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0067 SCHOOL STREET
F a i r Client Stephen O Neil Proposal# ADVANCED Project Address 67 School St,Hyannis MA,02601 J1810244482 INSUIATIONPhone (508)326-0447 Registration ICYNENEasLAPOLLA ..,... „ Email stephenoneilre@gma'il.com 07/08/2019 Billing address 67 Scchool Street,Hyanns MA0260Q Salesman Jesus-(781)901-6089 The following insulation products has/have been installed: Thermoseal 500 HY Standard Place Product Depth "Inches RV Slopes(Above Garage) A002-Open Cell Spray Foam 2x10 10.00. N 30 Gable Wells : AO02-Open Cell Spray Foam 2x6 A 5.26 ` 20 _ Exterior Walls Above Garage A002-•Open Cell Spray Foam 2x6 5:26 20 ........ Slockers/Rim Joist A002-Open Cell Spray Foam 2x6 5.26 20 Garage Ceiling A002-Open Cell Spray Foam 2x10 30 Garage Walls A002-Open Cell Spay Foarn 2x6 5.26 20 THANK YOU FOR YOUR BUSINESS! Advanced Green Insulation Date Sign and Print A. , ® + - TECHNICAL DATA SHEET TM '50O.Hy Material Specification Criteria I Project Submittal Data Insulation of the Future Thermoseal 500Hy Storage and Proccessing Information Prop er ''' A Side- PMDI BSlde-Thermoseal 500 H Colory'' MV` Brown Amber .,.' , 1liscosity �7,7 F �25 C} 185 -230 cps 250-390 cps Specific Gravity 5 Apr 1.25 1.14 1.19 • A���x StorageTernperature 50°F-80°F ( 10°C 27°C) 50°F-80°F ( 10°C-27°C) ....................................._. . ............ .. ......... .:..... . ....... .......................... ................................_.. ......... Mr�ing Ratio(By olume) 1:1 1:1 Shelf� ife 1 Year 180 Days of unopened drums stored thin speci€ied ran"""ge gpRecirculation-Target ` Er�v' 77°F-90T 25°C-32°C ..._ ... ........ ...... Primary HeaterTarget(Initial) 129°F 54°C ........................................... .. .. ...... ......... Primary Hose Target (In itiaO 129°F 54°C Target Processing Pressure 1200 psi 8274 kPa x y ,Substrate&A„mbientTemp >32°F . >0°C Moisture Content of Substrate <20% <20% y�, .... ................................... Moisture�Conte'ntof,Cocrete <10% <10% wa be ciqn and free ofdust and debris - Processing-Application processing temperatures can vary and are dependent upon indoor ambient temperature, outdoor ambient temperature,substrate temperature,humidity,elevation,substrate type,equipment,and other factors. While manufacturing polyurethane foam plastic on site,the applicator must continuously observe the characteristics of the sprayed foam and adjust the processing temperatures and pressures to maintain optimal cell structure,adhesion,and overall foam quality.Itis the sole responsibility of the applicator to manufacture Thermoseal polyurethane foam plastic on-site within our specifications.When applying Thermoseal,`all substrates must be 10°F degrees above the dew point and free of all debris including frost,oil,rust,dust,or other debris.The equipment being used must be set to deliver a consistent 1:1 ratio by volume and must be capable of achieving at least 1200 psi and the target processing temperatures outlined in this manual. To maintain warranty status on all Thermoseal products,the Applicator's Thermoseal Training Certificate must be current.Thermoseal Training is free and can be conducted on our website at http://www.ThermosealUSA.com. DISCLAIMER:To the best of our knowledge,all technical data contained herein is true and accurate as of the date of issuance and subject to change without prior notice.User must contact Thermoseal,Ilc to verify correctness before specifying or ordering.We guarantee our products to conform to the quality control standards established by Thermoseal,Ilc.We assume no responsibility for coverage,performance or injuries resulting from use.Liability,if any,is limited to replacement of the product.NO OTHER WARRANTY OR GUARANTEE OF ANY KIND IS MADE BY THERMOSEAL USA EXPRESSED OR IMPLIED;STATUTORY,BY OPERATION OF LAW,OR OTHERWISE,INCLUDING MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Thermoseal,Ilc www.ThermoSealUSA.com Po Box 32 TDS V2.1 January 28,2017 800.853.1577 New Canaan,CT.06840 info@ThermosealUSA.com IF . . F�Her t sf nntedOn 3�/22/2019� s ornplai�nt�Cal'IRepo =f:= ,4 � 9,xt+srAets � ��, a � ✓- .,.� �, 1 ' �: y�x +�, Y-,rN�.ixa .ate �'�: u Case#: C-19-180 Address: 67 SCHOOL STREET, Date: 3/20/2019 ' HYANNIS a Owner Info: Property Info: a KILROY, BERNARD T TR MBL: 41 OVERLEA ROAD 327-143 HYANNIS PORT MA 02647 Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Illegal Dwelling unit,Zoning, Medium Priority Phone' Complaint Summary: Illegal apartment revealed during electrician's permitting process for separate service. Building permit(B- 18-3123)for subject space issued for storage of legal files. No subsequent permitting for apartment. Action History: Action Taken Date' Description Fee Inspector Close Case 3/22/2019 $0.00 mckechnr Inspector Assigned to Complaint: mckechnr Filed by: andersor Comments: Comment Date Commenter Comment 3/22/2019 mckechnr Building Permit B-18-3123 issued on 12/31/18 to change use of garage/storage to single family home.This work is being done now. . ��,,,. � �r r * sir�^i m� .� "g'7' ✓ r � 4 � •�r +� �, Date Town of Barnstable Building :Post This Card,So;Thatrt,is.Uisible From the Street-Approued:P.lans Must beRetamedon,J.ob and this CardMustbe Kept § =AA�WS[A ABt.E:ABS.E:. � +°` 'Where a��Certificate�offOccupancy°is Required,suchBuildmg,shalt°Not be Occupied until aFigal;Inspect�on:has�b�een�rnade� � Permit Permit No. B-18-3123 Applicant Name: THOMAS P MACKEY Approvals Date Issued: 12/31/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 06/30/2019 _ Foundation: Residential Map/Lot. 327-143 Zoning District: MS Sheathing: Location. 67 SCHOOL STREET HYANNIS i�VJU � Contractor Name., THOMAS MACKEY DBA TOM Framing: 1 Owner on Record: KILROY,BERNARD T TR (- y MACKEY FRAMING 2 Address: 41 OVERLEA ROAD u .,Cont;ractor License 157765 a: Chimney: HYANNIS PORT, MA 02647 t: Est Protect Cost: $40,000.00 3, . •' b Description: CHANGE OF USE FROM COMMERCIAL TO A SINGLE FAMILY HOME Pemrt Fee: $279•00 Insulation: Project Review Req: k £ Fee Pa $279.00 Final: id_: Date 12/31/2018 a Plumbing/Gas ate„ �. t n ti o Rough Plumbing: �. ' Final Plumbing: ` "Building Official �. ; . Rough Gas: 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 application4and the approved construction documents�for which M permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shallbe incompliance with the local zoning by laws a9d codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open o' public inspectlofn for the entire duration of the Electrical work until the completion of the same. • . x. Service: 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:,,', aF Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health . Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department Persons co acting with unregistered contractors do not have access to the guaranty fund (as set forth in MGL c.142A). �e final: . -sue Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 'r •.Rif...� ......•••VI/.l.i� ........ BUILDING � �app�ii�anrh��. P NAM* � Scf" 20 2 ! ermitFee........... .....................other Fee.......................-03 TON OF BARN STotalKFee Paid....... .. . A TOWN OF WA STABLE Permit Approval b...... . ..... .....on:....... .. .. BUII.DIN�$PERMIT Map.......... .. ...........ParcxL..........Z. ................... APPLICATION Section I —Owner's Information and Project Location Project Address � i Owners Name 't✓� ` �- i't;� n Owners Legal Address City state- zip Owners Cell# E-mail Section 2—Use of Stractare Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet , - Single/Two Family Dwelling Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alum Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Ro mina wall ❑ Solar ❑ Renovation ❑ Pool [] Insulation Other Specify Section 4 -Work Description V . � V T.ad nndabed:2J92018 Application Number.................................................... Section 5—Detail Cost of Proposed Construction `^ p ���0®'� Square Footage of Project � %� S,g Age of Structure c/o rft t 5 Dig Safe Number ✓ # Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑,MA Checklist ❑ WFCM Checklist ❑ Design „j Section 6.—Project Specifics ❑ Wince ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing Gas .❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom 9 Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane 1:1 YesEl No { Section 7—Flood Zone J Flood Zone Designation f Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use ea Sq.Ft. ' l� O o Total Frontage Percentage of Lot Coverage #o Ming Units (on site) -41 Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this roe had relief from the Zoning Board in the past? ❑ Yes ❑ No property�Y � Last undated_n=l8 - - lS T(s W 16— Z It t I P Cl) NJ T P�T1 Q , m cu m 3 O a C � rn C7 { � r �• D I �� �'�'" � �Z CIS � �` , h► rn 5co , Cf3CO 1.1.. O t i. o c3l { k CS, it © � 00 i h JCL t 1 ,\3 r ! e Mckechnie, Robert From: Mckechnie, Robert Sent: Thursday, October 04, 2018 10:07 AM To: 'TOMMACKEYFRAMING@GMAIL.COM' Subject: Application T13-18-3123, 67 School Street, Hyannis Good Morning, I am denying this application for the following reasons: ' ,,-I-'A dwelling unit must have a primary and secondary mean of egress per 780 CMR 311.1 and 780 CM 311.2. o evidence of energy compliance is shown on the current plan. QQ-4!A Attic access, if required, is not shown on plan. diSe-ussecl ,4�—No mention of required fire separation. dljcc�sse� You can submit a revised plan (3 copies) showing the required information within 30 days and I will review it without requiring a new application. Thank you G°*W 6 /A! — s�/seccsS� Gvit�'�1C�� Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 . 1 SL�t ao 57, SMOKE DETECTOR 4EVIEW D BARNSTABLE BUILDING DEPT. Dqr- - - ZZ, FIRE DEPF.; MENT DATE 160 Th'SIGNATURi_S APE REQUIRED FOR rEr?b11TTlNG SDI -- -�.-�.�-�--.�-. - --- --------- - --- �.. _ AO 1:0 IT f i 3 >• ►1 -- t t I i Mn i i CA loll LA 4 1 .yi SCHOOL STREET (30. 5'(DE 'DJ aA� Z . i23.5 � �0 20. 0 _��, -- a� Irk 111�, '1 ►� I�li� �j � � . 11119. fill 1 _���3 17 , - at, b i11� ,r a 11 1 I y 16:9 I if v 1 • r 1 CIO 11~ { vj , 0 1A1 60:Z 41d Zlil 41a1 79. 3"(DEED �1gd1SN�Id9 J0 N�P,Ol _ � r � I ,�. t ay �� 0 °� ���� 9,-. y ��.w.1 p` y. �'� TOWN OF BARNSTABLE PERMIT CHECKLIST *63q. Sign cuff hours for Health and Conservation are 8-9,30 a.m. and 3 30-4:30 p.m,, .A complete permit application includeslling all sections 1-1. 1. NEW STRUCTURES/REMODELING/RENOVATION/ADDITIONS ❑ Site Plan showing setbacks of proposed and existing structures ❑ Commercial—One complete set of full sized plans one reduced 11"xl7" (plans may require a stamp by an architect or engineer). ❑ Residential - 5 Sets of floor plans no larger than 11"x 17" smoke/co detectors marked ❑ Worker's Comp. Affidavit and policy(if required) ❑ Res Check or COM check from the 2015 International Energy Cod Council (IECC) ❑ Letter of financial Interest for new houses only (not required for rebuild after teardown) ❑ Performance bond made out for$4.00/foot of road frontage (new construction only) 2. DEMOLTION OF A BUILDING (NOT PARITIAL) ❑ Everything above plus shut off letters from following utility companies: ❑ Gas ❑ Electrical ❑ Water ❑ Sewer(if required) 3. DECKS/PORCHES/GAZEEBOS/INSULATION/SOLAR/POOLS/SHEDS ❑ Site Plan showing proposed location • ❑ Construction plans showing framing detail (if new framing), ❑ Pools—Barrier details,pool specs (engineers design) ❑ Workman's Comp Affidavit and policy(if required) FAMILY APARTMENTS ❑ Section 1 Plus: ❑ Family Apartments are subject to approval from the Building Commissioner. Agreement must be signed, notarized and recorded at the Registry of Deeds and returned to the Building Department. �FTHE Tq,t, Town of Barnstable Building Department Services ` BARNSTABLE, ` Brian Florence,CBO 9 MASS. �ATEI039. Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this bu ding 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. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS. Rev:08/16/17 Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPETIndi,vidual before the expiration date. If found return to: Reaistratiiin Expiration Office of Consumer Affairs and Business Regulation . 15�65= 411/04/2019 10 Park Plaza-Suite 5170 THOMAS MACKEYI' 3 ? Boston,MA 02116 DiB/ATOM MACKEYF=_R (s THOMAS P.MACKEY41 �N,P�{�'�� 135 CEDAR ST.REEIzv a b W.BARNS T ABLE,M 02668/ Undersecretary ? Not valid without sign e 1 Commonwealth of Massachusetts ® Division of Professional Licensure Board of Building Regulations and Standards Const\ EtnHSiSpervisor, 5 CS-094616, v` LY�pires: 08/31/2020 THOMAS P MACKEY' 135 CEDAR Sf� I ' W BARNSTABLE�MA k" i g Commissioner CJIA— " i' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): lo 0-\ 114&,c1.-e`.q /—ram z`^ +1'l Address: 1 ed City/State/Zip: Phone#: �� Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2. I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building 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 repairs insurance required.]t T c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required,] *Any applicant that checks box#I 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 contractor;must submit a new affidavit indicating such. (Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy andjob site information. Insurance Company Name: Policy#or Self-ins.Lic.#: �, Pq3/ 7 Expiration Date: Job Site Address: le 7-T City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Si ature: Date: Phone#: 5V )-I — OffWal use only. Do not write in this area;to be completed by city or town offu:ial City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department'l City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to.provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public.work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 www.mass.govfdia , r Energy Code Checklist for Residential Colnstimi tion (Required for all New Residential Buildings,Additions and other Residential Building Permits as Applicable) The code sections listed are from Chapter 4 in the 2009-iECC.There are deferent requirements for residential with 4 or more stories and commercial. Project P,ermit# Address Owner! / Checked By Agent Phone# Erma , z Date ct; Project Type:. ' Method Check One UL New Building ❑ Addition 0 Renovation Required Documentatron with Permit Submittat 1. Energy Compliance Documentation-Choose ONE method. All projects shall comply with Sections 401, 402.4,402.5, and 403.1,403.2.2,403.2.3,and 4-3.3 through 403:9(referred to as randatory provisions) ❑ Prescriptive (402.1 through 402.3, 403.2.1 &404.1 8 mandatory requirements) -USE THIS FORM (# 1,2,3,4,5,.6j ❑ Trade Off(402.1 through 402.3,403.2.1 &404.1 &mandatory requirements) -USE THIS FORM (# 1,2,3,4,t).and attach documentation to show compliance(i.e.REScheck). REScheck must include compliance form, inspection checklist and certificate. www.energycodes.gov/REScheck(it's free&easv!). ❑ Performance 1405&mandatory re ' irements).-USE THIS-FORM{#1,2,1,4)and attach-documentation to show compliance. Documentation must include standard reference design and proposed design. 2. Mandatory Requirements=All projects must meet the mandatory requirements of the IECC (401, 402.4,. .402.5,403.1 403.2.2, 403.2.3 &403.3 throw h 403.9). COMPLETE ALL ITEMS a throw h Mandatory Requirements; °: 'Compliance --a). -Building,Thermal Envelope(402.4:'l)Seat building envelope from air infittration ❑ Will Comply b) Air Seating and Insulation(402 4.2)This is mandatory for all new dwelling Q glower Door " ❑ Visuat tnsp. units. 31d Party Verification of sealing and insulation-choose one method. c) Fireplaces(402.4.3)Wood-burning have-gasketed doors and outdoor .❑ will Comply ( N/A combustion air(Fireplaces illegal in Steamboat Airshed and Steamboat Springs) d) Fenestration Air Leakage(402.4.4)Windows,sliding glass doors,skylights Q <_0.3 dmtsf e) Fenestration Air Leakage(402.4.4)Swinging doors 1 U. s:OL chn/sf f) Recessed Lighting(402A.5)IC-rated and air tight when in thermal envelope O WtH Comply ❑ NIA, g) Heating/Cooling System Controls(403.1)Programmable thermostat for furnace tS Will Comply ❑ N/A h) Duct Sealing(403.2) All ducts sealed with approved material IA Will Comply ❑ N/A Q Duct Tightness Testing(403.2.2)Required if fumace/duct is outside of thermal ❑ Test 1 0 Test 2 ❑ N/A envelope j) Building Cavities(403.2.3)Building framing cavities shall not be used as supply ® WiIT Comply ❑ N/A ducts k) Mechanical System Piping Insulation(403.3)R-3 minimum for > 105"F or � Will Comply ❑ N/A ' <55°F 1) Circulating Hot Water System(403.4)Piping insulated R-2 min.and on/off 01 switch Will Comply I] N/A = m)Mechanical Ventilation(403.5)Outdoor air intakes/exhaust require dampers ❑ Will Comply, ❑ N/A n) Equipment Sizing(403.6) Heating/Cooling equip.sized per M1401.3 of IRC lib Will Comply ❑ N/A o) Systems Serving Multiple Dwelling UWW Q n with 503 504 ❑ Will Comply Q1 N/A Comm.)` p) Snow Melt System Controls(403.8)Automatic Shutoff ❑ Will Comply 151 N/A q) Pools(403.J)Pool heaters;.fiime 1 e -0 WilTComply I&I N/A 3. Building Cross Section-Required for X new l and additions. Additional documents may be required by the Building Official`. J1Vsection required. For interior alterations include documents to illustrate code compliance. � JQ ( Mj01 4 t T-\41A4lD011TS\Q ans attachnNerA%%2049 WCB BC W9 Energy Code ck ecMst.doc 4. Floor Plan-Required for all new buildings and additions. Floor plan must indicate tliermafienvelape, conditioned/unconditioned spaces and heating system location. 5. Prescriptive Requirements-COMPLETE THIS TABLE if presc ri tive method is chosen. Prescriptive. : Buildin Components Standard . Actual Value _ wRemarksf Insulation`(402:2)Prescriptive.Standard is Minimum R Value with Attic S R-49 for standard truss, can;be reduce -Ceilingspaces.,(402.2.1) R�49 to R-38 with Raised Heel/Energy Truss Ceilings without Attic Spaces limited to 500 sf OR 20%of the total 9 p R-38 insulated ceiling area, whichever is less( (402.2.2) Not U-tactor or Total UA Wood Frame Wall R 21 R-21 for interior cavity Floors Over Unconditioned Space R-38 Floor insulation shall maintain (402.2.,6) _ ., ermanent contact with subfloor de R-15 continuous insulation on the Basement Walls(402.2.7) R-15/19 interivror exterior orR-18^for interior wall cavity Slab-on-Grade Floors(402.2.8) insulation depth shall be the depth of "R-5 shall be added for heated slabs*' R-1 the footin 4 foot minimum Unventilated Crawl Space Walls R-10 continuous insulation on the Unven Unven.9) R-10 or R-13 interior or exterior or R-13 cavity at the interior of the basement wall ,Fenestrations(402.3),PrescApt►ve St ndard's Maximum U-Factor �` ,• , , Windows,Sliding Glass Doors, and U-�.35 Swinging Doors An area weighted average may be used to satisfy the U-factor requirements but must include all windows, skylights,glass doors and Skylights 1J-0,6A. opaque-doors. Provide docurnentat r. if this is used. (The above table is based on wood frame construction and common building practices,if not addressed in the table above,please attach separate documentation to illustrate code compliance_ Values are based on Climate Zone 7 from Chapter 3 in the 20091ECQ , 6. Other Prescriptive requirements Other.Requirements r ..Compliance Certificate 401.3 Permanent certificate posted on elec.panel with energy values 14 Will Comply Duct Insulation:(403.2,1)Supply ducts in-attic>_R-8,all other ducts outside ten nat Will Comply 0 N/A envelo z R-6 Feff hting Equipment(404.1)A minimum of 50%of lamps permanently installed must be high �6 WIN Comply ac v Notes: i. For further clarification on any of the above items, please consult the International Energy Conservation Code (IECC). The IECC may be'purehased through the'International Code Council at www.iccsafe.ora or 17888-ICC-SAFE On line read-only at http://publicecodes.cyberregs.com/icod/iecc/IC-P-2009- 000014.htm?bu2=1 C-P-2009-000019 ii.' **Radiant piping used in slab-on-grade applications shall have insulating materials having a minimum R-value of 5 installed beneath the piping. On line read-only at http:%/publicecodes.cyberregs.com%icod/irc/20 09/icod, irc 2009 21 sec003.htm?bu=IC-P-2009-000002&bu2=IC-P-2009-000019 'in. For a-Thermally Isolated-5unroom(greater than 40% gla;dng area of walls and roof)addition, refer to-IECC iv. For free, up-to-date energy referencesix energy training and energy code info, visit www•energycodes g . t TAHANDOUTS1Plans attachments12009 IRC&I13C12009 Energy Code Checklist.doc Application Number........................................... Section 9—.Construction Supervisor Name 6 m M n_ c Telephone Number Address /3 S c City State 11744 Zip 0,9 6 6 License Number t f 01 (o .License Type Expiration Date Contractors Email v o"w--4, I r rytu,`,e. ell# I understand my responsibilities under the rules and regulation 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.Attach a copy of your license. Signature -- Date C� , 20 / Section"10—Home Improvement Contractor Name `few /►'� �� �",� Telephon6 Number 15" dal 5 ( Address_/7 S" i joe— f l City 4W, w F s S%e State r c Zip 0, e,� Registration Number 15122 6 5- Expiration-Date J/ - 0 t 1� 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 RI.C... Signature ta"i�� J�'l c 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 Contraction 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 APPLICANT SIGNATURE Signature ... .. , , Date �'"d-0- Print Name j 0 t-1 �.:�'--t�J Telephone Number E-mail permit to: v ' Section 12—Department Sign-Offs Health Department ❑ Zoning Board if ❑ H � C rem) eP Historic District ❑ Site Plan Review Of required ❑ Fire Department 0 Conservation' -' ❑ For commercial work,please take your plans directly to the fire deparbnent for approval Section 13—Owner's Authorization L , as Owner of the-subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Y .. Signature of Owner daze Print Name a 1 f' - 1 Last=datxk 2192018 BUILD APR 2 4 201� .. TOWN 0��A�N���`�€�►-t j _ vl 259.22 O O UILDING C' EXISTING B oo Ck N r_RAMP L� w L - AS BUILT LOCATION OF w FOUNDATION " g57.60' N W i F O U l m All N ju PLAN DCE#g9-007 1!5—�55 j LOCATION ; 67 SCHOOL STREET, HYANNIS, NtA j SCALE : 1" = 40" DATE : 4-3-2018 PREPARED FOR:. REFERENCE ;: MAP 327 PARCEL 143 BERNARD T. KILROY D1269050 I HEREBY CERTIFY THAT THE STRUCTURE �H of ter I SHOWN ON THIS PLAN IS LOCATED ON THE �la � GROUND AS SHOWN HEREON. o EL N 4 DA_ i f, A. � OJALA En 40960. DATE REG. LA fl SURVEYOR 4 AN,, Allpawal .90 '� --Ir- j;- 4 1, ;A�W� .` ' . Town of Barnstable Building r Post T:hrs'Card>So�That..r�tis ursrble:=Fromaahe�Street-;'A r-oued_Plans�.Must be Retamed�on Job and�thrs Card Must=be;Ke t ;Posted Until Frnal•Inspectron Has Been:Made � ` �. � f �A ` � k � ... "+ Permit' ,Wherea"�Certif ci ate>bf `'�' 3 nc�i"sRe '�� r d�s Bch Buildrn shall= �Occu red until a�Frnal Ins'"ectron�has�been made � �1 1t �Occupa Y qur e g� Not be , �.a.., ...�; .....�....:;�._.�..,. ..r�:�°.�� ..� ,,.�•i.�.. , . ;<.�i.,.�., �� �.. `.: �, F::.: Ea..�w.. .T•..«-..�...t. �p.,... . ���, >`�s..a.'n„.map°< t..�' .�....�.�a� :. ....x... ..ram ,, �a., Permit No. B-18-520 Applicant Name: THOMAS MACKEY Approvals Date Issued: 03/22/2018 Current Use: Structure Permit Type: Building-Accessory Structure-Commercial Expiration Date: 09/22/2018 Foundation: Z-h s- Location: 67 SCHOOL STREET, HYANNIS Map/Lot: 327 143 Zoning District: MS Sheathing: T Owner on Record:. KILROY, BERNARD T TR y �z Contractr Neme" THOMAS MACKEY Framing: 1 Contractor Lieense>"1i57765 h _ 2 Address: 41 OVERLEA ROAD HYANNIS PORT, MA 02647 � �Est�Pro�ect Cost: $50,000.00 Chimney : Description: 26x32 storage garage with unfinished 2nd floor Sto agefo°r office Permrt�Fee: $605.00 Insulation: files from LawOffice to get Yid of Storage Containers rndrrueway. Fe Pard $605.00 Project Review Req: 'AS BUILT'SURVEY REQUIRED BEFORE STARTOF FRME Date 3/22/2018 Final: �v , t Plumbing/Gas V Rough Plumbing µ 4 ' Buildin Official g Final Plumbing: .�{ Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six monthsafter issuance. g All work authorized by this permit shall conform to the approved applicatrori and the approved construction documents for whichthis permit has been granted. All construction,alterations and changes of use of any building and st uctures shall be in compliance with the local zoning bylaws a d codes. Final Gas: This permit shall.be displayed in a location clearly visible from access street 64!'oad-and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical = ; ��', Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Buiilding and Fire Officials are,provided on this permit. Minimum of Five Call Inspections Required for All Construction Work Rough: 1.Foundation or Footing �. . •2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: - 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting 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 Application Number..; :..r...... Section 5—Detail Cost of Proposed Construction SO,uav Square Footage of Project TJL Age of Structure big Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method MA Checklist ❑ WFCM Checklist ❑ Design j Section 6— Project Specifics ® Wiring ❑ Oil Tank Storage ❑ Smoke Detectors . ❑ Plumbing Gas [] Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply ElPublic `' . ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal'Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes El No Section 8—Zoning Information Zoning District In 5 Proposed Us- Lot Area Sq. Ft. ?oaUO Total Frontage _Percentage of Lot Coverage #of Dwelling Units (on site) _ Setbacks Front Yard.. Required _0 Proposed Rear Yard Required Proposed Side Yard Required l® Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes FA No T.ast undated: 12/28/2017 OF THE r, Application Number.J....71.ff...................................... BARNSTABLE, o MASS. Permit Feel. . . .s-......c........Other Fee........................ 1 59. TotalFee Paid.......................................... .................... .... TOWN OF BARNSTABLE Permit Approval by... ............. BUILDING PERMIT Map........................................Parcel........................:!!!�.......................... APPLICATION - - I Section I — Owner's Information and Project Location Project Address �Z Je/&w 1.4'llee Yt Village A Owners Name R&wY,*to r- Ie'1xAog nor , Owners Legal Address— Ado City 1,15 Zip 0 2-6 VZ Pnd 7 State Owners Cell# JZ,-Z7&Z�,o E-mail FSection 2 — Structural Use ❑ Single/Two Family Dwelling F] Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet Section 3 —Type of Permit BUILDING DE PT New Construction ❑ Move/Relocate X Accessory Structure �B CIanwf use E:1 Demo/(entire structure) ❑ Finish Basement El Family/AmnestyTOW .AM Fire Alarm Y TYL D Rebuild El Deck Apartment F p erA yLrn F] Addition ❑ Retaining wall ❑ Solar El Renovation. ❑ Pool El Insulation Other—Specify Section 4 - Work Description .2 Y �2-- 4v/77K 2cAlv 1--,eaae t s AnfVq ehaw c-P,el- idri 10 Z, Last updated: 12/28/2017 �, v 1_ O. �� ' ��. „C � a } a � � 2018 4:26 PM Melanson, Dean; O'Neil, Edward Robin ation for unit#25 at the above address. There is (parcel lookup) shows we only go to #17. Per units in the 20's. Hyannis Fire shows 17 units oks like the building lost some of the lower partments to condominiums. there to see how it is numbered. Our records do I Application Number........... j Section 9— Construction Supervisor Name /Gu► AA eg erg► Telephone Number So o 7- 2 2-1— _f Address . j Ci lMtAlfW c,,F State 1X4 • Zip 6 (o License Number j5�� —,Gel 4/4-tkicense Type' G 5 Expiration Date ' Contractors Email P A�"A V Cell I understand my responsibilities under the rules and regulatfons for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and R documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature lzn. Date Section 10 —Home Improvement'Contractor Name - I a w� lcc� �' r Telephone Number ' Address "Oy- City m ' tate el-'(g Zip 0 2 Registration Number Expiration Date G 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... c, Signature Date Section 11-Home Owners License Exemption Home Owners Name: 4'X C C.. r Telephone Number Cell or Work umber "-7 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 APPLICANY SIGNATURE Signature o r Date Print Name /41 1p( QCk-e_ Telephone Number 9- 77/-PIPP E-mail permit to: Last updated: 12/28/2017 Section 12 —Department Sign-Offs ' Health Department ❑ Zoning Board (if required) El Historic District Site Plan Review(if required) ❑ Fire Department ❑ Conservation r' For commercial work,please take your plans directly to the fire department for approval Section 13 — Owner's Authorization I, of as Owner of the subject property hereby { authorize to act on my behalf, in all s matters relative to work authorized by this building permit application for: 7 'S elv'ooL .57,-2ey - 3 (Address of j ob) Signature of Owner - date (3* Print Name • i s £ Last updated: 12/28/2017 Town of Barnstable �TNE Building Department Services "p Brian Florence, CBO Building Commissioner BASTLE BARNSTABLE, + 9 MASS. "oei° iu'Qn r�i an"emu $ 200 Main Street, Hyannis,MA 02601 i639.2014 039. �0 pTFOIN A www.town.barnstable.ma.us 575 Office: 508-862-4038 Fax: 508-790-6230 February 15, 2018 Bernard T. Kilroy 67 School Street Hyannis, MA 02601 j Re: 67 School Street.Unfinished Garage , Dear Mr. Kilroy, ZEZ I have determined that a garage structure with an unfinished second floor space is no ZZ Cn significant detriment to the achievement of any of the purposes set forth in § 240-11 herein:= a 4--- r § 240-99 A. Protection of neighboring properties against harmful effects of uses on the development site; B. Convenient and safe access for fire-fighting and emergency rescue vehicles within the development site and in relation to adjacent streets; C. Convenience and safety of vehicular and pedestrian movement within the development site and in relation to adjacent streets, properties or improvements; D. Satisfactory methods for drainage of surface water to and from the development site; E. Satisfactory methods for storage, handling and disposal of sewage, refuse and other wastes resulting from the normal operations of the establishment(s) on the development site; F. Convenience and safety of off-street loading and unloading of vehicles, goods, products, materials and equipment incidental to the normal operation of the establishment(s) on the development site; and G. Harmonious relationship to the terrain and to existing buildings in the vicinity of the development site. You may proceed without Site Plan Review by making application for a building permit before commencing with any construction. Please include a copy of this determination with your building permit application. And, if aggrieved by this determination,you may file a Notice of Appeal (specifying the grounds thereof) with the Barnstable Town Clerk and the Town Planner, within thirty(30) days of the receipt of this notice and in accordance with MGL 40A Section. 8. If you have any questions please feel free to contact me. R rds, Brian Floreno , Building Commissioner r BUILDING DEPT. FEB 212018 TOWN OF BARNSTABLE � a � BUILDING DEPT. a FEB 21 2010 TOWN OF BARNSTABLE Q`:`L !� I ! ZZ � Aa BUILDING DEPT. FEB 21 2010 TOWN OF BARNSTABLE JJ S �1 } € i s n t J y � - t i 4� �• IN 01 a. H a4M f i A4 i ; k 1 � g � .,; 13UILE ING DEPI FEJ,212010 TOWN BARNSTASU >.�I �,gd�SnINd�40 NMOl 83� Ova �.. G ybJ O ON"wi{ tl8 -� A5IL --�- NIN i 1� t 40 NM01 ! y V1 p ip. 1 i 1 V • rkwie µ•�� ii �ro"tt,, �j !1 rt• w, 10 4 r i is vats �{ 6�Z 6 i , a 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street - Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/lndividual): d �� Address: l 3 5. Leda -4 City/State/Zip: ft/ 51,J4 Pei e Phone#: SV�- Are you an employe . Check the appropriate bog: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.F I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.insuranceJ 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 repairs insurance required]t c. 152, §1(4),and we have no employees.[No workers' 13.❑OQLU D.La,,^ comp.insurance required.] EPT *Any applicant that checks box#]must also fill out the section below showing their workers'compensation policy information.����ff�� t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new 4ica �uch $Contractors that check this box must attached an additional sheet showing the name of the sub contractors and state wl�et#i or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. 1NN OF BA E?A1RZ4 I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job sftee Information. Alt�G(—fc Insurance Company Name: u"L y,p, S, Policy#or Self-ins.Lic. U R' t/7`� y P9 7 %Z Expiration Date: Job Site Address:, 6:2�C�a� S� City/State/Zip: -c: Attach a copy of the workers'compensation policy declaration page(showing the policy num er and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: Phone#: a Official use only. Do not write in this area,to be completed by city or town official City or Town: Perinit/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#: �ip�na 's a LO-bZ-b paslna21 6VLL-LU"LT9#x-83 RffvSSVjj'LL8'1 da 90tb PQ OOStr•LU-L19#` 91 HIM vwuo4sou vois uol2 &009 SU0.gVl4S*AUj30 03MO gugp y Ivupnpul jo luommdbII sUosn*govsny j jo 10imm mom moO 01, :mqumu xuj pus auogdoja;`ssaipps s,}uou mdaQ oU •jjgo s sn anj2 0;a;e;isaq}ou op osgald `saoigsonb due anuq nod pinogs pus uo4=d000 mod ioj oouenpu m nod fig;o;a�rl pjnom saoiqu2psanul;o aogJp aqy 'JIAuPUP slrg a;aldmoo o;pannbol ION sl uosmd pjus(-op sonsaj uinq o};la=d so osuaorl Bop s'a•l) am}uan juloiammoo so ssaulsnq due o;pa}elai;ou}grad so asuaoq u 2umn-pqo st uoz4 io mumo auioq E oiagm'noX goua}no pajig aq;srtm;tnupgju maa y sasuaotl.io sl!i=d omirg io3 ajg no sl;tnupg a P. u}sq}�oold se;usoiIddE ag;o;papino.rd oq dum umo}io d}io ag;dq pz3[nm io padun}s djluto9JO uaaq seq;sq;;rnupgju aq;jo ddov d«(u&o; 10 moo) ut suot}uooj IIu„a;unn pinogs;aeollddu ar(;«ssaippy a;iS qor„spun pus(dtussaoau}t)uoi;uuuo�ul,Cocjod }uaamo 2uggolpul;inuprjs ouo;�gns dluo paau`zeal uanl2 dug ui suoquor -a asaao imrad ald�}lnui;imgns;snm;eg; }ueojlddu ue`aoj}ippu uj •zaqumu aommaiaz u sg pasn aq Uv gotgm ioqumn asuaog4luuod oq;ul IjU o;ams oq osgal l }ugotlddg aq}2alpig2ai nod}au;uoo o}sgg saor;s2l}sanul Jo aogJO aq}}uana a p ul;no ll3 0}nod ro3;inspr}�u aq}�o mo4oq oq;}s oosds s papinozd seg4uau4mdaQ oq 1, 'dlgl2ol pa;uud pug a;alduioo sr;tnspg3u zip Imp oms oq asgald slglOggjo U-mox.10 l;[a aalj apudoiddE aq}uo iaqumu osumil oouumsur Ias .rgaq;za}ua pinogs soraedmoo pamsul jloS •molzq pa}sq iogmnu oql p luou mdaQ ag;Iluo asuzld`Aorlod uol}usuadmoo ,srmjzom u alu}go o;pazmbaz aze nods zo muj ag}2ulpn2oi suol}sonb dug anuq nod pinogS s;uaplooy[eupnPul jo;uau mdaQ aq;;ou`pa}sanbai 2maq st osuaoq io;rauad zT ioj uogeogdde oq;;ET unno;zo ,}lo aq;o;poum}ai aq plaogs;inupgP OU '}tnepg,;s oq;alup pus Ols o;ains aq oslV •02uzanoo aauemsa[Jo uoqumrguoo zoo s;napcooV let Jo;uaujndaQ ag;o;pa4rmgns oq Am lWpgjs slg}#gg}paslnpg ag ~pazmbaz st dollod u`saadoldina anug saop d77 zo��ug 3l aausmsar uo>}esaadmoo 'sza:jioee lnEo o;pannbaz;ou an`siau.and io smquraru ag;=T zarl.;o saa,Sojdma on q;ye(d'I'j)sd?iioour sd f4?t?QEi I Pa}?m?'I zo(�'I�saraeduroo d}rltquiZ pa}iml I aougmsul jo(s)a}eoggmo-uaq;Tya 2uolu(s)raqumu auogd pug(so)ssoq)lm`(s�aureu(s).ro4m.4uoo-qns Alddns`,Liessaoau p pne uo4mills mod o;dldds;uq;soxoq ag;2uapoago dq`lla;aldmoo}lns ap u048suadumo s'031.10 A arg ;no UU mold s;uuatlddV «dwog;rre 2ul}oez;uoo ag;o}pa;uasazd uaaq ansq is;dugo snl;jo s;uamalmbai aouemsul ag;gjyA ooaelldmoo jo aauaptna olqu;d000e Iqun Iiom ollgnd jo aouuuuoj.Iad ag;loj;osz;uoo,Sus OR za;ua hugs saotslnlpgns lmggod s;l jo dug.rou g;reomuourmoo aq;zaq;lal l„sa;u;s(L)JSZ§ `ZS l za;dugo'IJY�I`dIIEII0141PPb' «pannbai ate ianoa aaus.insm aq;gjjm aauulldmoa;o aauapina ajq-4da-m'pampoad;ou s$q oges}ugagdde CUE loj q;Isaeauocumoa aq;III s2mpbrnq;an.L}suoo o;do ssamsnq¢a;a�ado o;;iuuad ao asnaall E�o Ig eanal ao aousnssi aq;plogq;les llugs S=22s 2msua3ll ImOl a0 a;uls liana„TMR sours osls(9)oSZ§ ZS I m;dugo'JOIN ,�zadojdura us oq o;pomoop aq;uamlojdmo Bons jo osnuooq}ou Ilggs o}aioq;jmuavnddu 2ulplmq io spunoz2 ag;uo zo asnog 2uljlamp goes no Xzom zludai to uol}onz;suoo ooueu0;tIluur op o}suosmd sdoldma oqm zaq;ouu jo osnoq BT. IIFMp ag;jo;nudn000 ag;io`cns"T saprsoi ogm pae slaou mdu aazq;ugg}oioui;oa 2utnug asnoq 2uillamp u jo laumo oqj zanamog •saadoldum 2uldoldmo`,!}qua p2oj zarpo zo nor eroossg`digszau;rsd`lunpinrpul uu jo aa;sns;zo ianlaoai ag;zo`m,dojdme pasuaoop u jo sanpu4:aasoidoi p2aj aq;2ulpnjoul pug`asudia;ua;ulof u ul pa2E2ua 2ul020a0j aq;jo aiom so om}due io`l44na js20j mq;o zo uol;uiodzoo`ao4sloossg`dRuou;md`lunpinrpul no,,su paugap st radvldura ub ,,-aoUum.ro Tom `pogdurl io ssazdxo `azlq�o Buz;uoo dug spun iag;oug�o aoLuas ar}}ui uosrad liana••'„sg paugop sl aa�f dura ug`a u;s slg;o};ugnsrnd •saadojdmo zrag;zoj uogesmduroo �=3110&apinozd o;siadoldura jlu salmbai ZSI is;dugo smE7 lezauarJ s}}asngoEssgy�j suog3ni4sul puu uo-q. umjojul 2018/FED/20/TUE 09: 18 FAX No, P, 002 A ® CERTIFICATE OF LIABILITY INSURANCE DA-M(MMOWM 02/20/2018 THIS CERTIFICATE 15 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 pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,oubject 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 endotsement(s). PRODUCER A John Lynch IV PAUL PETERS AGENCY INC FWC.N , (508)477-0021E-MA F DREss: linida.@paulpetersagency.com 680 FALMOUTH RD iNSURER S APFORDING COVERAGE NAICO MASHPEE MA 02W INSURERA t ACE AMERICAN INSURANCE CO 22667 INSURED INSURM B: MACKEY THOMAS P DBA TOM MACKEY FRAMING INSURERC: INSUR)✓R D 135 CEDAR STREET INSURER E: WEST BARNSTABLE MA 02668 INSURER F: COVERAGES CERTIFICATE NUMBER: 240745 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPI:OP TISURANcE AD SUBR POLICY EPP POLICY 20 POLICYNUMBER MM11bD MM10o/YYYY LtMttS COMMERCIAL GENERAL LIABILITY EACHOCGJRRENCE1�17 $ CLAIMS,MADE O=R t(Ea o $ MED EXP one on $ N/A KRSONAL&ADVINJURY $ GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑ EI LOC PRODUCTS-COMP/OPAW $ OTHER: 11 $ AUIOMOIMIELUU31LI1Y 6a accdrnt $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A BODILY INJURY(Per atxAdent) S AUTOS NON AUTOS N/A PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident) $ UMBRELLA LIAS FFZ__ML;S.MADF_ EACH OCCURRENCE S EXCESS LIAR N/A AGGREGATE $ OED I I RETENTION$ $ WORIC RSCOMPIENSA110N AND VLOYEFW LIAELLITY X STATUTE ME ER ANYPROPRIETOWPARTNERIEXECUTIVE Y/N E-L,EACH ACCIDENT $ 100,000 A 0010EFUMErdB6nE CLUDED7 NIA NIA MA 6562UB4774P98317 07/27/2017 07/27/2018 (Mandatory in NW) E.L.DISEASE.EA empLay2c $ 100,000 Ifes deeofibeunder DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OP OPERATIONS/LOCA110NS/vpmieLES(ACORD tei,Additional kemarks Schedule,may he attached If more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement VVC 20 03 OS B,no euthar¢atiorgte iven to pay claima for.iefite to employees In states other than Massachusetts If the Insured hires,or has hired those employees outside of Massachusetts, ul) —.-t — This certificate of inawance shows the poricy in force on the date that this certificate was issued(unless the expiration date on the above po icy precedes di-Pesus d9%of this oealfloate of Insurance). The status of this average can be monitored dally by acoessing the Proof of Coverage-Coverage VeriFlcaeon S"rch tool at d,,) -?I www.mass.govAwd/workers-componsatonrrnestigalions/. CD ou Sole proprietor has not elected coverage, CERTIFICATE HOLDER CANCELLATION y SHOULD ANY OP THE ABOVE DESCRIBED POLICIES BE ANCELgOBEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL Dr=LMRED IN TOWN OF BARN STABLE ACCORDANCE WITH THE POLICY PROVISIONS, 200 MAIN STREET AUTHORMD REPRESENTATIVE HYANNIS MA 02601 G Daniel M,Cr eY,CPCU,Vice President-Residual Market-WCRIBMA 0198E-2014 ACORD CORPORATION, All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Ino43w►p11eA)ON tiqejoesjepun 899Z0.VVd'919V1SNUV8'M '>-133HiS 8V030 SEL J 3110VW'd SVWOHI 91,LZo VW`uo;so = f�1 Je3NOV1N WOl V/9/0 OLLS aLInS-eze �:-,F� Id Ted Ol �.=_ �'�`Jc3�iOVW SVWOHl Sue sale J r=—�=`__ /�y�awnsuo0;oao1�}0 i 6LOZ/t0/ll�-===$9€LSL i;dl 'a;ep uoi;ejldxa ay}aio;aq uogej1 x3 ��'uo1;e��s1 as 'nplAlpul Jo;p1feA u01;ej4S16aE1. Ianpwpur=3d.11 80-LOV81NOO 1N3 W3AOad WI 3 WOH u0peln698 ssaulsnq q sile;ny jawnsuo0;o ao11;0 �°m/��d��oarmaoxurruo��� Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-094616 Construction Supervisor THOMAS P MACKEY 135 CEDAR ST _ I.% W BARNSTABLE MA 02668 BUILDING DEPT �i Expiration: Commissioner 08/31/2018 FEB 21201� TOWN OF BA4�NST�$LE . - -—----------- Construction Supervisor Restricted to.- Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOV/DPS l! .En neering Dept.(3rd floor) Map aZ7 Parcel 14 3 ass' Permit# l It -- House# (0"� Date Issu `� �- ® 97 lvar oe'alth(3rd floor) 8:15 -9:30/1:00-4:30) 1'SAS, Fee Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Planning Dept.(1st floor/School Admin. Bldg.) Definitive Plan Approved by Planning Board 19 . - • BARNWABLL �6A88. TOWN OF BARNSTABLE '' A � Buildin Permit Application Project Street Add ress .� Village �irvrLe,� Owner Goa c Address Telephone Permit Request First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ /00 /J7 ?? If Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths):Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces:Existing New Existing wood/coal stove ❑Yes ❑No - Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) s� ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# - Current Use Proposed Use Builder Information Name Telephone Number �,57 e Add ss License# cl) 65//7Z 9 •�-o�,e�,� Home Improvement Contractor# /,4Z6).0 3 9 02 G� Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r � SIGNATURE r�'✓�. DATE -7 BUILDING PERMIT DENIED FOR E FOLLOWING REASON(S) FOR OFFICIAL USE ONLY - E n -. PERMIT NO. DATE ISSUED i MAP/PARCEL NO. ' ADDRESS ' VILLAGE ' OWNER DATE OF INSPECTION: } FOUNDATION , FRAME INSULATION FIREPLACE i '-i - _ � - � `' Y i t i r � F; ` . ,• t f , ; ELECTRICAL: ROUGH r .FINAL ! PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINALIBUILDING " - i � � � � ._ t � _ r �� •_ _' f ,� , � - _ � , DATE'CLOSED OUT-' ASSOCIATION PLAN NO. t ' f t i +'`=• The Colrr»rotzu,ca111t of:ltassachwelty �, ;,;1i 'j.�: •�+� fI DepartrruelJt OIrIIIIStllal.-�ccidclrts O1ffc9a11flF9S f9at1VJ7S \• ;:.. �; 6O11 gtntr Street • ;.� gustutr,. �-- '� Workers' Compensation Insurance Affidavit Fjn inf6rrri inn.. —'•"-• ._._ . ..__ ._r�_~�.. _..._ -•,._.._._...r.---•-----•^'_"'^.._--------- name, r1A n- " %• Q I am a homeowner performing_ all work myself. I am a sole proprietor and have no one working in any cnPaciry M I am an employer providing wori:ers compensation for my employees working on this job. cmmyi•rm n•rmr •rdtlrrcc• hnnril- inciirnncr rn. _ .. ..._.._....� - -� am a sole proprietor. ;t neral contractor, or homeowner(circle one) and have hired the contractors listed beio«' u the following workers compensation polices: mm :rm• n:rrnc• adrirccc- hone a• cin•• incur-inrr rn. Y_.. —_�—:_-,,:T•. s. ,�`_ con ins• nnt- addrecr hone rf- city- - ii •� insurnnce Co. , ^_�rNV•1�.�V -r...�.��.. Attach additional sheet if nee aiarF. +•>•`' �+ "'•'�'' Failure to secure cttvcrare as required under Section:SA of t►1GL IS:can teed to the imposition of cnmtnai penaittes of a Itne up to SISOU.U[ Une S cars* imprisonment as-cil.is cicii pcnaitics in the form of a STOP WORK ORDER and a fine of s100.00 a dad•against me. f uaderstanc cope j)f tlri�statement ma% be forrn•nrdcd to the oRcc of lnvestic2tions of the DIA for cavcrare verification. !do hercbr cerrif•tinder the pail's aad penaltles of perfuq that the information prorided above is true and corm Gate �/ Si_uaturc Phone 0 Print natne Tofticiai use univ do not write in this area to 6e eompieted by city or roan official permit/license if i"luuildinc Department y cin or town: �Licensin%lluard QScicetmen•s UQicc f- l; tassachusetts General Laws chapter ISM section 25 requires all employers to provide workers compensation f0lici nployecs. As quoted from the "law". an empinree is defined as every person in the service of anotli r under an\ )ntmct of hire.express or implied. oral or\\Tittett. n empinrer iv<dcf ined as an individual. partnership, association. corporation or other legal entity, or any two or morc foreaoin�_ en�_a�_ed in a,joint enterprise. and including the legal representatives of a dec=scd emplover, or the cciver or trustee of an individual , partnership. association or other legal entitS, employing employees. However the veer of a dwelling house having not more than three apartments and who resides therein. or the occupant of the cllitt�_ house of another who empidys persons to do maintenance , construction or repair work on such dwelling hou. oft the --i-cunds or building appurtenant thereto shall not because of such employment be deemed to be an employer. :3L chapter 152 section :S also states that even* state or local licensing agency shall withhold the issuance or. ic��a1 of a license or permit to operate a business or to construct buildings in the commonwealth for am• nlicant who lens not produced acceptable evidence of compliance with the insurance coverage required didonalk. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the 'formance of public work until acceptable evidence of compliance with the insurance requirements of this chapter ha n presented to the contracting authority. )hcants I.se fill in the workers' compensation affidavit completely, by checking the box that applies to your situa.:on and flying company names. address and phone numbers as all affidavits may be submitted to the Department of strial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The .3Vit should be returned to the city or town that tite application for the permit or license is being requested. :lie Department of Industrial Accidents. Should you have any questions regarding the "law" or if you are required ,:a in a tivorkcrs* compensatiot; polic%. please call the Department at the number listed below. or Towns be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of -itdavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Pleas re to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to eparttnettt by mail or FAX unless other arrangements have been made. )Rice of Investigations would like to thank you in advance for you cooperation and should you have any. questions. do not hesitate to Live us a ca11. ,epartment's address. telephone and fax number. The Commonwealth Of Massachusetts +�._. . ... Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax #: (6I7) 727-7749 phone #: (6I7) 7274900 ext. 406, 409 or 375 BA All It: 141 MAM Mla Town of Barnstable z Zoning Board of Appeals Decision and Notice Kuhn&Warren - Appeal 2000-95 Use Variance to Section 3-2.1 Principal Permitted Uses to allow Storage Units Summary: Not Granted Applicant: Christopher P. Kuhn&Laurie A.Warren Property Address: 67 School'Street-H annis, MA Assessor's Map/Parcel: Map 327:Par els 1 3' Zoning: - PRD-Professional Residential District Groundwater Overlay: AP Aquifer Protection District Background: The locus of this use variance petition is a 0.47 acre lot developed with a 1&1/2 story office building of 2,355 gross sq.ft. Use of the existing structure includes an office use and an apartment use. The locus is zoned PRD-Professional Residential District. The applicant is proposing to develop a second two-story structure on the site.of 5,624 sq.ft. with 18 outdoor parking spaces. The first floor is to be used for 11 storage units, all with garage doors. .The second story which totals 2,200 gross sq.ft. is also to be used for storage The Professional Residential District does not permit storage.as a permitted use nor as a conditional use. To allow for the storage use the applicant has petitioned for a Use Variance to Section 3-2.1 Principal Permitted Uses to allow the development. Procedural Summary: ` This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on September 11,2000. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened on October. 25,2000, and continued to January 10,2001, at which time the Board found not to grant the variance. Hearing Summary: Board Members hearing this appeal were; Dan Creedon, Gail Nightingale,Jeremy Gilmore, Tom DeRiemer and Chairman Ron S.Jansson. Attorney Bernard T. Killroy represented the applicants who were also present. Mr. Killroy presented the proposal to the Board. He showed photos of the existing building and site noting that the rear of the lot was open and under utilized. He presented several alternative scenarios of possible uses and cited that the storage proposal was the most profitable use to be added to the lot. Mr. Kuhn explained the need for the storage units for offices located in the neighborhood,for use as private garages,for storage of boats and the like. He stated that there is a great need for this use. A letter in opposition from Jane Welsh was read into the record. Her objections centered around the deterioration of.the neighborhood character if this variance were granted. Findings of Fact:At the hearing of January 10,2001 the Board unanimously found the following findings of fact as related to Appeal 2000-95: L 1. Christopher P.Kuhn&Laurie A.Warren have petitioned the Board for a Use Variance to Section 3- 2.1 Principal Permitted Uses to allow storage units within.the Professional Residential District. 2. The locus is addressed as 67 School Street,Hyannis, MA, as show on Assessor's Map 327 as Parcel 143 3. No variance conditions were presented to the Board and none can be found to justify the grant of the Use Variance. 4. The property has the benefits of an existing use that is permitted in the district. That use would. remain and would not be abandoned. Decision: Based upon the findings of fact, and for the purpose of moving this issue only, a motion was duly made and seconded to grant the relief being sought in Appeal 2000-95. The Vote was as follows: AYE: None . NAY: Dan Creedon, Gail Nightingale,,Jeremy Gilmore, Tom DeR.iemer and Chairman Ron S.Jansson. Ordered: . Appeal .2000-95, has not been.granted. Appeals.of this.decision,if any,shall be made-pursuant to MGL . Chapter 40A, Section 17,within twenty(20) days after the date of the filing of this decision. A copy of . which must be filed in the office of the Town Clerk. Ron S.Jansson, Date Signed I Linda Hutchenrider, Clerk of the.Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this S day of a 0uhder the pains and penalties of perjury.. Linda Hutchenrider,Town Clerk 2 } F YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates COST $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in the Town (WHICH YOU MUST DO BY M.G.L. - it does not give you permission to operate). You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 151 Fl., 367 Main St.,.Hyannis, MA 02601(Town Hall) and get the Business Certificate that is required by law. 3iA 1r 9a,fix ' DATE: b 3/I Z O`( 14 Fill in please:, APPLICANT'S YOUR NAME: �t'12 Gc�njc.L BUSINESS YOUR HOME ADDRESS: TELEPHONE #' Home Telephone Number. NAME OF NEW BUSINESS j-{ yc�nn�S Con,rh�rZ;�a (�L��v4tL ��TYPE OF BUSINESS [ IS THIS A HOME OCCUPATION? YES NO Have you been given approval from the building division? YES NO Z _ ADDRESS OF BUSINESS A chao( S l c�nn�5 1/� A Cj76 MAP/PARCEL NUMBER S L� When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. , This form is intended to assist you in obtaining the,information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: ~s_ TOWN OF BARNSTABLE BUILDING PERMIT,APPLICATION } Map ' Parcel 9Appo Health Division Date Issued Uv Conservation'Division Application Fee Planning.Dept. '. Permit Fee Date Definitive Plan Approved;by Planning Board Historic'- OKH Preservation/Hyannis Project Street Address SCHOOL. SN Village 1�`CPr6�YN�S r Owner_` AOR I E W ARO EQ Address' 190 0 VMLEA R0 0-Y04 MU IS Telephone SD l"1 j • gl 377 Permit Request 0 - t E iA-C.k �1R N6 LES 'I to Square feet: 1.st floor: existing proposed 2nd floor::existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ?00 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. ^� Dwelling Type: Single Family '❑ Two Family ❑ Multi-Family(# units) v Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other (�sement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) yJ Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas e ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal tove: ❑Yes ❑ No N Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existi g ❑ s+ze_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: ` r crl Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ -� Commercial ❑Yes ❑ No If yes, site plan review # ' Current Use Proposed Use _47 -PP? APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name y�� \ Vi 70 Telephone Number -7-7 9 70 Address In OLD " 0v-)-Q License # MAN(YIS MYN • Home Improvement Contractor# �5 Worker's Compensation # g ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C SIGNATURE DATE (0— FOR OFFICIAL USE ONLY 4'APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS V VILLAGE OWNER DATE OF INSPECTION: I .. FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH ' FINAL PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL ' FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. lr f f ' .y. ,per The Commonwealth of Massachusetts �\ Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.govldia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizationandividual): GU- �v Address: 10 01-,D\-per 94D t��CAN(V1 S �2 G LS -7-7 S �q Phone.#: S© 3..City/State/Zip: - Ar 'on an employer? Check the appropriate box: Type of proj ect(required): 1, am a employer with 4. I am a general contractor and I 6. 0 New construction employees(full and/or part time).* have hired the sub-contractors 2. I am a sole proprietor or partne% listed on the attached sheet 7. ❑Remodeling • ship and have no employees These sub-contractors have g, �Demolition working far me in any capacity. employees and have workers' 9 0 Building addition [No workers'comp.-insuiance comp•insurance.t required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myselL[No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4);and we have no employees. [No workers' 13.❑Other�1�iUC� �1iPA1 comp.insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'co 4=mation policy information. t Homeowners who submit this affidavit indicating$hey art doing all work and then hire outside contmnctors must submit a new affidavit indicating such. tC'Mtractors 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 providt:their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this stattmeik may be forwarded to the Office of Investizations of the DIA for insurance coverage verification. I do hereby c rtify r pains•and penalties of perjury that the information provideedd above is true and correct Si ature Date: Phone# Official use only. Do not write in this area,to be completed by city or town off ciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector' 6. Other Contact Person: Phone#: Information and Instructions j Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees: - . Pursuant to this statute,an employee is defined as ...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representative's 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 moirean th three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings'in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract fok the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit(license number which will be used as a reference number. In addition, an applicant that must submit multiple permit(license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to 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 call The Department's address,telephone-and fax number. The Commonwealth of Massachusetts Degarbnent of Industrial Accidents Office of Investigations 604 Washington Street Boston,MA 02111 TO. #617-727-49Q0 ext 406 or 1-977-MASSAFE Fax#617-727-7749 Revised 11-22-06 www.mass.gov/dia w' oFt►+Ero,,, Town of Barnstable ~' Regulatory Services ` BMtNSTABiEKAM Thomas F. Geiler,Director 019. rFnNu►�a Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, LAu2i PWEk) , as Owner of the subject property hereby authorize to act on my behalf, in all—matters relative to work authorized by this building permit application for: �0�7 SCHtbL �`T- N`�ANiI>r 5 (Address of Job) Signature ojrOwner Date Print Name If Property Owner is applying for permit please complete the Homeowners License ` Exemption Form on the reverse side. L _ Town of Barnstable .. �Op 1HE Tp�� Regulatory Services ` Thomas F.Geiler,Director BARNSTABLE. . p MASS' Building Division PTED ,ts Tom Perry,Building Commissioner . 200 Main Street, Hyannis,MA 02601 vsmv.town.barnsiable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS- city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. C I:•. DEFINITION OF HOMEOWNER r 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 1109.1.1) 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. r ` 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 of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. rEngineeringDept. ( dfloor) Map Parcel 4"eimit# r•: . House# � Date Issued Board of Health(3rd floor)(8:15 =9:30 0:00-4:30) - Fee 4d CSnservation Office(4th floor)(8:30-9:30/1:00-2:00) 1 Planning Dept. (19t floor/School Admin. Bldg.) �tME Tq;' Definitive Plan Approved by Planning Board 19 ; i - BARNSPABLE. MASS. p 39. TOWN OF BARNSTABLE Building Permit Application Project Street Address 4-7 Se/,ex, �/ z Villagel7,WAAW/ Owner C ,-4S75,ok-P22 ,� Address 114,,Cd2 A44A0,-t-TI4;rfLGs Telephone '5�2o•-aa- 7 - ' ► Permit Request Efie Ydr.;1 ®� First Floor 16 g square feet Second Floor /�/�✓� square feet Construction Type Estimated Project Cost $ Zoning District I tf`"D� Flood Plain .VQ Water Protection 1410 Lot Size ���'yC, Grandfathered iff Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 4/, Historic House ❑Yes )&No On Old King's Highway ❑Yes '19No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other .1 Basement Finished Area(sq.ft.) 4/L._4 Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing 1111A, New T Total Room Count(not including baths): Existing-, New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes IANo Fireplaces: Existing N New Existing wood/coal stove ❑Yes ONO Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) None / Shed(size) X 1-3 ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes/ 'allo If yes,site plan review# - Current Use h %mom fr' Proposed Use ti14 Builder Information Name �j ,a--?�(��,� Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE . BUILDING PER DENI FOR THE FOLLO�WINAG REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED - MAP/PARCEL NO. r ' ADDRESS ` i VILLAGE/ OWNER 1 4 DATE OF INSPECTION:, FOUNDATION. ,. •y t ; i a FRAME t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL z a f 14! GAS:- ROUGH FINAL k — - �'�^ F `` r •fir Y l•.• - ' - ^ ; •, ' FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. _ t . Engineering Dept. Ord floor) Map Q. Parcel �{; �-1� Permit# House# -7 PJJ Date Issued ' -Beaul Df Health Ord floor)(8:15 -w 9:30/1:00 (-S rf----i Fee u Conservation Office(4th floor)(8:30-9:30/1:00 7.2:00) arming Dept.(1st floor/School Admin. Bldg.) THE'O' efiniti a A o d b Planning Board 19 BARNSTABLE. .• ' CFO 19- OWN OF:BARNSTABLE #F Building PermiQpplication Project Street Address to / Village '(�Owner Address TelephoneO-/ �C Permit Request t ol -First Floor square feet Second Floor square feet Construction Type ( LPif c — Estimated Project Cost $ - Ow Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelli e: Single Family ❑ Two.Family ❑ Multi-Family(#units) Age of Existing St t Historic House ❑Yes ❑No On Old King's Hi ❑Yes ❑No Basement Type: ❑Full ❑ r ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement coshed Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths xisting New First Floor Room Count Heat Type and Fuel: ❑Gas Oil ❑Electric ❑Other Central Air ❑Yes No Fireplaces: Existing . New Existing woo al stove ❑Yes ❑No Garage: ❑ ached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) a ❑Other(size) Zoning Board of Agpels,Authorization ❑ Appeal# Recorded❑ Commercial , Yes ❑No If es, site plan review# Y Current Use Proposed Use i / B:uifll�derlormation Name Telephone Number Address /d 1444,%414le �9lfF, License# 0 2 ff oo 7 e S 7/z-2 C//,LG,4r 1-7,4. -0-2 Home Improvement Contractor# Worker's Compensation#T�ld NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. L CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO .� SIGNATURE DATE BUILDING PERM DENIED FOR THFJOLLOWWG REASON(S) FOR OFFICIAL USE ONLY , i PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE • ... - a OWNER t ; DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE - - ELECTRICAL: ROUGH a FINAL — s PLUMBING: ROUGH FINAL r s GAS: ROUGH FINAL FINAL BUILDING 2*' { ' DATE CLOSED OUT f f f ASSOCIATION PLAN NO. t t i �fie`�ammwmcuea a�.�aaaac�Zute%s_I` DEPARTMENT OF PUBLIC SAFETY ONSTRUC� UPERVISOR LICENSE ' Num O Expires: :. ..__—..�. t.Restr�cted�To •`: BB CHRISTOPHER P "-KUHNIf- , 239 PRINCE AVE MRRSTONS MILLS, MA 12648 I � ASSESSORS LOT 144-2 258.6'�DE'ED �� 259.83"(PAN 3 1 22 o � ASSESSORS LOT 143 W .15.3 h•� b HE v ! b asSEssoRs 057. 7'(DEED) LOT 138 • ASSESSORS LOT 258 NOTES. 1. PRE-EXISTING NONCONFVRM/NC 2. LOT SHAPE TRACED FROM ASSESSORS MAP 327 3. RECOMMEND INSTRUMENT SURVEY 4. THERE IS NO RECORD PLAN ON FILE RES. ZONE- 'PRD"" This MORTGAGE INSPECTION Plan is. For FLOOD ZONE- "C" TOWN: ByAmw Bank Use Onl DEED REF: -4-5M-7- ____________REGISTRY OWNER: CI OOL 45� ZE�T,R�4-zy cQ8F-------- DATE: _3,��2�97 _____----- - BUYER: -L4(N1.��4,__W�BEIY_ �7 ISTQpJYEB_P�_IfLll�1L--- _ -__ PLAN REF: -1V0 -PJA1V____________SCALE:i"= 40' FT. I HEREBY CERTIFY TO IfILRDY g RpEA_P _C_ YANKEE SURVEY.----- ___THAT THE BUILDING `'� Us �".4 SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS J P,,�L \q�r " CONSULTANTS SHOWN AND THAT ITS POSITION DOES ___- CONFORM A. ^, TO THE ZONING LAW SETBACK REQUIREMENTS OF THE 1 MERiTHEVJ 40B (SUITE 1) TOWN OF ___eldRAVSTA& -------------AND THAT �', No. 32M �- INDUSTRY ROAD IT DOES_ 1VOT_ LIE WITHIN THE SPECIAL FLOOD HAZARD ` ;, �� . ���� MARSTONS MILLS, MA. 02648 AREA AS SHOWN ON THE H.U.D. MAP DATED �' ��R �,�� . Coto -$- - �:�� ih•,a TEL 428-0055 it -Panel ,250001 0005 C FAX: 420-5553 � .�n[��fiLl,._________ THIS PLAN NOT MADE FROM AN INSTRUMENT IS SURVEY. NOT TO BE USED FOR FENCES, ETC. �0471 DPC The Cannirfrttirealth ofafaseacbusens is Department of industrial Accidents - '=\.,';i;f 6110711u lim-run Street ��.�•_,'.. Busiorr.Aiwa: (lZIII Workers' Compensation Insurance Afridavit dfinilenrit in inn: Plc•tse PRINT'It —' name* �/)/Z/S IeUAij �/ location 17 SdkoL ET OZ60/ nhnned Jr��yZ0�OG72 I am a homeowner performing all work myself. �I am a sole proprietor and have no one tivorkin�s iri amp capacity —__ i ['j I am an eniplover providing�worken' compensation form}•employees working on this job. r ` comnnm•namr: address- t tits' Phone it• in�nrnnce cn. Holier # I am a sole proprietor. general contractor.or homeowner(circle otte)and have hired the contractors listed below who hay the Following workers compensation polices: comnans• name, addrrsc: . cin•: nhonc l►• incnrnncr rn nnlicr M cmmn:rns nnmc, adrlrccc• rirs•� nhonc t!r incursnce cn nofic�•� Attach additional sheet if neceasary -_ c - --+ _ - -- -� tea;;.— .-'-—�% Failure to 3iecure cus•cra¢c:ts required under Section:SA of A1GL 152 can lead to the imposition of criminal penalties of a lineup to S1S00.1) andlur une years*imprisonment asscrll Is cis it penalties in the form of a STOP Nt'ORI:ORDER and a fine of 5100.00 a dad against me. !understand that a cope of this srttentcnt ma% be forwarded to the Office of Investigations of the DIA for coverage verifteation. 1 t/o lterchr ccrrift !tics of perjuny that the information provided above is true uttd co Si^nature . Date 2 25- f Print namezzz /SV /��'� Phone t: SOS' y2O-0672 'oftcial use unly do not is-rite in this area to be compacted b. cite or town official cit%.or tmvn: permit/license N rilluilding Department C3Ucensing Board L check if immediate response is required Mcieetmen's OM"r R. ' C311calth Department hone tl; MOther a, .contact prrson: P c information and Instructions Massachusetts Gencral Laws chapter 152 section 25 requires all employers to provide workers' ctm� Pensatiem for employees. As quoted from the an emplt rec is defined as every person in the service of cintither under an%- contract of hire. express or implied. oral or,%witten. An emplt rer is defined as an individual. partnership, association. corporation or other legal entity. or an%,two or me 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 owner of a dweliing house having not more than three apartments and who resides therein. or the occupant of the dwclling house of another who employs persons to do maintenance, construction or repair work on such dwc1ling or oil the__rounds or building appurtenant thereto shall not because of such employment be deemed to be an empiov M G L chapter 152 section 25 also states that even-state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct building's in the c:ommomwralth for any applicant ivho itas not produced acceptable evidence of compliance with the insurance coverage required. Additionally. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the perforntattce of public work until acceptable evidence of compliance with the insurance requirements of this chapter been presented to the contracting authority. f �....�—.�_.._.._.... .....� . .��..�.�T"�� • _ .,.. tea• ..�`..:l.l...:,1,' .1Y. - �L« �'..... . ..—... Applica.ats Please fill in the workers' compensation affidavit completely, by checking the box that applies to dour situp ion and supplying company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for cotttirmation of insurance coverage. Also be sure to sign and date the affidavit. Tile affidavit should be returned to the city or town that tite 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 repair: to obtain a workers' compensation polic}•. please call the Department at the number listed below. City or'rowns Please be sure that tite affidavit is complete and printed legibly. The Department has provided aspace at the bottom the affidavit for you to fi11 out in the event the Office of Investigations has to contact you regarding the ..pplicant. Pa be sure to fill in the permit/license number which wili be used as a reference number. The affidavits may be returner to De y mail or FAX unless otherarrangements have been made. tile ar gent b {� lta The Office of Investigations would like to thank -ou in advance for you cooperation and should you have any questic please do not hesitate to _give us a call. The Department's address. telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents ... ofice of Investigations 600 Washington Street Boston,Ma. 02111 fax #: (617) 727-7 749 +qa' _ F 1r. T 11i� �A r � F r. I I Loz'-7 f - a � Ntd'I �h� � ���S1X2J '► Al, J NO 4. . a a f f� t i I t S 03 o tL s v LLI al fl P� v The Cominwi lveulth of.1 fassac h usetts Deparnizei'1 of ludu trial Accidems Wl 0111CPD1/ttYPS11=1101IS _ 600 tf usllinl tair Street m Bu.virtm Alas. 02111 - �' Workers' Compensation Insurance Affidavit l It an inf rm inn. Pl P� r cat n 7 / �a� V1 am a eowner performing all work myself. I am a sole proprietor and have no one workina in any capacity :.... . .. .� .__..+_ �_ ....-.ter----.•.-„•.�•.-_- - ---"t�"__...-..._....-_.__-'-- [1 1 am an employer providing workers' compensation for my employees working on this job. conitmov n•tmc• addrea• city- nhonc#• - 'incurancc cn noiirt•# [I I am a sole proprietor. beneral contractor, or homeowner(circle one)and have hired the contractors listed below who ha%e the followin= workers'compensation polices: cmmTI•mc nnine• adrlrrcc: cite nhonc#• - incurnncr rn noiicr t - comnnn% nnmt— addrecc• tin phone#• incurnnee co noliev# _ •Attach adJitio_nal sheet if necessary• ..•..:��;,.,�,.,_ ".,..;W.:�.��=•'•.'�•.-•••.'• '_ " ^•'='•` ";;,,.:=-'�'.�,.;,��». Failure to secure cucernec as required under section 2 A of,11GL 152 can lead to the imposition of criminal penalties of a tine up to SI.500.00 andiur unc tears'imprisonment as cell:ts cicii penalties in the form of a STOP WORK ORDER and it fine of S100.00 a day against me. I understand that a copy of this Matcntent mac be fur•rnardcd to the omcc of Invcsti;tations of the DIA for coverage verification. I do herehv certtjt rI the pains and p naitics jp•rjun•that the in ormation provided above is tltrr ud correct. Sianature Date --B — 9 e- Print name Phone# ' oRciai use unit' do not write in this area to be completed by tiny or town of 621 city or tnicn: permitilicense# Itluilding Department ❑Licensing Board [Z check if immediate response is required ❑ 5eleetmen's Office r �. ❑health Department phone#• n0thcr �. contact Person, r � i *n information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' cont Pell satian for employees. As quoted from the "ta��". an etnplt tree is defined as every person in the service of another under an\• contract of hire. express or implied. oral or,-vrincn. An einplt trey is defined as an individual. partnership. association. corporation or other legal entity. or an},two or me the foregoing cn�-,,a in a joint enterprise.and including the legal representatives of a deceased employer. or the recciv er or trustee of an individual . partnership. association or other legal entity, employing employees. However owner of a dwelling house having not more than three apartments and who resides therein. or the occupant of the dwcllin% house of another who employs persons to do maintenance, construction or repair work on such dwelling_ or on the _arounds or building appurtenant thereto shall not because of such employment be deemed to be an empiov MGL cha'pter 152 section =5 also states that every state or local licensing agency shall withhold the issuance ot- rene»•al of a license or permit to operate a business or to construct buildings in the commonwealth for any a;�piicant �yho has not produced acceptable evidence of compliance with the insurance coverage required. Additionally. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the perforniance of public work until acceptable evidence of compliance with the insurance requirements of this chapter keen presented to the contracting authority. Applicanas Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying_ company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial accidents for confirmation of insurance coverage. Also be sure to sign and date the afldavit. Tile 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 require icy lease call the to obtain a workers' compensation policy. p Department at the number listed below. City or,roivns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom the affidavit for you to 1-111 out in the event the Office of Investigations has to contact you regarding the applicant. P', be sure to fill in the permit/license number which will be used as a reference number. Tile affidavits may be returnee the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for;you cooperation and should you have any questic please do not hesitate to give us a call. The Department's address. telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents office[if Investigations 600 NVashinaton Street Boston,Ma. 02111 fax #: (617) 727--7749 I� _nhone 'L: (6I7) 72 7-4900 ext. 406, 409 or 375 Hyannis Main Street Waterfront Historic District Commission _ MAM 230 South Street Hyannis,Massachusetts 02601 - r 508-790-6270 FAX 508-790-6288 __ ..... _ CERTIFICATE FOR DEMOLITION OR REMOVAL. Application Is hereby made, in triplicate, for the Issuance of a Permit for Demolition or Removal of a building or a structure or part thereof, under M.G.L. Chapter 40C,The Historic Districts Act,for proposed work as described below and on plans,drawings or photographs accompanying this application. TYPE OR PRINT LEGIBLY DATE_ December 3 0 , 1997 #6 7 School S t r e e t , H y apn i$ASSESSORS MAP NO 327 ADDRESS OR PROPOSED WORK_ OWNER Laurie A. Warren & Christopher P. Kuhn ASSESSORS LOT NO. 143 HOMEADDRESS 239 Prince Avenue , Marstons Mills TEL.NO. 420-0672 NAMES AND ADDRESSES OF ABUTTING OWNERS: Include names of adjacent property owners acrass any public street or way. (Attach additional sheet,if necessary). See attached sheet . AGENT OR CONTRACTOR Owner TEL.NO, ADDRESS DESCRIPTION OF PROPOSED WORK: If building is to be removed,give new location. Snap shots showing all views of building must accompany application. (Attach additional sheet,If necessary). Immediate demolition of a 131X 13 ' shed . Note: If approval is granted for relocation, a separate Certificate of Appropriateness Is required for new location if within the Hyannis Main Street Waterfront Historic District. SIGNED ovmer-Etintraet Age"e� Space.below line for Committee use. Received bX The Certificate Is hereby Date Daier ._. TlmeDE 1 B Approved IMPORTANT: If Certifioet¢is approved,approval is subject to the 20 day appeal period provided in the Ordinance. Disapproved El a < � W s ASSESSORS LOT 144-2 258.6,(DEED .� ( 358/3) -.zo.s_ O 83 259. PLAN 56.1'- n O y ASSESSORS LOT 143 gyp 'o c CO �o 0 W 153 b � b ... 7' DEED) ASSESSORS 257. LOT 138 • ASSESSORS LOT 258 NOTES. 1. PRE-EATSTINC NONCONFIORMINC .z LOT SHAPE TRACED FROM ASSESSORS MAP 327 3. RECOMMEND INSTRUMENT SURVEY 4. THERE /S NO RECORD PLAN ON FILE RES. ZONE. PRD" This MORTGAGE INSPECTION Plan is For FLOOD ZONE "C" Bank Use Only TOWN: _b'YAlY1Y1F _ ______________ REGISTRY OWNER: SCHOOL STREET RALT '_�0 _P________ DEED REF: __45�Q,/_7 ------------BUYER: _JA.1181.0 __W4BW'LY&-M&ZSTQ1'IEB_P�_lflllllL--- DATE: _3�19ZV _______________ PLAN REF: _L �LA1V__--___-__--SCALE:I"= 40___FT. I HEREBY CERTIFY TO IfIL1>`QL�_Tg�lv_P _____ YANKEE SURVEY. ___THAT THE BUILDING '�`� 0� �'ss SHOWN ON THIS PLAN—I—S LOCATED ON THE GROUND AS �q�Y CONSULTANTS F PAUL (. SHOWN AND THAT ITS POSITION DOES _ __ CONFORM A. 40B (SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE MERITHEYI 0 TOWN OF _ SAS?&STABLE ___AND THAT 1�;, No. 32(FJ8 INDUSTRY ROAD IT DOES_ NOT_ LIE WITHIN THE SPECIAL FLOOD HAZARD ~�;, ?� �° , MARSTONS MILLS, MA. 02648 ct� �. AREA AS SHOWN ON THE H.U.D. MAP DATED$/ �� _ \ :.�•;� ihk0,� TEL 428-0055 Com it - anel .250001 0005 C --�:�t FAX: 420-5553 ,?nt_�► __---_-_- THIS PLAN NOT MADE FROM AN INSTRUMENT T' L A. MEI'2 THEW, SURVEY. NOT TO BE USED FOR FENCES, ETC. ?0471 DPC E Wu W/l/ j Poo/ fa �✓ 5t ".d 1 d .. I �oaTMe ; BnaxsrnBM - A,059. ,.� The Town of Barnstable ED MA'S s Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner July 10, 1997 Christopher Kuhn and Laurie Warren 171 Main Street Hyannis, MA 02601 Re: SPR-045-97 School Street Realty Corp. Christopher P. Kuhn&Laurie A. Warren, 67 School Street, Hyannis (372 143) Proposal: Establish residential apartment on second floor by adding a kitchen. Add a wall in reception area#2; add exterior door and airlock to reception area#1 in office space. Dear Mr. Kuhn and Ms.Warren, The above,referenced site plan was reviewed at the July 10, 1997 meeting of Site Plan Review and deemed approvable under Section 4-7.4 (2) of the Barnstable Zoning Ordinance Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner 116 IIII J�RECYCLfp cow z UPC 68021 No. SF11 SA °osr.co�s' HASTINGS, MN - - - - - - — - �{- RESIDENTIAL PROPERTY MAP NO. LOT NO. FIRE DISTRICT SUMMARY STREET 67 Schoo S't• Hyannis - 73 LAND 3 ,� C_ H BLDGS. J7 / f3 OWNER �... 'ECf':, . r TOTAL j LAND RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: � BLDGS. 60 0 TOTAL 13 LAND I: L `� ��C.G..6`r-/ t •� r•'i ,�. Blocs. rn / i L TOTAL LAND BLDGS. 1 TOTAL LAND BLDGS. TOTAL LAN D 0) BLDGS. TOTAL LAND BLDGS. TOTAL LAND INTERIOR INSPECTED: BLDGS. DATE: / / Q_ `` TOTAL c/ \\ r f7c1L'J � '`S.. ���;�',.R-- '- LAND ACREAGE COMPUTATIONS BLDGS. LAND TYPE # OF ACRES PRICE TOTAL DEPR. VALUE TOTAL HOOT G b %� // 1 '��7—^r- Cx _. / 3 G i) 1 LAND CLEW FRONT Q Q -Z 72 60 -4'0 .*tu 0) BLDGS. REAR TOTAL WOODS&SPROUT FRONT LAND REAR BLDGS. WASTE FRONT TOTAL REAR LAND BLDGS. - TOTAL LAND BLDGS. --- LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH % FRONT FT.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND SWAMPY NO RD. BLDGS. (Conc.Walls Fin. Bsmt.Area Bath Room / Base U/0 BLDG. COST Conc.Blk.Wells Bsmt. Rec. Room St. Shower Bath j Z Bsmt. A p Conc.Slab Bsmt.Garage St. Shower Ext. PORCH. DATE/ys0 - Walls PORCH. PRICE�s� Brick Walls Attic Fl. &Stairs Toilet Room Roof RENT /h v Stone Walls Fin.Attic Two Fixt. Bath Floors Piers INTERIOR FINISH Lavatory Extra O Bsmt. L�- '1' 2 3 Sink / Plaster Water Cie. Extra Attic EXTERIOR WALLS Knotty Pine Water Only 1 ' Double Siding Plywood No Plumbing Bsmt. Fin. $ Single Siding Plasterboard Int.Fin. UP Shingles h�^/,-t �/ TILING /_—,j0 ' Cone. Blk. G F P Bath Fl. Heat U Face Brk.On Int.Layout Bath .&Wains. Auto Ht.Unit ;s U Veneer Int.Cond. Bath Fl. &Walls Fireplace Com.Brk.On HEATING Toilet Rm. Fl. plumbing {- jVL/o Solid Com.Brk. Hot Air. Toilet Rm.Fl.&Wains. Steam Toilet Rm. Fl.&Walls Tiling J__ -3/ t) /-S' Blanket Ins. Hot Water St. Shower 'Roof Ins. Air Cond. Tub Area I Total . Floor Furn. ROOFING ,2 — J _ COMPUTATIONS s ' Asph.Shingle Pipeless Furn. S. F. a c f SR d . Wood Shingle No Heat d U S. F. (,• SteO y 9SU Asbs.Shingle Oil Burner y 93 S. F. -7 ,Slate Coal Stoker S. F. _ � S.? i�Air' . Co A/V, Ta ,-i'u:�:•..-r 'Tile Gas S. F. OUTBUILDINGS ROOF TYPE Electric ,Gable Flat S. F. 1 2 3 4 5 6 7 8 9 10 1 1 2 31415 6 7 8 9 10 MEASURED IHip Mansard FIREPLACES S. F. Pier Found. Floor iGambrel Fireplace Stack Wall Found. 0.H.Door LISTED FLOORS I Fireplace V Sgle.Sdg. Roll Roofing — Conc. _ LIGHTING � Dble.Sdg. Shingle Roof Earth No Elect. DATE Fin. Shingle Walls Plumbing Hardwood ROOMS ; Cement Blk. Electric i,Asph.Tile Bsmt. Ists TOTAL j Brick Int.Finish PRICED Singlg 2nd 3rd FACTOR REPLACEMENT OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. DWLG. j / ? = �F` S r / Jim P;;� 37�S` ? a 3 SS__ A 3:.v _... 2 3 4 - 5 6 7 B 9 - — 10 TOTAL i �� � _ i � � � i I � ',�-�� _ 3 '� ij s 4 _ l ��� �( `� � � �4 ��� � C. �� < 1` �� J � i I. Card Ursa XXXX'- �. 9/2612018 : 83V23341614190725 X77 XXX XXXX 2023 � , Card XXXX XXXX ,9126/2018 , 7A523302CR033771T `� XXXX 2348: i.._.... ...,, "., Card XXXX XXXX 9126%2018 1XU941694Y3967401 XXXX 0299 Card XXXX XXXX .. 9l2612018 1XU941694Y3967401 XXXX 0299 Card XXXX XXXX m9/26/2018 7GV57775JJ932473N XXXX 4:668 Card ' XXXX-XXXX 9/26/2018 14P546815U320522S XXXX-4563 `. e� s of 22 10/3/2018 Eversource Energy Service Add;e,%S: City: Page Number: Auth.No. Work Order Number: }+"' 67B SCHOOL ST. HYANNIS or Pages 2322377 Customer's Name/Title: - Prepared by: Date STEVE ONEAL CHRIS MURPHY 1.28.19 Sales Representative: SEAN HAYES NEW Circuit Number: 4-63-521 Electrician: JOHN BREWER UNDERGROUND TLM: 400846 Switch Size: - '200 AMP SERVICE Secondary Sheet Number: t hA v NOT OH"SERVICE 54/8- A � f 54/8 — PRIVATE .` ~ - .. _ � _...___. � F � ��� 't r , c y M {r+ W- PRIVATE 67B T • t ..: 75 CUSTOMER TO: F r h tt SUPPLY AND INSTALL,CABLE,CONDUIT,AND''HANDHOLE AT.POLE 54/8-A TO HOUSE#67B ' ¢,• ` , } a � ^lO (V w 54 u GARAGE t .EVERSOURCE TO p X. DROP TWO EXISTING.SERVICES ON POLE 54/8-A FEEDING HOUSE#'59 ; W: 3, t REROUTE INTO NEW LARGE HANDHOLE/H8-A CONNECT WITH NEW SERVICE O. FEEDING GARAGE#67B INSTALL 500 M.CM CU ON POLE/8-A FOR NEW RISER j �. CONNECT IN HANDHOLE ANDAT MAINS ENERGIZING ALL SERVICES. r INSTALL MOULDING 4 n '� ', 'ROPERTV ADDRESS ZONING I DISTRICT CODE SP-DISTS. DATE PRINTED CSTATE PARCEL IDENTIFICATION N LASS I PCS NBHD KEY NO. LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS Ty UNIT ADJ'D.UNIT L ano Bytoa�e size D�men=ionLOC./V R.SPE C,CLASS ADJ. COND. P PRICE PRICE ACRES/UNITS VALUE Dascripron SCHOOL STREET REALTY CORP MAP— LAND/OTHER FF.De -Acres E #LAND 1 26i600 CARDS IN ACCOUNT — 30 3SITE 1 X .47 =10 157 50 71999.95 56519.9 .47I 26600 1 #SLDG(S)—CARD-1 1 90,000 01 OF 01 4 j #PL 0067 SCHOOL ST HYANNIS COST 116600 S i C= 100 7007. 70G 1 #RR 1434 0080 111000 D 6SMT S X 2 7.20 781 5600-8 INCOME USE D �A APPRAISED VALUE � �A 116,600 PARCEL SUMMARY S LAND 26600 T j LIMPS 90000 IO E I i (TOTAL 11660C N CNST N ; DEED REFERENCE Type DATE Recorded PRIOR YEAR VALUE q T Boob Page Ins.. Mo. ",]DI sales Pr ce 26600 r S 4580/072: 1:06/35 155000 ILAND BLDGS 90000 760/390 r 100/00 TOTAL 116600 3 BUILDING PERMIT *ATTORNEYS O f f I t Number Dale Tree Amount E............... LAND LAND-ADJ INC ME SE SP-BLDS FEATURES( BLD-ADJS UNITS 26600 1400 Class Consl. Total qVear Buiilt Norm. Obs v. U nils Unils Base Rate Atll Ralc Age Depr. Con tl. CND. Loc. 4n R.G. Repl.Cost New Atlj.Repi.Value glories Meig ht Rooms ed Rms Baths I Fix. P,nywell F.c. 000 100 100 60.95 60.95 00 75 19 80 100 80 112500 90000 1.5 8 4 2.0 7.0 �clIc. ..Is Square Feel Repl.Cost MKT.INDEX: 1.00 IMP.BY/DATE: / SCALE: 1/00.4 2 ELEMENTS CODE CONSTRUCTION DETAIL 8AS 100 60.95 781 47602 GROSS AREA 2355 SINGLE FAMILY DWELLING CNST GP:00 F ! FSF 90 54.86 300 16458 N *--16-* STYLE 32C_ON_V_.D_W_E_L_LI_N_G_ 0. ----Id - --- - 1 fSF 90 54_86 493 27046 *6-* ! DESIGN ADJMT 00 0. -------- --- ---------------------- 8 5 42 2.5.60 781 19994 11 20 E-XTER.WALLS 01WOOD___f_R_A_M__E______ 0._ FSF ! iAfiAC TYPE dZOft 0. *8-* *--17--* INTER.FINISH 00 0.0 --------------- --- ---------------------- 8 S INitR.LAYOUT 01 0. 1 *-14-* INTER.OUALTY 02SAME AS EXTER_. 0. '. FLOOR STRUCT DO 0.- D 18 ! EFLOOR COVER 00 0.0 ROOF TY, E 00--------------------_0-0 E TptalAreaS Au+ = Basa. 1 574 ! ! --------o----- T BUILDING DIMENSIONS *---20---*-9-* ! ELECTRICAL___ OG 0.0 A BAS W23 N06 FSF W20 N15 E20 S15 ! ! BASE41 FOUNDATION 00 94- .. SAS N17 E09 N18 E14 FSF N05 15 15 ! -------- - --- ---------------------- ---------------------- E17 N20 W16 S06 W06 S11 W08 FSF ! FSF 23 ! PROFESSION-AL- ZONE L S08 E13 .. SAS S41 .. 815 N41 ! ! ! LAND TOTAL MARKET W14 S18 W09 S23 E23 .. *---20---* 815 ! PARCEL 26600 116600 *---23---X AREA VARIANCE +0 +0 STANDARD 50 i r 116 �IIII J�gECYCLfpc� UPC 68021 No. SF11 SA HASTINGS, MN TOWN OF 888NSTAZLZ WOORT E. RPORT.S MENT88Y/QONT1 . Y • _ Fvm7 /OEM DIME (Z=t F=wv RID=) aSZ =TARS i OBSERVATIONS-ISEAISE EVIDENCE. SERIAL /S ETC. g 7 \ _�- F i cam; I 116 �Illaas�nA/O 2Jg RECYC(fp�o IIII � z UPC 68021 No. SF11 SA °psr-coNS'�� HASTINGS, MN 3urt&C` $u1a�.-�_ 7-_�..� =r=^"'�cmbwi�r,'�.r�,i. ��hr•='��`:� Ltiu�oe _ :: y"� =u_' _ _ a' Ja� S� IV LLJ ® _ co 4r � T c co ,259. 83 ' P��N 3 �25�. 6 '(2EED ( 35B l � v -J. ►w'. JI i o c6.1 56�1 oe r I � ASS. - LOT' '� C _ _ i b ► ri m ;_ :� 4 b oj 0.0 • Iv Al 8 + ,257 7'(DEED) •�,ISPSSORS LOT - . . _ r GENERAL NOTES CONCRETE NOTES WOOD FRAMING NOTES 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING SPECIFICATIONS,INCLUDING THE 1.ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA"NATIONAL DESIGN = 1.CONCRETE MIXTURE,FORM-WORK,DELIVERY°AND PLACEMENT SHALL CONFORM TO ALL FOLLOWING GOVERNING STANDARDS: SPECIFICATION FOR WOOD CONSTRUCTION",AND SUPPLEMENT"DESIGN VALUES FOR WOOD REQUIREMENTS OF ACI 301(LATEST EDITION),UNLESS OTHERWISE NOTED. CONSTRUCTION",LATEST EDITION.MAXIMUM MOISTURE CONTENT SHALL BE 19%. A.THE MASSACHUSETTS STATE BUILDING CODE,9TH EDITION(780 CMR,BASED ON IBC2015 W/MASSACHUSETTS AMENDMENTS)AND ALL OTHER N c 2.CONCRETE MATERIALS SHALL BE:TYPE 1 OR 2 PORTLAND CEMENT,SAND AND GRAVEL tl► ;;� AGENCIES HAVING JURISDICTION. 2.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY AGGREGATES.CONCRETE SHALL BE AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE p h (SILLS,PLATES,ETC.)SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE,OR APPROVED EQUAL,TO B. AISC"SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS",LATEST EDITION. COMPRESSIVE STRENGTH,(F'C)IN 28 DAYS,WHEN TESTED IN ACCORDANCE WITH ACI MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. 318-LATEST EDITION,SHALL BE AS FOLLOWS:ALL CONCRETE WORK-3,000 PSI. P� C. ACI"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."(ACI 318-LATEST EDITION) SITE MIXING OF CONCRETE IS PERMITTED. 3.ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING,DECKING,STAIRS,RAILS,BRACING, 3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS,FOOTINGS,PIERS,ETC., ETC.SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM D. THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE AMERICAN WELDING SOCIETY(AWS D1.1) SHALL BE 4".THE MAXIMUM CONCRETE SLUMP FOR SLABS SHALL BE 3"UNLESS CONCRETE DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. E.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION. MIX DESIGN ALLOWS HIGHER SLUMP DUE TO ADMIXES PER CONCRETE SUPPLIER. 4.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC.USED TO SECURE ACQ PRESSUE TREATED LUMBER P.O.Pn Ea.182 h ,Pc B2 4.ALL MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETE SHALL BE DONE IN SHALL BE TRIPLE ZINC COATED HOT DIPPED GALVANIZED OR STAINLESS STEEL. MASHPEE,MA 0264 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS,ROOFS,WALLS AND ADJACENT PROPERTY AS phone:508-221-2980 PROJECT CONDITIONS REQUIRE. ACCORDANCE WITH THE RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE 5.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE iNBb: w x.mgh....... INSTITUTE SPECIFICATIONS AND GUIDELINES. SPECIFIED USE.ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND 000 ry 3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND DESIGN STANDARDS. SHALL BE KILN DRY. 0 ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. 5.NO SLAB-ON-GRADE INFILLS HAVE BEEN DESIGNED FOR BUOYANCY UPLIFT FORCES DUE TO ALL WOOD WALL FRAMING(STUDS,SILLS,PLATES,BRIDGING,BLOCKING ETC.SHALL BE 2x SPF#2 OR m 00 00 GROUNDWATER OR FLOODING._ VERSA-STUD 1.7 2650 AS MANUFACTURED BY BOISE CASCADE.VERSA STUDS AND COLUMNS SHALL m z 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR MATERIALS,TESTS,AND 6.REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615 HAVE A MINIMUM ALLOWABLE FIBER BENDING STRESS Fb=2,650 PSI;AND MINIMUM AXIAL CD , REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING CODE. GRADE 60,EXCEPT WHERE NOTED.ALL REINFORCING BARS WELDED TO A STEEL SECTION COMPRESSIVE STRENGTH Fc=3,000 PSI;AND MINIMUM MODULUS OF ELASTICITY(E)=1,700,000 PSI.SIZE SHOULD BE OF WELDING GRADE 40.RUSTED BARS WILL BE IMMEDIATELY REJECTED AND OF STUDS PER PLAN SPECIFICATIONS. 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK.ANY DISCREPANCY BETWEEN WHAT REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. ALL SPECIFIED PSL SHALL BE BY WEYERHAUESER"PARALLAM PSL BEAMS", E-MOD=2.Ox10A6 PSI, IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY Fb=2,900 PSI,Fv=290PSI.FOLLOW ALL MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS IN WORK. 7.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE , HANDLING AND CONSTRUCTION. WITH ACI PUBLICATION 315 AND CURRENT CRSI SPECIFICATIONS,LATEST EDITIONS. 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS.THE GENERAL CONTRACTOR SHALL DETERMINE 6.LUMBER WHICH IS SPLIT,CRACKED,NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS 8 UNLESS OTHERWISE SHOWN ON THE DRAWINGS,REINFORCING STEEL SHALL BE PLACED IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE,UNLESS OTHERWISE APPROVED IN WRITING BY m WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: THE STRUCTURAL ENGINEER. r THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. u 0 00 BOTTOM OF FOOTINGS 3" w z z FORMED SIDES OF FOOTINGS 2" 7.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE u 3 7.FOUNDATIONS,FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: SPECIFIED USE.ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND ¢ w FOUNDATION WALLS 1 o a o 0 A.GRAVITY LOADS: SLAB ON GRADE 2"BELOW TOP SURFACE SHALL BE SURFACE DRY: SNOW LOAD: pg=30 PSF,pf=25 9.ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR DIMENSIONAL LUMBER(FOR NON-EXPOSED MEMBERS): FLOOR LIVE LOAD(LIGHT STORAGE): 50 PSF SUPRERPLASTICIZED MIXES,AND ONLY IN ACCORDANCE WITH THE MANUFACTURER'S MIX -FLOOR JOISTS&BEAMS: #2 SPRUCE PINE FIR: FB=875 PSI,E=1AE6 PSI DESIGN SPECIFICATIONS. -STUDS: #2 SPRUCE PINE FIR: FC=1150 PSI,E=1.4E6 PSI -TIMBERS AND POSTS: #2 SPRUCE PINE FIR(5X5&LARGER): FC=500 PSI,E=1.0E6 PSI B.WIND LOAD[=CONTROLLING LATERAL FORCE](PER MASS.BUILDING CODE AND ASCE7-15): 10.CHAIR BARS,OR CONCRETE MASONRY FOR SECURE PLACEMENT AND POSITIONING OF VULT WIND SPEED=140 MPH; REINFORCING STEEL IS TO BE PROVIDED. REINFORCING SUPPORTS SHALL BE OF PROPER 8.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE EXPOSURE"B" HEIGHT,LENGTH,SPACING,SIZE AND MATERIAL TYPE;IN NO CASE SHALL BRICK,WOOD,OR TREATED. Lj BUILDING CATEGORY II OTHER NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED. Z 9.ALL LAMINATED VENEER LUMBER(LVL)TO HAVE A MINIMUM ALLOWABLE BENDING STRESS(FB)OF 8.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN. 2,600 PSI.THE MINIMUM ALLOWABLE COMPRESSION STRESS(FC)PERPENDICULAR TO THE GRAIN SHALL STRUCTURAL STEEL NOTES BE 750 PSI.THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BE 1,900,000 PSI.INSTALL m FOUNDATION NOTES 1.STRUCTURAL STEEL ROLLED SHAPES SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING LVL'S IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.REFER TO FRAMING PLANS W ASTM DESIGNATIONS: ! FOR HIGHER STRENGTH LVL MEMBERS,IF NOTED,WITH ALLOWABLE BENDING STRESS(Fb)OF 2,600 PSI, 1.ALL FOOTINGS SHALL BEAR LEVEL ATOP UNDISTURBED OR PROOF-ROLLED,ACCEPTABLE SOIL OR COMPACTED STRUCTURAL FILL,HAVING A V MINIMUM ALLOWABLE BEARING CAPACITY OF2,500 LB PER SQUARE FOOT.ACCEPTABLE MATERIALS ARE CONSIDERED TO BE PROOF ROLLED AND MODULUS OF ELASTICITY(E)OF 2,000,000 PSI(NOTED AS"2.0E"ON PLAN!). ASTM A36 ALL ANGLES,CHANNELS,PLATES AND MISC.FRAMING MEMBERS, � EXISTING GRANULAR FILL. UNLESS OTHERWISE NOTED,(MINIMUM YIELD STRENGTH FY=36,000 10.DETAILS OF WOOD FRAMING SUCH AS NAILING,BLOCKING,BRIDGING,FIRESTOPPING,ETC.SHALL (-D 2.SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION,LOAM,AND ORGANIC MATERIAL.ALL SILT,FILL,TOPSOIL,AND OTHER PSI)' CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION(AFPA),THE TIMBER UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROM THE SITE AT ALL FOUNDATION AND SLAB-ON-GRADE LOCATIONS. CONSTRUCTION MANUAL(AITC). W ASTM A307 GR."A" ALL ANCHOR BOLTS,LAG SCREWS UNLESS NOTED OTHERWISE. SPECIFIED STRUCTURAL,COMPACTED FILL SHALL BE SUBSTITUTED AT THESE LOCATIONS. Z 11.ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER,BOISE 3.IF BEARING MATERIALS(OTHER THAN THOSE DESCRIBED ABOVE)WITH A LOWER ALLOWABLE BEARING CAPACITY THAN 2,500 LB PER SQUARE ASTM A500 GR."B" ALL HSS TUBE STEEL COLUMNS(MINIMUM YIELD STRENGTH CASCADE,LOUISIANA PACIFIC CORPORATION OR APPROVED EQUAL. O FOOT ARE ENCOUNTERED,THE UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL AS SPECIFIED AND FY=46,000 PSI). z APPROVED BY THE STRUCTURAL ENGINEER. i 12.USE FULLY NAILED METAL CONNECTORS(USP,SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS J ALL ANCHOR BOLTS OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS.PROVIDE METAL POST CAPS AND BASES 4.ALL FOOTINGS SHALL BE PLACED ATOP PROOFROLLED ACCEPTABLE SOILS OR COMPACTED STRUCTURAL FILL.COMPACTED TO 95%MODIFIED DIP GALVANIZED OR STAINLESS STEEL. FOR ALL POSTS.REFER TO FRAMING PLAN FOR CONNECTOR TYPES. PROCTOR DENSITY,AFTER REMOVAL OF UNSUITABLE MATERIALS.BACKFILL UNDER ANY PORTION OF THE BUILDING FOUNDATIONS SHALL BE 2.GROUT USED UNDER COLUMN BASE PLATES SHALL BE NON-SHRINK AND NON-METALLIC WITH A COMPACTED IN 6"TO 8"LIFTS OF 95%MODIFIED PROCTOR DENSITY. 13.ALL NEW PLYWOOD SHEATHING SHALL BE APPROVED BY THE AMERICAN PLYWOOD ASSOCIATION L= MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS.UNLESS OTHER APPROVED BY THE (A.P.A.) AS STRUCTURAL SHEATHING MATERIAL. f 5.THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS.CONTACT THE E.O.R. ENGINEER MAXIMUM APPLICATION THI kNESS OF THE GROUT SHALL BE 1y2 INCHES. V PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE SOIL CONDITIONS,OR ENGAGE A LICENSED 1 14.ALL NAILS,FASTENERS,AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GEOTECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING CONDITIONS. 3.ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF GALVANIZED.ALL CONNECTORS AND FASTENERS WHICH ARE USED WITH PRESSURE TREATED WOOD < THE CURRENT AISC SPECIFICATIONS FOR DESIGN,FABRICATION AND ERECTION OF STRUCTURAL SHALL BE AISI 304 OR 316 STAINLESS STEEL. STEEL FOR BUILDINGS. 6.NO FOUNDATION OR SLAB SHALL BE PLACED IN WATER OR ON FROZEN GROUND.SUCH FOUNDATIONS OR SLABS PLACED IN SUCH z CONDITIONS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE FULLY REPLACED AT NO ADDITIONAL COST OR CONTRACT TIME EXTENSION. 15.ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION.ENGINEERED LUMBER PRODUCTS 4.ALL WELDING SHALL CONFORM TO THE CURRENT STANDARD OF THE AMERICAN WELDING WHICH ARE NOT KEPT DRY WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED BY THE i 7.ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE,THE CONTRACTOR SHALL PROVIDE ALL SOCIETY(A.W.S.).ALL SHOP AND FIELD WELDS MUST BE MADE BY APPROVED CERTIFIED WELDERS. CONTRACTOR AT NO ADDITIONAL COST. w SUFFICIENT MEANS OF SITE DEWATERING,AS NECESSARY,TO ENSURE FOUNDATIONS AND SLABS ARE PLACED AS SPECIFIED. 1� c 5.ELECTRODES FOR ALL FIELD AND SHOPPELDING SHALL CONFORM TO ASTM A233(CLASS 70).ALL 16.IN NO CASE SHALL JOISTS,RAFTERS,BEAMS,POSTS,STUDS OR ANY OTHER FRAMING MEMBER BE 8.THE FOUNDATIONS HAVE NOT BEEN DESIGNED FOR BUOYANCY UPLIFT OR FLOOD LOADING CONDITIONS. WELDS NOT SHOWN SHALL BE AWS MINIMUM.ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF CUT,NOTCHED,DRILLED,OR OTHERWISE MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE o THE MATERIAL BEING WELDED. STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. 0 x 9.STRUCTURAL FILL:IMPORTED STRUCTURAL FILL MUST BE FREE OF ORGANIC,FROZEN,OR OTHER DELETERIOUS MATERIAL AND CONFORM TO � THE GRADATION REQUIREMENTS OUTLINED BELOW.STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES THICK FOR 6.SPLICING STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE DRAWING IS PROHIBITED. "p4�li OF M SELF-PROPELLED VIBRATORY ROLLERS,AND 8 INCHES FOR VIBRATORY PLATE COMPACTORS. STRUCTURAL FILL SHALL BE PLACED WITHIN THE I �V `S' `^ 7.DURING THE CONSTRUCTION PHASE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE `ry w FOOTING-BEARING(1H:1V)ZONE AND BELOW ALL SLABS. O ,�; s ALL NECESSARY,TEMPORARY SHORING AND BRACING TO MAKE THE STRUCTURE STABLE AND O y 1= a J PLUMB BEFORE COMPLETION OF CONNECTIONS,STEEL FRAMES,SHEAR WALLS AND FLOORS. s LARS JENSEN N a ~SIEVE SIZE STRUCTURAL FILL*(PERCENT PASSING BY WEIGHT) g 8" 100 � o STRUCTURAL m w w 3" 70 100 8.TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL THE STRUCTURAL FRAME IS PROPERLY V N0 5O6OZ to 0 00 x 3/4" 45-95 SECURED TO THE LATERAL LOAD RESISTING ELEMENTS IN THE BUILDING.THE STABILITY OF THE . a a v NO.4 30-90 FRAME DURING ERECTION IS THE CONTRACTOR'S RESPONSIBILITY. Apo �FG� �O 00 NO.10 25-80 NO.40 10-50 9.ALL STEEL SHALL RECEIVE TWO COATINGS OF SHOP APPLIED PRIMER PAINT.TOUCH UP ALL .c� ,OSTQ, S- 1 WELDS,SCRATCHES OR SCRAPES IN P NO.200 0 12 AINT:AFTER ERECTION. FOR CONSTRUCTION N'o *NOTES: THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE. I1 m 10.TORCH CUTTING OR HOLE BURNING 35NOT ALLOWED. PAGE I OF 7 I� i 32' 0" ti COL., BASE STL COLUMN,SEE PLAN PLATE ASPHALTIC BOND BREAKER T AROUND COLUMN,TYP. 3/16 SEE PLAN FOR TYP. Y REINFORCING " 1 o Z B.O.CONC. FTG. n ° T.O.CONC.SLAB p x LL -(4'-0'')BELOW 00 3 S-5 " o GRADE FOR FROST 12"THICK CONC. a I I' I I ` 2"CLR 2 c� PROTECTION,TYP. ° _ • FOOTING,REFER TO FDN LJ Lb - TYP. - inghouse,pc �- ---- --- --- -- - - - - - - - - --- - ------------ - PLAN FOR SIZE AND d° o p.O.B..182 REINFORCING � •O ' _ � �HP�.MAo26� •. •. e:SOB 2 phon21-2980 HD-1 mob: I"9ho"ee".1 SEE PLAN FOR STEEL ° m 00 / r -- -- - - -_-- -- -- - --- -- -- - - -- - - -- - -- - .1 PLATE AND ANCHOR o 0 + 8"CONC. BOLT SIZES AND TYPES, 3'-9%$"_I I I s I PLACE ON MAX. 1�z" z FDN WALL SPECIFIED GRO . - ---- +i I 2'-0"x 12"THK. m I I T.O.CONC.FDN WALL AT I I FTG. 6"(MIN.)OF%4"CRUSHED, o SEE PLAN(VARIES) C.J. C.J. 8"ABOVE GRADE,TYP. COMPACTED ANGULAR STONE ON ACCEPTABLE PROOF ROLLED 3 SOILS,OR COMPACTED S-5 STRUCTURAL FILL SECTION AT INTERIOR SPREAD FTG } mY q, I I r o m Scale: 3/4"=1'-0" a & L a 2 I ,:, I 4'-0" i I FOUNDATION AND REINFORCING NOTES: d 8"CONC. I I I T.O.CONC.SLAB PITCH FDN WALL TOWARDS DOOR,TYP. I 1. ALL FOUNDATION WALL REBAR SHALL BE:#5 VERTICAL BARS @ 16"O.C.AND HORIZONTAL BARS @ 16" 2' 0"x 12"THK. O.C.(TYPICAL),SEE SECTIONS FOR ADDITIONAL BARS AND INFORMATION. FTG. 1 C.J. I C.J. I i 2. ALL FOOTINGS SHALL BE REINFORCED WITH CONT.(2)-#5 BARS HORIZ.,SEE SECTIONS FOR DETAILS. U o I ,' I _ _ __ o I I _ f I I 3. REFER TO STRUCTURAL NOTES FOR REQUIRED CONCRETE STRENGTH AND COMPACTION OF MATERIALS Q N - I `r I I I BELOW SLAB ON GRADES. I I I I F I I 4. ALL ELEVATIONS PER PROJECT'S CIVIL SITE PLAN m W z LEGEND: Ce Q 1 I r I 4"THK.CONCRETE SLAB,REINFORCE NEW 4'-0"x 4'-0"x 12"THICK' ( I SIMPSON"STHD14"STRAP-TIE HOLD DOWN l7 S-5 W/6x6-W2.1xW2.1 WIRE WELDED CONCRETE FOOTING, I HD-1 (PLACE IN FORM BEFORE CASTING CONCRETE FOUNDATIONS!) w FABRIC,PLACE REINFORCING AT REINFORCE W/ I PROVIDE 1/2"CLEAR EDGE DISTANCE FROM ALL CONCRETE FDN WALL EDGES/CORNERS. Z 0 CENTER OF SLAB THICKNESS ATOP (5)-#5 BARS EACH WAY,3" l I I FILL ALL HOLES WITH 16D SINKER NAILS,ATTACHING TO POST ABOVE,TYP. CHAIR BARS,TYP.PROVIDE CONT. UP FROM BOTTOM,TYP. I I I KEY NOTES: VAPOR BARRIER C J E I I HSS 4x4x STEEL COLUMN, PROVIDE 0'-10"x 0'-10"x%4"THICK STL BASE PLATE,WELDED VIA.%6' FILLET TO HSS COLUMN, PROVIDE(4)%"DIA. HOLES FOR(4)8"DIA.THREADED ANCHOR RODS W/8" EMBEDMENT DEPTH INTO CONC.FOOTING,TYP.,DRILL&EPDXY W/SIMPSON"SET-XP Z 1 1 1 I PROVIDE SNUG TIGHTENED NUTS,TYP. Q S-5 YS-5s ,YS I P.T.6x6 POST, PROVIDE SIMPSON "ABU66" POST BASE,CONNECT VIA./ DIA. DRILL&EPDXY H.D.G.ANCHOR ROD W/8"EMBEDMENT DEPTH INTO CONC.SONOTUBE.CONNECT W/(12)-16D z L - - --- -- - -- -- - -- - — -- - —— ———— — I - H.D.G NAILS TO P.T.POST,TYP. z �i .. .i...,::.....:.✓........ ..". .. ..;.....i_ .. a.... .�,! .-.:. II II d ..'...._....:.... :.::;: :a:; Z :>:.q:.;:,,, : ' - :..::..,>.....::.: ;.Y:..<-::l:.:.::... ,. .:. ,,:.::..::..:...,, ...,.r.<.:::. :,:::•.. . — 12 DIA.CONC.SONOTUBE WITH 28 DIA.CONC. BELL FOOTING REINFORCE W 1 # VERIT HD-1 , :. ,. .>......_..... a:._ .:. /( 5 CAL HD 1 3 � ) � _ �-`- oz o _ T.O.CONC.FDN WALL, FOUNDATION PLAN 0► oFM 2 Z - r TYP.ALL DOORS �f, qSS, N S-5 N X LL S25 2 -(0'-10")BELOW T.o. Scale: 1/4"=1'-0" o`'� 9°� o w S-5 CONC.SLAB LARS JENSEN cGn Q V-6" 3'-6" 2'-8" 9'-6" 2'-8" 9'-6" 2'-8" o STRUCTURAL y I No.50602 z w W 32'-0" } ,10 p O a a v= FOR CONSTRUCTION S'° S-2 0 r PAGE 2 OF 7 2nd FLOOR FRAMING PLAN Scale: 1/4"=1'-0" 2ND FLOOR FRAMING NOTES: o o° 1. NEW SUBFLOOR SHEATHING SHALL BE /4"THK.APA RATED,T&G,PLYWOOD SHEATHING,NAIL W/8d 6 4' 0" ANNULAR RING NAILS @ 6"O.C.AT ALL PANEL EDGES AND IN FIELD,TYP., PROVIDE 8d ANNULAR RING NAILS @ 4"O.C.ALONG FLOOR DIAPHRAGM EDGE,PROVIDE CONSTRUCTION ADHESIVE AT ALL SHEATHING TO FRAMING CONTACT SURFACES TO MINIMIZE SQUEAKING. P.T.(2) 2x6 in house.Pc - g 2. PROVIDE FULL DEPTH SOLID BLOCKING BTWN FLOOR JOISTS AT ALL BEARING SUPPORTS VIA.AND AS P.O.Box 182 L u " J SHOWN ON PLAN W/FULL HEIGHT SOLID 2x TO MATCH THE FLOOR JOIST SIZE,TYP. MASHPEB MA02648 r ph.—508-221-2980 4 wab: www.ingh.......I �o ,D L 3. ALL DECKING(MIN. 16" REQ.SPAN RATING FOR SELECTED DECKING MATERIALS),FASTEN EA. PLANK W/ 00 N > ry r w c7 CORROSION PROTECTED,SCREW TYPE FASTENER,TYP.NOTE:IF COMPOSITE DECKING MATERIALS ARE m Lu USED,SET ALL SUPPORTING DECK JOISTS AT 12"O.C.,TYP. °; z `,4 �, F LL DE TH SO ID r_ 5T5 a w a ~ x, B CKIN ,TYP.@ C P-FC ORi 0 4. PROVIDE 780 CR BLDG.CODE(9TH EDITION MA STATE BUILDING CODE)COMPLIANT RAILING LW L M D SPA 2,1 @ 16"0- MSYSTEMS AT DECKS AND STAIRS,TYP. r d� 5 — — — — — — — — — — — — — — — — — — — — L J KEY NOTES: ;P.T. 2 -2x6 DN �'�� SIMPSON"H2.5A"HURRICAN CLIP,ONE PER EACH JOIST PAIR TO LVL BEAM CONNECTION, ALTERNATE SIDES ON LVL HEADER,TYP. m III = o m 5A"x 5Y4"VERSA-LAM 1.8(2750)POST(ABOVE).CONNECT VIA.(4)-8"LONG TIMBERLOK SCREWS W z z FULL DEPTH SO ID BLC CKING TYP. ( TO LVL BEAM BELOW(INSTALL ONE EACH FACE AT APPROX.30DEG.ANGLE W/3"EDGE DISTANCE) a w @ BEARII IG SUF PORT 3TWN IOISTS a (5)- X6 (5) 2X6 3 HSS 4x4x 1/4 STEEL COLUMN,PROVIDE 0'-10"x 0'-8"xY2"THICK STL CAP PLATE,WELDED VIA.%6" BUILT-UP BUIL -UP FILLET TO HSS COLUMN,PROVIDE(4)-5/16" DIA. HOLES W/2" EDGE DISTANCE,TYP.TO CONNECT STAIRS TO POST 3 COL.0 ELOW OST LVL BEAM ABOVE VIA.(4)-5"LONG LEDGERLOK SCREWS,TYP.REFER TO FOUNDATION SECTION SUPPORT (BEL W) (4-1%4"X 14"L (2.0E 3 (BEL W) { X .OE FOR BASE PLATE SIZE AND DETAILS. 100PSF LIVE (4)-1/4" 14"LL(2 �'dl SIMPSON"LUS26" FACE MOUNT HANGERS(USE"LUS26-2"AT DBL JOISTS),NAIL FACE W/(4)-10d LOAD i(BY OTHERS) AND JOIST W/(3)-10d,ALL H.D.G.COMMON WIRE NAILS(0.148"DIA.),TYP. { 2 P ST A OVE CONNECT LEDGER VIA.5"LONG LEDGERLOK SCREWS(BY FASTENMASTER)AT 6"O.C.STAGGERED, CID2-1TYP. PROVIDE 2" EDGE DISTANCE TYP.SCREWS MUST BE FULLY EMBEDED INTO SOLID FRAMING ON THREADED SIDE. 6 P.T.6x6 POST,CONNECT BEAM ABOVE VIA.(2)-SIMPSON "H2.5A"HURRICANE CLIPS TO POST,TYP. PROVIDE DIAGONAL P.T.2x6 BRACING BETWEEN POST FOR LATERAL STABILITY,TYP. m ISTS W @ F OOR i V FU L DEPTH SOL D 1 O.C. LEGEND: ¢ z N BL CKIN ,TYP. 2x N U Q MI SPA N ry ® ®N 2x BUILT-UP/ENG.WOOD COLUMNS BELOW O WALL BELOW 2x BUILT-UP/ENG.WOOD COLUMNS ABOVE WALL ABOVE Z V (NOTE:MIN.NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.) C_Z - r FRAMING HANGER,SEE KEYNOTE FOR DETAILS — — — — FULL DEPTH SOLID BLOCKING C Oe U- 0e TYP.SHEAR WALL NOTES(WALLS ABOVE&BELOW THIS FRAMING PLAN): O (3) 13/4"- 11%" VL(2. E)x C NTIN OUS a O ____ - _- #___ 1. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED AS SHEAR WALLS MEETING THE FOLLOWING g � --- ---- --- --- ----- ---- ---- ---- ---- ---- --- ----- ---- ---- REQUIREMENTS: 2'-8" 2' 8" 2' 8" a PORTAL PORTAL PORTAL SHEAR WALL TYPE"A": SHEATH WALL WITH 1%32"THK.APA RATED PLYWOOD SHEATHING,NAIL = z FRAME FRAME FRAME W/8d ANNULAR COMMON RING NAILS(NAIL DIA.=0.131")@ 4"O.C.AT ALL PANEL EDGES,AND 8" W N O.C.IN FIELD, PROVIDE BLOCKING AT ALL PANEL EDGES,OR USE FULL HEIGHT SHEATHING PANELS. 0 0 x jN OF Mgss� ti LARS JENSEN cGn o Q � o STRUCTURAL G G No.50602 ' o o a a � O G/STeV6 oo FOR CONSTRUCTION L m 1901`�/o� @ PAGE 3 OF 7 I� t, e ~ C y 9'7 A 7 a3 ROOF FRAMING PLAN Scale: 1/4"=1'-0" inghouse,Pc P.O.Boa 182 ROOF FRAMING NOTES: MABHPEE,MA02648 X • Phone:608-221-298 V we 0 fb: wx^x i.9hooee.oet 1. CONNECT 1.)ALL FRAMING RAFTER ENDS AT TOP WALL PLATES CLEATS&HEADERS W/SIMPSON "H2.5A"HURRICANE TIES,TYP. - N o 00 C F RAF ERS 2. ALL ROOF SHEATHING(UNBLOCKED DIAPHRAGM W/PANEL LONG AXIS PERPENDICULAR TO RAFTERS, M T P•RO STAGGER JOINTS)SHALL BE%"THK.APA RATED SHEATHING,NAILED W/8d ANNULAR RING NAILS(DIA.. 2x10 16 0.131")@ 4"O.C.AT PANEL EDGES AND 6"O.C.IN FIELD. 3. ROOF DIAPHRAGM EDGE NAILING SHALL BE 8d ANNULAR RING(NAIL DIA.=0.131"DIA.)NAILS @ 3"O.C.,TYP.(INTO FULL DEPTH 2x SOLID BLOCKING OR RAKE JOIST) } TYP KEY NOTES: o m ' ¢ 0 N z X PL 3 X SIMPSON"LRU28Z"SLOPABLE FACE MOUNT HANGER,NAIL W/(6)-10d AT FACE,AND(5)-10d AT Qoo (3) 1/4"X 11/8" VL(2. E),2 S AN C NT. oo Q p 1fV JL JL JL JL JL JL J JL JL JL JL JL JL JL JL JL JL JL JL JL JL fV JOIST,ALL COMMON WIRE NAILS W/0.148"SHANK DIAMETER,TYP. O Cr 1r 1r 1r 1r -Ir 'Ir 1r 1r 1r 1r 1r 1r I 1r 1r 1r 1r 1r 1r 1r 1r 1r m v 5Y/4"x 51/4"VERSA-LAM 1.8(2750)POST BELOW.CONNECT RIDGE BEAM VIA. (2)-SIMPSON"H2.5A" 3v HURRICANE TIES TO POST BELOW,TYP. TYP. 2 18'-6" 13'-6" 3 (4)-2x6 BUILT-UP KNEE POST BELOW.CONNECT VIA.(2)-SIMPSON"H2.5A" HURRICANE TIES TO RIDGE BEAM ABOVE AND HEADER BELOW,TYP. Z POT (BEL W) LEGEND: w ' V P Rp F RA ERS ® ®® 2x BUILT-UP/ENG.WOOD COLUMNS BELOW 0 WALL BELOW Q .C., V 2x10 16" ®� � L 2x BUILT-UP/ENG.WOOD COLUMNS ABOVE WALL ABOVE Z (NOTE:MIN.NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.) Z J - r FRAMING HANGER,SEE KEYNOTE FOR DETAILS CL_ TYP.SHEAR WALL NOTES(WALLS BELOW THIS FRAMING PLAN): Q 1. ALL EXTERIOR 2ND STORY WALLS SHALL BE CONSTRUCTED AS SHEAR WALLS MEETING THE BEAM BELOW,SEE 2ND FLOOR ROOF FRAMING PLAN FOLLOWING REQUIREMENTS: LL a O SHEAR WALL TYPE"A": SHEATH WALL WITH 1%32"THK.APA RATED PLYWOOD SHEATHING,NAIL •ri Q W/8d ANNULAR COMMON RING NAILS(NAIL DIA.=0.131")@ 4"O.C.AT ALL PANEL EDGES,AND 8" z O.C.IN FIELD,PROVIDE BLOCKING AT ALL PANEL EDGES,OR USE FULL HEIGHT SHEATHING PANELS. _ t2 • o 0 _ x VIVA OF MgSS9 f LARS JENSEN cA g o STRUCTURAL NO.50602 w W 0 a P GISTE��c. m FOR CONSTRUCTION S-4 0 m � PAGE 4 OF 7 b; G Ito ? C 0Alk I SHEAR WALL SHEATHING: inghouse,Pc 1%3Z"APA RATED PLYWOOD WALL SHEATHING,SEE PLAN MASHPMMA0264 NOTES FOR SHEAR WALL TYPES AND NAILING phcna:508-221-2980 REQUIREMENTS,PROVIDE CONTINUOUS BLOCKING AT web: —.,ngh ALL PANEL EDGES,TYP.NAIL SHEATHING AT 3"O.C., 00 - zi STAGGERED TO DBL TOP PLATES AND BOTTOM SILLS. 00 m z r' z m SILL PLATE&ANCHOR BOLTS: P.T.(BOTTO,PLATE ONLY)2x6 CONTINUOUS SILL PLATES,FASTEN W/%" DIA.A307,GR."A"ANCHOR BOLTS W/HEX HEAD @ 2'-6"O.C.,TYP.AND -- 0'-6"FROM EACH CORNER OR END OF WALL.,TYP., PROVIDE 8"MIN. EMBED.DEPTH INTO NEW CONCRETE FOUNDATION WALL.PROVIDE SIMPSON"BPS%-6"BEARING PLATES(H.D.G.)@ EACH ANCHOR BOLT,TYP. i z PROVIDE CONT.BOND BREAK BETWEEN SLAB EDGE AND w g FDN WALL,E.G.VIA.TURNED UP VAPOR BARRIER ;� o m > a SEE PLAN FOR TYP.SLAB REINFORCING g > w SEE PLAN FOR TYP.SLAB REINFORCING w W z 3 O a tj Cr w N T.O.CONC. °O kT.O.CONC.FDN WALL _ T.O.CONC. SLAB ELEVATION REF.ELEVATION=SEE PLAN - SLAB ELEVATION T.O.GRADE =SEE PLAN =SEE PLAN T.O.GRADE(VARIES) a��" X X X X ° X°° T.O.GRADE(VARIES) — c° a / _. . T.O.CONC. FDN WALL \ \ REF.ELEVATION=SEE PLANm% , . \\/ \/ \\\ \ \\ N / \\/ PROVIDE CONT.VAPOR BARRIER Z BELOW SLAB,TYP. /� PROPER COMPACTION OF STRUCTURAL 8" \� \//\//\// //\/ m z 81, \��j FILL MATERIALS,SEE STRUCTURAL NOTES! O CONC; N OF STRUCTURAL FDN _ a , a �\��\�\\\ W #5 ANGLED BARS @ 16"O.C. LAP WITH SLAB w \\ \\/\ / FILOMATER MPER ATERIALS,SEE OSTRUCTURAL NOTES! < v /\/\, ` WWF REINFORING,REBAR LEGS OF 90 DEG. Q a \\ a ANGLED BARS SHALL BE 24"LONG,TYP. a \ V J FDN WALL REBARLu ,#5 @ 16"O.C.VERTICAL; 0 FDN WALL REBAR,#5 @ 16"O.C.VERTICAL, Z F- 0 V` AND#5 @ 16"O.C.HORIZONTAL,CENTER LL V` AND#5 @ 16"O.C.HORIZONTAL,CENTER W Cr _ _ REBAR IN FDN WALL,TYP. Z REBAR IN FDN WALL,TYP. Z #5 DOWELS @ 16"O.C.,PROVIDE STD HOOKED ENDS,ALTERNATE SIDES OF HOOKED o #5 DOWELS @ 16"O.C.,PROVIDE STD p ° IN IN FTG. LAP DOWELS 2'-0"WITH VERTICAL v HOOKED ENDS,ALTERNATE SIDES OF HOOKED z - . ( - • IN IN FTG.LAP DOWELS 2'-0"WITH VERTICAL O Cr FDN WALL REINFORCING,TYP.(ALTERNATE J d - J a - - FDN WALL REINFORCING,TYP.(ALTERNATE u H G ° OPTION:PROVIDE DOWELS WITH CONT. u F q ' OPTION:PROVIDE DOWELS WITH CONT. F� in ° n �1 °' _ LENGTH TO T.O.FDN WALL) m ° ° d LENGTH TO T.O.FDN WALL) V a. O a O L-u T.O.FTG(SEE PLAN) ° T:O.FTG(SEE PLAN) ° n z \�\\ \ \ \//\\/\\/\\//\/�\�` (2)-#5 CONT.HORIZ.BARS AT BOTT.OF 4 2"CLR. \� \ ` \///\\///\\//\///\//\�` (2)-#5 CONT.HORIZ.BARS AT BOTT.OF 2"CLR.SIDE FOOTINGS,TYP. S SIDE COVER, FOOTINGS,TYP. W I� COVER,TYP. TYP. ` 2'-0" o 0 i 2'-0" VSH OF lyq SQ S ^ 1 TYP. FOUNDATION SECTION _ W FOUNDATION SECTION @DOORS Scale: 3/4 = -0 0 STRUCTURAL s� n � n � fn H a F 2 No.50602 W W Scale: 3/4 =1-0 0 0 '-PPC" ST 00 S_5 FOR CONSTRUCTION 0 PAGE 5 OF 7 I O 40 BAR DIA.LAP (TYPICAL) 12 (TYPICAL) SEE ARCH. N� THK.APA RATED � v Q 4 O _ e "m .• '° •- " PLYWOOD ROOF 'd a •a' SHEATHING,SEE PLAN a . 0 n d a "Q d o a NOTES FOR NAILING a` °' _ REQUIRMENTS d ° A . r 41 a e a inghouse.x 112 DWLS TO MATCH G DWLS TO MATCH mnsHaee,mnozeag ALL HORIZ. REINF. o ALL HORIZ.WALL REINF. ph...:s 8-z2,-2980 2x ROOF RAFTER,SEE ROOF web: w w.inghouae.vel FRAMING PLAN oo N v C° -- SIMPSON"H1"OR ° d• a "H2.5A"HURRICANE 00 o a' a TIE,EA. RAFTER,TYP. z ° 2'-0"x2'-0"CORNER BARS TO MATCH i. `o HORIZ.WALL REINF. c d ° e TYP.SHEAR WALL EDGE NAILING 2x6 STUD WALL W/STUDS @ 16" ° O.C.,TYP. NOTE: CORNER VERTICAL REBAR NOT SHOWN FOR CLARITY INTERSECTION ! EAVE SECTION @ WALL m } TYP. CONCRETE WALL REINFORCING DETAILS scale: l°=1'-0° 3 � o � Q SCALE: N.T.S (SCHEMATIC ONLY) 1+I a THK.ROOF SHEATHING,SEE PLAN ' FOR TYP.NAILING REQUIREMENTS. SAW CUT OR FORMED CONTROL JOINT-FILL ham- REFER TO PLAN FOR %a"APA RATED PLYWOOD ROOF FULL DEPTH SOLID BLOCKING @ 4'-0"O.C., W/FLEXIBLE EPDXY FILLER(AS SPECIFIED) SHEATHING(TYP.) DEPTH OF WWF7 TYP.FIRST BAY OF ROOF FRAMING SPECIFIED WWF TYP.DIAPHRAGM EDGE NAILING U t ROOF DIAPHRAGM EDGE NAILING W/8d. Z I— d pr (2)-2x6 CLEAT,FASTEN W/Y4"DIA.x ANNULAR RING NAILS @ 3"O.C. ; v 8,'LONG TIMBERLOK SCREWS @ 8" STAGGERED TO DBL 2x RAKE RAFTER,TYP. J O.C.INTO EXIST.RIM JOIST,TYP. m SHEAR WALL EDGE NAILING W/8d ANNULAR U PROVIDE CONTROL JOINTS AT { RING NAILS @ 3"O.C.STAGGERED TO DBL 2x Q SPECIFIED SUB-BASE LOCATIONS AS INDICATED ON PLA 1 RAKE RAFTER,TYP. >C v NOTES: CONTROL JOINT t 3/2'APA RATED PLYWOOD WALL J 'a 1. SAWCUT JOINTS ARE TO BE CUT WITHIN 12 HOURS OF CONCRETE PLACEMENT. SHEATHING,CONT.TO TOP EDGE W 2. PROVIDE CONTROL JOINTS AT LOCATIONS AS INDICATED ON PLAN OF RAKE RAFTERS,TYP. Z LA 3. PROVIDE VAPOR BARRIER&UNDERSLAB INSULATION PER ARCH. c 2x6 STUD WALL W/STUDS @ 16" TYP. SLAB ON GRADE DETAILS -- — _---- °.C.,TYP. SCALE: 3/4"=1'-0" f 1s NOTE:RAKE TRIM DETAILS&ROOF Z ' SIMPSON H2.5A CLIPS -- OVERHANG FRAMING NOT j Q , RAFTER }� SHOWN,SEE ARCH. DRAWINGS 144 BAR AT EACH SIDE OF OPENING J`�CENTERED ON WALL. �y0/i C.O Q p�P l W g C/) 143 LONG AT EACH f`. CORNER AT MID DEPTH '�� WALL SHEATHING,SEE SHEAR WALL���/// 1 1 r. SECTION @ RAKE z CL- OF SLAB NOTES ON PLAN0 �-- 2"(TYP) Scale: 1"=V-0" f-- r w 12" MAX. N r12- MAX. DIA. OR �• o DIA. OR SQUARE 2x6 STUD WALL W/ 0 SQU 30 BAR DIA.MIN.ARE f STUDS @ 16"•O.C.,TYP. -04 0 Afq& NOTE: 46"9,Q . LARS JENSEN tiN o ALL HOLES SHALL BE FORMED OR CORED.IF O� '�; � CORED,ALL CORNERS OF SQUARE 9 O STRUCTURALmi OPENINGS SHALL BE CORED FIRST BEFORE ��ti SECTION @ FLOOR W/_ ROOF RAFTER 0 No.50602 o o t SAWCUTTING.OVER CUTS ARE NOT l� „ o p 0 0 _ Scale: 1 =1-0 FG ALLOWED k� O /STE WALLS SLABS TYP. REINFORCING AT PENETRATION FOR CONSTRUCTION N S-6 SCALE: 3/4°=1'-0° PAGE 6 OF 7 2x6 STUD WALL W/ G STUDS @ 16"O.C.,TYP. .c X"THK.APA RATED T&G HEADER PER PLAN d ' Ei FLOOR SHEATHING,SEE s?o FULL DEPTH SOLID BLOCKING PLAN FOR NAILING fd` IN FIRST BAY FROM WALL @ REQUIREMENTS , 4r 4'-0"O.C.,TYP. FLOOR DIAPHRAGM EDGE I !, i.Ponghouse.Pc NAILING,SEE PLAN NOTES QQ 1j MASHPEE MA02648 phone:.=?1-2980 '1 . —b: .i,gh....... 00 a 7 WALL SHEATHING SHALL BE aim' 0000 SPLICED AT CENTER OF DBL M (1)-2X6 F.H. KING STUD o z RIM JOISTS,PROVIDE(2) f ROWS OF 10d COMMON ANNULAR RING NAILS @ FLOOR JOIST,SEE f _ m BELOW AND ABOVE JOINT OF FRAMING PLAN Iy JOINT,DO NOT SPLICE SHEATHING HORIZONTALLY 2x6 STUD WALL W/ (2)-2X6 JACK STUDS WITHIN 4FT OF JOINT,TYP. STUDS @ 16"O.C.,TYP. (KING ATTACH T d _STUD W/16 NAILS @ 4"O.C. = o m STAGGERED AND W z z 2ND FLOOR FRAMING SECTION ALTERNATE SIDES -- a o Scale: 1"=1'-0" SIMPSON ST6224 STRAP I NSIDE TYP. HEADER SUPPORT@ BUILT-UP COLUMNS FACE OF FRAME WALL(TYP.) ' SCALE: I"=1'-0" ALL TOP DBPLATE,CONNECT EW /6"LONG�� TIMBERLOK SCREWS STAGGERED — — — — — — — — @ 8"O.C.,TYP. CONT. . . . . 6 4'-0"MIN.LENGTH J LVL HEADER BETWEEN ANY PLATE JOINT m REQUIRED NO.OF NAILS MAY BE DISTRIBUTED W SEE PLAN t ALONG THIS ENTIRE LENGTH < DBL 2x TOP PLATES,TYP. FASTEN SHEATHING TO HEADER WITH 8D ANNULAR o - - Q (8)-16d(OR STRAP)AT EA.SIDE OF EACH Lu RING NAILS IN 3"GRID PATTERN AS SHOWN AND 3"O.C. JOINT U.N.O. Z W IN ALL FRAMING(STUDS,BLOCKING,AND SILLS)TYP. Q Y2"THICK WOOD STRUCTURAL PANEL ' SHEATHING i ! J J a 1 C l 4 U z VERSA-LAM POSTS, O NOTES: SEE PLAN `t 1. CONNECT PLIES OF LVL BEAM W/(2)ROWS OF 3%"LONG ton TRUSSLOK SCREWS AT 24"O.C.,FASTENERS INSTALLED ON BOTH 1 FACES OF BEAM,PROVIDE 2" EDGE DISTANCE AT TOP AND z BOTTOM,TYP. 2. REFER TO TYP.FOUNDATION SECTION&FOUNDATION PLAN FOR WALL FRAMING STUDS,TYP.@ 16"O.C., W FOUNDATION ANCHORS&HOLD-DOWN CONNECTIONS. / . . FRAME @ 12' O.C. IN AREAS OF SEE PRE-MANUFACTURED TRUSSES(IF APPLICABLE) o 3. PROVIDE MIN.OF(2)ANCHOR BOLTS AT EACH PORTAL FRAME / PLAN t.`, { AND ALIGN TRUSS W/STUD,TYP. _ SEGMENT,CONNECTING THE TYP.(2)-2x SILL PLATES TO THE t �V(N OF lygss FOUNDATION. C � y TYP. LAP SPLICE OF TOP PLATES LARSJENSEN 4. IF NECESSARY TO SPLICE PANELS,ALL EDGES SHALL BE BLOCKED W/ ' g m F a SOLID 2x BLOCKING,AND OCCUR WITHIN 24"OF THE PORTAL { SCALE: I"=1'-0" 0 STRUCTURAL 0 No.50602 w W w FRAME MID-HEIGHT.NAIL W/8d ANNULAR RING NAILS @ 3"O.C. o 0 AT SPLICE PANEL EDGES,TYP. If' o� �FG/STEREO 4 O SS/O 00 — 0� PORTAL FRAME ELEVATION & DETAILS I FOR CONSTRUCTION r Scale. 1/2 =1-0„ ©�%t j��i� m }, PAGE 7 OF 7