not Observable including instructions on the ".. ❑Not Applicable ; proper operation and maintenance of the ventilation ; systems.Ventilation controls shall be labeled with regard to q, their function. ; I 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 10/30/19 Data filename: Untitled.rck Page 9 of10 section - Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.6 All ventilation air inlets are t, ❑Complies [FI36]3 unobstructed and located a ❑Does Not minimum of 10 feet from other y vent openings that constitute A ❑Not Observable []Not Applicable known contamination sources. , Outdoor forced air inlets are covered with rodent screens..A whole house mechanical ventilation system does not " extract air from an unconditioned t basement unless approved by a ` �f registered design professional. -_ Where wall inlet or exhaust vents , are< 7 feet above finished grade 44 in the area of the venting an identification plate is permanently mounted to the exterior of the building at a >=8 .' feet above grade directly in line with the vent terminal. 404.1 ;75%of lamps in permanent ❑Complies ; [F16]1 fixtures or 75%of permanent E' ❑Does Not ;fixtures have high efficacy lamps. = ;Does not apply to low-voltage 3 ❑Not Observable pp Y 9 ' ❑Not Applicable 9 9 Ali htin pp 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ' ❑Not Observable ..n []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Addition Report date: 10/30/19 Data filename: Untitled.rck Page 10 of10 �( 780 CMR 51 .00: j Massachusetts Residential Code, 9th Edition, Energy [efficiency [energy Efficiency Certificate • maw Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): kmaftwmft ffloftiw ° Window 0.30 Door 0.27 .{- .. Heating System: Cooling System: Water Heater: Name: Date: Comments SEA&B-Engineering P.O.Box.688 Eastham;NIA 02642-0688 (508)240-3987 August 21,2019 OF P. Mr.Frank D. Ciambriello AMMMM ft.tam 302 Setucket Rd. Dennis, NIA 02638' Reference; Koch, 116 Old Town Rd.,Hyannis,IAA Dear Frank, The additions and renovations for this home have been evaluated according to your drawings and the requirements of the 9 h edition of the building code for wind exposure B. ® The second floor wall replacement beam is to be a 7 x 11 7/8 Parallam PSL. This beam may be made up of two Parallam PSL members 3 I/2 in.x 11 7/8 and connected together as shown in sheet 16, Assembly E.These members are to be connected with two rows of 1/2 in.dia.A307 through bolts at 16 in. o.c. Hardware is to be dry or zinc coated but not waxed and with washers on each side. Each bolt is to be torqued to 25 $. lbs.,then each bolt re-torqued.The beam is to be supported at each end with a 3 %2 x 7 Parallam PSL column and each connected to the beam with a Simpson EPC 84 connector. There are also three intermediate 3 %2 x 7 Parallam PSL supports, two of which transition through the first floor to a 3 1/2 in. dia. standard Lally columns,concrete filled s and connected to the PSL column with Simpson LCC7-3.5 connectors. The columns are to be tight fit on steel base plates 10 in. x 10 in. x '/2 in. thick on concrete footings 34 in. min.x 34 in. min. x 17 in.min. deep with no rebar.The base plates are to be l secured with two 7 inch long Hilti bolts into the footings and centered with one each on each side of each column in the direction of the second floor beam. The two columns are to be welded to the base plates with 1/16.in. fillet welds, all around. Where the PSL beams transition through the floor,the joists should be cut and boxed in around the lower end of the column as required, and the lower end of the PSL column tightly secured at the first floor level. The lower ends of all other PSL columns are to rest on sill plates on the foundation walls and are to be boxed in and tightly secured. Wind load selection is based.on based on roof pitch,wall and roof surface area; and area section location.For the 45 degree roof angle,maximum horizontal wind load is 21.8 psf. This resolves to a vertical wind loading of 10.9 psf. For the dormer and porch roof angles of 1.4.036 degrees,maximum horizontal wind load is 29.1 psf. This resolves to a vertical wind loading of 6.85 psf. Horizontal wind load.for external walls is 22.6 psf. Snow load is 25 psf. Total vertical loading on the roof consists of snow plus %2 vertical wind and material weight. Internal floor live loads are 40 psf.All material weight is evaluated and combined in by the computer. f Analytical Sheets ® Sheets 1 to 7 show the section model,vertical loading illustration,node identification, member identification,node deflections,maximum member stress,and support reactions for the vertically loaded model. ® Sheets 8 to 11 show the same parameters for the wind shear model as sheets 2, 5,6 and 7 show for the vertically loaded.model. ® Sheets 12 to 15 are the analytical sizing sheets for the wall replacement beam and the column footings.. e Sheet 16 shows requirements for connecting multi member PSL beams together.. Please let me know if you have questions. Regards, Richard P. Anderson �OF P. No. 19M . .r F f Job No Sheet No Rev 1 Software licensed to Microsoft Part Job Title Ref By Dick A Dlte21-Aug-19 Chd Client File KOCh.Std Datelrme 21 AUg-2019 13:19 k / i r j a nV Load 7 7 1 i - t i Print Time/Date:21/Ot3/201913:30 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 y4 Job No Sheet No Rev 2 .............:..._Software licensed to Microsoft Part Job Title Ref C9 CI lent By DickA D"21-Aug-19 Chd File KOChstd Date/rime 21 Aug-201913:19 ---- IL - i P F J II Load 2 i y " Print rime/Date.21/08/201913:30 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 Job No Sheet No Q Rev Software licensed to Microsoft Part Job Title Ref clierrt DiCkA Date21-Aug-19 chd File KOCh.std Date/Tme 21 Aug-2019 13:19 1 3 4 12 -= 6 AD �8 e '1 Load 2 Print Time/Date:21/08/201913:32 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 Job No Sheet No ` Rev d Software licensed to Microsoft Part Job Title Ref 'PAb 01 By Dick oat"21-Aug-19 chd Client File Koch.std DateJTime 21 Aug-2019 13:19 a 15...- - 17 9 1612... 1 6 2 14 10 13... 5 1 Load 2 . 1 l ..l Print Time/Date:21/08/201913:32 • STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 i Job No Sheet No Rev Software licensed to Microsoft Part Job Title Ref 41,1mr 9 By Dick °"e21-Aug-19 Chd client File Koch.std 21-Aug-201913:19 Node UC X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 2 3 -0.001 !0.021 0.000 0.021 0.000 0.000 -0.000 2 2 -0.001 -0.021 0.000 0.021 0.000 0.000 -0.000 12 2 -0.012 -0.014 0.000 0.019 0.000 0.000 -0.000 12 3 -0.012 -0.014 0.000 0.019 0.000 0.000 -0.000 11 2 -0.010 -0.015 0.000 0.017 0.000 0.000 0.000 11 3 -0.010 -0.015 0.000 0.017 0.000 0.000 0.000 3 2 -0.011 -0.013 0.000 0.017 0.000 0.000 -0.000 3 3 4011 -0.013 0.000 0.017 0.000 0.000 -0.000 4 2 -0.010 -0.008 0.000 0.013 0.000 0.000 0.000 , 4 3 -0.010 -0.008 0.000 0.013 0.000 0.000 0.000 5 2 -0.006 -0.007 0.000 0.009 0.000 0.000 0.000 5 3 -0.006 -0.007 0.000 .0.009 0.000 0.000 0.000 6 2 -0.004 -0.001 0.000 0.004 0.000 0.000 0.000 6 3 -0.004 -0.001 0.000 0.004 0.000 0.0001 0.000 5 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 P13 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7 3 0.000 0.000 0.000 0.000 0.0001 0.000 0.000 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8 3 0.000 0.000 0.000 0.0 8 000 0.000 0.000 0.000 9 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 1 0.000 0.000 0.000 0.000 0.0001 0.000 0.000 10 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 - 1 1 0.000 0.000 0.000 0.000 0.0001 0.000 0.000 r .Print Time/Oate:2110&2019 13:33 STAAD.Pro V8i(SELECTsedes 5)20.07.10.66 Print Run 1 of 1 F 1 s Job No Sheet No Rev Software licensed to Microsoft Part Job Title Ref j� By Dick Dte21-Aug-19 chd Client OFFile Koch.std Date rime 21-Aug-2019 13:19 Beam UC Section Axial Bend Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) (psi) (psi) (psi) 1 3 1.000 201.728 0.000 -28.104 229.833 -0.234 -0.000 1 2 1.000 201.728 0.000 -28.104 .229.833 -0.234 -0.000 1 2 0.917 201.728 0.000 -24.559 226.288 -0.234 0.000 1 3 0.917 201.728 0.000 -24.559 226.288 -0.234 1 0.000 1 2 0.833 201.728 0.000 -21.015 222.743 -0.234 0.000 1 3 0.833 201.728_ 0.000 -21.015 222.743 -0.234 0.000 1 2 0.750 201.728 0.000 -17.470 219.198 -0.234 0.000 1 3 0.750 201.728 0.000 -17.470 219.198 -0234 0.000 1 3 0.000 201.728 0.000 14.432 216.161 -0.234 0.000 1 2 0.000 201.728 0.000 14.432 216.161 -0.234 0.000 1 2 0.667 201,728 0.000 -13.925 215.654 -0.234 0.000 1 3 0.667 201.728 0.000 -13.925 215.654 -0.234 0.000 1 .3 0.083 201.728 0.000 10.888 212.616 -0.234 0.000 1 2 0.083 201.728 0.000 10.888 212.616 -0.234 0.000 1 2 0.583 201.728 0.000 -10.381 212.109 -0.234 0.000 1 3 0.583 201.728 0.000 -10.381 212.109 -0.234 0.000 1 3 0.167 201.728 0.000 7.343 209.071 -0.234 0.000 1 2 0.167 201.7281 0.000 7.343 209.071 -0.234 0.000 1 3 0.500 201.728 0.000 -6.836 208.564 -0.234 0.000 1 2 0.500 201.728 0.000 -6.836 208.564 -0.234 0.000 1 2 0.250 201.728 0.000 3.798 205.527 -0.234 0.000 1 3 0.250 201.728 0.000 3.798 205.527 -0.234 0.000 1 3 0.417 201.728 0.000 -3.291 205.020 -0.234 0.000 1 2 0.417 201.728 .0.000 -3.291 205.020 -0.234 0.000 1 3 0.333 201.728 0.000 0.254 201.982 -0.234` 0.000 1 2 0.333 201.728 0.000 0.254 201.982 -0.234 0.000 12 2 1.000 10.535 0.000 -114.499 126.033 -4.100 -0.000 12 3 1.000 10.535 0.000 -114.499 125.033 -4.100 -0.000 17 2 0.000 76.400 0.000 -42.539 118.939 0.901 0.000 17 3 0.000 76.400 0.000 -42.539 118.939 0.901 0.000 4 3 1.000 16.1791 0.000 -99.078 115.258 -4.726 -0.000 4 2 1.000 16.179 0.000 -99.078 115.258 -4.726 -0.000 17 2 0.083 76.400 0.000 -37.957 1141.357 0.901 0.000 17 3 0.083 76.400 0.000 -37.957 114.357 0.901 0.000 17 3 0.167 76.400 0.000 -33.375 109.775 0.901 0.000 17 2 0.167 76.400 0.000 -33.375 109.775 0.901 0.000 17 3 0.250 76.400 0.000 -28.793 105.193 0.901 0.000 17 2 0.250 76.4001 0.000 -28.793 105.193 0.901 0.000 4 2 0.917 16.1791 0.000 -84.614 100.794 -4.726 0.000 4 3 0.917 16.1791 0.000 -84.614 100.794 -4.726 0.000 17 3 0.333 76.400 0.000 -24.212 100.612 0.901 0.000 17 2 0.333 76.400 0.000 -24.212 100.612 0.901 0.000 17 3 0.417 76.400 0.000 -19.630 96.030 1 0.901 0.000 17 2 0.417 76.400 0.000 -19.630 96.0301 0.901 0.000 6 3 1.000 41.573 0.000 52.571 94.144 0.737 -0.000 6 2 1.000 1 41.573 0.000 52.571 94.144 1 0.737 -0.000 Print TimeNate:21/08/2019 13:34 STAAD.Pro V8i(SELECTSedes 5)20.07.10.66 Print Run 1 of 14 9 Job No Sheet No Rev ';. :... .. .._Software licensed to Microsoft Part Job Title Ref By DickA Datp21-Aug-19 Chill Client File Koch.std Date/rme 21-Aug-2019 13:19 Node L/C Force-X Force Y Force Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip in) (kip in) (kip-in) 7 2 -0.609 2.051 0.000 0.000 0.000 25.298 7 3 -0.609 2.051 0.000 0.000 0.000 -25.298 1 3 0.001 1.059 0.000 0.000 0.000 -0.044 1 2 0.001 1.059 0.000 0.000 0.000 -0.044 10 2 0.611 0.730 0.000 0.000 0.000 -5.512 10 3 0.611 0.730 0.000 0.000 0.000 -5.512 9 2 -0.004 0.104 0.000 0.000 0.000 0.140 9 3 -0.004 0.104. 0.000 0.000 0.000 0.140 9 1 0.000 0.000 0.000 0.000 0.000 0.000 8 3 0.000 0.000 0.000 0.000 0.000 0.000 7 1 0.000 0.0001, 0.000 0.000 0.000 0.000 10 1 0.000 0.000 0.000 0.000 0.000 0.000 8 2 0.000 0.000 0.0001 0.000 0.000 0.000 8 1 0.000 0.000 0.0001 0.000 0.000 0.000 1 1 0.000 0.000 0.000 0.000 0.000 0.00 0 i 6 Print Time/Date:21/09/201913:34 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 Job No Sheet No Rev i . . Software licensed to Microsoft Part Job Title Ref Client v ' By Dick 0"21-Aug-19 Chd File Koch,wind sheacstd Datertiime 21-Aug-201913:28 i �6' f 6� Load 2 t Print rmerDate:ztroer2o1s1s:zs STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 r Job No Sheet No Rev Software licensed to Microsoft Part Jab Title Ref By Dick Date21-Aug-19 Chd Client File Koch,wind shear.std DeteRnre 21 Aug-201913:28 Node UC X-Trans Y-Trans Z-Trans Absolute[EY-(RotaY-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) 4 3 -0.007 -0.007 0.000 0.010 0.000 -0.000 4 2 -0.007 -0.007 0.000 0.0100.000 -0.000 5 2 -0.007 -0.007 0.000 0.010 0.000 0.000 5. 3 -0.007 -0.007 0.000 0.0100.000 0.000 2 3 -0.000 -0.009 0.000 0.0090.000 -0.000 2 2 -0.000 -0.009 0.000 0.0090.000 -0.000 12 2 -0.006 -0.005 0.000 0.0080.000 -0.000 12 3 -0.006 -0.005 0.000 0.008 0.000 0.000 -0.000 3 2 -0.005 -0.005 0.000 0.007 0.000 0.000 -0.000 3 3 70.005 -0.005 0.000 0.007 0.000 0.000 -0.000 11 2 -0.005 -0.005 0.000 0.007 0.000 0.000 0.000 11 3 -0.005 -0.005 0.000 0.007 0.000 0.000 0.000 6 3 -0.005 0.600 0.000 0.005 0.000 0.000 -0.000 6 2 70.005 0.000 0.000 0.005 0.000 0.000 -0.000 1 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 2 0.000 0.000 0.000 0.000 7 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8 3 0.000 A.000 0.000 0.000 0.000 0.000 0.000 9 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 3 0.000 0;000 0.000 0.000 0.000 0.000 0.000 11 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12 1 0.000 0.000 0.000 0.000 05-0-01 0.000 0.000 8 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 1 0.000 0.0001 0.0001 0.000 0.000 0.000 0.000 I .-.: PrintTlmelDate:21/08/201913:36 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run t of 1 L - Job No Sheet No Rev 4f 0 Software licensed to Microsoft Part Job Title Ref By Dick ° 21-Aug-19 cnd Client File Koch,wind Shear.std °ater"me 21-Aug-201913:28 Beam L1C Section Axial Bend-Y Bend Z Combined Shear-Y Shear-Z (Psi) (Psi) (Psi) (Psi) (Psi) (Psi). 9 3 0.000 10.444 0.000 -155.630 166.074 13.588 0.000 9 2 0.000 10.444 0.000 -155.630 166,074 13.588 0.000 9 -- 3 1.000 10.444 0.000 114.392 124.836 -12.360 -0.000 9 2 1.000 10.444 0.000 -114.392 124.836 712.360 -0.000 1 3 1.000 84.171 0.000 -15.015 99.185 -0.125 -0.000 1 2 1.000 84.171 0.000 -15.015 99.185 -0.125 -0.000 1 2 0.917 84.171 0.000 -13.127 9-7 298 -0.125 0.000 1 3 0.917 84.171 0.000 -13.127 77.298 -0.125 0.000 9 3 0.083 10.444 0.000 -85.585 96.029 11.425 0.000 9 2 0.083 10.444 0.000 -85.585 96.029 •11.425 0.000 1 3 0.833 84.171 0.000 -11.239 95.410 -0.125 0.000 1 2 0.833 84.171 0.000 -11.239 95.410 -0.125 0.000 1 2 0.750 84.171 0.000 - -9.351 93.522 -0.125 0.000 1 3 0.750 84.171 0.000 -9.351 93.522 -0.125 0.000 9 3 0.500 10.444 0.000 82.981 93.424 0.614 . 0.000 9 2 0.500 10.444 0.000 82.981 93.424 0.614 0.000 1 3 0.000 84.171 0.000 7.640 91.811 -0.125 0.000 1 2 0.000 84.171 0.000 7.640 91.811 -0.125 0.000 ' 1 3 0.667 84.171 0.000 -7.463 91.634 -0.125 .0.000 1 2 0.667 84.171 0.000 -7.463 91.634 -0.125 0.000 9 3 0.583 10.444 0.000 80.362 00.806" -1.549 0.000 t 9 2 0.583 10.444 0.000 80.362 90.806 -1.549 0.000 t 1 2 0.083 84.171 0.000 5.752 89.923 -0.125 0.000 1 3 0.083 84.171 0.000 5.752 89.923 -0.125 0.000 1 2 0.583 84.171 0.000 -5.575 89.746 -0.125 0.000 1 3 0.583 84.171 0.000 -5.575 89.746 1 6.125 0.000 1 2 0.167 84.171 0.000 3.864 88.035 -0.125 0.000 1 3 0.167 84.171 0.000 3.864 88.035 -0.125 0.060 1 2 0.500 84.171 0.000 -3.687 87.858 -0.125 0.000 1 3 0.500 84.171 0.000 -3.687 87.858 -0.125 0.000 1 3 0.250 84.171 0.000 1.976 86.147 -0.125 0.000 1 2 0.250 84.171 0.000 1.976 86.147 -0.125 0.000 1 3 0.417 84.171 0.000 -1.800 85.970 -0.125 0.000 1 2 0.417 84.171 0.000 -1.800 85.970 -0.125 0.000 1 3 0.333 84.1 11 0.000 0.088 84.259 -0.125 0.000 ' 1 2 0.333 84.171 0.000 0.088 84.259 -0.125 0.000 9 3 0.417 10.444 0.000 73.489 83.933 2.776 0.000 9 2 0.417 10.444 0.000 73.489 83.933 2.776 0.000 9 2 0.667 10.444 0.000 65.632 66.076 73.711 0.000 9 3 0.667 10.444 0.000 65.632 76.076 -3.711 0.000 6 3 1.000 54.962 0.000 -16.640 71.602 -0.231 -0.000 6 2 1.000 54.962 0.000 -16.640 71.602 -0.231 -0.000 6 2 0.917 54.962 0.000 -14.561 69.523 -0.231 0.000 -- 6 3 0.917 54.962 0.000 -14.561 69.523 -0.231 0.000 6 3 0.833 54.962 0.000 -12.483 67.445 -0.231 0.000 6 2 0.833 54.962 0.000 -12.483 67.445 -0.231 0.000 Printrime/Date:21/08/201913:37 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 - Print Run 1 of 14 I Job No Sheet No Rev Software licensed to Microsoft Part Job Title Refelm rEly , Dick A Date21 Aug-19 Chd Client File Koch,wind shear.std Daterrme 21 Aug-201913:28 Node L/C Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip'in) (kip-in) (kip-in) 10 3 0.220 0.677 0.000 0.000 0.000 -2.460 10 2 0.220 0677 0.000 0.000 0.000 2.460 1 2 0.001 0.442 0.000 0.000 0.000 -0.023. 1 3 0.001 0.442 0.000 0.000 0.000 -0.023 7 2 0.977 0.138 0.000 0.000 0.000 -15.788 7 3 0.977 0.138 0.000 0.000 0.000 -15.788 8 2 0.000 0.000 0.000 0.000 0.000 0.000 8 3 0.000 0.000 0.000 0.000 0.000 0.000 9 1 0.000 0.000 0.000 0.000 0.000 0.000 8 1 0.000 0.000 0.000 0.000 0.000 0.000 7 1 0.000 0.000 0.000 0.000 0.000 0.000 10 1 0.000 0.000 0.000 0.000 0.000 0.000 1 1 0.000 0.000 0.000 0.000 0.000 0.000 9 2 0.159 -0.003 0.000 0.000 0.000 -3.368 9 3 0.159 -0.003 1 0.000 0.000 0.000 -3.368 .I PrintTime/Date:21/0WO1913:37 STAAD.Pro V8i(SELECTsedes 5)20-07.10.66 Print Run 1 of 1 Koch, wall replacement beam, 7 x 117-8 stretch Parallam PSL L]H ri A-1 Beam Length: 327.0 in Location: 0.0 in F-0.01758835 ( sf in 0.4142784 Deflection 0.0 0.3485868 ......... deg -0.4970596 Slope 0.01439419 312427.8 H i lb-In it -414568.9 Moment 0.0 .......... 1376782 1b �P 71" 14431.07 Shear 2773.664 2519.45 Tilt, jn2 H.1 ITI 1 - 2519.492 Bending Stress Tensile:0.0 Compressive:0.0 173.6069 Win 1- 0.0 Average Shear Stress 33.36739 ** Koch, wall replacement beam, 7 z 11 7-8 stretch Parallam PSL *' BEAM LENGTH = 327.0 in MATERIAL PROPERTIES Modulus of elasticity = 2000000.0 lb/in' CROSS-SECTION PROPERTIES Moment of inertia = 977.0 in^4 Top height = 5.9375 in Bottom height 5.9316 in Area = 83.125 in UNIFORMLY DISTRIBUTED FORCES 2.167 lb/in at 0.0 over 327.0 in 128.2 lb/in at 0.0 over 327.0 in SUPPORT REACTIONS * * Simple at 0.0 in Reaction Force =-2773.664 lb Simple at 60.0 in Reaction Force =-11232.02 1b Simple at 110.0 .in Reaction Force = 8600.108 lb Simple at 152.16 in Reaction Force =-28198.89 lb Simple at 327.0 in Reaction Force =-9025.55 lb MAXIMUM DEFLECTION *** 0.4142784 in at 249.6276 in No Limit Specified +�XI^riUtfi BENDING I•IOMENT **' 414568.9 lb-in at 152.16 in ilk XlMUM SHEAR FORCE *** -14431.07 lb at 152.16 in M.PDXIMUM STRESS **x Tensile = 2519.45 lb/inz No Limit specified Compressive = 2519.492 lb/inz No.Limit specified Shear (Avg) = 173.6069 lb/inz No Limit specified i i ' J Koch,footings for two columns supporting the second door support FSL beam 2 i3 6 Input Constants Description Input Constants P,column load,pounds 0 Sc,soil load capacity,psf P := I 1482•lbf fc,compression.stress limit - for concrete,psi lbf Q i3L oc��►•a fs,tensile stress for steel Sc :- 1�25 2 3 SIL e reinforcing bars � for 60 ksi rebar,fs=36000 psi} fc 3000•pSi 1- (for 40 ksi rebar,fs=24,000 psi} �¢ Ec,modulus of elasticity for fs := 60000•psi concrete(3,122,019 psi for P004 3000 psi concrete) Ec = 3 I22019•pSi Fe=0.003 in./in.,concrete compression strain limit Size of footing surface area required Fs= 0.004 in./in., steel reinforcing bar tensile strain limit P , Sa:= Sc Sa=7.529 oft'- For balanced condition, Fe=Fs c Depth of footing required Min. length of side required Ls .= SaU b Ls - Ls =32.927-in 2 b = 16.464-in. Y Min. base fdr"Big Foot" or sonos Depth of lower rebar (Ls}� 0.5 L B =37.154-in d=1.1.22-ft Moment Balance Pressure on soil due to weight of concrete := 09 flexural resistance factor WC := b•1.50 lbf lbf We =205.795 As(fs)(�i)d=P{Ls}/4 ft' ft' lain. cross sectional area of steel required at bottom unless As <0.17 Remaining soil capacity after applying footing Ls weight As := P Se Se- We SC =1.319.10 3 lbf 4-fs•(3•d ' fe As =0.13 oir i Check if upper compression steel is required For balanced condition,Fe=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 a .= As fs (P•B•fc•in) a=2.899-in a 1 c .=- c =3.21 -in c — =0 23s 1f 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 t _ Acs .= P. Ls a.fs..0..e Acs =0121 -in' Footings are.to be 34 in. rein.x 34 in.ruin.x 17 in.min. deep with no rebar 2 5 �6' N F �'-'+': �@ �a� ADED AMS u— Nflani(;lum Uiti alfm €ead Appiiad !.�0 E11ther Outside 1;4a111bvi. (PIU) Assembly A Assembly B Assembly C Assembly D Assembly E Assembly F I i Connector Pattern T 2g 31' R 3W 1W 3W !yt° 1 Number of Connector 31/1, 514' 5VV 7° 7 7' C Dnneclor Type On-Center Rows Spacing 2-Pfy 3-ply 2-ply 3-Ply 2-ply 104L(0.128"x 30) 1 2 1 12" 370 280 280 250 ! goxtlaiin' 1 3 1 12" 560 420 420 370 24' ( 510 390 520 465 960 340 Iff A3D7 Through 8aitsM171 a 19.2" i 640 475 650 580 1,075 i 4125 t&" 765 _ 570 780 700 1,290 510 24 t 460 345 345 395 SDS rR,x 8r/z„ 2 19.2" 575 438 430 386 or WS35(41 i 16° 690 529 526 489 i i i 24" 3da _460 395 } SDS t/c"x 6" ; orWs6mm 2 19.2" 389 575 389 l 1S" i 409 596 480- { t 3 24 _ 525 395 395 35© 3'frussLokM 2 19.2' 1 655 495 495 440 i _ 16° 794 i 595 595 525 _ 5" 24" 1375 410 355 1 500 385 TrussLakr?s 2 1 19.2" { 470 5I5 { -455 625 455 t6" { 565 615 55D 750 550 1 3' 24n ) 335 _ 550 335 f` Trussla(d+, 2 19.2" {^ i 420 ? _ 690 420 { 16' j 505 82' 505 i (1)Nailed connection values maybe doubled for b'on-can=r or tripled for 4'on-center nail spacing. -(2)Washers required.Bolt holes to be Mil maximum. 'M 6'SDS or f1S scrars can be used vrith Parallam=PSL and Microllam=M but are riot recommended for TimberStrand3 ESL (4)24"on-center bolted and screwed connection values maybe doubled for 12`an-center spacing. s)L1mple-iYiem, ber csl7iti8`L'vi1lti± _niyfif.--r'ijc 300 PLF 420 PLF a Connections are based on NDSO 2001. j s Use specific gravity of 0.5 when designing lateral connections- F ilaiues listed are for 1001 stress level.Increase I5°a for snow-loaded roof conditions or 25%for non-snow roof conditions.where code allots. l� Bold Italic cells indicate Connector Pattern most be installed an both sides_ Stagger fasteners on opposite side of beam by�i the required Connector E Spacing. \� 3 Verify adequacy of beam in sllavrahla load tables on paves 11i-33. First,check the allowable load tables an pages 16-33 to verify that 3 a 7'viide beams should be side-loaded only whan loads are applied to both sides nieces can.carry the total load of 720 pif with proper live load deflection of the member(to minimize rotation). criteria.Maximum bad applied to either outside member is 420 oil'.For a 3-ply IV'assembly,2 rmvs of 10d(3')nails at 12"an-center is gaud for 19iriimum end distance for baits and screws is 6°. only 280 pit.Therefore,use 3 raws of 10d(3')nails at 12'on-center(good ` a Beams wider than 7'require special consideration by the design professional. fer 420 A. �= fl Alternates: roves of n'bolts or SOS W x 3 z'screws at 19.2'on-center. iLevei Trus.foist`Beam.Header.and Column Speci ier's Guide T.I-9000 November 2006 I T 1 a Richard Anderson se .enqrj@ o or-c Change for Koch >�u ssS Y•,G�6 4r Fs a - P : Aug 22, 2019 at 3:21:20 PM To: faciam@comcast.net Hi Ann and Frank, Attached changes are to provide for the longer wall replacement beam. Please change my report as follows: * Replace the first page of text with the two attached. * Replace sheets 12 and 13 with the attached. * Remove sheet 14 ' * Add new sheets 14, 15 and 16 Thanks to Download &0 MB ' e t i r i 4 E E Y Frond Richard Anderson seen ( oLc . Ija Change for Koch Date: Aug 22, 2019 at 3:21:20 PM To: faciam@comcast.net Hi Ann and Frank, Attached changes are to provide for the longer wall replacement beam. Please change my report as follows: * Replace the first page of text with the two attached. * Replace sheets 12 and 13 with the attached. Remove sheet 14 * Add new sheets 14, 15 and 16 J Thanks p t Download `� a Scan0347.pd11; 3.0 M 8 r i t From: Richard Anderson aegr@c . cm u e4c: Change for Koch. a ate: Aug 22, 2019 at 3:21:20 PM To. faciam@comcast.net Hi Ann and Frank, Attached changes are to provide for the longer wall replacement beam. Please change my report as follows: NfReplace the first e of text with the e two.attached. * Replace sheets 12 and 13 with the attached. Remove sheet 14 Add new sheets 14, 15 and 16 Thanks 3.0 M B P Analytical Sheets a Sheets 1 to 7 show the section model, vertical loading illustration,node identification, member identification,node deflections,maximum member stress,and support reactions for the vertically loaded model. e Sheets 8 to I I show the same parameters for the wind shear model as sheets 2, 5, 6 and 7 show for the vertically loaded.model. e Sheets 12 to 15 are the analytical sizing sheets for the wall replacement beam and the Column footings.. e Sheet 16 shows requirements for connecting multi member PSL beams together. Please let me know if you have questions. Regards, Richard P.Anderson j P. ` r Zo � Town of Barnstable Regulatory Services ,. Thomas F.Geller,Director r ♦ To,3 i y� #§RARNSUBM MASS Building Division !�" .€a`,rA E. 6 ��e Tom Perry,Building Commissioner 200 Main Street, .Hyannis,MA 02601 `' -11 www.town.barnstable.ma.us Office: 508-862-4038 a1F,ax 508-7 0 62 0 PER ffT# 0 b vl�2 FEE: $ SHED REGISTRATION 200 square feet or less C� r Location of shed(a ess) Vitlag , Properly owner's name I h e number ize of S ed Map/Parcel# ignature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(sign„-e is required) =" Sign off hours for Conservati n 8:00-9:30'&`3c3D 301 PLEASE NOTE: IF YO WITHIN JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY B VIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. 1 TIUS FORM MUST BE ACCOWANIED BY A PLOT PLAN s� Q-forms-shedreg � REV:05201 i Map Page 1 of 1 Town of Barnstable Geographic Information System New sear Parcel Viewer Custom Map Abutters Map Size ® Zoom Out I d d I A I,In Y 1 Turnmap layers on/off by nht � ® g=JPG selecting check boxes below —208081 r, 2M91 [ Town Boundaries 464 rl Road Names 268082 p 12t1 [-� Voter Precincts 13 " (r w( Map&Parcel Numbers rv! Parcels 0 r! FEMA Q3 Flood Zones(Current Maps) Not for official Flood hazard determ ' ; .�,!:• �, _ , Cl AE(100 yr flood) AO(100 yr Flood) '21MIl � ,yr ,,, ` X 12J VE(100 yr flood w/wave action) X500(500 yr Flood) ,. 88283 l FEMA Preliminary Proposed Zones(sut d o2E8083 Expected Adoption:Summer 2013 I - 'mile k AE-100 year Flood o .) tyw AO-100-year Flood _ -Y AH-100-year flood VE-Velocity Zone 0.2%Annual Chance Flood 288W,4 i } F. Neighboring Towns fr\ y ,4' t,* Water Streams �Qt � Y � 288084 ' rl, Jetties min ❑ X 2e807J 0 34r Feet ,. �,. �, ) ! Edge of Water Marsh Set Stale 1"=33 ! I Aenal Photos �-. I MAP DISCLAIMER ; Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or wmments to GIS Barnsrable.MA v1.2.4379(Production) I t 1 I I I i http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=268083 6/4/2012 { i l.r; 1 i, .. �! - - ��:i}r. _ ,I. ��h�L' �{iE .5.� i .-t'I�l S •,1 `, I r _ 1�_ . I , t l ADJVsr F/TCN r IF .t r �4 ` }d.i,s ' i j (Jj — $F tablel ldg. Dept. Tu _ arn �-` 4 ppproved'UV IF 1 2 fA. 4 I T . � "7P i S O fJ13 -ry.Yv'f:TO/✓f'.`�' i i s h,I t '` Y } 15' L. -- ° To r 3 T j t �lflfll77ON 17. • I 4y is d S S-• .. /v } 2� � j -- _— ` I r//•�au.bc 1, ! 'goyo TEJB Jlo+f}sij I ---.. NOTES: _ ; .. i' si ►PsoN- .�e0a� 0�1!i 1 I i .�'19-.4'4:r3.osLs' .��1/.tT/.✓L � L THE ANALYTICAL SPECIFICA ION PORT BY SEA&B ENGINEERING DATED 2/ /g r, IS APPLICABLE TO THIS DES GN. _ _..._ ��� I. } 2. BUILDER WILL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 3. SOME DIMENSIONS MAY VARY. FIELD CONDITIONS WILL PREVAIL l �1 1. AS LONG AS THE STRUCTURAL INTEGRITY IS NOT AFFECTED. ADDRESS t {4. STRUCTURAL CHANGES MUST BE APPROVED BY SEA&B ;, i AI /_7 NS ENGINEERING. os,;o sY N DRAWN I. 5. WINDOW&DOOR SIZES TO BE VERIFIED BY BUILDER PRIOR tf0 �4— �r FR�rrK D.CIAM&RIE bO F.D_C, CONSTRUCTION 1� tDATE -- sS REV. EV. ; ._--... �._'�--t-• _ ' ' V / 508385.22666VPCFJFAX FOON SOCIETY I' _, a ,. s 774.333.6@29 ceu OPAACARECM . { :� ( .. �,�w� r FACI4LQECOAICAFT.NAT PROFESSIONAL REV AF♦'IUATE TAKAN 3-Firucaer ROAD nMIM MA 02619 WSfI0tIT1TF OF I REV ' EL Evi47"" �c� Jti3 i ''; i o. "