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0012 SOUTH CEDAR ROAD
��, sb fti�f'I'l C�C� Lx-�'r' I l 0�- , l �� :� i' if 4� I �i ,. i i ,. .. _. F1"Er Town of Barnstable 0 &UMSTABLF- Building Department- 200 Main Street :� 9ibA �•�p Hyannis, MA 02601 � IEnMA�a Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-3011 CO Issue Date: 8/5/2019 Parcel ID: 186-039-003 Zoning Classification: RD-1 Location: 12 SOUTH CEDAR ROAD, CENTERVILLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: RICHARD F TINORY JR Permit Type: Residential - Land Type of Construction: Design Occupant Load: 0 Comments: THREE BEDROOM SINGLE FAMILY HOME WITH ATTACHED GARAGE. Building Official Date: I -A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Commonwealth-of Massachusetts ` SheetMetal Permit Map Parcel Date: Permit# Estimated Job Cost: $ J"id ®y Permit Fee:$ Plans Submitted: YES NO 7/ Plans Reviewed: YES, NO R Business License# / Applicant License# Business Information: Property Owner/Job Location Information: Name: A 7- �r°4.�s`� ¢Name: Street: Streets ) Z { Ce izJ City/Town: �Gt�'Gtv°„`�' 6-City/Town: Cep F'e r U Telephone: Jog S 6,`�" zV1l9 Telephone: 7 S 7g j Photo I.D. required 1 Copy of Photo I.D. attached 'YES ✓ NO staff Initial J-1(M:1-ia6restricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family V�Multi-family Condo/Townhouses Other Commercial: Office Retail i. Industrial ' Educational Fire Dept.Approval Institutional_ Other Square Footage: under 10,000 sq. ft*.=over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC Metal_Watershed Roofing Kitchen Exhaust System f Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: a. 5 IJ } r 1, INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes Vo ❑ If you have checked Xa,indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only - ,... .. .Owner..❑._ Agent El Signature of Owner or Owner's Agent By checking this bo ,I hereby certlfy'that all of the details and Information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be In compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General ws. Duct inspection reguired.prior to Insulation installation:YES NO Progress Inspections Date Comments Final Inspection Date Comments Type icense: 3y ;Master title ❑ Master-Restricted ;,ityrrown . ❑Joumeyperson` �` `�"�-_T_�-��VNumber Signature of Licensee �ennit# IL ❑Joumeyperson-Restricted Lice =ee$ ❑ Check at www.mass.govldol nspector Signature of Permit Approval �. .� COMMONWEALTH'OF MA� }iUSET'F�, fce//a JJof���f��otm��fion Y «A ' [� e o o o • 11 certified br a Die MAt WORI�El�S� James M tle + r . vGtTKatrnng I " ISSUES TF#E FOLLOWIN �ICI=N3E kJ EPA Approved r r> . ' STR: ER UNRE Se tember30 1993 ICTED Technician TYPE UNIVERSAL' i*. JAMES M DIEQE , ale �eg�r ed Gay k0 G'�2 s2 S�Gp�it e ISO BOX 666 �ays'LC a ..x' s''�i-. � � � �. +k�� 3.... „ 1. �;I'� i >.d ,. .� x �._ � .+.x -� �`�.-: �Y"• riDRT FIEA'RC1kU'S Alf-:, � 2308147. x 8l11l2011 *I� BUZZAAb9 BAY MA#t ;;ti CerUficata.Number S ;,T ,Date Preald"ent'V61 Training Dry _, ,' ._ - 101 f gd/28%2019 25906U s u�4�-tom„,-Y ' A r SETTS q Rlul=fib ' LICENSE III , N. h,,� - o�l, �r 902G66 �fl0`41D311984 WN 2 J �ESaM4 l p�7 4�:7 15 SEX M '16NGT�st O CI oA/Q �67�1 i! i 1 Town of Barnstable Regulatory Services sea,,,erM e, as,►ss Thomas F.Geller,Director Building Division Tom Perry,]Widing.Commiwoner 200 Main Street;:Hyannis;MA 02601 ww.w townaarnstable:ma.ns Office: 508-862-4038 Fax 508-790-6230 Property Owner Must e_ Complete and.Sign This Section j If Using A Builder ems/y ,as C of.teaubject pto ' h PcrL7 hereby authorize: y to,`aft.on my behalf, in all matters relative to>w.ork authorized by this;butiding.permit (Address of J;ob) **Pool fences and.alarms are the responsibility of the applicant. Pools are not to be filled before fence.is installed andpools'are not to be utilized until all final inspections are performed .and accepted. Signature of owner igna e of Applicant Print Name Print Name L11 Date Q:FORMS:OWNWEPMSSTOM'OOGS 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): et,a, fir/ i B� Address: City/State/Zip: A/Itt� ` � , Phone#: Are you an employer?Check/the appropriate box: Type of project(required): LV 1. 1 am a employer with c0 4. ❑ I am a general contractor and I' 6. w construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. + 7° ❑Remodeling ship and have no employees These sub-contractors have 8° ❑Demolition working for me in any capacity. workers' comp. insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ We area corporation and its required.] officers Have exercised their• 1Q.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions - myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑Roof repairs insurance required.]t employees. [No workers' comp.insurance required.] 13.❑ Other "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit Ia new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. / Insurance Company Name: Policy#or Self-ins.Lic.#: �j�7 o 2 y 109 Expiration Date: Job Site Address: 1 Z 5v" pc�a �?`J : City/State/Zip: ��� era 1 `[to 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 DA for insurance coverage verification. I do hereby ce er the pains and penalties of perjury that the information provided above is tr7/9 nd correct. Si nature: Date: g,Phone Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1..Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other 4 Contact Person: Phone#: L- k ACORO CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) �—� 9/11/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to.the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Cheryl h01118 C.L. HOLLIS INSURANCE PHONE , (508)295-9500 FAX o A!C No;(508)295-9898 140 Marion Rd E-MAIL Cher ilea@insurehollis.com ADDRESS: y INSURERS AFFORDING COVERAGE NAIC# Wareham MA 02571 INSURERA:Safety Indemnity INSURED INSURERB:Safet Indemnit JAMES DIEDE DRT HEATING & AIR CONDITIONING DBA INSURERC:Twin City Fire Insurance Co ' PO BOX 666 INSURERD: INSURER E: BUZZARDS BAY MA 02532 INSURERF: COVERAGES CERTIFICATE NUMBER:CL156202364 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 ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER IDD/YYYY) IMMIDDIYYYYI LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 11000 000 A CLAIMS-MADE X❑OCCUR DAMAGE TO RENTED 300,000 PREMISES Ea occurrence $ BMA0024109 9/12/2017 y9/12/2018 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JECTPRO LOC PRO- PRODUCTS-COMP/OP AGG .$ 2,000,000 OTHER: EPLI $ 10,000 AUTOMOBILE LIABILITY Ee COMBINED accident)SINGLE LIMIT $ 1,000,000 B X ANY AUTO BODILY INJURY(Per person) S ALL OS X SCHEDULED 6233263 5 4/2017 5/4/2018 BODILY INJURY Per accident $ AUTOS AUTOS / ( ) X HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYER LIABILITY Y/N X STATUTE ER S' ANY PROPRIETOR/PARTNER/EXECUTIVE 9/13/2017 9/13/2018 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? y N I A C (Mandatory In NH) OBWECTK6573 If E.L.DISEASE-EA EMPLOYE $ 500,000 yes,d ascribe under DESCRIPTION OF OPERATIONS below E.L.DISEASE--POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ' Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Cheryl Hollis/CHERYLe�- 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) MA SOC Filing Number: 20.1755681320 Date: 9/26/2017 11:55:00 AM y The Commonwealth of Massachusetts Minimum Fee:$500 00 William Francis Galvin . " 1 fi Secretary, of the.Commonwealth,Corporations Division One Ashburton Place; 17th floor '- Boston,MA":02,108-1512 4 Telephone: (617) 72.7-9640 la Identification Number: 202019819 ti y Annual Report Filing Year: 2017 w l 1.a. Exact name of the limited liability company: LEARY FP,LLC 1.b. If different,the name under which it does business in the Commonwealth: 2. The Limited Liability Company is organized under the laws of: State: DE Country:USA The date of its organization is: 12/06/2004 3. The general character of business,and if the limited liability company is organized to render professional service, the service to be rendered: REAL ESTATE RENOVATIONS .l 4. Location of its principal officer No. and Street: 17 BAYSIDE LANE City or Town: KINGSTON State: MA 'Zip: 02364 Country:USA 5. The business address of its principal office in the Commonwealth, if any: x $ No. and Street: , it City or Town: State:. Zip: Country: 1? l 6. The name and business address of each manager, if any: y§ Title Individual.Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code MANAGER ..PAUL E LEARY SR 17 BAYSIDE LANE KINGSTON,MA 02364 USA 7. The name and business address of the person(s)authorized to execute, acknowledge, deliver and record any recordable instrument puFporting to affect an interest in real property: ata Title Individual Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code REAL PROPERTY PAUL E LEARY SR. 17 BAYSIDE LANE KINGSTON,MA 02364 USA a 8. Name and address of the Resident Agent: Name: PAUL E LEARY JR No. and Street: 16 SEAVIEW DR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # ^jol Health Division 92a �1��*1�` Bv' Date Issued Ie � l LDI Conservation Division -)ee ONOUo �� ��� Applicati Fee Planning Dept. ®CT 03 211-, Permit Fee Date Definitive Plan Approved by Planning Board T Sa I r I O S f3L. �1 a Historic - OKH AlAr _ Preservation/ Hyannis A d UV rrll //11 . Q Project Street Address _�_�+ S®0141 Village h" Owner � Addre'ss Telephone Permit Request CIA ' Square feet: 1 st floor: existing d proposed- nd floor: existing 0 proposed , Total igo Zoning District R l> `L Flood Plain A E Groundwater Overlay Project Valuation Z'7�.000 Construction Type Lot Size Grandfathered: XYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family j Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes XNo On Old King's Highway: ❑Yes VNo Basement Type: ❑ Full ❑ Crawl ❑Walkout Otherj�- Basement Finished Area(sq.ft.) .4 Z4 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing Al A- new 2— Half: existing AIA- new Number of Bedrooms: /V-/!�- existing 3 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 XNo Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing Xnew size2,�-Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes >(No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nam Telephone Number 777 2—M-5-` 5 Address c2 Qx-* License # Home Improvement Contractor# ,�c Email Worker's Compensation # ALL CONSTRUCTI DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATURE I_ - w FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME RSrf 3c ��V OPIw INSULATION 9/1511 s FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH Q FINAL FINAL BUILDING G��a�-713 DATE CLOSED OUT ASSOCIATION PLAN NO. °° HOME ENERGY RATERS L LC B U> I L D I N G P E R F 0 R M A N C E T E S T I N G Air Leakage Report 12 South Cedar Road Test Mode Centerville Depressurization 07/17/2019 Test Pressure 50.0 Pascals Leary FP, LLC Test Equipment 2015 IECC Energy Code Minneapolis JUL 2 6 2019 TOVWY Uf t Total Air Leakage or Air Changes Per Hour Gauge 942 2.73 = Conditioned Volume 1� 20733 This project meets the criteria for the following: 2009 International Energy Conservation Code 2012 International Energy Conservation Code 2015 International Energy Conservation Code 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bygoconvos www.00canvas.com F52AOF84-4F66-4259-813D-3F145DF94C3D ❑❑ 00 HOME ENERGY RATERSILC B U I L D I N G P E R F O R M A N C E T E 5 T I N G Ventilation Report Ventilation Tests Fan Location Fan CFM Fan Timer Run Time Fan CFM Common Bathroom 57 -= ,r Master Bathroom 91 •s . BUILDING OEp`' JUL 216 2019 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by goconvos www.90CanyaS.com F52AOF84-4F66-4259-813D-3F 145DF94C3D A J nOMEENERGY GRATERS LLC. BUILDING PERFORMANCE TESTING Duct Leakage Report 12 South Cedar Road Test anode Centerville Depressurization 06/22/2018 Test Pressure 25.0 Pascals BUILDING OEPT DRT Testing Equipment 2009 IECC Energy Code Minneapolis JUL 2 6 2019 TO\JYN Vr ur�reiv%j iru.-- Total CFM@25 or Total Duct Leakage Percentage 39.00 0.02 Total Square Footage 1922.00 Maximum Allowable Leakage 76.88 HVAC Duct Test Location S ft Served King--- CFM 25 Gau_ a Duct Leakage% Basement 1922 C 39 '' 0.02 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bycgoconvos www.gocanvas.com 1 E8272A7-D89D-4lA7-888D-E90C220AF83D ❑a°° HOME ENERGY RATERS L LC B U I L D i N G P- E R .F 0 R M A N C E T .E .5 T I N G Compliance Option#1: Follow these steps to determine compliance for the fan Airflow. BUILDING v E PT 1) Determine the floor area of the conditioned space of the home=(� 2) Determine number of Bedrooms.LUZ+f) JUL 2 6 2019 3) Insert these number in the formula Below: TQVV Iv k ni Fan airflow(CRM=0.01 Arno.+7.5(Nw+t) Fan Airflow for Homes with Average Air Leakage Floor Area(1`1:2) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120- 135 . 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 Fan airflow.is CFM. Chris Mazzola RTIN#8873503 I 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562 (508)833-3100-ENERGYCODEHELP.COM-INFOQENERGYCODEHELP.COM powered bycocanvas www.gocanvas.com F52AOF84-4F66-4259-81.3D-3F145DF94C3D U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. , Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2) insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: LEARY FP, LLC A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 12 SOUTH CEDAR ROAD City State ZIP Code ' CENTERVILLE Massachusetts 02632 A3. Property Description (Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) ASSESSORS MAP 186, PARCEL 039-003,TITLE IN DEED BOOK 30872, PAGE 82 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.41.63959 Long.-70.35291 Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach atleast 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 113 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in BUILDING DEPT. d) Engineered flood openings? ❑ Yes ❑x No A9. For a building with an attached garage: MAY.31 ,2.0119 a) Square footage of attached garage 632.00 sq ft TOWN OF BARNS SABLE b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in d) Engihdd ed+flood openings? ❑ Yes ❑x No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number 62. County Name B3. State BARNSTABLE 25001 t :: BARNSTABLE Massachusetts 64. Map/Panel --f135. Suffix B6. FIRM Index 67. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date . 25001 CO563 j J 07-16-2014 07-16-2014 AE 11.9 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑x AS Profile ❑ FIRM ❑ Community Determined ❑ Other/Source; r B11. Indicate elevation datum used for BFE in Item 69,: ❑ NGVD 1929` E] NAVD 1988 ❑.Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes '❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 12 SOUTH CEDAR ROAD City State ZIP Code Company NAIC Number CENTERVILLE Massachusetts 02632 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: GPS RECEIVER Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h) below. ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace,or enclosure floor) 13.1 ❑x feet ❑ meters b) Top of the next higher floor 22.6 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑ feet ❑ meters d) Attached garage(top of slab) 12.6 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 6 (Describe type of equipment and location in Comments) 12. ❑ feet ❑ meters f) Lowest adjacent(finished)grade next to building (LAG) 12.1 feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 12.7 feet ❑ meters h).Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 12.6 ❑x feet ❑ meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑No ❑Check here if attachments. Certifier's Name License Number KIERAN J. HEALY 48135 Title P�ZH OF Mgss C SURVEY MANAGER Company Name �� �-AA K�ERnNJ. BSC GROUP, INC. ° HEALY Address NO.48135 Az a 349 ROUTE 28, UNIT D ��FssRFcrsTeR`��J��� City State ZIP Code DNA LAND WEST YARMOUTH Massachusetts 02673 Sig - Date Telephone Ext. 05-31-2019 (508)778-8919 Copy all page f this Elevation ificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) THE LOWEST UTILITY IS THE A/C UNIT OUTSIDE THE BUILDING.THE LOWEST FLOOR IS A FINISHED FIRST FLOOR AND IS 816 S.F. IN AREA.ALL AREAS OF THIS FIRST FLOOR ARE AT ELEVATION 13.1 -ABOVE THE B.F.E. OF ELEVATION 11.9 AND AS A RESULT ARE NOT DEPICTED IN ITEM A8a.THERE ARE NO OPENINGS IN THE WALLS AS THE AREA UNDER THE FIRST FLOOR IS A CONCRETE SLAB. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE 131"Wiaing Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 12 SOUTH CEDAR ROAD City State ZIP Code Company NAIC Number CENTERVILLE Massachusetts 02632 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure) is ❑feet ❑meters ❑above or ❑ below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet []meters ❑above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams) of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab) is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown: -The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6' L t OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 12 SOUTH CEDAR ROAD City State ZIP Code Company NAIC Number CENTERVILLE Massachusetts 02632 SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8=G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) „ ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Bmii'ding Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 12 SOUTH CEDAR ROAD City State ZIP Code Company NAIC Number CENTERVILLE Massachusetts 02632 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken;"Front View"and "Rear View"; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. r. Photo One Photo One Caption FRONT VIEW Clear Photo One .9• �',.. Aw ,t+x...•. pm . F Photo Two Photo Two Caption REAR VIEW Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY. USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 12 SOUTH CEDAR ROAD City State ZIP Code Company NAIC Number CENTERVILLE Massachusetts 02632 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. r .. r. i . wrMwyr.eswa!± r i i� l 7 4r i Photo Three Photo Three Caption A/C UNIT- LOWEST UTILITY Clear Photo Three' Photo Four Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 . .....�e�.•-{... n-. t ,. .... ,. <ore «. -,..- ..�+•..w„-..r«.�. ....r' _. -i'. ..:�..K-s svwr^.. r.��so-.w,+:.—�„+..:ew+,..+.:.rR•.c.r,n*w`...isnr:"..-- e ISSUED THROUGH A. A. DORITY COMPANY' !,"'- -" . Poston STREET PERMIT BOND KNOW ALL MEN BY THESE PRESENTS,That we Tinory Construction,Inc., of 151 Robbins Rd. ; Osterville,MA 02655, hereinafter referred to as Principal,and NGM Insurance Company a corporation organized and existing under the laws of the State of Florida and authorized to do business in the Com-monwealth-of Massachusetts,as Surety,are held and firmly bound unto Town of Barnstable,MA,hereinafter referred to as Obligee, in the sum of Five Thousand dollars ($5,000.00) lawful money of the United States of America,to the payment of which sum,well and truly to be made,we bind ourselves,our executors,administrators,successors and assigns,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH,That whereas,the Principal has made application for a license or permit to the Obligee for the purpose of opening and/or occupying a public way. • NOW,THEREFORE,if the Principal shall faithfully comply with all ordinances,rules and regulations which have been-or may.hereafter be in force concerning said License orPermit,and shall save and keep harmless' l the Obligee from all loss or damage which it may sustain or for which it may become liable on account of the issuance of said license or permit to the Principal,then this obligation shall be null and void;otherwise,to remain in full force and effect. THIS BOND WILL CONTINUE IN FULL FORCE UNTIL CANCELLED BY THE SURETY. The Surety may at any time terminate its liability by giving thirty(30)days written notice to the Obligee,and the Surety shall not be liable for any default after such thirty day notice period,except for defaults occurring prior thereto. SIGNED,SEALED AND DATED September 8th,2017. B Tinory Construction,Inc. NGM Insurance Company Bond.No.. .563.8,16 v..` r e�,. G� �t• - Je{fr rawford Attorn =tn Fae� .A.Dority Company,Inc. • 262 Washington Street,Suite 99 ` Boston,MA 02108 a (617)523-2935 i ® % NGM INSURANCE COMPANY POWER OF ATTORNEY /M�- 0 3 0 2 2 5 5 5 A member of The Main Street Ame Gn p 0 V NOW ALL MEN BY THESE PRESENTS: That NGMJnsurance Company, a Florida corporation having its principal ffice in the City of Jacksonville, State of Florida,pursuant to Article IV, Section 2 of the By-Laws of said Company, to wit: "Article IV,,,Section 2. The board of directors, the president, any vice president, secretary, or the treasurer shall have the power and authority to appoint attorneys-in-fact and to authorize them to execute on behalf of the company and affix the seal of the company thereto, bonds,recognizances, contracts of indemnity or writings obligatory in the nature of a bond, recognizance or conditional undertaking and to remove any such attorneys-in-fact at any time and revoke the power.and authority given to them. does hereby make, constitute and appoint Philip Crawford,Richard W Crawford,James M Crawford, Katie E Ford,Jeffrey W Crawford its true and lawful Attorneys-in-fact,to make,execute, seal and deliver for and on its behalf, and as its act and deed,bonds,, undertakings,recognizances,contracts of indemnity,or other writings obligatory in nature of a bond subject to the following limitation: 1. No one bond to exceed Five Million Dollars ($5,000,000.00) and to bind NGM Insurance Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of NGM Insurance Company;the acts of said Attorney are hereby ratified and confirmed. This power of attorney is signed and sealed by facsimile under and by the authority of the following resolution adopted by the Directors of NGM Insurance Company at a meeting duly called and held,on the 2nd,day of December 1977. Voted: That the signature of any officer authorized by the By-Laws and the company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond, undertaking,recognizance or other written obligation in the nature thereof; such signature andlseal, when so used being hereby adopted by the company as the original signature of such office and the original seal of the company, to be valid and binding upon the company with the same force and effect as though manually affixed. IN WITNESS WHEREOF, NGM Insurance Company has caused these presents to be signed by its Vice President, General Counsel and Secretary and its corporate seal to be hereto affixed this 8th day of January, 2016. NGM INSURANCE COMPANY By: Bruce R Fox 3 . Vice President,General. Counsel and Secretary State of Florida, County of Duval. On this January 8, 2016,,before the subscriber a Notary Public of State of Florida in and for the County of Duval duly commissioned and "qualified, came Bruce R Fox of NGM Insurance Company, to me personally known to be the officer described herein, and who executed the preceding instrument,and he acknowledged the execution of same,and being by me fully swom,deposed and said that he is an officer of said Company, aforesaid: that the seal affixed to the preceding instrument is the:corporate seal of said Company,and the said corporate seal and her.signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Company;that Article IV,Section 2 of the By-Laws of said Company is now in force. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal at Jacksonville,Florida this 8th day of January, 2016. Twhe Am Pet" PUBLIC ' STATE rATE OF FLORIDA CamNt FFg15117 Expifea 10W019 I,Nancy Giordano-Ramos,Vice President of NGM Insurance Company,do hereby certify that the above'and foregoing is a true and correct copy of a Power of Attorney executed by said Company which is still in full'force and`effect':"I' ''l IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Company'ar Jacksonville,.Florida this day of �h�,•, �0 ;��: , ,, a: WARNING:Any unauthorized reproduction or alteration of this document-is prohibited. TO CONFIRM VALIDITY of the attached bond please call L 800-225-SO6. TO SUBMIT A CLAIM`.Send a1T correspondence to 55 West Street,Keene;NH 03431 A6!Bond Ciaims. - ' G t R IO rat SENSITIVESNS DocuGard 404546 contains a security;pantograph,blue background,heat-sensitive ink,coin-reactive watermark,and mfcrotext printing on border. io62-►y Gem y;c, as - m Director on g Commissioner. iis,MA 02661 ble.ma.us Fax: 508-790-6230 tial Addition Or Remodel Or Dock `.t on application. approval required prior to construction/demolition forth of the Mid Cape Highway) ric District(See map for boundaries) red for Project): rded at the Registry of Deeds w/in one year of uired and can be obtained at 200 Main St.: &3:30—4:30 PM {as of March 2"d,2005} &3:30—4:30 PM) gilding Department} 1,:)epartment} Cation, full description of project, correct square �FTHE ram, Town of Barnstable Building ]Department Services Brian Florence,CBO BARNSPABLE, + /<'® 9q, 6 q ��� Building Commissioner . 200 Main Street,Hyannis,MA 02601 01 www.town.barnstable.maxs I Office: 508-862-4038 F�x�5 8-790-6230 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT ' I, I t a0� , Construction Supervisor License # (��¢Gi ,hereby certify that I am no longer the Construction Supervisor listed on the application for the.project under construction as authorized by building permit # _1 �a l , issued to (property:address) I Sav (�ed&�2 t tJ-e v- I on U �;Z? , 20Q. I also certify that on 201 , I notified the property owner,that the project under construction must cease until a successor licensed Construction Supervisor, -A is submitted on the records of the Building.Division. 1� 3 .2o0 LICENSE HOLDER DATE q/forms/newcontr reference R-5 780 CUR rev:08/23/17 guo cv��<�-� 1/4S RED I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map /w Parcel 3 �1 . 003 Applicatio # I LL Health Division Date Issued P;17 Conservation Division Application F 7 11 07 ) Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis �LAA_ IIA C (n Project Street Address �� .SOOr/4 C 6"P14/Z Re t Village G -e w/�.e Owner L-e4A y %P LL L ?XUL 1EAAy Address l 1 ZAve- kiaysi eAl ft lis; Po /3a z 7041t OdX d�y� IfA o;Z 3'31 Telephone KA . Permit Request C &Aj,1r4ae r1#A1 al 4 XIAvJ/F - ►/jYta�cJf Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑'NoDE9n1Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ OtherAlQV -9 C Basement Finished Area (sq.ft.) �O�Basernent Unfinished Area (sq.ft) Number of Baths: Full: existing new Half existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes LNo If yes, site plan review# Current Use /!��<4�1A/'i�iL Jl!ffle' /54#14 Proposed Use APPLICANT INFORMATION _(BUILDER_OR HOMEOWNER) NAme /��ljFND LEAK Telephone Number l-fiHL P110✓ of ,ew 6&644AO Address o2 y 3 /f eu d ow d:t License# C .S f a / U 6 a 7 9 C,44UP✓/ /ta 2 3 3 d Home Improvement Contractor# Nl� Email G /A NP C ® _p!�0_S �it1 .�G worker's Compensation # o UI/ C736 .5- // ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /ve cv 13 4 0 fd v0 ;.),4d I-el( SIGNATURE DATE A., FOR OFFICIAL USE ONLY APPLICATION # T, DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE - r OWNER DATE OF INSPECTION: { FOUNDATION _ FRAME s � in k S /8 4 f INSULATION(n SL-) 1 PPfenPt- FIREPLACE ELECTRICAL: ROUGH FINAL j PLUMBING: ROUGH FINAL GAS: ROUGH FINAL rf FINAL BUILDING DATE CLOSED OUT t ASSOCIATION PLAN NO. t . ti9l. : .Mont Of satet a � olatio s and st. ca +. CSFul �4.�1t?SZJ N Cry �. . 00 m f }} an z; � s t�`atstEn.�aliii.fa�r-�nt��m�rtlpi j� p�� t I� #�°i�easr���.rrr��..._ ,Y oolvSe��f!f!,} n�v"�(7f 1JtdC/Zl u� t ' �..,� - i)t"�ur�esltic:�.��raait»�a�9�. ��'�r�a�rnaQs (1�s7 U�tn#iMrs'�ks � tftict ►t{ "tierinrr�z+y9�� ta� rtirt7€ FlfiXA tMDityY4M t.'ON1[i t } M 70 � OPA 0000P e j w,. f _ .r CERTIFICATE OF LIABILITY INSURANCE 062E/20 DDNYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER I CONTACT Paychex Insurance Agency Inc NA PAYCHEX INSURANCE AGENCY, INC. 150 SAWGRASS DRIVE PHONE , 800-472-0072 FAX . 585-389-7426 ROCHESTER, NY 14620 E-MAIL Certs@paychex.com AQ_ RESS:__ ,— -- _ INSURER(S)AFFORDING COVERAGE �` NAIC# INSURED INSURER A: NorGUARD Insurance Company i 31470 HOME REMODELING PROFESSIONALS OF I INSURER B: 243 MEADOW STREET INSURER C: " . 60L UII G UEr T CARVER,MA 02330 a I INSURER D: I. INSURER E: NOV 28 7fla, INSURER F: _ I COVERAGES CERTIFICATE NUMBER: REVISION"NUMBER:AHNST/ABLE 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 i_REDUCED BY PAID CLAIMS. _ INSR TYPE OF INSURANCE AI DDL SUBR POLICY NUMBER t POLICY EFF POLICY EXP LIMITS LTR ;INSR IWVD I(MM/DD/YYYY) (MM/DDIYYYY) GENERAL LIABILITY I EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED CLAIMS-MADE OCCUR 3REM)SE!(Ea-occ-url�rtc-e) S MED EXP(Any one person) S PERSONAL&ADV INJURY S GENERAL AGGREGATE S EN'L AGGREGATE LIMIT APPLIES PER: 3 PRODUCTS•COMPfOP AGG S POLICY PROJECT, LOc I S AUTOMOBILE LIABILITY j COMBINED SINGLE LIMIT ANY AUTO yI (Ea accident) S ` BODILY INJURY ALL OWNED SCHEDULED r S AUTOS ° AUTOS (Per person) HIRED AUTOS ! r._r AUTOS NED BODILY INJURY S L=.t (Per accident) _ PROPERTY DAMAGE S (Per accident) _ I $ UMBRELLA LIAR OCCUR I EACH OCCURRENCE S EXCESS LIAB I CwIMsMADE AGGREGATE S DED RETENTIONS f I . S WORKERS COMPENSATION AND f WC STATU- OTH- A EMPLOYERS'LIABILITY HOWC842428 06/03/2017 06/03/2018 —XLJ_ORY_LIMITS ___GR__—_ E.L.EACH ACCIDENT S 100,000.00 ANY PROPRIETORIPARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? YIN tt E.L.DISEASE-EA EMPLOYEE S 100,000.00 (Mandatory in NH) I Y_ N/A - E.L.DISEASE-POLICY LIMIT S 500,000.00 It yes.describe under �I I DESCRIPTION OF OPERATIONS!LOCATIONS!VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) C rR 'ATE HOLDER _ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2010/05) 1988.2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street 3L 11LDIN tT:-1 Boston,MA 02111 www.mass gov/dia NVI 2 8 2017 Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information rr)1n1NMase,PAjit'Eigib1y ` Name(Business/Organization/Individual): Roland Leary Jr. Home Remodeling Professionals of New England Address: 243 Meadow Street City/State/Zip: CARVER , MA 02330 Phone#: 774-454-6276 Are you an employer?Check the appropriate bog: Type o ' 1. I am a employer with 4 4. I am a general contractor and I g� employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remo e ship and have no employees These sub-contractors have g. /Demolition workingfor me in an capacity. employees and have workers' Y P h'- $ 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 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 contractors 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 the policy and job site information. Insurance Company Name: NorGUARD INSURANCE COMPANY Policy#or Self-ins.Lic.#: HOWC736505 Expiration Date. 0{0--/-#3-� /R jvorq Cir3A/L 2a (-f fienl//%/e ".4 o263z Job Site Address:. _. _ City/State/Zip: _ K i ♦ -_ _-_-- 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 penaltiesFaW 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-f fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce fy u er the pains and penalties of perjury that the information provided above is true and correct Si ture: Date: / Phone#- 774-454-6276 Official use only. Do not write in this area,to be completed by city or town ofjaciaL City or Town: Permit/License# , Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Bk-Pg:30872-82 ct, J - Recorded: 11-02-2017 @ 12:12:30pm Inst#: 56191 Chg: N Vfy: N Sec: N Pages in document: 2 Grp: 1 Type: DEED Doc$: 120,000.00 Desc: 4 363/67 y . Town: BARNSTABLE Addr: 12 SOUTH CEDAR RD Gtor:'CLOUGH, DEBORAH (Gtor) Gtee:-LEARY'FP LLC (Gtee) Recording Fee: 100.00 State excise: 777.60 Surcharge: 25.00 Rov T4W OF BA .NSaB�- of Town of Barnstable Regulatory Services BMWgrABLE B U I I_D l 1n� G0 T MASS. Richard V. Scali,Interim Director 'Cp�Fo,,,otA 039. Building Division 1,� Tom Perry,Building Commissioner tiOV 2 8 2Q11 200 Main Street,Hyannis,MA 02601 �, www.town.barnstable.ma.us TOWN 0F BAP� lS,.=.3L1 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF CONSTRUCTION SUPERVISOR I PQ U j L�A py - L C.4 R y r P L Z-G owner of property located at �il. JU (J'r# Ct DAR RP e.e 4U,/l4 hereby certify that /R i'c HAA p �. 7"1AJ Vd yV e. is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit# ,8—/1— ���� issued on ° a 20 I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. /17 PROPERTY 01>KER DATE q/forms/newcontrowner reference R-5 780 CMR rev:103113 Dec 30 04 02: 11 Jennifer M. Bott, Esq. 978-443-1659 p. 2 MA SOC ding Number: 200496040760 Date: 12/30/2004 1:31 PM BUILDING DEPT- NOV 2 8 2017 LEARY FP,LLC TOWN OF BARNSTAB APPLICATION FOR REGISTRATION OF A FOREIGN LEMTED LIABILITY COMPANY The undersigned Limited Liability Company, for the purpose of registering pursuant to the provisions of MGL Chapter 156C, Section 48, to do interstate, intrastate or foreign business as a foreign limited liability company in the Commonwealth of Massachusetts hereby certifies as follows: 1. The federal employer identification number of the foreign limited liability company registered hereby(the"LLC")is 20-2019819. 2. The name of the LLC is Leary FP,LLC,and the name under which the LLC proposes to register and do business in the Commonwealth of Massachusetts is Leary FP,LLC. 3. The LLC was formed under the laws of the State of Delaware on December 6,2004. 4. The general character of the business the LLC proposes to transact is as follows: (a) to acquire, own, hold, rent, sell, invest, reinvest and manage assets held by, or for the benefit of, members of the LLC, including but not limited to real estate, and (b)to conduct any other lawful activity pursuant to Chapter 156C of the Massachusetts General Laws. 5. The business address of the LLC's principal office is 17 Bayside Lane, Kingston, Massachusetts,02364. The mailing address is P.O.Box 988,Duxbury,Massachusetts 02331. 6. The name and business address of the LLC's manager are Paul E. Leary, Sr., 17 Bayside Lane, Kingston, Massachusetts 02364, with a mailing address of P.O. Box 988, Duxbury, Massachusetts 02331. 7. The business address of the LLC's principal office in the Commonwealth of Massachusetts is 17 Bayside Lane, Kingston, Massachusetts, 02364. The mailing address is P.O. Box 988,Duxbury,Massachusetts 02331. 8. The name and business address of the LLC's resident agent for service of process in the Commonwealth of Massachusetts are Paul E. Leary, Jr., 16 Seaview Drive, Kingston, Massachusetts 02364. 9. The LLC is to have no specific date of dissolution. 10. The name and business address of the person authorized on behalf of the LLC to execute, acknowledge, deliver and record any recordable instrument purporting to affect an interest in real property are Paul E. Leary,Sr., 17 Bayside Lane,Kingston,Massachusetts, 02364. 11. The name and business address of the person authorized on behalf of the LLC to execute any documents to be filed with the Corporations Division of the Secretary of the Commonwealth of Massachusetts are Paul E. Leary, Sr., 17 Bayside Lane, Kingston, Massachusetts,02364. 1 Dec 30 04 02: 11p Jennifer M. Bott, Esq. 978-443-1659 p. 3 12. Attached is a certificate of good standing of the LLC issued by an officer or agency properly authorized in the jurisdiction in which the LLC is organized or other evidence of legal existence. If the certificate or such other evidence is in a foreign language, a translation thereof under oath of the translator is also attached. I,Paul E. Leary, Sr.,being a manager or person authorized to execute documents on behalf of Leary FP, LLC,hereby certify and swear that the foregoing is true to the best of my knowledge, information and belief. LEARY FP,LLC ,lid By: Paul E.Leary, Sr. Manager Dated: December 30,2004 o 2;S 2 Town of Ba'rn, �11� o e s post tills Card SaThat'It is�tlsible Frem'tlie'Stfie¢5=,�1ppmvd Plans Must be Retained oil J ib'aritl this tartP �t Q Kept • ' ': m ,°6°¢ i?gsted.tJneB Flnallnsjiectlpn:Has':geen Made ':$+ =i _: ;: ti�ar wYc fi L �? tv ie a CorHflsa.Oi Or cupancy llp ii rgd,�uch 9.4111(fA$'shalFNot lie 0cwpled.pHEEi'e'Final]nsp1.eet�on has lta�pja¢p Permit No. B-17-3011 Applicant Name: RICHARD F TINORYJR v Apprpvais. Date Issued, 10/;7/201T Current Use: Siructtire <,r. Permit Type: Building-Now Construction-1or2family ExpirationwDate:- 04/27/IO1S' : FauridatiQr %• �•;- Residential Map/Lot:�i86 039 0D3 Zoning District:. RD-i Sheaths W Location: 12 SOUTH'CEDAR ROAD,CENTERVILLE �``• c Contractor Name: RICWR f TINORYJR Framing Owner on Record:'CLOUGH,DEBORAH i IR Contractor Ucense CS 06414 , 31 25 . Address: 633 SOUTH MAIN STREET ,L . . !;' ; .y - a••: " Est.Prd*t Cost.• $275 000 00. mn ey CENTERVILLE,MA-02632 Derinit Fee: $1,527.50 Description: Building Permit for constructing a single farm home gnyacant lot Insulation_ P B g g �!" .F ,_. Fee Paid. $1,527.50, _._.. . Project Review Req.- .'' " Date: 10/27/2017 ' Final: Y; P)umbliiil i s : Rougli,Piumhing: Building Official x Final Pltim61ng: Thiis permit shall be deemed abandoned and invalid unless the work airt)rodzed by this permit is commenced ivithin six months af6-r.issuance. All work authorized by this permit shall conform tothe approved appk4ad�ahitheapprovedconstnictiondocumentfforwhicht(dspermithas been grarded Rough Gas: All construction,alterations and changes of use of any building and structures'-!Qi be in compliance with the local zoning bylaWs.aM codes. This permltshallbe displayed Ina lowtinndearyvisible from access strectorioir�iandshanbemairnainedopenfor: bleinspectwp for the entire duration ofthe Final Gas: work until the completion of the same. ::a-+.i. Elactrlcai"= - The Certificate of Occupancy will not be issued until all applicable signatureg by the ll iftiigand Fire ofRNals arvptuvided on•this:permit Minimum of Five Cali Inspections Required for All Construction Work:.;" ;'. Service.' ,;xa 1.Foundation or Footing 2.Sheathing lnspecdon °e 2": Rough: ^s 3.All Fireplaces must be Inspected at the throat level before firestflue 4nlng h Installed 4.Wiring&Plumbing lnspecaorutobe completed prior to Frame inspection Final: ;d L ao 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Loowvoltiige:Rough: 7.Final Inspection before Occupancy Where applicable,separate permits are reuul ed for Electrical.Plumbinn.and Mechanical Installations. iwaa�u Work shall not proceed until the Inspector has approved the various stages of construction. Final: a "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Dep3°Cent Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: —0— NMI 2$ VNI JJ of Town of Barnstable Regulatory Services " B^ KAM. " Richard V.Scali,Interim Director ,Eo39.,s`` 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 NOTICE O THE BUILDING DIVISION CENSEDCONSTRUCION I SUPERVISOR ASSUMPTION OF RESPONSIBILITY TOwN Of BWV4SZx5U I, ?61,4.Q LFAlZy Construction Supervisor License # C10- /O d NZby certify that I have assumed responsibility for the project under construction, as authorized by building permit# 46 �7" issued to (property address) on /O d y 201 y. The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form (if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond (if applicable) LICENSE HOLDER DATE q/forms/newronirb rev:103113 Town of Barnstable Building Department Brian Florence,CBO 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 $R as Owner of the subject property hereby-authorize 1.O l A NP L it f►R V to act on mr behalf, - in all matters relative to work authorized by this building permit application for: (Address of Job) re./aP/-7 017 S' nature of Owner Date L EAK y f P G L.C. ?A OL L EAkr S r Print Name If Property Owner is applying for permit.please complete the Homeowners License Exemption Form on the reverse side. ° C.^,Usersidecollik`AppData\LocaltMicrosoWt Windows;INetCaelteiConteut.Outlooki9NNOKXYW�RESID£NTILONLYEXPRESS.doc 09/26/17 Anderson< 781-857-1000: insulation, Inc.:. wwwandersonintsul=m' 706 Stockton Ave PO Sox 2003 Abington;:MA 02351 WORK AREA ITEM INSTALLE6 Polystyrene Vent @ Eve Accwent;Wind Block Eave Battle: Polystyrene Vent@ Slope Airmate Fiftded Poly:Foam,Vents Slopes R-38 icynene Classic Plus Open:Cell:Spray Foam -9.Sin r Attic Walls R-15 31/2:X 15 Kraft Faced FG Batts,Hi-Dens Attic Walls Tyvek House;Wrap 9xi0p Garage/House Wall 1140 5 112 X 15 Kraft Faced Fiberglass Batts HD` elockers/Rim 3oist R-20 I cynene Classic Pius'Open CNISPTay.F.oam Nominal Sin(No Shaving) Garage Blodcers R-20 I g cynene Classic Plus,Open Ceil SpraysFoam Nominal,Sin(No Shaving) EXT.Wails 2x6 R-20 51/2'X 15 U..nfaced;Fiberglass Batts HD EXT.Walls 24 4.Mil Polyetl a eVapor Barrier' Windows:and Doors Foamed EZ Flo Min Expansion Foam Garage Ceiling 11=36 9 1/2 X 12 Krakfaoed Fiberglass Satts Garage Ceiling Rt3010 X 16 Kraft Faced Fiberglass Batts Garage Walls R-19 6 XIS Unfaced Fiberglass Batts Garage Walls 4 Mil Polyethylene Vapor Barrier : Customer,: Home:RemodelingPrm New England Job Number. 609404 3ob Address 12 Soutti-Cedar.Street=Centerville Date Completed l 1 Installer 519rw .: . I 6,dl-30! 0 0 n u G u n u n n n �DJ n n u n n n n Effective Date: November 28th, 2017 n WeAernSurety Company G n u LICENSE AND PERMIT BOND n n n u KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 63434398 n n n n u Thatwe, Home Remodeling Professionals of New England LLC G G n n G of Carver , State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , as Obligee,in the penal sum of Five Thousand and 00/100 DOLLARS ($5,000.00 ), lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,firmly by these:presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street Opening • by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until November 28th 2018 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of this ° ,days from the mailing 6f said notice, this bond shall ipso facto terminate and the Surety s4t;jf e�p . �l ieved from any liability for any acts or omissions of the Principal subsequent to said day . •, the number of years this bond shall continue in force, the number of claims made ag& rr is bo *-• the number of premiums which shall be payable or paid, the Surety's total limit of liEk shall not dk&ulative from year to year or period to period, and in no event shall the Surety's total liityaai •exceed the amount set forth above. Any revision of the bond amount shall not be G n I ,, V., A n cuff.® ye' n 99 9 �gA49b9 u n DateCffiis 27th day of November , 2017 n u G u G Home Remodeling Professionals of New England LLC n Principal n n � u ORPORATf = Principal n SEAL WEST E SURET COMPANY fi n u n _ _ B n n y n � r G Paul T.B at,Vice President n Form 532-12-2015 n n n n u MOILu I , e- ACKNOWLEDGMENT OF SURETY • STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 27th day of November 2017 ,before me,the undersigned officer, personally appeared Paul T. Bruf lat 'who acknowledged himself to be'the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }b46.444b44bbbbb4bb444444b} s M. BENT S S AEAE L NOTARY PUBLIC SE L- s M. a SOUTH DAKOTA 8 Notary Public—South Dakota }4b44444b44b4bbbbb4b4444} �i My Commission Expires March 2, 2020 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) i COUNTY OF On this day of before me personally appeared known to me to be the individual_described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public • ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public 0.0 fCS E 0 co z A A a zzco 14 D a 0 a 02 o z w z Q) • (V a o o 0 a a. Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California,Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected Vice President as Attomey-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Street Opening Town of Barnstable bond with bond number 63434398 for Home Remodeling Professionals of New England LLC as Principal in the penalty amount not to exceed: $ 5,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer, or any Vice President,or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 27th day of November 2017 ATTEST WESTe URET COMPANY By T L.Nelson,Assistant Secretary Paul T Bruflat,Vice President b�O ,.._....•„ p 4 STATE OF SOUTH DAKOTA ': �, ss COUNTY OF MINNEHAHA � �``~ DIN"awe td9dt8�1104iE545 On this 27th day of November 2017 before me,a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. }bbbbbbbbbbbbbbbbbbbbbbbb} 8 J. MOHR p - S SAL NOTARY PUBLIC SAL p SaSOUTH DAKOTA�ya Notary Public �• }bbbbbbbb44bbbbbbbbbbbbb+ My Commission Expires June 23, 2021 . To validate bond authenticity,go to www.cnasurety.com >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 ���� A � _ - ;stFNSN6BFS0fl� ° L ®Loan _ 'a �N12usPH'82 • ° y _ 9FeFnsiii y �aqm� cn yi � °�{az R •� a� 4r °Lfna Cia N 0 Val p 4 L r^D A y YQ P P� y r� �aq - �� �y P• D O pf � pp A y/ •C d� °• \ 4�. -` o la DY p 44 m -9 m g m "� o 0 <Fiy9 Ily N - 41�9. THOF9AS a Np1'�ETT N Bk 28083 Ps IOG -15186 f 44--11-2014 a'1 02= 48P QUITCLAIM DEED I, MARK H.BOUDREAU, Trustee of The Vivian Nault Revocable Trust, under declaration of trust dated June 16, 2010, of 633 South Main Street, Centerville, MA 02632, a Trustee's Certificate of which is recorded in the Barnstable County Registry of Deeds in Book 27985, Page 3. for no consideration and as a distribution pursuant to the terms of said trust, grant to DEBORAH CLOUGH, of 633 South Main Street, Centerville, MA 02632, the land situated in the Town of Barnstable, Barnstable County, being 12 SOUTH CEDAR ROAD, CENTERVILLE,MA 02632 . Land being shown as Lot 4 plan entitled "Plan of Land in Barnstable (Centerville) Mass. for Alphege & Vivian Nault, Scale 1 in. =.50 ft., April 8,-1982, Baxter& Nye, Inc., Registered Land Surveyors Osterville, Massachusetts" which said Plan is recorded in the Barnstable County Registry of Deeds in Plan Book 363 Page 67. Subject to and together with the benefit of all easements, rights, reservations and restrictions of record, insofar as the same are now in force.and applicable. For title, see the Estate of Vivian Nault, Barnstable Probate No. BA12P1762EA, and deed recorded with the Barnstable County Registry of Deeds in Book 27985, Page S. L WITNESS my hand and seal this j day of April,'2014. Mark H. Boudreau, Trustc� The Vivian Nault Revocable Trust Bk 28083 Pg101 #15186 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this 11`h day of April, 2014, before me, the undersigned notary public, personally appeared Mark H. Boudreau and proved to me through satisfactory evidence of identification, a MA driver's license, to be the person whose name is signed on the preceding or attached document and acknowledged to me that he signed it voluntarily for its stated purpose, as Trustee of The Vivian Nault Revocable Trust. 14 Notary Public My commission expires: ` �� > ► ,a.o�o Bk 28083 Pg102 #1518.6 TRUSTEES' CERTIFICATE OF THE VIVIAN NAULT REVOCABLE TRUST I,Mark H. Boudreau,of Centerville,-Massachusetts,{ender oath,do depose and certify as follows: 1. That I am the sole trustee of The Vivian Nault Revocable Trust,under declaration of trust dated June 16,2010(hereinafter referred to as the"Trust"). 2. A Trustee's Certificate for the trust is with the Barnstable County Registry of Deeds in Book 27985 Page 3. 3. That any certification by any person named as a current or as a successor trustee shall be conclusive on all persons. 4. That,pursuant to the terms of the Trust,the trustee then serving shall have the absolute power to sell at public auction, or private sale, and to assign,transfer, pledge, barter or exchange for real or personal property, all or any part of the real or personal property of the Trust, including mortgages of property now or hereafter held under the trust, at such time and prices and upon such terms and conditions as the trustee(s)deem(s)proper without order or license of court, and to execute any and all deeds and other instruments necessary or appropriate to accomplish such sale or other transaction,and no person need make any inquiry concerning the propriety of any of the trustee's actions and all such actions shall conclusively be presumed to be proper. 5. That no fact exists which constitutes a condition precedent to acts by the trustee(s)or which are in any manner germane to the affairs of the trust. 4 . 6. That said Trust has'not been amended or revoked and that the same is still in full force and effect. 7. That I have been duly authorized and directed by all of the beneficiaries of said Trust to sign, seal,acknowledge and deliver the attached or foregoing deed of property known as 12 South Cedar Road, Centerville,Massachusetts,to Deborah Clough as a distribution pursuant to the terms of said Trust. 8. That all of the beneficiaries of.said trust are individuals,are not minors, are competent and are operating under no constraint or undue influence. SUBSCRIBED AND SWORN to under the pains and penalties of perju is l l th day of April, 2014: / Mark H. Boudreau y IL = Bk 28083 Pg103 #15186 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: On this I I`h day of April,2014 before me,the undersigned notary public,personally appeared Mark H. Boudreau,personally known to me to be the person whose name is signed on the preceding or attached document, and,after being duly sworn,attested to the truth of the matters above-subscribed,before me. W-' C G.- ,Notary Public My Commission Expires:ce My OECUS ls,To" 1 BARNSTABLE REGISTRY OF.DEEDS p l Affidavit of Substantla! t-inancial Inrerest F on oath of r C depose and state as fo s: an applicant for a building permit for the property iocated at Map Parcel a Q O The address.of the properly is . 2. 1 have % legal.or equitable interest in the real property which is the subject of the building permit application which is identified in.paragraph 1 above. 3. Within in the last twelve months frofn today's date,which is , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Address .Alame 6 US .4. Within the last twelve months, from today's-date, which is I have had a 1% or greater legal or equitable interest in the'fallowing properties which have been the subject of a bu'iiding-permit application: 1`ilfaplParcei Address 5. Within this calendar year, I have submitted building permit applications-for . properly in which l have a 1% or greater legal or equitable interest. . 6. Within the fast ten days, I,have submittedbuilding permit applications for property in which I have a-1% or greater legal or equitable interest 7. Within this month, I have submitted building permit applications for property in which 1 have a 1%legal or equitable interest. B. Within this month, I have received building permits for property in which I have a 1% [:ega1 or equitable interest Signed•under the pains and penalties of perjury,this- day of ,2000' Ad A 0 2001-0050/afn 1 QILOTTFRY/AFF1DAVrr 'Commonwealth of Massachusetts y� Division of Professional Licensure Board of Building Regulations and Standards Constru-c ri SUPervisor CS-064145 `y. Et ires.: 06/30/2018 RICHARD F TINORY JR��• > 151 ROBBINS-ZTREET ,1 OSTERVILLE MA�, �'��l.SS=T_i���J. Commissioner • II - I Supervisor contain Construction us group Wh►cohf �osed Unrestricted-Building s of 991 cubic meters) 0p0 cubtc fee space. Ipssthan 35. cbusetts current edd►°n of the arevocation 01 this license. os Code is cause for out this license pailure to P ation ab" mass.govldpl State Building form visd For in 32p0 ofW_- _ Call(617)727- -- A' 1 / f l • Town of Barnstable 200 Main Street,Hyannis,MA Tel.(508)862-4644 INSPECTION REPORT Date: 6/61201912:30 PM Inspector: lauzonj Permit Number: B-17-3011 Name: CLOUGH, DEBORAH Address: 12 SOUTH CEDAR ROAD, CENTERVILLE Unit No. Inspection Type Inspection Item Status Comment Building Final A-Inspection Results NIC Guard needed for back patio. Insulation paper facing must be covered in lower level. Handrail needed to lower level must begin at top of stairs. Attic access needs insulation. ectric ane nee energy c I Ica a I e o ron Duct leakage and blower-door results needed. Inspection Overall Comment: Reinspection required. , Overall Inspection Status: FAILED Re-Inspection Date: • Inspector Signature Owner Signature Total Score: ,i00 Town .of Barnstable 200 Main Street,Hyannis,MA Tel.(508)862-4644 INSPECTION REPORT Permit: Building -New Construction- 1 or 2 family Residential Use: Date: 3/30/2018 10:44 AM Inspector: murphyk . Permit Number: B-17-3011 Name: CLOUGH, DEBORAH Address: 12 SOUTH CEDAR ROAD, CENTERVILLE Unit No. Inspection Type Inspection Item . Status Comment Building Foundation A-Inspection Results PASS Sono tubes Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: Date: 5/8/201811:08 AM Inspector: _mckechnr Permit Number: B'17-3011 Name: CLOUGH,DEBORAH` Address: 12 SOUTH CEDAR ROAD, CENTERVILLE Unit No: Inspection Type Inspection Item Status Comment Building Frame A-Inspection_Results PASS Roof sheathing ok Inspection Overall Comment: Overall Inspection Status Not Reviewed Re-Irispection Date: r, Inspector Signature Owner Signature Total Score: 100 Town of Barnstable i679• `fig 1200 Main Street,Hyannis,MA Tel.(508)862-4644 O Mld b INSPECTION REPORT' _ Date: 6/31/2018 1:25 PM Inspector: mckechnr Permit Number: B-17-3011 Name: CLOUGH, DEBORAH Address: 12 SOUTH CEDAR ROAD, CENTERVILLE ' Unit No.. Inspection Type Inspection Item Status Comment Building Frame A-Inspection Results NIC Narrow wall construction not followed on garage door wall. Sill plates barely nailed per code. ALSO NOTE PORCH FRAME AND PORCH ROOF FRAME NOT INSPECTED. NO EVIDENCE OF WIND CODE COMPLIANCE. Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: Date: 6/111201810:57 AM Inspector: mckechnr Permit Number: B-17-3011 Name: CLOUGH, DEBORAH Address: 12 SOUTH CEDAR ROAD, CENTERVILLE Unit No. Inspection Type Inspection Item Status Comment . Building Frame A- Inspection Results PASS S eathing exposed at garage door opening, OK. Sill plates ailed per stamped plan. Framing for back covered porch OK Inspection Overall Comment: y Overall Inspection Status: Not Reviewed Re-Inspection Date: Date: 8114/201812:20 PM Inspector: lauzonj Permit Number B-17-3011 . Name: CLOUGH, DEBORAH Address: 12 SOUTH CEDAR ROAD, CENTERVILLE Unit No. Inspection Type Inspection Item Status Comment Building Insulation A-Inspection Results NIC Not ready. No plans on site. No permit on site. No certificate for foam insulation. Inspection Overall Comment: Reinspection required with fee. Overall Inspection Status: Not Reviewed Re-Inspection Date: Inspector Signature Owner Signature Total score: 106 i o. Town of Barnstable ' 200 Main Street,Hyannis,MA Tel,(508)862-4644 INSPECTION REPORT Date: 811612018 2:44 PM Inspector: lauzonj, Permit Number: B-17-3011 Name: CLOUGH, DEBORAH _ Address: 12 SOUTH CEDAR ROAD, CENTERVILLE Unit No. Inspection Type Inspection Item Status' Comment Building Insulation A-Inspection Results PASS artial only. Walls, garage ceiling and cathedral slope. Inspection Overall Comment:. Partial only. a�nond on site. No other sign offs on permit. Overall Inspection Status: PASS Re-Inspection Date: i Date: 5/1/201910:26 AM Inspector: grossmanm Permit Number: B-17-3011. Name: CLOUGH, DEBORAH Address: 12 SOUTH CEDAR ROAD,CENTERVILLE Unit No. Inspection Type Inspection Item Status Comment Fire Inspection Fire F Final Inspection NIC Relocate 1 st floor hallway combo to minimum of 36" Dept horizontally from bathroom door. Relocate BMT combo to minimum of 36"from HVAC supply vent. Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: Date: 51281201910:40'AM Inspector: grossmanm Permit Number-: .B-17-3011 Name: CLOUGH, DEBORAH Address: 12 SOUTH CEDAR ROAD,CENTERVILLE Unit No. Inspection Type Inspection Item Status Comment Fire-Inspection Fire F-Final Inspection PASS Dept Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: i Inspector Signature Owner Signature Total Score: 100 r a REScheck Software Version 4.6.4 Compliance Certificate Project CUSTOM RESIDENCE 12 SOUTH CEDAR ROAD' Energy Code: 2015 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,426 ft2 Glazing Area 16% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 12 SOUTH CEDAR ROAD LEARY FP, LLC LEARY FP, LLC CENTERVILLE, MA 02632 17 BAY SIDE LANE 17 BAY SIDE LANE KINGSTON, MA 02364 KINGSTON, MA 02364 8 & 8 A 6 Compliance: 7.8%Better Than Code Maximum UA: 538 Your UA: 496 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,096 40.0 0.0 0.029 32 Ceiling 2: Cathedral Ceiling 330 40.0 0.0 0.026 9 Wall 1:Wood Frame, 16"o.c, 2,550 21.0 0.0 0.057 120 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 323 0.320 103 Door 1: Solid 40° 0.330 13 Door 2: Glass 80 0.320 26 Floor 1: Slab-On-Grade:Unheated 304 20.0 0.636 193 Insulation depth: 4.0' Compliance Statement: The proposed building design describe 0ents ent with he building plans, specifications, and other calculations submitted with the permit application.The propos een d Igned to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory readin t R check Inspection Checklist. Name-Title I natu Date Project Title: CUSTOM RESIDENCE 12 SOUTH CEDAR ROAD Report date: 08/30/17 Data filename: C:\Users\Kent\Documents\REScheck\AD2011-CUSTOM RESIDENCE 12 SOUTH CEDAR Page 1 of 9 ROAD. CENTERVILLE, MA.rck REScheck Software Version 4.64 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a,reference to that table is provided. Section' Plans Verified Feld.Verified " #, Pre-Inspection/Plan Review Complies Comments/Assumptions & Regan , Value Value 103.1, Construction drawings and ❑Complies 103.2 .documentation demonstrate 1te � ❑Does Not [PR1]1 energy code compliance for the El Observable . ti building envelope.Thermal ❑Not A licable envelope represented on PP :construction documents. , �' �s 103.1, Construction drawings and �' ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems ❑Not Observable 'Systems serving multiple ; ❑Not Applicable y dwelling units must demonstrate .compliance with the IECC " Commercial Provisions. 3'02 1 Heating and cooling equipment is' Heating: Heating: ,❑Complies 403 7 :sized per ACCA Manual S based Btu/hr_ Btu/hr :[]Does Not [-RR2]� on loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hr_ ; Btu/hr ❑Not Observable approved by the code official. ElNot Applicable Additional Comments/Assumptions: -......---......_._:.__.........__........_ ... ....... ..................._....................................:...._�........ ..........--- ----— 1 IHigh Impact(Tier 1) 1 Medium Impact(Tier 2) 13, Low Impact(Tier 3) Project Title: CUSTOM RESIDENCE 12 SOUTH CEDAR ROAD Report date: 08/30/17 Data filename: C:\Users\Kent\Documents\REScheck\AD2011 CUSTOM RESIDENCE 12 SOUTH CEDAR Page 2 of 9 ROAD. CENTERVILLE, MA.rck I Section - plans Verified Feld Uer�f�ed # Foundation Inspectron Complies' Comments/Assumptions; &,Reg IQ Value Value 402.1.2 Slab edge insulation R-value. R- R- ';❑Complies See the Envelope Assemblies [FO1]1 3❑ Unheated ;❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ;❑Not Observable 3❑Not Applicable ..........._............_......_._....................__.................---.............__................_..-- 402.1.2 Slab edge insulation _ft ft ',F Complies See the Envelope_Assemblies [F03]1 depth/length. j❑Does Not table for values. ❑Not Observable ❑Not Applicable 303 1.1 )A protective covering is installed ❑Complies [F011]2 .to protect exposed exterior ❑Does Not insulation and extends aad ❑Not Observable :minimum of 6 in, below grade. ra i❑Not Applicable 403 9 Snow-and ice-melting system ❑Complies controls installed. _ ❑Does Not ❑Not Observable Pp Not A licable Additional Comments/Assumptions: .._— ,_...___... _.......__...__....__._..._.._.........__..-. ---.._-._.__ ._..... 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: CUSTOM RESIDENCE 12 SOUTH CEDAR ROAD Report date: 08/30/17 Data filename: C:\Users\Kent\Documents\REScheck\AD2011 CUSTOM RESIDENCE 12 SOUTH CEDAR Page 3 of 9 ROAD. CENTERVILLE, MA.rck 5ect�on ? Plans Verified Field Verified # Framing"/,Rough In inspection Comp hesW Comments/Assumptions ] & Req;ID i Value', ValueJE y= . 402.1.1, Door U factor. U U-_ ❑Com lies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ':❑Complies See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.3.6, ❑Not Observable '. 402.5 �0Not Applicable [FR2]1 ' ' 303.1.3 :U-factors of fenestration product ❑Complies [FR4]1 are determined in accordance ' ❑Does Not j with the NFRC test procedure or ❑Not :taken from the default table. Observable,� � � �,, ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. x []Not Observable p, ❑Not Applicable _____-----._......_.._.._.__............ ..._................._......_._ _ _ — ....—............................... 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not F AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable :or has infiltration rates per NFRC 400 that do not exceed code Applicable _ limits. 402 4 5 IC rated recessed lighting fixtures ❑Complies [FR161z sealed at housing/interior finish ❑Does Not sand labeled to indicate<_2.0 cfm t leakage at 75 Pa. .� � ❑Not Observable -', ❑Not Applicable —.......... ..._— ... _. 403.2.1 :Supply and return ducts in attics ❑Complies _ [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= []Not Observable R-6 where < 3 inches. Supply and ❑Not, return ducts in other portions of � Applicable the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 i :for< 3 inches in diameter. 403.3.3.5 Building cavities are not used as Complies [FR15]3 ducts or plenums. y ❑Does Not K]Not Observable ; "-x _.. .. ❑Not Applicable 403 4 HVAC piping conveying fluids R- R- ;❑Complies [;FR17]� above 105 QF or chilled fluids 3 ❑Does Not below 55 OF are insulated to>_R QNot Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC k Comp lies [FR24]1 piping. i, ow �� ' ��❑Does Not F � � W ' ❑Not Observable �� ❑Not Applicable �...- ............._................---._................_--_.........._.._ t. — ...._ 403 5 3 ;; ;Hot water pipes are insulated to R-_ R ;❑Complies TFR18]2 >R-3. ;❑Does Not ❑Not Observable ❑Not Applicable 403 6 Automatic or gravity dampers area ❑Complies [FR19]z installed on all outdoor air ❑Does Not intakes and exhausts. T " ❑Not Observable ❑Not Applicable .. ...... __.._.. .__................_................. ............... _) i 1 lj i Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CUSTOM RESIDENCE 12 SOUTH CEDAR ROAD Report date: 08/30/17 Data filename: C:\Users\Kent\Documents\REScheck\AD2011 CUSTOM RESIDENCE 12 SOUTH CEDAR Page 4 of 9 ROAD. CENTERVILLE, MA.rck Additional Comments/Assumptions: k 1 High Impact(Tier 1) 2.if Medium Impact(Tier 2) 13, Low Impact(Tier 3) Project Title: CUSTOM RESIDENCE 12 SOUTH CEDAR ROAD Report date: 08/30/11 Data filename: C:\Users\Kent\Documents\REScheck\AD2011 CUSTOM RESIDENCE 12 SOUTH CEDAR Page 5'of 9 ROAD. CENTERVILLE, MA.rck Section Plans lati Verified Field Uerif�ed # Insuon tnspect�, Comphes� rt Com /Assm mentsuptions, &'Rep:ID i Value dalue _. » 303 1 All installed insulation is labeled ❑Complies I [IN13]� or the installed R-values y r5 ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ;❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood :❑Does Not table for values. 402.2.6 wall insulation on the wall 3❑ Mass ❑ Mass i❑Not Observable [IN311 exterior,the exterior insulation requirement applies(FR10). ;❑ Steel ❑ Steel 3❑Not Applicable 3 . - .......__...__.._.._.._._............ 303.2 :Wall insulation is installed per ; ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable . ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13; Low Impact(Tier 3) 1 Project Title: CUSTOM RESIDENCE 12 SOUTH CEDAR ROAD Report date: 08/30/17 Data filename: C:\Users\Kent\Documents\REScheck\AD2011 CUSTOM RESIDENCE 12 SOUTH CEDAR Page 6 of 9 ROAD. CENTERVILLE, MA.rck Sectwn';i Plans Verified Field Uer�fied # - Final Inspection Pro��sions Comphes7 I Comments)Assumpt�ons Req.ID" Value` Value 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.E i❑ Steel ;❑ Steel ❑Not Observable [FI1]1 ❑Not Applicable --._.._..___.._.. ---..._ ........... .--..._...._—._..... _..._....._...--..__..._._........._.........._..-----._.............._...._......... —....- ❑Coin l 303.1.1.1, Ceiling insulation installed per r p ies' 303.2 manufacturer's instructions. `E]Does Not [FI2]1 :Blown insulation marked every ' 300 ft'. ' ❑Not Observable ' I' , - ❑Not Applicable .402 2 3 Vented attics with air permeable ° ❑Complies [FI22]z insulation include baffle adjacent y ❑Does Not to soffit and eave vents that :extends over insulation. 3 Not Observable . ❑Not Applicable 402.2.4 Attic access hatch and door R- i R- ;❑Complies [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. 'E]Not Observable ❑Not Applicable ----..—............_._._.._...._.:_.__:;...__...—_.........._._.,.................._ v.._.._..—_._.._..._........_...._....._........_...:......................._..._.._......._ - 402.4.1.2 :Blower door test @ 50 Pa. <=5 ACH 50 =_ ACH 50=_ `❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 `;❑Complies [FI4]1 cfm/100 ft2 across the system or 3 ft2 ft� ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 :Ducts are pressure tested to cfm/100-� cfm/100 ;❑Complies [F127]1 determine air leakage with ft2 3 ft2 ❑Does Not either: Rough-in test:Total :leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including :the manufacturer's air handler enclosure if installed at time of :test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ;w.g. across the entire system including the manufacturer's air handler enclosure. __.__. ,_—........_................._.._,.........._............— .. _ 403.3.2.1 Air handler leakage designated ., IMComplies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. IN ❑Not Observable ❑Not 401 Applicable _ ..........__..—.............._......--...... ..... _------- .... .... ................. ..... .......... _........ .................. _ ..........—......... 3 1 Programmablethermostats � ElComplies [Fl installed for control of primary :❑Does Not heating and cooling systems and initially set by manufacturer to []Not Observable x u ❑Not Applicable specifications. f � ....,...; _� 403 1 2 Heatpump thermostat installed " ❑Complies ug heat pumps. ` ❑Does Not ❑Not Observable - 'ONot Applicable „ ,. �:, , 4035 1 Circulating service hot water " �� ❑Compli' es [FI11]2 systems have automatic or F' ❑Does Not accessible manual controls. -]Not Observable ❑Not Applicable .......................................__.................:...........................__ .......... ................_.._..................__..................._............. ................(Tier 3) Project Title: CUSTOM RESIDENCE 12 SOUTH CEDAR ROAD Report date: 08/30/17 Data filename: C:\Users\Kent\Documents\REScheck\AD2011 CUSTOM RESIDENCE 12 SOUTH CEDAR Page 7 of 9 ROAD. CENTERVILLE, MA.rck Sectwn Plans Verified , ,'Field Uer�f�ed E # Finallnspection'Prov�sions Co�nplies� Commends/Assumptions,., Value Nalue 403 6 1 All mechanical ventilation system ❑Complies [F125]� fans not part of tested and listed 3 ❑Does Not HVAC equipment meet efficacy and air flow limits. s:❑Not Observable ❑Not Applicable 403 2 Hot water boilers supplying heat ❑Complies [FI26h through one or two-pipe heating e r ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water § ;temperature based on outdoorJii ❑Not Applicable r temperature. 403 5 1 1 .Heated water circulation systems ' ❑Complies [FI28l2 have a circulation pump.The . ❑Does Not system return pipe is a dedicatedff return pipe or a cold water supply ❑Not Observable . ❑Not Applicable pipe. Gravity and thermos PP Fel syphon circulation systems are tit s not present. Controls for circulating hot water system TZ pumps start the pump with signal for hot water demand within the occupancy. Controls 4 automatically turn off the pump when water is in circulation loop is at set-point temperature and N no demand for hot water exists _ 403 5 1 2 Electric heat trace systems E]Complies [FI29]z comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically ❑Not Observable adjust the energy input to the ❑Not Applicable heat tracing to maintain the desired water temperature in the 7 piping. _. - __..._.....- ----- .....__ _....... _.....- -- ------- _.------.._�._ 403 5 2 Water distribution systems that ❑Complies [FI30]z have recirculation pumps that q ❑Does Not pump water from a heated water r 6supply pipe back to the heated ❑N Observable of 0 rvable water source through a cold ❑Not Applicable I :water supply pipe have a � ;.demand recirculation water s „system. Pumps have controls 'that manage operation of the $ PUMP and limit the temperature F of the water entering the cold -water piping to 104°F. :. r ❑Com lies 403 5 4 Drain water heat recovery units p' [FI31]z tested in accordance with CSA f ' ❑Does Not B55.1. Potable water-side + pressure loss of drain water heat ' ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one ' or two showers. Potable water- side pressure loss of drain water i heat recovery units< 2 psi for }u r individual units connected to three or more showers. 404.1 75%of lamps in permanent ' ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps Does not apply to low-voltage � � ❑Not Observable lighting. ❑Not Applicable ,g _r_- 404 1 1 Fuel gas lighting systems have ❑Complies [FI23 , no continuous pilot light. �� � ❑Does Not ❑Not Observable I T ❑Not Applicable .: PA ...........:...._..... ......._._............. _ .................__..... I 1 High Impact(Tier 1) 2 IMedium Impact(Tier 2) ' 3Low Impact(Tier 3) Project Title: CUSTOM RESIDENCE 12 SOUTH CEDAR ROAD Report date: 08/30/17 Data filename: C:\Users\Kent\Documents\REScheck\AD2011 CUSTOM RESIDENCE 12 SOUTH CEDAR Page 8 of 9 ROAD. CENTERVILLE, MA.rck e Section Plans Vehif�ed Field Uer�faed € � -�� # Final inspectwn Prou�s�ons Complies?, Comments/Assumptions VReq:ID u Value' Vale 401 3 ;Compliance certificate posted. "Ecomplies i '❑Does Not -]Not Observable ❑Not A ww pplicable 3D3.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating % "❑Does Not systems have been provided. -]Not Observable , �.. ❑Not Applicable Additional Comments/Assumptions: __ _.._�_... -..._.._............__._._....._.__...._._. ._.._.._ _....._ ......_._.... (1 High Impact(Tier 1) 12 ';Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: CUSTOM RESIDENCE 12 SOUTH CEDAR ROAD Report date: 08/30/17 Data filename: C:\Users\Kent\Documents\REScheck\AD2011 CUSTOM RESIDENCE 12 SOUTH CEDAR Page 9 of.9 ROAD. CENTERVILLE, MA.rck • Certificate Efficiency Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 20.00 Ceiling / Roof 40.00 Ductwork (unconditioned spaces): Window 0.32 Door 0.32 Heating System: Cooling System: Water.Heater: Name: Date: Comments 9 ` I The Camwmweahtle ofMaysachuset& � DeparbffeutafradusfyidAccide7dr face of of ms 600 asbhqta Boston, ft2�FF D ' �vr�mas�gapf�a Warrkers' Compensa im Insm mnceAffidavit:BuUder-s/CtmtmctarsAKkcfticians/Rlmmhers Applicant Info r iation Please Print Nam .4 �?lAlr'a Addresw Phone Are you an employer?checkthe appropriate bay ' Type of project(required)- 1.ElI am a employer with 4. ❑I am a general contractor and I 6. New oonsfiuction employees(fan anwor paxwxme * have hired the sur-�t 2.❑ I am a sole proplietm orpartuer- listed on the attached sheet 7. ❑Remodeling sly and have no employees. _ These sub-confractors have 8-,❑Demolition wad-ng forme in any capacity. employees andhave wodnere 9. ❑Bmldng addition [No wodmLS'comp.ins ante comp.inset-once 1 r ] 3. We are a cotporafim and its 10.❑Etecfdcal repairs or adclitions 3.❑ I am.a homemmer doing all work officers have exercised their 1L❑Plumbingrepairs or additions per MGL myself[No�coskrss•Damp- �.�of exemption L. ��yy, we bye no Boafregairs rtsamr {. ince require&]I � (4h CMPIDyMM[No ' 13.❑Other comp.inmance required..] •AtEyappticxet that chefs box 9lact also Magibesbcfi=b9vws1w�iudiwadceremmpensatiaapaBr-yin5m= mL fi HMnMDWDEM Wb0 sub=st dM aftidaeie JURN— they use duiag RU Val and t1MhRR G'aisid£CGCM — submit a new affxdaek indlestw Sad TCaut �ff�[clurl�t3azboxmastattadlanaddifi— sheet sbowmgtheaameof1bg and state wheffiesarnot46use hzm e-pimes.7ftbesubtaa�a�eshave emgIafersy�e}'�stP '�ffiP•Ply o � -ram an etrtploysr tlecrl is prauirlir�g workers'coQrpensatirrn irrsriratcca fora ¢irrPTn3 Be�iiav is ripe patiGy artd job srte infarmotinn k Ittsurauce companyyName: Poficy 4'cr Self-ms.uc-& Fxpiratia Date: Job Site Addre= city/Sta zE p: Af#ach 2 copy of the workere compensation policydeciaration page(showing the policy number and expiration date). Failure to secure coverage as,required under Section 25A of MGL m 152 can lead to the imposition of esiminal penalties of a fine up to$UOD 00 and/or one-year impr sonmed,as well as civil penalties is 1he form of a STOP WORK€RDERand a ffme of up to$250_DU a day a,-dinst the violator. Be advised gnf a cagy of this stated may be£Qswarded to the Office,of Investigations of the DIA for in=mnw coverage vecification- Frio hereby cart jy ander the ' andpenaNes ofperjury ttatfhs hzJormmYvu pn"i&d abm,e is hue and correct Si FP Date: Phone A- L " O,{ficird amonly. Da rust arrrta in tl srrre�to be carnpietced by cky artown o ieiaL • city or Taws: Pertmtll icense 4 Issuing Authority(carte one): L Board of Elealth I Bu ing Department 3.Citjf£own Clerk 4.Electrical faspector S.Pbnabing Inspector 6.other Contact Person Phone 9: 6 o rm ation and ]Instructions hfimmchu=ffs Ge=rd haws chVb�r I52 regm=an WoployelS'D provide WaJO '=nP=at=frs fheiF=Pla' P=SUMn-to this sfEftft,an er'Ioyse is deed as.¢_.evezyp=cmi .-ff=service of another under auy mniract ofhire, =PV=or implied.aral or wiift=:, An eraplayeT is defined as'{an mdividnA par[a=jjV,associafron,«nPMZf=ar oiber legal e�Y,Cr any two or more • of the foregoing m aJoint eoferpd=,andinchidmgihe legal repr=mtdi=ofa deceased employer,ar'ffit recciv=or tustee of an mdfvidnal,pnt=ship,assochfinn or otherlegal entity,employing moploy=s- Howtver the owner of a dwenmg horse having not mare than three aparfineufs and who resides Mertes,ar the occmpant of the - dwellmg house of anofim who employs persons to do mamfenanc:e,cans frULAL-LOn.or repair wad as such dwelling house or on the grounds or building apgur(eua1t thereto shal(nDtbwause of snch employmentbe deemedfn be an employer." MOL chapter 152,§25C(6)also states fhat¢every state or local Fir"—g agency shall withhold ffie issaance or renewal of a license or permit to operate m busntess or to contract buildings fa the commGmmalth for any I applicautwho has notproduced acceptable evidence of edmpFrance with the hnmranee coverage regnir - Addhionagy,MGL cbaptrr 152,§25C(7)states=Nc flier the commomveahh nor;�ny of its pDrtical subdFivisious shall emtcr into any contract for the performance ofpubhr,wmkun tzl acceptable e4ideace of comp112nee•w11h the insm-MIce.. reTii�eats of this diBpter ba:7 Ii0 n prescnied in the Contacting anfaoify-7 Applicants ' Please fill oil fiat worl='compensation afE&vit completely,by cj ccka:Lg ibe boxes fbat apply to your situation and,if necessary,sapply sub-contrast s)name(s), addrms(es)and&=uxnnb=(s)along with their cer[idcate(s) of insurance_ Lime-d Liabi Uy Compaazes(LLC)or I=fed Liabi&y Pmrtaeships(LLP)with no eE3pIoyees other than the members or pEcbacx,,am not requard to cagy workers'camPenssfim fines na- If an LLC or LLP does have, to the D a-tramt of Tn icf W oli is Be,advisedthat this affidavitmaybe submitted ep employees,a p cy req�ed. • Accidents for confsmation of insurance coverage: Also be sate to sign and date the affidavit. The affidavit should best mned to the city or town that file application for the permit or&cease is being rujuesd,not the Depmtneaf of lndpe�14scidenis_ Mould you have my question regarding the law or rfyou are regrdrod to obtain a woik=' compe saffi poficn Please call tare Depmtncmi:of 92,ennmber1sstedbe:bw self-insured=apm3ies should enter 1hair self insurance license rmmber on the alipEEEr a line City or Town Offidals Please be sure Brat the affidavit is complete and pririted legmly. The Departracuthas provided a space at the bottcmt of the affidavit for you to till out in the event the Office ofInvestigaticros has to coact you regarding ibe applicant Please be sure io fill in the peantllicense rnnnbes which will be used as a ref:=ce mnmber. In.addition,an applicant f3iat must submit multiple pCMWlicense aPPltations in.any given year,need only submit one affidavit mdicaimg cunt p olicy iufo=ation(if necessazy)aad under"Job site Adflress"the applicant shol-13d write"all locations in (G"Y or town):'A copy of the-affidavit that has beet officially stamped or mm krd by the city Or town maybe provided to the - applicant as proof that a valid affidavit is on file for frdnre'pemiits or licenses A new affidav mzlst be filed out each year.Where a home owner or citizen.is obt d ing a Ii mse or pemzitnot related to,any busmess or commercial vet= e. a dog license or peons to bum leaves etc_)said person is NOT regrired to campleft this affidavit . The Office of Inyesfigalions would I110e to thank you is ad_ mc:m for your covpenifion.and should you have any questions, please.do not hesifat to give tie a call. The Dgpa fn enfs mess,telephone and fax rnnuber: Tha Commwvmlth of Maswh Depaitamt of Iiftstcial Aocideat%. offim of g�tia Bad YA 0211 .. Ted.: 617' -4 eat 4-06 car 14 MAS I-I • Fax#617` 27'749 Revise .4-24-07 2-2x6 PRESSURE TREATED SILL ANCHORED WITH 5/8.0 )d8' LONG ANCHOR DOLTS WITH 2' HOOKS AND 3X3 PLATES @ 3'-0' 2X6 16 STUDS MAX. O.C. (TYPICAL) TOP OF SLAB #4 0 24" O.C. WTH 10" HOOK AZ4"LONG EL. 13.0' 51" SET AT MID—DEPTH OF SLAB FINISHED GRADE EL. 12' +/— x x x FLOODZONE AE, EL. 11.9' 4" SLAB 6" ° 6X6/Io-10 WWF 2" CL. AT MID—DEPTH #5@16'0,C. WITH 10' OOK OF SLAB 1 1/2" SEAT , 2- #5's, 3" FROM 10" WALL -- ° _ TOP & BOTTOM W—O» 44 OF WALL MINIMUM 2x4 KEY FOR 2" RIGID 2— #5's, 3" FR%/,6 BOTTOM OF WA INSULATION SEE ARCHITECTURAL a • TQ ®� �� DRAWINGS �— (TYPICAL) 12" ad 9. ° O —� - ` ° .4 3" CL. �� 24" TYPICAL PERIMETER FOUNDATION WALL SECTION WOFM�ss _� OHN W 9cy NOTE.- THIS FOUNDATION WALL AS DESIGNED WILL J OHNW. QUEEN MEET THE DESIGN REQUIREMENTS FOR FLOOD ZONE a STRUCTURAL AE EL. 11.9' AS SHOWN ON BSC GROUP SITE PLAN 2ao11 y DATED MAY 24, ?--fil7 oF`c`�Ofs NAL��O DESIGNED BY STRUCTURES ENGINEERING AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION ` Il 'SOUTH Ce-DAR 71c,ApV C_ MTft jjLA.E MA job number . - M -(-� issue.._-Gate 1020 PLAIN STREET drawing number MARSHFIELD, MASSACHUSETTS S—3 617-571-9637 of STRUCTURES ENGINEERING lit SWM 4bAR, ROAra I Structural Engineering Services SHEET NO. 1+ of ff. 464 Baxters Neck Road �� t Marstons Wis, MA 02648 . C.uoutsTFD BY- J OL Cj 0 DATE • 617-571-9637 CHECKED BY DATE SCALE f y ? ............ . .. .............. GENERAL NOTES: ...... ......:............... .... _......... 1_.....__THE_FOUNDATION DESIGN SHOWNON THESE............._......_..._..............; . DRAWINGS IS BASED ON INFORMATION SHOWN ON DRAWINGS ......._.......__... 8Y 209 DESIGN AND;THE SITE INFORMATION BY BSC GROUP .... 2 THE FOUNDATION HAS BEEN DESIGNED IN COWLIANCE WITH F` L�iDZONE AE .. ........................ .............................. 3... .THE..CER'ITFFYINO..STRUCTURAI..ENGINEER ONLY RESPONSIBLE.FQRTIPEBIMETERFOUNDAT:.IOl ..WALL.AS.._ SHOWN ON:THE DRAWINGS ALL OTHER FOUNbATIONI DESIGN, FRAMING, SITE ;CONDITIONS AND CODE REQUIREMENTS ARE THE'RESPONSIBILITY OF OTHERS. ; FOUNDATION&CONCRETE NOTES: ... 1: SPREAD FOOTINGS SHAI:L_BEAR LEVEL.ON UNDISTURBED SOIL HAVING A ASSUMED A ,1✓QWA$1 $EAR�N£� G'AP... OF 2 TONS PER SQUARE FPO] GENERAL CONTRACTOR IS RESPONSIBLE FOR THE:SUBSURFACE SOIL::BEARING CAPACITY.PROVIDE TEST RESULTS TO THE BUIl,DING DEPARTMENT:AS ItEQUTRED_ 2. IF BEARING MATERIALS WITH A LOWER BEARING CAPACITI' THAN 2 TONS PI;R SQUARE FOOT AtE ENCOUNTERED AT THE-SPECIFIED ELEVATIONS, THE. UNDERLYING iJNSUITABI;E....MATERIAL..SHALL .BE.... REMOVED AND REPLACED WITH SUITABLE MATERIAL TO BE"PROVED BY THE EIYGINEER/AROHI7 EC'T. 3. THE ENGINEER ASSUMES NO RESPONSIBILITY;FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. ...... .. . ......._ ........ 4. NO FOUNDATION SMALL BE PLACED IN WATER OR ON FROZEN GROUND: .... .. . 5 A .... _ .... ..... ..... B CKFILL UNDER ANY PORTION OF THE BUILDING SHALL BE COMPACTED IN¢"LIFTS OF 95%COMPACTED GRAVEL AS-APPRVEDBY IHE ENfr1NEER DO NOT-BACICFIi;L I aETEItIOR WALLS UNTIL PEitMA T STRtIeTURAL SUPPORTS (FRAMEE6'FLOORS ANfl SLABS)_ARE IN PLACE..BRACE-ALL WALLS AND GRADE BEAMS DURING BACKFILLING. 7. CONCRETE FOUNDATION ..... UNDATION WALLS AND FOOTINGS SHALL HAVE A MINIMUM V ._...........,..... . .. . C STRENGTH::OF 3,400 P.S.I. AT 28 DAYS AND 3,500 P.S.I.: FOR SLABS, WITH A SLUMP OF'NO O MAN...4 AND-AIR ENTRfllNMENT OF 4�"/0 TEIE US&OF C ILCIUM-CH ,ORIDE IS.NOT PERMITTED, ..'-. ... . .. ..r.. ... . ........................ $. STEEL REINF SHT G ........T UORCEME .....CR V6 t ........:.........................:. . s Q. ALL,CONCRETE SLABS`04 altdUND SHALL..BE WE' TFf 6x6-1olro (1vIIN.) WELDED;WIRE FABRIC PLACED.. AT MID-DEP fI, ..OR AS OTHERV4SE.>_SHOWN ...bN. THE .DRAWINGS....<.1� LDEI?....... VIRE.. FABRIC.. REINFORCEMENT $HALL CONFORM TO A S.T.M. A185, AND SHALL LAP 6"; MINIMUM: OR ONE SPACE, WHICHEVER IS LARGER,AND SHALL IiE ED TOGETH WIRtit PROVIDE SUFFICIENT CHAIR-OR SUPPORT BARS AS.NECESSARY TOPOSLTION WELDED..WIRE FABRIC ..;_ ...:.........:......._..... 1.0......WHERE..CQNTINUOi TS._BAR ARE C _... 5... LED FOR.THEY._SHALL BE RUN CONTINUOUSLY AROUND CORNERS AND LAPPED: AT NECESSARY ;SPLICES OR HOOKED AT DISCONTINUOUS ENDS. LAPS SHALI, BE 40 11AR DIAMETERS;UNLESS OTHERWISE SHOWN _I: NOTIFY-BUILD NG NSPECTOR.FOR.INSPECTION OF £OMFLETBD ST IIV I I:A REINF ST 2d IIQUI2S PRIOR T04SCI� DULED PLACI M6NT;OF CONE RETE. ALLATION t1F ORCMENT-AT 12. PLACEMENT OF DISCONTINUOUS CONCI2IrTE POURS:FOR FOUNDATION WALLS OR GRADE BEAMS S1iouLD HAVE A'VERTICAL 2"X4"KEY WITI CONTINUOUS REINFORCING;T0IVIATCIT THE HORIZONTAL:°REZNFORCI IVG 40 BAR DIAIVIET£R 1 IIN(ML M)THRU-Tim C:ONSTRUCTION!JOTNT ........,. .. I3 -AL REINN?RCING..BA.RS_.SHALL BE._CQLD...BENT..IN..ACCORT)ANCE..TO...THE.PROP ...r EB.. . ..D SIfiED'BY THE AMERICAN CONCRETE INSTITUTE. UNDER NO CONDITIONS SHALL HEAT BE APPILIED TO THEIBARS TO OBTAIN:BEITDS _.... :... ..... . . .... . 4:"1 HE..UsR OE CONTROL JOINTS IN TIC kAB Is tECoM MENDED T ?D CONTROL CRACK NG. SAW CTJT TO.A ;.........PIE P I H THREE.-QUARTER 0 ANINCH O..THE.DEPTH OF THE SLAB NOT TO E?CCEBD 100 SF. PRODUCT 204-1(Sogle Reets)2051(P40tle0) • • 5?i�JcN�ES awev isEK{N c 9-30-17 �2 aF S+ \ �—M.e.rre CarIW.Y.�•1 N° n� ar �Il..nlrLarr..erio WLO u n SIN SECTION A- A BUILDING SECTION B-8 SE£ TYP1GPrL WALL 06--00%4 �� m mmmn BUILDING SECTION C-C •�:,•�,. =cow .1�M€NSC&PT LCAW M-,LLc EiuLcn+a 4ROW eeena+o �WAAMAT WMWAL AUBAOW MN ownM DAY OILS LAM -K046TOK MAEOACMMTTO 02364 CLETCMM PWIDEMCE 17 12 MN CEDAR(ROAD,C-&T RVILLE,MA ,Q • �TR�c-'N Ent � - o- ? �1 S�� IN ER.tNG 4 3 1 � Y fMN1c.^�e1t.M iY.rcWL1N aMY ' a ______ ______ --__- I r � I 1 I I I v.Or^.S.:w.rr'Pa..M I I I I I I I I I RIGS 4T SIDE ELEVATION ` I I I 1 T7PiC.pL P�Rt M6�ER I -- , I I O p I I I I 1 I I 1 I I I I I I I I I I ____.-___ — ____- rim L, ILI c �uo.avre mnrwvY romw.M A uma,mw FOUNDATION DEFT SIDE ELEVATION ¢ FOUNDATION PLAN.EXTERIOR ELE%4TIONW rIl P&CC LANEr, _ 0I0YM4,N�NpMk.M�p�Ogpr16 WAN �BIGENCE !KMbTOKMAGACNUEEV602364 RH va r.p• ""da""'r wa^anwa r w,nro owwrsmr 12 8DAR ROAD,CENTERNLL!MA 39p 2 isARr LLc I WIND CONNECTOR AND SHEAR WALL DESIGN r NOTES: 1. THE FOLOWING DRAWINGS REPRESENT WIND DESIGN DETAILS PREPARED BY STRUCTL RES ENGINEERING FOR 110 MPH WIND SPEED EXPOSURE B IN COMPLIANCE WITH THE 8th EDITION OF THE MASSACHUSETTS BUILDING CODE AND THE WFCM REQUIREMENTS.THE DESIGN AND LAYIIpDUT OF ALL OTHER INFORMATION IS THE RESPOSIBIL.IT:Y OF OTHERS AND MUST CONFORM TO T EGULATIONS ABOVE. 2. NOTIFY THE ENGINEER OF ANY ARCHITECTUR D ICATION OR DIME NG AT MAY AFFECT THE STRUCTURAL WIND DESIGN. GENE TRACTOR TO VE RA ON NS AND DIMENSIONS SHOWN ON THE DRAWINGS AN IF HE ENGINEER OF SCR I5;�IES. 3. GENERAL CONTRACTOR TO INSURE T UILDING COMPO AL ONSTRUCTED TO SUPPORT THE 110 MPH WIND LOADS RIBED BY MASSA S BU?� G CODE 780 CMR 51 THRU 99 WHICH REQUIRES COMPL H THE A.F.P.A. W E NS`TRUCTIOt MANUAL.THE CONSTRUCTION SHALL RESULT I EM THAT INSURES OUS�AD PATH CAPABLE OF TRANSFERRING ALL.WIND LO THE LOAD-RESTS EN Us SHOWN AND AS PRESCRIBED BY CODE DO FOUNDATION.A RA MUST COMPLY WITH THE PRESCRIPTIVE RESIDENT CONSTRUCTION G SED#THE 2009 INTERNATIONAL BUILDING CODE. O Q � 4. PROFESSIONAL ENGINE RING DESIGN IS R FO STRUCTURAL ELEMENTS EXCEEDING PRESCRIPTIVE CODE REQUIREMENTS OR WI QUIRED BY THE LOCAL BUILDING OFFICIAL. 5. ALL EXTERIOR WALL CONNECTORS O ARE(*BE INSTALLED TO THE FRAMING PRIOR TO THE INSTALLATION OF THE EXTERIOR SI AND TR}M. SOME CONNECTIONS MAY BE INSTALLED AT THE INTERIOR FACE OF THE STUDS A R ING 1U SLOTS IN THE PLYWOOD SUB-FLOOR OR BY METHODS ONLY WITH REVIEW MIS% OF THE ENGINEER. I 6. NOTIFY THE LOCAL BUI PEQTOR TO INSPECT ALL CONNECTORS PRIOR TO INSTALLATION OF EXTERIOR SIDING OR I NISHW A REPORT BY THE CERTIFYING ENGINEER IS REQUIRED BY THE BUILDING INSPECTO C NTR TOR SHALL NOTIFY STRUCTURES ENGINEERING UPON COMPLETION OF AL CT XND SHEATHING INSTALLATION FOR AN INSPECTION PRIOR TO ANY BUILDING COVERAGE. O'` j \ 7. FOR ADDITIONAL INFORMATION SEE ARCHITECTURAL PLANS AND FRAMING PLANS PREPARED BY of 209 DESIGN, HANOVER, MA J6 N W. QUEEN STRUCTURAL N 13 12601 . a 7 � - I DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION 12 SOUTH CEDAR ROAD,CENTERVILLE, MA job number 2OV097 STRUCTURES ENGINEERINGAUG dale 1020 PLAIN MEET drawing number MARMFIELD, MA S_1 W) "—M7 shNT I of 18 i SHEAR WALL NOTES: 1.SHEAR WALL TO BE CONSTRUCTED AT ALL j WALLS AROUND THE ENTIRE BUILDING AND EXTEND TO ROOF AS SHOWN 2.SHEAR WALL TO EXTEND ABOVE,BELOW AND BEYOND ANY WINDOW OR DOOR OPENINGS. 3.HOLD-DOWN ANCHORS TO BE INSTALLED AT ALL INTERIOR AND EXTERIOR CORNERS OF THE BUILDING. ROOF PLYWOOD — EXTEND PLYWOOD TO 4.STAGGER VERTICAL PANEL EDGES BLOCK THE TOP OF DOUBLE HORIZONTAL EDGES PER DETAIL IF NOT ROOF RAFTER — WALL PLATE - LOCATED AS SHOWN -2 RO R&x 43," TOP PLATE ' LO @ 12" c... TAGGERED 5.ALL CONNECTORS AND NAILING SHALL T LL P NO SHOES) BE INSPECTED PRIOR TO INSTALLING ANY COVERAGE OR TRIM O �\I 8d NAILS @ 3"o.c. \ AT PANEL EDGES O IMPSON L�S154�(1y"z 15") STRA 3"OVER TOP t }PU e\AlgD CORNER STUDS DOOR OR WINDOW WE OF FRAME; HEADERIFPRESENT USE 4-2 x 6 BUILT-UPI!POST AT ALL WALL CORNERS AND INTERSECTIONS&2-2 x 6 STUDS 8d NAILS @ AT ALL END WALLS(TYPICAL) AROUND OPENINGS � (T ) CZ 2 x 6 @ 16"o.c.MAX.STUD AL WALL(ALIGN VERTICALLY).ADD JACK STUDS AT DO PA L JOIN ADDITIONAL VERTICAL STUDS AND OR WINDOW OPENING G HORIZONTAL BLOCKING AT JOINTS WHERE REQUIRED ���/ WHERE REQUIRED i - O Y"PLYWOOD AT EXTERIOR FACE WITH Bd NAILS @ 12"o.c.AT — y"GWB AT INTERIOR FACE OF SHEAR INTERMEDIATE STUDS — WALLS AND BEARING WALLS.SET ALL PANELS VERTICALLY. 1 KING STUD WHERE REQUIRED BUILDING CORNER —SIMPSON HDU5-SDS2.5 kOLDOWN '8 NAILS @ 4'D.C. ANCHORS AT EACH CORNER.SEE 8d NAILS AT 6'o.c. PANE DGES(TYPICAL). TYPICAL CORNER HOLD DOWN DETAIL. 3/a"PLYWOOD NOTE:ONLY 1 HOLDOWN ANCHOR FLOOR SHEA REQUIRED AT CORNERS OF INTERSECTING SHEAR WALLS. j 8d NAILS RIM JOIST 8Y"FOR 2 x 6 STUD WALLS FOR HDU5-SDS2.5 DOUBLE SILL � n I FOUNDATION WAL'� PLYWOOD PANEL TO EXTEND TO BOTTOM OF SILLS SOLID BLOCK ALL AROUND ANCHOR BOLTS 6' TYPICAL ANCHOR BOLT HOOKED ANCHOR BOLT WITH COUPLING AND THREADED ROD OR%4THREADED ROD EPDXIED INTO CONCRETE A MINIMUM OF 7- TYPICAL ONE STORY SHEAR WALL DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITH PERMISSION 12 SOUTH CEDAR ROAD, CENTERVILLE, MA Job number 12WO97 STRUCTURES, ENGINEERING 'A� date 1020 PLAIN MEET drawing number MA MF9EW, MA IS-2 (60 571—M7 nh.0 z ,, IS e i i SHEAR WALL NOTES: ROOF PLYWOOD — —ROOF RAFTERS DOUBLE TOP PLATE 1.SHEAR WALL TO BE CONSTRUCTED AT ALL D M (—PLYWOOD PANEL TO EXTEND TO EXTEND TO ROOF AS SHOWN TOP OF TOP WALL PLATE WITH WALLS AROUND THE ENTIRE BUILDING AN ' 8d NAILS @ 3"o.c. 2.SHEAR WALL TO EXTEND ABOVE,BELOW - i - AND BEYOND ANY WINDOW OR DOOR OPENINGS. —SIMPSON LSTA]5(1 V x 15") BENT 3 INCHES OVER TOP PLATE 3.HOLD-DOWN ANCHORS TO BE INSTALLED AND CORNER STUDS AT INSIDE AT ALL INTERIOR AND EXTERIOR CORNERS OF FRAME 1 OF THE BUILDING. 8d NAILS @ 12"o.c.AT 4.STAGGER VERTICAL PANEL EDGES BLOCK y INTERMEDIATE�TUDS __.. HORIZONTAL EDGES PER DETAIL IF NOT - LOCATED AS SHOWN DETAIL SHOWN IAT FULL HEIGHT STU SIMILAR FOR ATTIC 5.ALL CONNECTORS AND NAILING SHALL ;" FLO A JOIST BE INSPECTED PRIOR TO INSTALLING ANY COVERAGE OR TRIM NAILS 0 y"&3" 2x6SHOE C O ICEWS STAGGERED WALL SHOE L AT A L N% L PLATES AND "PLYWOOD S) C� PLYWO NEL JOINT JOIST j SECOND FLOOR,"PLYWOOD ' C FLOOR SHEATHING SJ�IPSON HD5-SDS2.5 HOLDOWN DOUBLE TOP PLATE --% ANCHOR EACH SIDE OR 2-LSTA24 (1Y"x 24")STRAPS CONNECTING 8d NAILS @ 3"o.c. STUDS THRU SLOTS IN PLYWOOD AT PANEL EDGES _ ON INSIDE DOOR OR WINDOW >4 USE 4-2 x 6 BUILT-UP POST HEADER IF PRESENT — AT ALL WALL CORNERS AND INTERSECTIONS&2-2 x 6 STUDS AT ALL END WALLS(TYPICAL) 2 x 6 @ 16"o.c.MA O 1 X.STUD 8d NAILS @ 4"o.c.O WALL(ALIGN VERTICALLY).ADD AROUND OPENINGSO" ADDITIONAL VERTICAL STUDS AND HORIZONTAL BLOCKING AT JOINTS �J TICAL WHERE REQUIRED �b'ANEL JOINT JACK STUDS AT DOOR OR WINDOW OPENINGS WHERE REQUIRED � O y"PLYWOOD AT EXTERIOR FACE 8d NAILS @ 12"o.c.AT INTERMEDIATE STUDS WITH%"GWB AT INTERIOR FACE OF SHEAR WALLS AND BEARING - O WALLS.SET ALL PANELS VERTICALLY. KING STUD WHER EO BUILDING CORNER F —SIMPSON HDU5-SDS2.5 HOLD-DOWN 8d NAILS 6°O #8 NAILS @ 4-0 C.AT ANCHORS AT EACH CORNER.SEE PANE DGES(TYPICAL). TYPICAL CORNER HOLD DOWN DETAIL. %" NOTE:ONLY 1 HOLD-DOWN ANCHOR FLO H THING REQUIRED AT CORNERS OF w INTERSECTING SHEAR WALLS. 8d NAILS AT 3 k O RIM JOIST I —8y"FOR 2 x 6 STUD WALLS DOUBLE SILL FOR HDU5-SDS2.5 FOUNDATION WALL — - r PLYWOOD PANEL TO EXTEND HOOKED ANCHOR BOLT WITH —%"0 TO BOTTOM OF SILLS SOLID BLOCK ALL J'` THREPLING ADED ROD THREADED ROD OR%-0 — TYPICAL ANCHOR BOLT AROUND ANCHOR BOLTS ROD EPDXIED INTO CONCRETE A MINIMUM OF 7" CONTINUOUS FULL HEIGHT SHEAR WALL DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION 12 SOUTH CEDAR ROAD, CENTERVILLE, MA Job number 2017097 STRUCTURES ENGINEERING' iI date 117 1020 PLAIN MEET drawing number MA MHELD, MA I: — S 3 (6 ��J) "— '7 sheet 3 of I8 8%z { 1%2' 3-2 x 6 CORNER /2 CORNER STUDS STUDS __,'1 SIMPSON SDS F Vi ILA SIMPSON STRONG-TIE 1 i X"O x 2%"SCREWS STHD14RJ �� °° 0 5/"O BOLTS — y_ \ (OR STHD10RJ) \ a �L 2-16d COMMON NAILS @ 10"o.c. ALIGN BACK OF DOUB WALL SHOE. HDU5 WITH INSIDE SIMPSON HDU5 HOLD OF STUD DOWN ANCHOR FL HEATHING \: (SIMPSON HDU2 AT OI T GARAGE DOORS) D LE P.T.SILL HDU HOEDOWN SEE SH 12OF 17 PLAN VIEW OR ANCHOR BOLTS4. — 1 ' ✓' ,. 30"(MIN)#4 R Q Cai', I, P TION O Yz"MIN FROM CORNER v IC THD14RJ STRAP HOLDOWN O < IMPSON STRAP TIE HOLDOWNS MAY BE �) SUBSTITUTED FOR HDUs AS FOLLOWS: STHD141STHD14RJ FOR HDU5 O r. STHD10/STHD10RJ FOR HDU2 GO . 3-2x6STUDS SIMPSON HDU5- �✓ `\� SDS 2.5 HOLD-DOWN —;� %"PLYWOOD V Y4"PLYWOOD i V 1 —%"OITHREADED ROD �UBLE P.T. Jr RIM JOIST i O I IST SILL PLATE ^ RM JO `� —THREADED COUPLING i 'll � —NUT&3x3 WASHER SOLID BLOCK ALL �O 9= SOLID BLOCK ALL i " AROUND RODS _ I"0 x 20"LONG AROUND BOLTS HOOKED ANCHOR BOLT— / HOOKED ANCHOR BOLT FILL 1"0 HOLE WITH WO x 20"LONG —'i HILTI HIT HY150 I � EPDXY OR EQUAL BYz"FOR 3-2x6STUDS i FROM CORNER TO L OF BOLT -- EPDXY BOLT ANCHOR BOLT THREADED ANCHOR! BOLT EXTENSION CORNER HOLDOWN ANCHOR I i DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT. PERMISSION 12 SOUTH CEDAR ROAD, CENTERVILLE, MA l)ob number 200097 STRUCTURES , ENGINEERING" 1 issue date AUG 23,T7 1020 PLAIN 373EET -drawing number MARWRELD, MA csm 5Tt-9637 I' 9-4 eho I 4 of 18 ' I I • 1 I i SEE END GABLE WALL FRAMING ABOVE i ON S-17 FOR ADDITIONAL INFORMATION ATTACH TOP PLATE WITH WALL STUDS SDS%"X 6"SCREWS @ 3"o.c.,TYPICAL) L�lli —IF- 2 D ST I \� j - 3-1 3/" AGE HEADER BEAM FULL L i STA 36'�TTRAP AT INSIDE Z F WALL 1Tkp)NAILED ONTO p O JOIST fF(ill� N ��l!, ui POW REW OR M THfz�`��0`LT AT 12"o.c. 0 ORNER STUDS vV p �E TYPICAL SHEARWALL LVL POST GG '' TAIL FOR NAILING PATTERN � '�/AND ADDITIONAL INFORMATION 3 OQ HDU5-SDS 2.5 HOLD DO (' , 4 x 6 LVL POST - %LL ANCHOR WITH%-0 H ANCHOR BOLT OR R y"PLYWOOD SHEATHING ROD EPDXIED 6;19M T �= CONCRETE O _ G DOUBLE P.T.SHOE ' I I 16-6"Qj IV I II i. I SINGLE DOOR GARAGE PORTAL SHEAR WALL j INFORMATION SHOWN IS SYMETRICA L i i I , DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT-PERMISSION 12 SOUTH CEDAR ROAD, CENTERVILLE, MA !Job number. 20fi7097 noSTRUCTURES ENGINEERING A� date 1020 PLAIN 373EET drawing number SEMAMFIELDD, MA S-5 (61 ) 571-9637 .shoo 5 of 18 I i I• •I I • I QO O \O\ —2gx x6 tY" 8d �O @ 16"o:c. I• •I 3"o.c. A �. — _ —PANEL — — E I• • ��� 2 x 4&PLYWOOD VERTICAL BLOCKING I• •I - q HIN O SHEATHING SPLIC,THICKNESS AND FA @ 3"0. . PLATE\� SAME THICKNESS AND FACE OQ GRAIN ORIENTATION AS \\ SHEATHING NOTE: DETAILM US IFPLY SHEET SECTION A-A HEIGHT E RIZO JOINTS EXCEE 0 T AS SHO ON TYPICAL I SH TAIL. SHEATHING SPLICE PLATE 3 O ALTERNATE JOINT BETWEEN SHEETS \ I i I i DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND.IS NOT TO BE USED OR COPIED WITHOUT PERMISSION 12 SOUTH CEDAR ROAD, CENTERVILLE, MA job number ' 1_2W097 STRUCTURES ENGINEERING Issue date AIM W.17 1020 PLAIN SHEET drawing number MARSHRELD, MA �S-6 ( ) '" '_M7 - sheaf of 16 _ i I I t fir--ROOF RAFTER I TER - ' WHERE APPLICABLE �'— E ABLE CEILING/ATTIC CEILING/ATTIC FLOOR FLOOR— - 2.5 C LI S AT O \ EACH ER JOIST HANGER J - - JOIST H N - CEILING JOIST- ALL L END WALL (( > TUDs� I' TYPICAL EN OOR ��Jf �, ` UPPER FLOOR BLOCKIN E OOR FRAMIN LL PLATE vV f -BAND JOIST OGO JOIST HANGER J NOTE: FRAMING SHOWN FOR DIMENSIONAL LUMBER FLOOR JOIST SIMILAR FOR I JOIST . C - �._ FRAMING V\\\\v END WALL BLOCKING AT _I O EACH END TWO BAYS AT 4'-0°o.c.TO MATCH JOISTS FIRST FLOOR @5D tr OX . FOUNDATION JOIST HANGER —� WHERE APPLICABLE FLOOR JOIST TYPICAL ENDWALL FLOOR BLOCKING DETAIL WHERE FLOOR FRAMING IS PARALLEL TO ENDWALL f j DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION 12,SOUTH CEDAR ROAD, CENTERVILLE, MA .Job number 209097 STRUCTURES ENGINEERING ;Issue date nuo2An 1020 PLAIN STREET. drawing number MA I'9ELD, MA ( �y �S_7 `69) J"_%37 shed! 7 o1 18 i I - I i 1 - I 1 . PROVIDE 2 x 6 MIN.@ 4'-0"o.c. (SIZE TO MATCH JOISTS)LATERAL BRACE AS SHOWN FULL LENGTH BETWEEN END WALLS WHEN FLOOR IS NOT SHEATHED. — -2 kao.c. —\ 1 SIMPSO GER Q� / I ARD O 2' SON Q CRE EQUAL STUD U END JOIST \� -FULL HEIGHT v END WALL STUDS I PICA�`I'ARALLEL CEILING JOIST GABLE i DMU BRACING DETAIL AT ATTIC CEILING W ULL HEIGHT GABLE ENDWALL STUDS I I DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION 12 SOUTH CEDAR ROAD, CENTERVILLE, MA ijob 20number .STRUCTURES ENGINEERING . ;Ash 2% 1020 PLAIN MEET drdwing number SE MAPSH�FIIE�LDD, MA �` 8_8 ( i "' '—%37 shed 8 of 18 I - _ I -UPPER TOP PLATE LAPS \ CONTINOUS LOWER TOP PLATE h V\ ' VO NO C O D LOP ATES SHAL 4 PROVIDED AT.THE P EXTERI TUD WALLS.THE DOUBLE I TE HALLO P AT CORNERS AND AT I IN CTIONS OTHER EXTERIOR OR INTERIOR ' ADBEARI ALLS.DOUBLE TOP PLATES SHALL BE -SPLI DPTH END JOINTS OFFSET IN ACCORDANCE I \\ )) WITH T��i)jDWIMUM REQUIREMENTS GIVEN IN TABLE 6 �J OF TFii� OD FRAME CONSTRUCTION MANUAL(WFCM) i O ate/ _ V i O PI L TQP PLATE SPLICE AND WALL IN RSECTION CONNECTION DETAIL I } _ I I DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED.WITHOUT PERMISSION 12 SOUTH CEDAR ROAD, CENTERVILLE, MA l)ob number 20V097 STRUCTURES ENGINEERING A sue date UGa17 1020 PLAIN MEET drawing number MARSHREM, MA j S-9 `6M "-M7 shod 9 of 18 I " GENERAL NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL COMMON NAILS BOX NAILS SPACING ROOF FRAMING i BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END i WALL FRAMING - TOP PLATES AT INTERSECTION(FACE NAILED) 4-16d 5-16d ATIJOINTS STUD TO STUD(FACE NAILED) 2-16d 2-16d 2I4'O.C. HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c. 'A ALON DGES FLOOR FRAMING II JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED)(Fig 14) 4-8d 4- Ei JOIST BLOCKING TO JOIST(TOE NAILED) O 2-8d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 16d EACH BLOCK o I LEDGER STRIP TO BEAM OR GIRDER(FACE N 3-1 4-16 EACH JOIST r JOIST ON LEDGER TO BEAM(TOE NAILED) - �Od PER JOIST BAND JOIST TO JOIST(END NAILED)( O 4-16d PE I R JOIST I • BAND JOIST TO SILL OR TOP PL T D)(Fig 14) 16d \ 3-16d PER JOIST ROOF FRAMING WOOD STRUCTURAL PANEL 1. `v I RAFTERS OR TRUSSES SPACED UP TO 16"o.c. OQ\8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. O Q 8d 10d 4"EDGE/4"FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/o G O G 8d tOd 6"EDGE/6"FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ T OUTLOOK 8d 10d 6"EDGE/6"FIELD O I GABLE ENDWALL RAKE OR RAKE TRUF O KO T BLOC��S 8d tOd 4"EDiE 14"FIELD CEILING SHEATHING GYPSUM WALL BOARD O G - 5d COOLERS 7"EDGE/10"FIELD i WOOD STRUCTURAL S S SPAe TO 24"o.c. 8d 10d 6"EDGE 112"FIELD 1/2"AND 25/32"FIBERBO ANELSO� 8d' 3"EDGE/6"FIELD 1/2"GYPSUM WALLBOARD \ Sd COOLERS 7"EDGE/10"FIELD I FLOOR SHEATHING i WOOD STRUCTURAL PANELS 1"OR LESS 8d 10d 6"EDGE/12"FIELD I WOOD STRUCTURALPANELS 1"OR MORE 10d 10d 6"EDGE 6"FIELD I NAILS:UNLESS OTHERWISE STATED,SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES.BOX AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLES OTHERWISE PTROHIBITED.j I DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION 12 SOUTH CEDAR ROAD, CENTERVILLE, MA job number 12OV097 STRUCTURES: ENGINEERING ; Issue dole 1ALM 23,17 1020 PLAIN SWEET drawing number MARMAEM, MA i S-1O (69) "-M7 .h.:► ,10 f 18 i i I I i . i FRAMING NOTES: 1.ALL FRAMING LUMBER SHALL BE HEM-FIR GRADE NO.2 OR S.P.F. (SPRUCE-PINE-FIR GRADE NO.1 AND 2 OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF THE AMERICAN FOREST AND PAPER ASSOCIATION.THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 1050 P.S.I.THE MINIMUM ALLOWABLE COMPRESSION STREISS (Fc) SHALL BE 400 P.S.I.THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,400,000 P.S.I. 2.ALL PRESSURE TREATED DIMENSIONAL FRAMING LUMBER SHALL BE SOUTHERN PINE GRADE NO.2.THE MINIMU�ALLOWABLE BENDING STRESS (Fb) SHALL BE 1,000 PSI.THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,200,000 PSI. 3.ALL PRESSURE TREATED SOLID TIMBERS SHALL BE SOUTHERN PI E GRADE NO.2 (UNLESS OTHERWIS P IED ON DRAWINGS) .THE MINIMUM ALLOWABLE BENDING STRESS (Fb) S LL BE 1000 PSI.THE MINIMUM ALL DULUS OF ELASTICITY (E) SHALL BE 1,200,000 PSL 4.ALL FRAMING LVL'S AND BEAMS ARE DESIGNED BY OTHER 5.USE 3/4"TONGUE AND GROOVE STRUCTURAL GRAD OD FLOOR SHEATHING, I R ST �U RAL GRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHING,AND'/a" 0 STRUCTURAL GRADE FIR WALL L JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED P Iln II 6.ALL EXTERIOR STUDS TO BE 2 x 6 @ 16"o.c. R STUD WALLS TO BE 2 @ 16� UNLESS OTHERWISE NOTED,PROPERLY BE ALIGNED BETWEEN JOISTS. 7.PROVIDE SOLID BLOCKING BETWEE STS AND/OR DOUBLE ALL I DER EI PARTITION. 8,USE FULLY NAILED METAL CON N TECO,SIMPSON,OR EQ ORANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR VIDE METAL POST CAP FO POSTS. I 9.FOR ROUGH WINDOW OP INTERIOR DOOR OPEN GS FEET USE 2x6 HEADER BEAMS,FROM 31TO 4 FEET, USE 2x8 HEADER BEAMS, F 4 TO 5 FEET,USE 2x10 B MS F 6 FEET TO 8 FEET USE 1 3/4"x 9 ld'LVL HEADER BEAMS,FROM 8 FE 9 FEET USE 1 3/4"X 11 1 DER B ALL HEADERS DOUBLED FOR 2x4 WALLS AND TRIPLED FOR 2x6 WALLS PLUS LYWOOD FILLER,EXCEP OT SE ON THE PLANS OR SPECIFICATIONS.IF LVUS ARE SPECIFIED ON PLANS,PROVIDE DOUBLE JACK S S TO 8' PANS AND TRIPLE JACK SUPPORTS FORIHEADERS GREATER THAN 8'-0"SPANS, OR AS OTHERWISE SP ( F THE I i 10.ALL FRAMING TO BE INSTALLED IN ACCORD THEACHUSETTS BUILDING CODE REQUIREMENTS AND GENERAL FRAMING PRACTICE AS DETAILED IN THE"A I T AL GRkTCS STANDARDS",BY RAMSEY&'SLEEPER.. 11.ALL PLYWOOD FLOOR SHEATHING Sfp BE LIED T S PPORTING WOOD FRAMING MEMBERS USING AMERICA,N PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOO ST WOOW TO BE CONTECH,INC.PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL. \`"�� ' v I 12.THE CROSS-WALLS AND TI TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT E D/OR 'WE EXTERIOR WALLS,PER DETAILS. 13.BUILT-UP BEAMS ( C A IMU�USING LVUS AND CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 3-10 A 12' O. UR-PLY BUILT-UP FRAMING AND BUILT UP THREE-PLY LVUS ARE TO BE SPIKED TOGETHER WITH 2-16D (TOPAND BOTTOM) AT 12"O.C.AND THRU-BOLTED WITH%INCH DIAMETER BOLTS OR POWERSCREWS AT 16 IN SO TERS STAGGERED TOP AND BOTTOM,OR AS OTHERWISE NOTED ON THE DRAWINGS,OR AS RECOMMENDED BY THE MA CTURER.INCREASE NAILING AND BOLTING PATTERNS FOR SIDE LOADED MEMBERS. 14.ALL NAILS,FASTENERS,AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED.ALL SIMPSON CONNECTORS TO BE Z-MAX COATED.IF WOOD PERSERVATIVE PROTECTIVE TREATMENT IS USED,THEN IT IS RECOMMENDED THAT ALL FASTENERS BE MADE OF STAINLESS STEEL. I i 15.IF MANUFACTURED FLOOR JOISTS ARE USED,INSTALLATION,BOCKING,RIM JOISTS,OPENING THRU WEBS,HEADERS,WEB STIFFENERS,ETC.ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.PROVIDE,DESIGN AND LAYOUT DRAWINGS BY MANUFACTURER AND SUBMIT FOR REVIEW PRIOR TO INSTALLATION. I DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION 12 SOUTH CEDAR ROAD, CENTERVILLE, MA-. i job number j 2WO97 STRUCTURES ENGINEERING 1 is3us doe AM 22,'V SE 1020 PLAIN 81REET drawing number AELD, Mann S-11 (617) 571-9637 96.0 11 of 18 I I y I I 2 x 6 STUDS A23 CLIP ON ALIGNED KING BAND JOIST STUD ABOVE, ADD KING FLOOR JOISTS STUD IF NONE ABOV� HTP37Z NAILED TO HEADER AND KING SECOND FLOOR 1 STUDS,APPLY TO INTERIOR OF FRAME — WALL SHOE — o NOTE: IF HEADER IS DIRECTLY UNDER AND ' —FLOOR ATTACHED TO WALL PLATE,THE i SHEATHING TIE PLATE AND/OR A35 WILL NOT BE REQUIRED RIM JOIST TRIPLE HEADER(BY OTHERS) SINGLE JACK STUDS FOR STANDARD HEADER FRAMING `, —DOUBL AND DOUBLE JACKS FOR LVLs WALL �—A35 CLI SIMPSON A23 CLIP AT WINDOW (S 1 SILL PLATE FOR WINDOWS 1 DOUBLE TOP PLATE OVER 4'-0"WIDE 2 x 6 STUDS AND KING INDOW SILL PLATE STUDS AS REQUIRED DOUBLE FOR ALL O OPENINGS OVER 5'1"—' o° JOISTS 10 ° AT 0 RIM JOIST— —A23 BENT CLIP AT ° KING STUD FOR WINDOW 2 — 2 x 6 O OPENINGS OVER 4'-0" P.T.SILLS e 0 x 18"LONG7-IOOKED O A35 BENT CLIP CHOF�iOLT WITH 3"x Ya" � � SQUAi� SHER @ 36"o.c. EACH KING STUD MAX.A (SINGLE OR DOUBLE)ON l"AX.FROM CORNERS INTERIOR OF FRAiME FULL HEIGHT STUD NO X� A35 BENT PROVIDE ADDITIONAL F GHT(8�0"MAX.) - CLIP DETAIL \`J STUDS AS NOTED:HEADE PENI LESS THAN 3 FEET:1-2 x 6 I�Glz�� AS VIEWED.FROM INTERIOR 3FEETT05FEET:2-2x6 \ I 5 FEET TO 8 FEET:3-2 x 6 I ALL STUD HEIGHTS OVER 8'-0"AND OPEN GABLE WALLS MUST BE ENGINEERED. ONLY SINGLE KING STUDS REQUIRED WHERE HEADER i IS DIRECTLY UNDER DOUBLE TOP WALL PLATE ANCHOR BOLTS AND TYPICAL DETAIL FOR j DOOR AND WINDOW OPENINGS AT I FIRST FLOOR EXTERIOR WALL OPENINGS { . 1 DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT•TO BE USED OR COPIED WITHOUT PERMISSION 12 SOUTH CEDAR ROAD, CENTERVILLE, MA I job numbs 2 097 STRUCTURES ENGINEERING ;!AUGIssue data 23,17 1020 PLAIN 9MEET drawing number MARMHEM Ma -12 (6M 571-9637 .h.�.S 12 0+ is I . 1 I, —ROOF RAFTERS j HTP37Z NAILED TO HEADER %4"FLOOR AND KING STUDS,APPLY TO _ SHEATHING INTERIOR OF FRAME - NOTE: IF HEADER IS DIRECTLY UNDER AND ATTACHED TO DOUBLE TOP WALL ATTIC-JOISTS PLATE,THE TIE PLATE A35 CLIP WILL NOT BE REQUIRED TRIPLE HEADER(BY OTHERS) O A35 CLIP SINGLE JACK STUDS FOR (SEE DETAIL) O �� STANDARD HEADER FRAMING AND DOUBLE JACKS FOR LVLs — __ RAFT SIMPSON A23 CLIP AT WINDOW — SILL PLATE FOR WINDOWS OVER — 4'-0„WIDE FULL HEIGHT STUDSO (SEE NOTE BELOW) / RX SILL PLATE LE FOR ALL ENINGS OVER OR JOIST FLOOR \\ DOUBLE TOP BAND BOARD — S ATHING PLATE SEE DETAILS AT STUDSC\ FOR WALLS WITH WINDOWS \ AND DOORS BELOW e j A23 BENT CLIP AT KING I STUD FOR WINDOW/DO o° o OPENINGS OVER 4'-0" ° M J S TOP P6� FULL HEIGHT STUD NOTE: LL PROVIDE ADDITIONAL FU HEI T ' STUDS AS NOTED:HEADER $ ) LESS THAN 3 FEET:1-2 x O 3 FEET TO 5 FEET:2-2 \\v A35 BENT CLIP AT 5 FEET TO 8 FEET:3-2 ALL STUD HEIGHTS OVE AND OF�N GABLE EACH KING STUD. WALLS MUST BE ENGINEE jA�\ (SINGLE OR DOUBLE)ONONLY SINGLE KING STUDS REQU WHERE HEADERINTERIOR OF FRAME IS DIRECTLY UNDER DOUBLE TO LL PLATE TYPICAL DETAIL FOR STUDS AT DOOR AND D EET AIL A CLLIPIP D WINDOW OPENINGS IN EXTERIOR AS VIEWED FROM INTERIOR WALL OPENINGS BELOW ROOF j SHOWN AT SECOND STORY BELOW ROOF.SIMILAR FOR ONE STORY ON FOUNDATION WALL DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION 12 SOUTH CEDAR ROAD, CENTERVILLE, MA ijob number 12OV097 STRUCTURES ENGINEERING IAUo 23,'17 1020 PLAIN MEET drawing number MARMIFIELD, MA 8-13 (6M J/1'937 hHf 13 o1 . 18 I i 1 ROOF SHEATHING ROOF SHEATHING j ROOF RAFTER _ROOF RAFTER �F SIMPSON H 2.5A CONNECTOR — -SIMPSON H 2.5A CONNECTOR AT EACH RAFTER AND STUD .AT EACH RAFTER 2 x 4(MIN)SCREWED INTO JOISTS AND BANE BOARD WITH SDS y"x 3"SCRE S @ 16"o.c. CEILING JOIST FULLY % SPIKE TO RAFTER j SHEATHING TO EXTEND SHEA H TEND WITH 6-10d SPIKES — TO TOP PLATE TOT NG JOIST L TA 2 W OVER TOP SIMPSON LTSA 16 STRAP O WALL STUDS TO I. BENT 3"OVER TOP PLATE i LT S i IST STRAP ALIGN WITH RAFTERS OR LTS 20 TWIST STRAP O WALL STUDS-- CIE ff��-� _UDS&RAFTERS AT CONNECTED TO STUD O I DS OF R ALLS RAFTERS AT ENDS SHEAR WALLS TYPICAL ROOF HOLD DO RO OF OLD DOWN ON WALL PLATE N LL SHOE VV SIMPSON LSTA 18(1y"x 18")RIDGE STRAP 1 x 6 OR 2 x 4 COLLAR TIE(COL @ 16"o.c.ON.RAFTERS REQUIRED FOR BEAM)@ 4'-0"o.c.LOCATED I O CATHEDRAL CEILINGS WHERE COLLAR TIES UPPER THIRD OF ATTIC SP — ARE NOT PRESENT ' O RIDGE BOARD LSTA24 TIE DOWN STRAPS AT 5/8" PLYWOOD SHEATHI '` EACH CORNER AT THE CUPOLA — 5-8d NAILS RAFTER-... O FULLY SPIKE CEILING JOIST TOIRAFTERWITH . SPIKES O 3/4"PLYWOOD SHEATHING - I r CEILING JOIST PARALLEL SIMPSON H2.5A CONNECTOR TO RAFTERS @ 16"o.c. AT EACH RAFTER l LAP AND FULLY SPIKE I j i I , TYPICAL CROSS, SECTION THRU_ROOF DESIGNED BY STRUCTURES ENGINEERING IN .ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION 12 SOUTH CEDAR ROAD, CENTERVILLE, MA job number 2WO97 STRUCTURES ENGINEERING i nib z3,' 1020 PLAIN MEET drawing number MARSHFIELD, MA 5-14 W) J„—M7 shill 14 of 18 i i - I I i I CONT.LEDGER WITH 2-SDS Y4"x 3"POWER SCREWS INTO STUDS OR OTHER WOOD FRAMING- r i RAFTER @ 16"o.c.- !` PLYWOOD SHEATHING JOIST HANGER O\ nn _ - CEIL G JOIST FL MT P H2.5A BEAM AS HURRICANE REQUIRED- HOR - SIMPSON GALV AC6 OR PC66 POST CAP O EA I I O 00 C\J T (T! J L OR T OR`�lJ}AL EXTERIOR SIDEWALL=' i i SUPPORT BEAM WHERE REQUIRED FRAME TO POSTS - DECKING WITH GALV.CONNECTORS 1 BY OTHERS O PT DECK JOISTS ® 16"o.c. f SIMPSON GALV. 6 T �' BASE WITH 5/"OJ( �0 D JOIST HANGER ANCHOR BOLTS ' O� CONTIN P.T.LEDGER -5/8"0 ANCHOR BOLT WITH 2 4"0 LAG OR it-7 THRU BOLTS @ 16"o.c II _ P.C.FDN WALL- DROPPED FOUNDATION WALL OR 12"0 BIG FOOT SEE ARCH PLAN i TYPICAL SECTION THIRD OPEN PORCH ROOF DECK 12 SOUTH CEDAR ROAD, CENTERVILLE, MA !.Job number 209097 STRUCTURES ENGINEERING tee°° d°,a BAUD 23,t1 1020 PLAIN STREET drbwing iumber M//ARSHFIE�LQD`,,QMA S- 5 167) � M7 ah�h 15 18 1 I I i 1 i i PROVIDE STRUCTURAL POST &STRUCTURAL HEADER TO SUPPORT STRUCTURAL RIDGE BEAM IF REQUIRED(BY OTHERS) STRUCTURAL RIDGE BEAM O IDGE BOARD(SEE ARCH D SIMPSON A 34 CLIP EACH SIDE OF KING STUD TOP&BOTTOM HIN�� HEADER BY OTHERS Q HTP TIE PLATE 2 x 6 TOP WALL PLATE FULLY SPIKED TO END RAFTER —ROOF RAFTERS SINGLE 2 x 6 SEE ARCH PLANT JACK STUDS 2-2 x 6 FULL HEIGHT O —2 x 6 @ 16-ox(TYP). KING STUD EACH END — LLLI H2.5 CLIPS AT EACH RAFTER jEACH END i I I 2x6SIL - Q � I �X\ I. I. GABLE WALL WITH SINGLE WINDOW FRAMING_. i . I 12 SOUTH CEDAR ROAD, CENTERVILLE,' MA i job number 2WO97 STRUCTURES ENGINEERING Issue dole !AUG 23,17 1020 PLAIN MEET drawing number MARWRELD, MA I'S-16 (69).571-M7 shei► 16of Is i { , 'I I r 3 1 3/4"x 24"LVL STRUCTURAL RIDGE BEAM SIMPSON A 34 CLIP EACH SIDE OF KING STUD TOP AND BOTTOM - 6 x 6 LVL POST HEADER BY OTHERS -,, -- " —ROOF SHEATHING 2 x 6 TOP WALL PLATE FULLY --3-1 3/4"x 9 y" ER SPIKED TO END RAFTER ---HTP37 I SIMPSON A 34 CLIP =' EACH SIDE OF KING STUD r OF RAFTERS 2-2 x(3 JACK STUDS SEE ARCH PLAN. 2-2 x 6 FULL HEIGHT —KING STUD EACH END 2 x 6@ 16"o.c(TYP). - O C- H2.5 CLIPS AT EACH RAFTER O EACH END Q 3-1 '4' VL HE�DER HTP37Z TIE PLATE -.2- 6 ST CKET POSTS r II II 2-2 x 6 JACK STUDS 2-1%"x 5%2'LVL KING STUDS i i 2 x 6 SILL PLA L III i BAND JOIST 16"LVL - SEE SH S-5 FOR GARAGE PORTAL BELOW 1 GABLE WALL FRAMING OVER GARAGE PORTAL SHEAR WALL 12 SOUTH CEDAR ROAD, CENTERVILLE, MA i° � STRUCTURES ENGINEERING' 1Allo2o' .. 1020 PLAIN MEET drawing number MARS RRELD, MA ! S-17 W) 5 1—%37 .n:e 17 e# 18 Y i i i 48'-0" 0 � O w G J Q HOEDOWN ANCHO O . \X\ LOCATIONS AT U o o t CORNER ASS �O b w � SEE S-4'FO � O a o A\ o z W M w Nx - O W W Q a A'ra ava o'or t Q U O a � . Z.8 Oi 9 Z Q 11 GARAGE SHEAR WALL ! co N 1 o SEE S-5 FOR DETAILS i J W-¢3 Ci a aC)° \� 1 a•Jw O Q O x3a a 0 8„ _ _6'-8" 20'4' 0 o z O COVERED PORCH o a ABOVE SEE S-15 xMu� V W N(n oo� � OQQ D N aU)QQ WW W x 6 co w H N li O FLOOR PLAN INFORMATION TAKEN FROM A PLAN PREPARED BY 209 DESIGN,HANOVER,MA HOLDOWN ANCHOR LOCATION PLAN 12 SOUTH CEDAR ROAD, CENTERVILLE, MA i lob number 2WO97 STRUCTURES ENGINEERING A� fe SE1020 PLAIN MEET drawing number S MARWRELD, MA — 18- J„—M7 shi6t 18 o1 18 i i STRUCTURES ENGINEERINGJOB « soyrI.1 c6opa mo C Gi I ,411WC ,. Structural Engineering Services - SHEET NO. _ e OF 1a7 464 Baxters Neck Road ®Utj 0 Ue 9. Marstons Mills, MA 02648 CALCuuTED13Y DAtE, 617-571-9637 CHECKED BY DATE{ SCALE W!MT1r-( D i OAM C4 duumioms. .. _:..... . .. . .. ..... . . .._... ... :._ .. _ I II CERT D B NOTES:'CALCULATIONS AND ..... i .. .... i f -.'........ 1. BEA1vIS HAVE BEEN DESIGNED BASED ON DRAWINGS BY 209 DESIGN, NOVER .... ..:. .............:......................:...............:.............. 2.; PROPERLY AND ADEQUATELY:SUPPORT BEAMS A kACH END ;CO)L LIMNS OR POSTS AS SHOWN,OR ;. .... DESIGNED BY.OTHERS ARE TO BE SECURED TO.THE BEAMS-AND/OR FOUNDATIOI*IS: 3.: CAPABILITY .OF..THE.STRUCTURE;OR Fd.UNDATION TO SUPPORT;THE APPLIED ILOADS:. IS'TO BE-.....:..... VERIFIED PRIOR TO BEAM INSTALLATION_REPAIRS OR NEW FOUNDATIONS ARE TO 1BE : ONSTRUCTED AS NECESSARY TO SUPPORT ALL LOADS . 4 STRUCTURES ENGINEERING IS ONLY RESPONSIBLE FOR THE DESIGN OF BEAMS AS S OWN OAT�THE ` iNSIBILITY.OF......._.... CfiRTIFIED CALCULATIONS .ALL OTHER .I I I;MS.. AND CONDITIONS ARE. TIID.RE5P0 OTHERS:REFER O 5I R[7cTCJRES ENGINEERING WFCM WIND DESIGN DRAWINGS S-1 THR(I S 18 . ... . .. §;I 2 CTURAL STEEL NOTES ... ..... 1.: ALL STEEL BEAMS SHALL BE NEW STEEL CONFORMING TO THE A.I.S.C. $PECIFICATIONS F R DE I.0 S GN,,...._; FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND!, S T M. GRADE S0.ALL CAP AND BASE PLATES AND.OTTER MISCELLANEOUS STEEL MAY BE;A S.T.M.GRADR,Ali 2.: . ALL STEEL SEAMS TO BE SUPPORTED ON HSS 5 X. 5:.X...1/4 OR 4 X 4 X U4 STEEL TUBESi AS MOTET IN ..... ACCORDANCE TO THE A, -S-C. SPECIFICATIONS; FOR DESIGN, FABRICATION; AND ERECTION OF STRUCTURAL ST ET:FOR BUILDINGS AN1D ASTIVI ASQO,`GR 13.F6R 46 IiSI. 3 USE''%2"MINIMUM CAP PLATE AND BASE PLATES FULLY' AI,L AROUND AT COLUMNS WITH A 3/16 FILLET WELD,'OR AS'OTHERWISE SPECIFIED ON "tHE DR�iWINGS ALL STEEL C�OI:`f1MN BASE .... .. PLATES SHA) L BE BOLTED TO T TIE_COAICRETE FOUNTJATiQNS W.I.R 4_—;S/$. NC ,.I TER.A1+IGI OIt..........: BOLTS. ................................ .................. ....................:.. i 4. FLUSH FRAME JOISTS WITH HANGERS TO THE FUEL DEPTH WEB`BLOCKING FASTEI ED TO THE BEAM; WITH''/z INCH DIAMETER THRU BG`LTS AT 2?I INCHES ON CENTERS STAGGERED TOP AND BOTTOM_ .._....... FRAMING NOTES: .. ..... . .. ....................... 1.. ALL :LVL'.S ..TO BE .B.01.SE. ..CAS.CADB VERSA-LAM 34.0.0..0. .OR MPIROVED..FQUAL. TIC ALLOWABLE:BENDRI G STRESS(Fb)SHALL BE 3106 P.S.T.ALL LVL POSTS`TO BE VERSALAM;1.8�750 FBI OR APPROVED EQt7AI;:INSTAI L T,VL'S IN ACCORDANCE WITH THI MAN FA&URER4&INSTRUCTIONS. 2.° USE EULDY HAILED!METAI; CONNECTORS (TECO Si1VIPSON,!OR EQIJAI};?OIST; OR B1yAN1 HANGERS: WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BZaAMS PROVIDE METAI. POST„CAF3_tND.......... BASES FOR ALL POSTS. 3 ' BUILT-UP LVL'S: TO BE THRU BOLTED WITH 2 '% INCH DXAMETFR BOLTS STAGGERED TOP AND BOTTOM.AT 2466 O C OR 2-SIA�PSON SDS '/<"MINIMUM$IIJi�SO1�T SDS'SCKEWS O}'t T11Y1..... pOWEA........................ SCREWS. 16'.'.O O.C.EACH Si>J7E OF EACH LVL TOP AND BOTTOM OR AS tOTHERWISE REGEONDED BY THE 1lIAlVUFACTURER.. 4 FOR DOUELE.LVL BEAMS PROVIDE SOLID 4X4 OR 4X6 LVL POST..SUPP.ORTS 1�t1 0F �Iq FOR TRIPLE LVL BEAMS PROVIDE SOLID 6X6 LVL POSTS;O;R AS OTHERWISE ���, I SOH SPECIFIED ON THE PLAN PROVIDE METAL POST CAPS ANTI BASES FOR ALL POSTS CARRIED DOWN TO SOLID FOUNDATION$UBPORT.PROVIDE SOLIDSTRUCTURAL QUEEN N BLOCKING UNDER EACH POST AS REQUIRED, c 57RUGT�AL ...._ . .. .. .... -O 28011 0n� TE�ti�����. OIVAI:E , PRODUCT 204-1 Mnnle Sh[ac1205-1&d0edl I A5 4W.lK POST DOWI TO 1 3/{"n 9 N"LVL H9dD92 S p ' CVER 6P1GLE YeNDQU T.DOU9LE]n0 J.CK SINS Y( OVE�RAPIE IN .11 I e jir . < ' a LV POST C TO 3-1 W4-x 9 1 M LVL NEARER x 9 w.LK ccknpmD{IS OVER91rtlLE WOpdU WTF1 OOII6LE]i6 JApG STUDS - 1 s ROOF FRAMING 11- - - LEARY FP.uc• n PROPOSED ROOF R2AM G.PLAN fi. .''°�`��. .,��., •^,�•, lao erxe omiDAWavAwY.0 N FrXroOrV.rewe.,w Mrm nJaiDmEe+asmx.on.'w.atx>vo KIlW BGA9YTO N Md9940HU9ETT8 02SIDE_ME on1Ja•1.RIcFr964 CUSTOM RESIDENCE •c3r- 9` 12 9aJ114 CEDAR ROAD,cENTelxviLLe;rw a A s 17 I lalG ILI. J TB 5 i ' TIF•®3aID LERRG JD44T8 � .iWH�FRN'@DEIR03 ASOs FLt9N.FF/tE> Prt0 B-labs :� m......... ... ....r .. Y 2s..Ti, • m JOIST.HNGERB 4T Ib•OG a I '� 3-i B/6•r 9 V]•LVL fi.IHLI FRN49 m JCIBT NMC�RH _ S 4 - S'd BE BE �v.ua LVL.PDBt . t� <. ,A LVL i-1 aid r 9 • I .I x. C '� L N ER bm LVL P0.1Y9 � G A5 i i A5 I I . �.• T1R�Dixb=FILING JDIBTB � � � ' �' FLL9N FRN'E?PRO)-ldOa � r • I _ .. I m.DIBT HNY'R3 AT 16•CG ':',A3a s a aw�'u- filxa i...S.IF+.wee• 7..9a.au.�,..,r' - ' f- ]-ia6 F'OBTB IElOVE Qt3-13/I•r II Vd•LVL - HEPOER v]T!!-lab 6TID FVGcT PG9T8 ATTIC FfRAMINCz �®i� �` I Ad"ia•01� 4inrr LEARY FP,—LC n �VED A1TIC FRAI'71NG PLAN $ M BAY RICE LANE M—wr <NMSTCK rIA55ACNU5ETT50Y364DT01'T RE3IDENGE ' ,�ow�o—eameme.nra n,m In Tnin •T� yym ,moy I]SdJTH CEDAR ROAD,GENTERVILLE,MA a A5 s Tit R caRr 4 o t 11 IW .. :x10 PT NAILER LAS EOLTEC JOIST HAN'fF0 Igg OCUBL.E I.C.UNDER KITGISJ ISLAND a o ae Ie u Y x 3a•LVL ff3 W2 v—STEEL ES-P IBM gilJtED Y4TN1019T NdGEF4 T9 -9 918x W STEA IIIEE OCLWfJ QI t 3-1 9/c'x 14w LVL OR WD x ICJ STEEL GEM RUSH RaNtED WTH JQ 49'.{N.•DF^o FOotWS LL'IrH STL'L CAP AND BASE FI.AR PLR DETAIL TL^9 axazvJ 9TGL TUBE O�LItM BELOW trz6 LVL POST ABOVE AND H96♦4W4 STEEL UBE OOL"5ELOW II A5 � A5 g• y 3-1x10e FLYGH=WWE unTH JDLvr HArGeRs a L IB 4 i 10 IST D LI L - STAMELL - E OPE— § =P�" N _ czS LVL POST iw6 LVL P09T . • 6x6 MGTG AED•F /4 ` �vb Ftl9T8+HOPE - \ll.—}13T�•v 16'.Lvl H4.L LG�CdIN.bEE GARAGE - w - WRTAL FRN•'E DETAILS lYl WNp ORAIiIMGS ' SECOND FLOOR FRAMING .Iuu =� � Jlgm" LEARY FP,LLC [172S;-=-UTW POSED SECOND ROOR FRAMING PLAN AD2ciffPo IT BAY SIDE LANE 709 aLon9wAY'NCNOMRyt..OeGt[aYOLUsIms Gsalo KW39TCN,YMASSACH WETT9 02364 CM RESIDENCE I I/a•.l•.o• .w..xewem«owe msr..we rx>elmavu wiv. w nwsaor_ CEDAR ROAD..CFMTERYILLE.MA A(0. page Project: John Location:12 S.Cedar Rd.,Centerville-Second Floor Beam Structures Engineering Multi-Loaded Multi-Span Beam � I Marshfield 9 g or 1 [2009 International Building Code(2005 NDS)j (3)1.75INx16.0INx16.0FT Versa-Lam 3100 Fb-Boise Cascade Section Adequate By:15.91/o StruGalC Version 8.0.113.0 8I21/2017 I Controlling Factor:Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.28 IN U676 Dead Load 0.25 in Total Load 0.54 IN U356 Liva Load Doflaetion Criteria:UA80 Total Load Doflaetion Criteria:U2A0 REACTIONS A B Live Load 4170 Ib 4170 lb Dead Load 3891 lb 3891 Ib Total Load 8060 lb 8060 lb Bearing Length 2.05 in 2.05 in - BEAM DATA Center MEM Span Length 16 ft Unbraced Length-Top 0 ft _....asn....._.-- — ...... Unbraced Length-Bottom 16 ft �- Live load Duration Factor 1.00 - Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERT[E-5. Uniform Live Load 240 plf Versa-Lam 3100 Fb-Boise Cascade Uniform Dead Load 240 plf Base Values Adjusted Beam Self Weight 25 plf Bending Stress: Fb= 3100 psi Fb'= 3002 psi Total Uniform Load 505 plf j Cd=1.00 CF=0.97 Shear Stress: Fv= 285 psi Fv'= 285 psi POINT LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Live Load 4500 lb Comp.-L to Grain: Fc-1= 750 psi Fc:1'_ 750 psi Dead Load 3549 lb Location 8 ft Controlling Moment: 46340 ft-lb 8.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -8061 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided - Section Modulus: 193.2 in3 224 in3 Area(Shear): 42.42 in2 84 in2 Moment of Inertia(deflection): 1271.66 in4 1792 in4 Mom®nt d83AO ft.lb 560d6 ft-lb Shear: -8061 lb 15960lb I Project: page John yof Location:12 S.Cedar Rd.,Centerville-Roof Beam k Structures EngineeringRoof Beam 1Marshfield r, [2009 International Building Code(2005 NOS)] (2)1.75 IN x 24.0 IN x 30.0 FT Versa-Lam 3100 Fb-Boise Cascade Section Adequate By:23.7% StruCalc Version 8.0.113.0 8/21/2017 Controlling Factor:Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.68 IN U531 Dead Load 0.53 in. Total Load 1.21 IN U297 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 4500 lb 4500 lb Dead Load 3549 lb 3549 lb Total Load 8049 lb 8049 lb Bearing Length 3.07 in 3.07 in BEAM DATA - - Span Length 30 ft Unbraced Length-Top 0 ft o —..___ Soft =-' Unbraced Length-Bottom 0 ft Roof Pitch - 12 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES ROOF LOADING Side One: Versa-Lam 3100 Fb-Boise Cascade Roof Live Load: LL= 30 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 3100 psi Fb'= 3301 psi, Tributary Width: TW= 10 ft Cd=1.15 CF=0.93 Side Two: Shear Stress: Fv= 285 psi Fv'= 328 psi Roof Live Load: LL= 25 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 2000 ksi. E'= 2000 ksi Tributary Width: TW= Comp.1 0 ft to Grain: Fc- L= 750 psi Fc-1'_ 750 psi Wail Load: WALL 0 if Controlling Moment: 60371 ft-lb SLOPE/PITCH ADJUSTED LENGTHS AND LOADS 15.0 ft from left support Adjusted Beam Length: Ladj= 3.0 ft Created by combining all dead and live loads. Beam Self Weight: BSW= 25 pif Controlling Shear: -8049 lb Beam Uniform Live Load: wL= 300 pif At support. Beam Uniform Dead Load: wD_adj= 237 pif Created by combining all dead and live loads. Total Uniform Load: wT= 537 plf I Comparisons with required sections: Re4'd Provided Section Modulus: 219.48 in3 336 in3 Area(Shear): 36.84 in2 84 in2 . Moment of Inertia(deflection): 3259.52 1n4 4032 in4 Moment: 60371 ft-lb 92421 ft-lb Shear: -8049 lb 18354lb i sI ti Project: John j page. Location: 12 S.Cedar Rd.,Centerville-Roof Beam Post )} Structures Engineering i7 t r Column Marshfield a� ; P ' j [2009 International Buildino Code(2005 NMI ' 3.5 IN x 5.25 IN x 18 FT 1 Versa-Lam Col 2650 Fb-Boise Cascade Section Adequate By:39.7% SfruCalc Version 8.0.113.0 8/21/2017 LOADING DIAGRAM VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 4500 lb Dead Load: Vert-DL-Rxn= 3645 lb Total Load: Vert-TL-Rxn= 8145 lb COLUMN DATA i Total Column Length: 18 ft r Unbraced Length(X-Axis)Lx: 9 ft - Unbraced Length(Y-Axis)Ly: 1.33 ft Column End Cendtion-K(e): 1 Load Eccentricity(X-Axis)-ex: 1 in re Load Eccentricity(Y-Axis)-ey: 1 in 1 Axial Load Duration Factor 1.00 COLUMN PROPERTIES Versa-Lam Col 2650 Fb-Boise Cascade `=F Base Values Adeusted tse ; Compressive Stress: Fc= 3000 psi Fc'= 1522 psi Cd=1.00 Cp=0.51 e-•z Bending Stress(X-X Axis): Fbx=2650 psi Fbx'= 2899 psi i' Cd=1.00 CF=1.10 C1=1.00 PendingStress V-V Axis): Fb 2650( ) y= psi Fby'- 2905 psi Cd=1;00 CF=1.10 Modulus of Elasticity: E= 1700 ksi E'= 1700 ksi Column Section(X-X Axis): dx= 5.25 in Column Section(Y-Y Axis): dy= 3.5 in ` Area: A= 18.38 in2 Section Modulus(X-X Axis): Sx= 16.08 in3 A..- Section Modulus(Y-Y Axis): Sy= 10.72 in3 Slenderness Ratio; Lex(dx= 20.57 AXIAL LOADINo Ley/dy= 4.56 Live Load: PL= 4500 lb , Column Calculations(Controlling Case Only): Dead Load: PD= 3649 lb Controlling Load Case:Axial Total Load Only(L+D) Column Self Weight: CSW= 96 Ib Total Load: PT Actual Compressive Stress: Fc 443 psi = 8145 lb Allowable Compressive Stress: Fc'= 1522 psi Eccentricity Moment(X-X Axis): Mx-ex= 671 ft-lb Eccentricity Moment(Y-Y Axis): My-ey= 671 ft-lb Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb Moment Due to Lateral Loads(Y-Y Axis): My= 0 .ft-lb Bending Stress Lateral Loads Only(X-X Axis): Fbx 0 psi Allowable Bending Stress(X-X Axis): Fbx'- 2899 psi Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi Allowable Dending Stress(Y-V Axis): Fby'- 2005 psi Combined Stress Factor: CSF= 0.6 i I f i i i Project: John Page Location:12 S.Cedar Rd.,Centerville-Roof Beam Jack Post Structures Engineering Column [2009 International Building Code(2005 NDS)] Marshfield w d? (2)1.5INx5.5INx6.0FT #2-Spruce-Pine-Fir-Dry Use Section Adequate By:19.0% StruC®Ic Version 8.0.113.0 8/21/2017 CAUTIONS i 'Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 { VERTICAL REACTIONS LOADING.DIAGRAM { Live Load: Vert-LL-Rxn= 2250 lb Dead Load: Vert-DL-Rxn= 1768 lb ;I Total Load: Vert-TL-Rxn= 4018 lb COLUMN DATA Total Column Length: 6 ft B Unbraced Length(X-Axis)Lx: 6 ft V ! Unbraced Length(Y-Axis)Ly: 1.33 ft 1 Column End Condtion-K(e): 1 Y Load Eccentricity(X-Axis)-ex: 1 in Load Eccentricity(Y-Axis)-ey: 1 in Axial Load Duration Factor 1.00 A' COLUMN PROPERTIES #2-Spruce-Pine-Fir y Base Values Ad usted Compressive Stress: Fc= 1150 psi Fc'= _ 745 psi - q Cd=1.00 Cf=1.10 Cp=0.59 6 tt , Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1135 psi Cd=1.00 CF=1.30 C1=1.00 Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1138 psi Cd=1.00 CF=1.30 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Column Section(X-X Axis): dx= 5.5 in Column Section(Y-Y Axis): dy= 3 in Area A= 19.9 in2 Section Modulus(X-X A)is): Sx= 15.13 in3 i Section Modulus(Y-Y Axis): Sv= d.13 in3 Slenderness Ratio: Lex/dx= 13.09 Ley/dy= 5.32 AXIAL LOADING Live Load: PL= 2250 lb j Column Calculations(Controlling Case Only): Dead Load: PD 1750 lb Controlling Load Case:Axial Total Load Only(L+D) Column Self Weight: CSW= 18 lb Actual Compressive Stress: Fc= 244 psi Total Load: PT= 4018 lb Allowable Compressive Stress: Fd= 745 psi Eccentricity Moment(X-X Axis): Mx-ex= 333 ft-lb Eccentricity Moment(Y-Y Axis): My-ey= 333 ft-lb Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-lb Bending Stress Lateral Loads Only(x-x Axis): Fbx= 0 psi Allowable Bending Stress(X-X Axis): Fbx'= 1135 psi Bending Stress Lateral Loads Only(Y-Y Axis): Fby= 0 'psi Allowable Bending Stress(Y-Y Axis): Fby'= 1138 psi Combined Stress Factor: CSF= ,0.81 i I i i i Pi Project: page John q Location:12 S.Cedar Rd.,Genterville-Attic Floor Beam w. Structures Engineering Uniform) Loaded Floor Beam 1a �]Z } I 17 y Marshfield of [2009 International Building Code(2005 NDS)] (3)1.75 IN x 9.25 IN x 14.0 Fr Versa-Lam 3100 Fb-Boise Cascade Section Inadequate By:9.5% StruCale Version 8.0.113.0 8/21/2017 Controlling Factor:Deflection/Depth Required 9.53 In. CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members i DEFLECTIONS Center LOADING DIAGRAM Live Load 0.50 IN U337 . Dead Load 0.27 in I Total Load 0.77 IN U219 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 2800 lb 2800 lb Dead Load 1499 lb 1499 lb Total Load 4299 lb 4299 lb Bearing Length 1.09 in " 1.09 in BEAM DATA Center Span Length 14 ft Unbraced Length-Top 0 ft - - ---14ft ---- — - Floor Duration Factor 1.00 A Notch Depth 0.00 I " MATERIAL PROPERTIES FLOOR LOADING Versa-Lam 3100 Fb-Boise Cascade Base Values Adiusted Side 1 Side 2 Bending Stress: C = CF= Floor Live Load FLL 40 psf 40 psf psi Fb'= 3191 psi Floor Dead Load FDL= 20 psf 15 "psf Shear Stress: Fv= 285 psd=9.0o CF 5 psi Floor Tributary Width FTW= 10' ft 0 ft i Fv'= 285 psi Cd=1.00 Wall Load WALL= 0 plf. Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi BEAM LOADING - Comp.1 to Grain: Fe-1 = 750 psi Fc-1'= 750 psi Beam Total Live Load: wL= 400 plf Beam Total Dead Load: wD= 200 plf Controlling Moment: 15047 ft-lb. Beam Self Weight: BSW= 14 plf 7.0 tt from left support Total Maximum Load: wT= 014 plr Created by combining all dead and live loads. Controlling Shear: 4299 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Reo'd Provided Section Modulus: 56.59 in3 74.87 in3 Area(Shear): 22.63 in2 48.56 in2 Moment of Inertia(deflection): 379.12 in4 346.26 in4 Moment: 15047 ft-lb 19908 ft-lb Shear 4299 lb 9227lb I : Project: pageJohn (O Location:12 S.Cedar Rd.,Centerville-Attic Floor Beam ifiStructures Engineering Uniformly Loaded Floor Beam � � Il7 [2009 International Building Code(2005 NDS)] Marshfield of (2)1.79 IN x 0.26 IN x 10.0FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.113.0 812112011, Section Adequate By:67.10/ Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.16 IN L1754 Dead Load 0.12 in Total Load 0.28 IN U435 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U240 i REACTIONS A B Live Load 1633 lb 1633 lb Dead Load 1197 lb 1197 lb Total Load 2830 lb 2830 lb ? Bearing Length 1.08 in 1.08 in BEAM DATA Center Span Length 10 ft s M. :x Unbraced Length-Top 0 ft A — losc — Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING Versa-Lam 3100 Fb-Boise Cascade Base Values Aq usted Ide 1 I 2. Bending Stress: Fb= 3100 psi Fb'= 3191 Floor Live Load FILL= 30 psf 20 p§f psi Floor Dead Load FDL= 15 psf 15 '.p�f Cd=1.00 CF=1.03 Floor Tributary Width FTW= 10 ft 1.3 'ft Shear Stress: Fv= 285 psi Fv'= 285 psi Wall Load WALL= 60 pif Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi BEAM LOADING Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi_ Beam Total Live Load: wL= 327 pif Beam Total Dead Load: wD= 230 plf Controlling Moment: 7075 ft-lb Beam Self Weight: BSW= 9 pif 6.0 ft from loft support Total Maximum Load: wT= 556 plf _ Created by combining all dead and live loads. Controllina Shear- -2830 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 26.61 ih3 49.91 in3 ' Area(Shear): 14.89 in2 32.38 in2 Moment of Inertia(deflection): 146.95 in4 230.84 in4 Moment: 7075 ft-lb 13272 ft-lb Shear: -2830 lb 6151 lb I i i i i C /• I + ' Project: pace John Location:12 S.Cedar Rd.,Centerville-Attic Floor Beam Structures Engineering Uniformly Loaded Floor Beam Marshfield 17 [2009 International Building Code(2005 NDS)] ( o< (3)1.75 IN x 9.5 IN x 17.5 FT Versa-Lam 3100 Fb-Boise Cascade Section Adequate By:12.3% StruCalc Version 8.0.113.0 8/21/2017 Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM I Live Load 0.42 IN U498. Dead Load 0.36 in Total Load 0.78 IN U270 1. Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS _ B Live Load 1313 lb 1313 lb Dead Load 1112 lb 1112 lb Total Load 2424 lb 2424 lb Bearing Length 0.62 in 0.62 in BEAM DATA Center Span Length 17.5 ft ..... _ m Unbraced Length-Top 0 ft _ 775e Floor Duration Factor 1.00 g Notch Depth 0.00 MATERIAL PROPERTIES Versa-Lam 3100 Fb-Boise Cascade FLOOR o D G Base Values Adjusted Side 1 Side 2 Bending Stress: Fb= 3100 psi Fb'= 3182 psi Floor Live Load FILL= 20 psf 40 1 psif Cd=1.00 CF=1.03 Floor Dead Load FDL= 15. psf 15 psf Shear Stress: Fv= 285 psi Fv'= 285 psi Floor Tributary Width FTW= 7.5 ft 0 ft Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi BEAM LOADING Comp.-L to Grain: Fc- = 750 psi Fc--L = 750 psi Beam Total Live Load:, wL= 150 plf . Beam Total Dead Load: wD= 113 plf Controlling Moment: 10606 ft-lb Beam Self Weight`_ BSW= 15 plf 8.75 ft from left support Total Maximum Load: wT= 277 plf created by combining all dead and live loads. Controlling Shear: 2424 lb Al support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 40 in3 78.97 in3 Area(Shear): 12.76 in2 49.88 in2 Moment of Inertia(deflection): 334.03 in4 375.1 in4 Moment: 10606 ft-lb 20937 ft-lb Shear: 2424 lb 9476lb i ; i Project: i, Page John Location: 12 S.Cedar Rd.,Centerville-Attic Floor Beam Structures Engineering Uniformly Loaded Floor Beam � �� Marshfield t7 [2009 International Building Code(2005 NDS)] (3)1.75 IN x 9.25 IN x 14.0 FT Vomg-Lam 3100 Fb-Boise Cascade Section Adequate By:9.8% StruGalc Version 5.0.113.o em2o1 Controlling Factor:Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.41 IN U412 Dead Load 0.23 in Total Load 0.64 IN U264 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A H I Live Load 2286 lb 2286 lb Dead Load 1289 0 1289 lb Total Load 3575 lb 3575 lb Bearing Length 0.91 in 0.91 in BEAM DATA Center Span Length 14 ft Unbraced Length-Top 0 ft loft Floor Duration Factor 1.00 A B Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING j Versa-Lam 3100 Fb-Boise Cascade - side 1 Side _ Base Values Adiusted Floor Live Load FLL= 20 psf 30 p'f Bending Stress: Pb= 2100 psi Pb'- 3101 psi Floor Dead Load FDL= 15 psf 15.t psf Cd=1.00 CF=1.03 Floor Tributary Width FTW= 1.3 ft 10 !ftl Shear Stress: Fv= 285 psi Fv'= 285 psi Wall Load WALL= 0 pif Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi BEAM LOADING Comp.-L to Grain: Fc- L= 750 psi Fc-1'= 750 psi Beam Total Live Load: wL= 327 plf Beam Total Dead Load: wD= 170 plf Controlling Moment: 12513 ft-lb Beam Self Weight: BSW= 14 plf 7.0 ft from left support Total Maximum Load: wT= 511 pif Created by combining all dead and live loads. Controlling Shear: -3575 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 47.05 in3 74.87 in3 i Area(Shear): 18.82 in2 48.56 in2 Moment of Inertia(deflection): 315.26 in4 346.26 in4 Moment: 12513 ft-lb 19908 ft-lb Shear: -3575 lb 9227lb C i Project: page John 13 Location:12 S.Cedar Rd.,Centerville-Second Floor Beam ` Structures Engineering Multi-Loaded Multi-Span Beam °, Marshfield of (? [2009 International Building Code(AISC 13th Ed ASD)] A992-50 W 12x40 x 24.0 FT Section Adequate By:3.5% StruCalc Version 8:0.113.0 8/21I2017 . Controlling Factor:Deflection LOADING DIAGRAM DEFLECTIONS Center Llve Load 0.58 IN U407 Dead Load 0.41 in Total Load 0.99 IN U291 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 11051 lb 6662 lb z Dead Load 7412 lb 4858 lb Total Load 18464 lb 11519 lb Bearing Length 1.02 in 1.02 in BEAM DATA Center Span Length 24 ft Unbraced Length-Top 0 ft B Unbraced Length-Bottom 24 ft ' STEEL PROPERTIES W 12x40-A992-50 UNIFORM LOADS Center Uniform Live Load . 450 plf Uniform Dead Load 300 plf Properties: Beam Self Weight 40 plf Yield Stress: Fy= 50 ksi Total Uniform Load 790 plf Modulus of Elasticity: E= 29000 ksi Depth: d= 11.9 in POINT LOADS-CENTER SPAN Web Thickness: tw= 0.3 in Load Number One Two Three ' Flange Width: bf= 8.01 in Live Load 1313 lb 2800 lb 2800 lb 9 Flange Thickness: tf= 0.52 in Dead Load 1112 lb 1499 lb 1499 lb Distance to Web Toe of Fillet: k= 1.02 in Location 6 ft 4 ft 4 ft Moment of Inertia About X-X Axis: Ix= 3.07 in4 Section Modulus About X-X Axis: Sx= 51.5 in3 Plastic Section Modulus About X-X Axis: Zx= 57 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: • FBR= 7.78 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR.= 33.42 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 6.85 ft Nominal Flexural Strength w/safety factor: , Mn= 142216 ft-lb Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 33.42 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 70210 lb Controlling Moment: 63962 ft-lb 9.36 Ft from left support of span 2(Center Span) Created by combining all dead loads and live.loads on span(s)2 Controlling Shear: 18464 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on spans Comparisons with required sections: Rea'd Provided Moment of Inertia(deflection): - 296.63 in4 307 in4 Moment: 83982 ft-lb 142216 ft-lb Shear: 10404 Ib 70210 lb i f t Project: Page John t� Location:12 S.Cedar Rd.,Centerville-Second Floor Beam w Structures Engineering Marshfield 7 Multi-Loaded Multi-Span Beam [2009 International Building Code(2005 NDS)] of t (3)1.75INx24.0INx24.0FT Versa-Lam 3100 Fb-Boise Cascade Section Adequate By:29.9% StruCalc Version 8.0.113.0 8/21/2017 Controlling Factor:Shear CAUTIONS I . "Laminations are to be fully Connected to.provide uniform transfer of loads to 211 members DEFLECTIONS Center LOADING DIAGRAM j l Live Load 0.43 IN U675 Dead Load 0.30 in Total Load 0.73 IN U397 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U240 1t REACTIONS A B Live Load 11051 lb 6662 lb Dead Load 7373 lb 4819 lb 2 i Total Load 16425 lb 11480 lb Bearing Length 4.68 in 2.92 in BEAM DATA Center Span Length 24 ft ,: Unbraced Length-Top 0 ft Unbraced Length-Bottom 24 ft Live Load Duration Factor 1.0b Notch Depth 0.00 { MATERIAL PROPERTIES UNIFORM LOADS Center Versa-Lam 3100 Fb-Boise Cascade Uniform Live Load 450 plf { Uniform Dead Load 300 pif 82s®Values Ad_ ul stad Beam selr weignt 37 plf Bending Stress: Fb= 3100 psi "Fb'= 2870'psi Cd=1.00 OF=0.93 Total Uniform Load 787 plf Shear Stress: Fv= 285 psi Fv'= 285 psi POINT LOADS-CENTER SPAN Cd=1.00 Load Number One Two Three Modulus of Elasticity: E= 2060 ksi E'= 2000 ksi Live Load 1313 lb ' 2800 lb 2800 lb Comp.1 to Grain: Fc--L= 750 psi Fc-J-'= 750 psi Dead Load 1112 lb 1499 lb 1499 lb Location 6 ft 4 ft 4 ft Controlling Moment: 83759 ft-Ib 9.36 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 18425 lb At left support of span 2(center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 350.19 in3 504 in3 Area(Shear): 96.97 in2 126 in2 Moment of Inertia(deflection): 4301.2 in4 6048 in4 Moment: 83759 ft-lb 120549 ft-lb Shear: 18425lb 23940lb i I Project: Pass John Location:12 S.Cedar Rd.,Centerville-Second Floor Beam Structures Engineering Multi-Loaded Multi-Span Beam � 1°PZX Marshfield [2009 International Building Code(2005 NDS)] °t (2)1.75INx9.25INx14.0FT Versa-Lam 3100 Fb-Boise Cascade Section Adequate By:7.8% StruCalc Version 8.0.113.0 8/21/2017 i Controlling Factor:Deflection CAUTIONS q `Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM I Live Load 0.32 IN U517 Dead Load 0.25 in ' Total Load 0.57 IN U292 I Live Load Deflection Criteria:U480 Total Load Deflection i,riteria:U240 REACTIONS A_ B i Live Load 845 lb 1325 lb Dead Load 751 lb 991 lb Total Load 1596 lb 2316 lb Bearing Length 0.61 in 0.88 in BEAM DATA Center Span Length 14 ft r_ .. _ �.. ', - _._ Unbraced Length-Top 0 k ian Unbraced Length-Bottom 14 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS ente Versa-Lam 3100 Fb-Boise Cascade Uniform Live Load 75 pif Uniform Dead Load 75 plf Base Values Adjusted Beam Self Weight 9 pif 1 Bending Stress: Fb= 3100 psi Fb'= 3191 psi Total Uniform Load 159 pif Cd=1.00 CF=1.03 Shear Stress: Fv— 285 pai Fv'— 205 psi POINT LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 2000 ksi 12- 2000 ksi Live Load 1120 lb Comp.-LtoGrain: Fc- 750 psi Fc- 750 psi Dead Load 560Ib Location 10 ft Controlling Moment: 7988 ft-lb 9.94 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2316 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on spans)2 Comparisons with required sections: Read Provided Section Modulus: 30.04 10 49.91 Ina Area(Shear): 12.19 in2 32:38 in2 Moment of Inertia(deflection): 214.23 in4 230.84 in4 Moment: 7988 ft-lb 13272 ft-lb Shear: -2316 lb 6151 lb , I v i Project: Page John Location:12 S.Cedar Rd.,Centerville-Second Floor Beam Column Structures Engineering Column " Marshfield l'r [2009 International Building Code(AISC 13th Ed ASD)] uSS 5 u 9 u 11h a 0.0 FT/ASTM A600-C11.9-46 Section Adequate By:30.2% StruCalc Version 8.0.113:0 8/21/2017 LOADING DIAGRAM VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 22102 lb Dead Load: Vert-DL-Rxn= 14888 lb Total Load: Vert-TL-Rxn= 36990 lb I COLUMN DATA �B j Total Column Length: 9 ft Unbraced Length(X-Axis)Lx: 9 It Unbraced Length(Y-Axis)Ly: 9 It ten. Column End Gondtion-K(e): 1 Load Eccentricity(X-Axis)-ex: 1 in =`; Load Eccentricity(Y-Axis)- COLUMN PROPERTIES =s' HSS 5 x 5 x 1/4-Square Steel Yield Strength: Fy= 46 ksi Modulus of Elasticity: E= 29 ksi a n Column Section: dx= 5 in dy= 5 in Column Wall Thickness: t= 0.233 in Area: A= 4.3 in a Moment of Inertia(deflection): Ix= 16 in4 ly= 16 in4 j Section Modulus: Sx= 6.41 in3 Sy= 6.41 in3. ,. Plastic Section Modulus: Zx= 7.61 in3 Zy= 0 in3 Rad.of Gyration: rx= 1.93 in ry= 1.93 in Column Compression Calculations: KUr Ratio: KLx/rx= 55.96 KLy!ry= 55.96 r Controlling Direction for Compr.Calcs:(Y-Y Axis) Flexural Buckling Stress: Fcr= 37.26 ksi Controlling Equation F7-1 - Nominal Compressive Strength: Pc= 96 kip Column Bending Calculations per AISC 13th Edition Steel Manual: AXIAL LOADING Controlling Load Cnce:Axial Total Load(D i.L) Live Load: PL= 22102 It) Eccentricity Moment: Mx-ex= 3071 ft-lb My-ey= 3071 ft-lb Dead.Load: PD= 14746 Ib Lateral Moment+Eccentricity: Mrx= 3071 ft-lb Mry= 3071 ft-lb Column Self Weight: COW= 142 Ib Flange Buckling Ratio: FBR= 18.46 Total Load: PT= 36990 Ib Allow.Flange Buckling Ratio: AFBR= 28.12 Allow.FBR for Non-Compact: NC= 35.15 i Web Buckling Ratio: WBRX= 18.46 WBRY= 0 Allow.WBR for Eqn.F7-5: AWBR=60.76 Nmnl.Flex.Str.wl Sfty Factor: Mcx= 17.5 ft-kip Mcy= 17.5 ft-kip Controlling Equation F7-1 F7-1 Combined Stress Calculations: H1-1a Controls:0.70 Controlling Combined Stress Factor.0.7 i i 1I 17 of (7 SET %Z' BASE PLATE ON SMOOTH CONCRETE OR 3/4"± HIGH STRENGTH I 5"SQ.TUBE COLUMN GROUT TOP OF 4"SLAB d d ° ° 1 i ° n ° 3 CL �c - 5.-7#5 EACH WAY 6"MIN. 3/"CRUSHED STONE 4'-0"SQUARE 4 TAIL 00" F STEEL COLUMN AS PLAT FOOTING . 1 1/2"TYPICAL HSS 5 x 5 x%4" COLUMN 1 1/2"TYPICAL 12 x "x 12" BASE rf PLATE FOR 4 x 4 ® TUBE COLUMN 4 "0 CLEARANCE HOLES FOR 5/"0 x 12" LONG GALV. HOOKED ANCHOR BOLTS TYPICAL INTERIOR z'"j"" L APLATETAIL } t SOIL TEST PIT DATA (-#14022) ;SYSTEM PROFILE LOCUS INFORMATION . NOT TO SCALE .. .. .NOT TO SCALE' .. CURRENT OWNER, DEBORAH CLOUGH LOCUS HIGH GROUNDWATER COMPUTATION- ONSITE SOIL EVALUATION - - 4'SCH.4o PVC - -- BASED ON TP - s aoiFT t.TEST PIT TP-1 TEST PIT TP-2 TEST PIT TP_3 TEST PIT TP-4 EL�A .. TITLE REFERENCE: DEED BOOK 28083,PAGE 100.. FIRST PIPE LENGTH PLAN REFERENCE: .PLAN BOOK 363-67(4-8-1982) GILD.EL 9.3 GRID.EL 9.3 - lRD EL .,9.2 GRD..FL �.1_ DEPTH 10 WATER a3' DATE MAY 31.'2013 1 TOP FOUNDATION y . SNOW EL --- SHOW EL --- INDEX WELL - - MIW-29 FOR YIN,7 SHOW EL ___ SHOW EL _ _ WATER LEVEL RANGE ZONE A WI7NFeeen BY: DON DESMARAIS.R.S. STAB EL-12.3 {-SCH.40 PVC ro BE SET LEVEL ASSESSORSPARCEL' 396003 :Q. , CURRENT DEPTHONDDL W D Q5/13) 7.4 UCENSED SOL EVALUATOR: K4TAN L HEALY,PLS L-il FT.. FINISH GRADE "•�^ O D H AP WATER LEVEL ADJUSTMENT 1.1 ZONING DISTRICT: RD-1 LOAMY°IAN. LOAYY°SAND LOAMY SAND PERCOLATION RATE: G 2 1RIS/RNCR EL=13. S-.Q027 {-SCR.40 PVC ELe11.2-11.8 RQT o .. t OYR 3/4 IOYR 3/4 10YR 3/{ DEPTH TO HIGH WA _ - SOIL CLASS: CLASS I J.74 SETBACKS- FRONT , 30 FT.• 0 - - 12' 12' 12, IY L.T.A.R.: 0.74 GPD/SF• : o0-- 0-- REAR 10 FT.: z .B B BIo MINIMUM LOT SIZE 43.560 S.F. ZLOAMY SAND LOAMY SAND LOAMY SAND I-C 1=E le _-_H 2.5Y 5/8 2.5Y 5/6 2.5Y 5/8 LEGEND 5 OUTUE EXISTING PARCEL AREA: 69,720t S.F. LOCUS MAP D-BOX 5./'SEPARATION NITROGEN SENSITIVE ZONE: NOT A ZONE II NOT TO SCALE EL 23- EL y. UNSUITABLE ESTIMATED SEPTIC TANK -- 7 t 28' 7 3 2� 7.3 7.2 ® MATERIALS - SEASONAL Hrc;H Npg; twER{Tw.) J �FEMA FLOOD ZONE: ZONE AE.ELEVATION= 11.9 .. (To BE"0-) GROUNDWATER DATED 7-16-14, #25001CO563 J. MAGNETIC NCH OVER TAPE SHALL BE PROVIDED ESL 16G1 GROUNDWATER . N THE TNEHCI OVER al PVC PIPING ._ MED/FNE SAND NFD/FNE SAND 48' MED/RNE SAND MED/FI E SAND 1 PERCOLATION ANGE GROUNDWATER �ytN OF 2.SY 6/4 2.5Y 6/{ 25Y 6/4 2.5Y 6/4 - - - : - ca BRI&NNG - 87 -\ NIF 500 GALLON CONCRETE LEACHING CHAMBER (H-10) YEC„CIA„ w MCNARD h GRACE CALLO- NOT TO SCALE - f20`ACCESS COVER 9 N0'H82080 1o0' S- 100- - -97' '��- 9Y SM SOUTH MAIN Al- \ ASSESSORS YAP STREET 4'PERFORATED PVC TO WMIN]3FINISH IME� � S/ONAL ENt't 120' 120' 110' 12HY S - \ PARES - W/SCREW CAP TO EXTEND DOWN FL(-0.7) EL(-0.5) _ FL(-0.8) EL(-0.9) ro NATURAL SUBGRADE LOAM AREAS _ r 1 5'DIA KNOCKOUT(TYPJ ..' ' l SOIL EVALUATOR CERTIFICATION ;� �$ RF�7 \. F-1-1/2 TAPER w v slaVlq I EL 9.6. HOPE RISER 2-LAYER OF /e'TO BRIAN G. YERGATIAN DATE I,KIERAN 1 HEALY,PUS WAS CERTIFIED AS'A - \g �� h'FJRS OF ALPHECE T.NAULr °�/y, - .pp pp O STONE p 1/2'pVEW ASH PROFESSIONAL ENGINEER - 6"SOL EVALUA IN/R.Gi^E OF 2012 �g�� PARCEL 39600J �'P \' `mom pp pp ppp p0 00 p p O p E� - ,.^' /:'! Lor4 aqq\ �" pp ME3 ppp r_3C3 m J4• 2{' p p p =1 p _ . AN J. EALY,S.E./1 _ _ 69,720,S.F TOTAL.AREA 4' �� .. \`V\"° pp pp ppp pp C3 DEPTHS E7 -p p p F� D/our W-1/27 o"2,i551 SF.1N RIYERFHONT \OS. \dF yl9 m RF JS'� '`s� S pp pp ppp C3= =1 STONE CROWN - SCHOOL STF REALTY a . Y/F®20 .. \7S9 ` 4-10- ..NEW NOOSE TRUST EAL DISTRIBUTION BOX DETAIL (H-10) • , lA �. � RFiS�. . f g� NOT ro SCALE _ ASSISLAND ROADESSORS MAP iB6 .. .. \ .. -- SEWAGE DISPOSAL \IR'J21, m _ \ /F FRONT VIEW 6.MA% PARCEL 092 - a.. �� .� AS HAZIETT - - - REMOVABLE �. - .. TNOY SIDE VIEW .. \ n-Pf BORDERING NWNE lEO RF p4�\ soo SOUTH MAIN STREET SYSTEM COVER I Iti T[ANOS - ...ASSESSORS MAP 188 - .' _ � 1 1 a B4IES. _ \, �1 ,' PARCEL 043 . OAD .. / rf-P2 Y/F�y2.7 \ 3. GEOTEXTILE'FABRIC MAY R USED IN UEU OF DOUBLE WASHED STONE. A CEDAR ROAD HOPE RISOnc / 2 CHAMBERS SHALL B AC9NG GRYWiU,MANUFACTURED BY SHOREY OR APPROVED EOUAL J N. .m :. . 21' -: .. J, ,. ONE ACCESS COVER PER SYSTEM SHALL BE Rasl[D ro f905l1 dtaoE, �/ N. '2 SOUTH.CEng 2'WALLS 1 - r`.u qq / \ 2 \ 4'aLLI®� IN F " OEBOR CLOUGI \ \'�tYF 24 ' RF .. ', 9 CENTERVILLElzsou1HCEDAR ROAD 'ASSESSORSYAP 186 . � � Kr,p15 � , \\ � /7 lr K OU75 _ �rj15' ` PARCEL 039003 --� ,i y RF 6'2 VV�,s/z 'MASSACHUSE'i'L1y'S: . 11-1/2• .`y I1k.N'., I;F y6 \ AB '••7 \.� 6 , m Exlsneo..RF dR��z`'. LINER INSTALLATION NOTE - ( � \ C/vim}�� BARNST LE COUN Y BOTfOM ON LEVEL I u ♦ ;, !y 8 /"� `.\ - •W 127 ;: \ A 40 MIL 2.5-FOOT HIGH IMPERMEABLE LONER-SHALL BE INSTALLED 5 FEET OUTSIDE . 3 F.�/ / THE PERIMETER OF THE LEACHING FIELD. THE TOP OF THE LINER SHALL BE SET AT 8'MINIMUM / \ -!� / �_ I/r y29 PLAN STABLE BASE 3/4'ro 1-1/Y :PLAN NEW I `�-`fi 'r'#7'. l STRAW WA 6i= w y'28 y. `4� \\ ELEVATION fo.5 FEET AND SHALL EXTEND DOWN 70 ELEVATION 8.O FEET AIR-BEYo4o. SITE PLJIi`I srCTION wFW CRUSHED STONE :SL ` 1. PROVIDE INLET TEE OR BAFFLE WIRERS ROPE OF PIPE.EXCEEDS 0,08 Fr./FT OR IN ,� '�._ - C?L RYC .•E A L 'IF,{/5 o . PUMPED SYSTEM. I AEILiNUS \ �J �tY.is• DR q'�^ry MAY 24,2017 2 FIRST TWO FEET a:PFE OUT G'DUST.box ro BE'U®LEVEL - -!'i I i p, 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. / 87 .-J''"""" H PROPOSED CR CARL s DFBORAN 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR . S CONCRETE COVER SNAIL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE._ ! _ 'S;�' \ 4mGATION _rnvESTER C r 4/ f� _'K tea,. PLANTING BASSESSORS YAP 1TH MAIN STREET6 j N/F nOp '� E�`/ PROPOSED °^��'I.2 SCHEDULE OF ELEVATIONS VINCENT A,YAUREEN [ J �s PROPOSED BRADIEY \`a'.Y �� 0 �G I �12:4 � � EX ELECTRICAL GENERAL NOTES r, „ 'TM CEDAR ROAD sJ , 1 h°�PRGPGSEo a T°` �A'� ASSESSORS YAP 186 ,� A PFRNOUS DPo I y'..•, TOP OF FOUNDATION ]y6Q A PARCEL.039002 _ tt I -/\ PATI(1\ `k fi' , \ 1 G� o I', -IV INVERT AT BUILDING 'IM47 B NO. DATE DESC. 1 ` BENCHMARK R} TC EL 7.95 4'INVERT AT SEPTIC TANK ON) l9.92 C 1. 1lOS PLAN IS INTENDED FOR THE DESIGN,PERMITTING AND CONSTRUCTION Of THE _ I t 13J.;98 \ NAO-1988 - i'7 - 4-INVfltT AT SEPTIC TANK)OUT) -2m D PROPOSED SEWAGE DISPOSAL SYSTEM AND ASSOCIATED 97E WDPoL - - I';; .\ 7 _t , s_,o. (((/// � TIf!`LV 4'DIVERT AT DI Si.BOX(IN) �,�I, E 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM M 310 CMR IS000.. X/F;2 9 ` 4'INVERT AT DST.BOX(OUT) _ -9.68 F' L+\`1�/\/ CONC.BOUND / I ELEVATIONS AT(FACING FACILITY: AND BARNSTABLE:BOARD OF HEALTH REGULATIONS \\l \ �_ 1 \ W/DRiu HOLE p,� PROPOSED '2 ` (FOUND) V'N I I 4•INV, O LEACHING CHAMBERS 9.40 G (BRKOUT 10.4) S THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT,OF THE - -C'E"ry EDGE OFF 1� / W PROPOSED LEACHING FACILITY. - I DWELUNG - "7 J BOTTOM OF LEACHING ONGR UN � �30 H 3-BEDROOM. 'P STONE � � 'L � e�j)p'H /'1 /{ .),✓.'*/ j� q ADJUSTED SEASONAL HICK GROUNDWATER Z„$U J SLAB F1e13.0 \ _ a.Gi,--Ie�iJ_(./1..,." QEr` R ROAD.' 4. F AN OVERDIG IS SPECIFIED.REMOVE ALL TOPSOIL SUBSOIL AND OTHER UNSUITABLE \ PR ```i1 � TTUVIDEJ ' �. LIN MATERIALS - ON PINS 8 GRAVEL ORI 1 S IF AN OVERDID IS SPECIFIED.REPLACE ALL EXCAVATED MATERIALS WITHIN THE LOUT OF IEAO@IG.CHAYBER _ (BENT FOUND) L'E EXCAVATION WITH LEAN GRANULAR SAND.FREE FROM ORGANIC MATERIAL AND . (np.) DHW_6 - _ - .ISSUED FOR PERMITTING . DELETRIOUS SUBSTANCES MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL orrvvWATER SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL URGER THAN 2 SLEEVE MIS \}�' p� NOT FOR CONSTRUCTION INCHES. A 9EVE ANALYSIS USNG A/4 SIEVE SHILL BE PERFORMED ON A - LINE M MIS I LJ I DESIGN CALCULATIONS . REPRESENTATIVE SAMPLE OF FILL UP TO 45X BY WEIGHT MAY BE RETAINED ON THE 1,500 GALLON SEPTIC TANK (H-10�: :LIMIT OF V.OVERDID _ N,° Cl) /4 SIEVE SUCH ANALYSES IAISr DEMONSTRATE THAT THE MATERIAL MEEK EACH CR _ AND���6 CLAIRE E.POSKEL, I DESIGN FLOW UNSUITABLE MATERIALS TRUSTEE PREPARED FOR:. NOT roSCALE- - . THE FOLLOWING SPECIFICATIONS: - - F I 64A SOUTH MAN 1 STREET - 3.BEDROOMS 0 110 GPD BEDROOM = 330 GPD -ASSESSORS MAP w,Bs � / LEAKY.FAMILY FP,.LLC UNIX MUST PASSµ SIEVE NO gy+ RASE AT LEAST GNE EXISTING COVER PARCELREQUIRED SEPnc TANK '33 REFLECTION.DRIVE 10%MUST PASS 00 SEVE -. 0-20X MUST PASS VINO SaIE 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE - - TO WITHIN 6'OF FINISHED GRADE ,/ THE RISER SHALL BE Ir HOPE PIPE SANDWICH, MA 02563 0-5%MUST PASS/200 SIEVE 2. LOADING.O TANK SHALL BE CAPABLE OF WITHSTANDING H-10 .. USE 1.500 ALLO = PTI GALLONS' ALLPIP - USE 1-,500 GALLON SEPTIC TANK. kiurnsgOlf®GOl.corn'I ALL ALL PIPE CONNECTIONS AND CONCRETE:CONSTRUCTION 6'�_ COINa COVER .. - 6. EXISTING UTILITIES WHERE SHOWN ON THE PUNS ARE APPROXIMATE THE ENGINEER SHALL BE WATERTIGHT, - - DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE 4. TEES SHALL BE SCH.40 PVC AND SHALL BE LOCATED SIZE OF REQUIRED LEACHING FACILITY SHOWN. CONTRACTOR SHALL VERIFY THE S2E,LOCATION AND ELEVATION O'INVERTS COVER 12'OF TANK WALL AND ACCES5181E FROM TANK n I O UTIUTIES AND STRUCTURES WITHIN THE LIMIT O'WORK PRIOR TO THE START OF FILL A BSC GROUP DESIGN PERC.-RATE: <2 MIN/INCH CONSTRUCTION. IF ANY DISCREPANCIES ARE OISCOPkRED CR FEND CHANCES 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. _ REQUIRED.THE CONTRACTOR SHALL NOTIFY TIE ENGINEER WMEDIATC&Y. + LONG TERM APPL RATE 0.74 GPD/SF to'-6' } 330 GPD : 0.74 GPD/SF= 446 SF 349 Route 28,Unit D 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE 1 02673 mOUtfl,Massachusetts. PROPOSED FLOOR PLANS SIZE OF LEACHING FACILITY PROVIDEDW. PROPOSED CONSTRUCTION ACTIVITIES WITH DW-SAFE AND THE APPLICABLE UTILITY to'-o• I -. 026T3. COMPANIES AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS 10• 3• � SEE ARCHITECTURAL PLANS ATTACHED USE(3)-500 GALLON CONCRETE LEACHING CHAMBERS IN 5087788919 IN SERWCE TRENCH CONFIGURATION W/3.25' OF STONE ON ENDS AND 4'MIN. 5,_6;- 2.23' OF STONE ON SIDES OF TRENCH UOUID THE TOWN OF BARNSTABLE REQUIRES © 2017 DISC(4-P.I"G B. CONTRACTOR IS REQUIRED TO NOTIFY OIG-SAFE.PER MASS STATUTE CHAPTER 82, 4•-6 LOCATE DEPTH - - INLET'TEE AS-BUILT CERTIFICATION OF THE INSTALLED BOTTOM AREA 32.0' X 9:3' 29Z6 S.F. SECTION 40(1-BBB-3H-7233)A MINIMUM!OF 72 HOURS PRIOR TO THE START OF 5'-8' __ UNDER COVER OS BA FLE SCALE: 1'_-30' O w/GAs BAFFLE SEPTIC SYSTEM. THE SOIL'EVALUATOR sIDEWALL AREAL 2 x (2 x (32.0' + 9.3')) 165.2 S.F. CONSTRUCTION' r r SHALL INSPECT THE BOTTOM OF EXCAVATION EFFECTIVE LEACHING AREA = 462.8 S.F. 9. THIS SYSTEM IS NOT DES04M FOR THE USE OF A GARBAGE GRINDER INSTALLATION PRIOR TO ANY INSTALLATION AND AGAIN o .-,s 30 6D OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMRL PRIOR TO FINAL BACKFILLING. - 462.8 S.F. X 0.74 GPD/S.F.= 342 GPD (INSTALLED CAPACITY) FILE:P.prj\{975101 4975101-SIP \GvkDmwi6gs\ Aug 342 GPD > 330-GPD 1 ) DWG. NO:6194-0 SHEET U OF 1 tszaa({). PLAN NEW � CROCS-SECTION MEW � (2 GPD RESERVE CAPACITY PROVIDED JOB. NO: 4-9751.01 NNNN OF BtaNSTAUE 27 pti 3 r I r ,nnlrr---�wnn�. �ilrlr.�. _.^•�unl\. IIr111111 Irlllll�n Illlrllll, IIIrlllii - - - ,Illlllrllll ■�■ Ilrlllllrl, �rlllnrll� �I■I■ �Ilnrlll��. ,,��lrlrnmuli ■�■ �nluuwl►, �nunnu ■■■ mnrnul►_ - I . �Illllllrlllllrl Jlurlrlurlrin. iilrlAl/lrlorl Irlurlrlull■ :, _ rnnlruuu Irnuunlnrm; ,�ilonrnnlrm nrnnlrnnli�.. 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Q dy 6 FTG 24°WIDE x p°DP.P. CONTINUOUS WALL FOOTING BOTTOM OF FTG C § . ONTINUOUS WALL FOOTING BUILDING SECTION C-C; REVISIONS CLIENT TITLE Em PROJECT NUMBER (GENERAL)CONTRACTOR SHALL VERIFY ALL CONDITIONS, j� I O AD2011C82 ExISTINC.AND/OR PROPOSED.ANT DISCREPANCIES AND/OR ®� �L � LEARY FP, LLC BUILD INCs CROSS SECTION G K !2409 44 J= © DRN.UING SCALE MY C AFE TI BE RILLT fE90 LANE PRIOR TO CADENCING PROJECTANY CONSTRICTION WITH THESE PLANS.ALL STATE AND ��a�• I�l�1L����ep wu11,18'AQY M711DyE Ln/Qtl`/E/�1111Qc � � I/4" = 1'-O"LOCALBUILDING CODES SHALL PREVAIL OVER ANT NOTES BROA+txw>.AY,HANOVM IM, MOiUSUM OZSS9 KIWGSTON,1 I,(��SSAC 4USETTS 02364 CUSTOM RESIDENCE k1 SHEET NUMBER AND/OR DIMENSIONS SHOW)ON THESE PLANS. PH 781.829.8961 F 781.829.8855 KPHDESIGN@CS.COM 12 SOUTH CEDAR ROAD,CENTERVILLE,MA1E o A6 F B A 3-2x12 PT GIRT 2x1( PT 11ST4 16" W. - 2.10 PT NAILER LAG BOLTED WITH JOIST HANGERS DOLBLE 2.10.UNDER KITCHEN ISLAND - I I IT n N Ixl0L IR OIS LI 3-1 3/4"x 24"LVL OR W12 x 40 STEEL BEAM FLUSH FRAMED WITH JOIST HANGERS 7L i8 H88 5x5x1/4 STEEL TUBE C0L)J-d ON - 3-7 3/4'z 24"LVL OR WI2 x 40 STEEL BEAM FLUSH FRAI'EiD WITH JOIST HANGERS _ - 48"x46".U-PP PC FOOTING WITH STEEL - " GAP AND BASE PLATE PER DETAIL - H5$4x4x1/44.STEEL TUBE COLUMN BELOW 6x6 LVL POST ABOVE AND N%4x4x1/4 STEEL TUBE COLUMN BELOW G 6 VE G A6 Ab 3-2x 10.FLUSH FRAPE WITH JOIST HANGERS 11,01 1 e XL I 2 O Jill 12 I B uu 9TAIpIELL - ' - OPENlNG. r s -1 E LIF -' ' 4,6 LVL POST 4x6 LVL POST POSTS ABOVE 4.6 POSTS ABOVE IS'LVL FULL LENGTH,SEE GARAGE PORTAL FRAM DETAILS ON WIND DRAWINGS 1 A B A9 � I SECOND FLOOR FRAMING 91 CLIENT TITLE PROJECT NUMBER REVI510N5 (GENERAL)AND/OR SHALL Y DISCREPANCIES ALL CONDITIONS, �®� py PROPOSED SECOND FLOOR FRAMINCs PLAN ° AD2011CAL EXISTING AND/ORACTOR PROPOSED.ANY D1 ALLANCIE9 AND/OR LEAD L FP, LLC Lp DRAWING SCALE ERRORS ARE TO BE FULLY RESOLVED PRIOR TO CQ"MENCING I� BAY SIDE LANE PROJECT I�4�i e I_Oii ANY CONSTRICTION WITH THESE PLANS.ALL.STATE AND LOCAL BUILDING CODES SHALL PREVAIL OVER ANY NOTES 269 6RO,ApWAY,HANOVM M14.SS,II.CHUSFITfS 02959 KINGSTON,MAS$,4CHUSETTS 0236d CUSTOM RESIDENCE SWEET NUMBER ANo/oR D1MENelada SHOWN ON THESE FUNS. PH 781.829.8961 E 781.829,8855 KPHDESIGNeGS.COM 12 SOUTH CEDAR ROAD,CENTERVILLE,MA p Al i r A9 A A9 2-2xb F'OSiB — ' 2x10 IL i9 I - ( v TURNED 2.10 CEILING JOISTS - • TURNED 2.10 CEILMG JOISTS - FLUSH FRAMED INTO 3-2xlOe FLUSH FRAMED INTO 3-2xIOs w JOIST NANGERS AT 16°OC HM s w JOIST ICC£RS AT I6°OC a e 3-13/4"x 9 IR"LVL FLUSH FRAMED w JOIST HAIICaER9 EE ZIWA JAL4 11 11 111 1 11 B 6-LVL POSTL ' C - 3 3/4 x 9 bx6 LVL POSTS VL HE ER I I C II TURNED 2.10 CEILING J0 lST9 FLUSH FRAMED MTO 3-1x10' a' 1 'w JOIST HANGERS AT 16"a 1 O I - I 1 - 2-,-POSTS ABOVE ON 3-1 3/A"n 11 I/4°LVL _ - HEADER WITH 2-2a6 STUD POOK.ET POST$ A B A5 AS 1� ATTIC FRAMING REVISIONS - CLIENT TITLE (GENERAL)CCMRACTOR SHALL VERIFY ALL CONDITIONS, lul EXISTING AND/OR PROPOSED.ANT DISCREPMICIEB MID/OR I_I�AI�1 PIP,LLC PROPOSED ATTIC FRAMING PLAN o ERRORS ARE TO BE MLLT RESOLVED PRIOR TO COMMENCING ®� � � i 11 BA7 SIDE LAN$ PROJECT ANT CONSTRICTION WITH THESE PLANS.ALL 9iA1E MIDt�WltI���Y���ewy����.�wu`. `1'Q �1w Q�,�/�1 I1,QCQ LOCAL BU LDMG CODES SHALL PREVAIL OVER ANT NOTES IF209 BROADWAY,HANOVM MASSACHUSUM 02=9 � KINGSTON,MASSACHUSETTS 02364 CUSTOM RESIDENCE o AND/OR DIMENs1CNssFloul+oNTHESEPLANS. PH 781.829.8961 F 781.829.8855 KPHDESIGNCCS.COM I2 SOUTI-I CEDAR ROAD,CENTERYILLI=,MA 1 s B A9 A AS 4x6 LVL POST DOWN TO 3-1 3/4'x 8 1/2'LVL HEADER K OVER SWGLE WINDOW WITH DOUBLE 2x6 JACK STUDS ' 1 J OVET&RAME b a ^8_ 111 2x12 RI I 1 1 141 1 u m m = 4x6 LVL POST DOIH TO 3-1 3/4'x 5 VS'LVL WEARER 3-1 3/4'x 8 IR'LVL CONTINUOUS OVER SINGLE WINDOW WITH DOUBLE 2.6 JACK STUDS A 9 Ag A5 i I Roof= FRAMING ,1 REVISIONS CLIENT TITLE PROJECT NUMBER FGI&TING AND RPRODOSED,ANY DIIT EPANCI S AND/OR A00 PROP03ED ROOF 1=RAMINCs PLAN py o AD2011FR3 ERRORS AND/OR PROPOSED.ANY VID PRIOR DISCREPANCIES C AND/OR LEAI�1 FP, LLC DRNLING SCALE ERRORS ARE TO BE FULLY RESOLVED PRIOR TO Ca4¢TICING PROJECT A11T coN3TRucna+wlnllra£sE PLANS.ALL STATE AND 11 BAY SIDES LANE /�����QC p�Q /� � I/4" I'-O" LOCAL BUILDING CODES SH4LL PREVAIL OVER ANT NOTES 209 BACppWAY,H MCVM MA6S,ACHUSE177S 023" I KI �T�,1 I AVT'RA�7FTT5 02364 TOM RESIDENCE �3 SHEET NUMBER AND/OR vIIgN91ON9 BHgIN ON TUE3E PlaNB. PH 781.829.8961 F 781.829.8855 KPHDESIGNOCS.COM I 12 SOUTH CEDAR ROAD,CENTERVILLE,MA p .J i <. n 9/8°EXTERIOR PLYWOOD SHEATHING /-� DRIP EDGE ARCHITECTURAL ROOF OW 1SLE8 3/4°x 1 VN°TRIM / ON 19-TAR PAPER ON 9/S°EXTERIOR PLYWOOD ROOF 8HEAT14MG 3/4°x 4°P/C TRIM / 3/4°n I IR°PVC TRIM / / 3/4°n 6°P.K SOFFIT ARCHITECTURAL ROOF SHNGLES / 3/4°X 4°P/C TRIM ON B°TAR PAPER ON 9/8°EXTERIOR / PLYWOOD ROOF SWFATMING / AZEK Aa'I-TS BED MOLDING / 9/4°n e°PVC FRIEZE BOARD 2FO f:.YTGFloe / PVC CROWN MOLDING METAL DRIP EDGE S/4"X 6"PVC RAKE x CLAPBOARD SIDEWALL ON HOUSE WRAP ON 1/2"EXTERIOR FLY.SHEATHING PVC EAVE CAP 2x6 STUD WALL 3/4'x 6°PVC FASCIA BOARD GUTTER GUTTER - -PETAL FLASHING EAVE CAP 3/4°z 6°PVC SOFFIT BOARD CURER S/4"z 8"PVC SOFFIT BOARD _ AZEK AZM-15 BED MOLDING AZEK AD•I-15 BED MOLDING 3/4"n S PVC FRIEZE BOARD 1.5 STRAPPING - 3/4°x B PVC FRIEZE BOARD TYVEX WRAP ON IR°EXTERIOR PLYWOOD SHEATHING 3/4"x B"PVC SOFFIT BOARD ' 3/4"x 8 PVC GOFrER BOARD CLAPBOARD 81DEW4LL , CLAPBOARD 81DEWALL ON HOSE WRAP ON 2.6 STUD WALL 1/2'EXTERIOR PLYWOOD SHEATHING A,ZEK Aa'I-19 BED HOLDING 3/4•n6PVC FRIEZE BOARD EAVE DETAIL EAVE RETURN SOLID SUBSTRATE V4:12(MIN) METAL CHIMNET CAP ROOFNG UNDERLAYMENT 2.2.4 BLOCKW. - - PROJECTED RAKE DETAIL A-A ' 3-2xe BLOCKING , VS"CONCRETE BACKERBOARD 2-2.4 BLOCJCING O 2x6 STUD WALL VT°EXTERIOR PLYWOOD SHEATHING 3_O° e I/t°CONCRETE BACKERBOARD MASONRY VO4EER OR STUCCO FINISH 2z10 NAILER CLEAT LAG BOLTED TO RAFTER RIDGE BOARD _ 2x6 NAILER LAO BOLTED 12'OC ARCHITECTURAL ROOF SHINGLES ON W TAR . PAPER ON V2"EXTERIOR PLYWOOD SHEATHING F 2.10 RAFTER FALSE CHIMNEY DETAIL REVI510N5 CLIENT TITLE PROJECT NUMBER (GENERAL)CONTRACTOR&WALL VERIFY ALL CONDITIONS, BUILDING DETAILS o AD2011DTL EXISTING AND/OR E FULLY RESOLVED ANY ED PRIOR AND/OR COMMENCING '� LEARY FP,LLC (p DRAWING SCALE ERRORS STR TO BE FULLY T ESE L PLANS. PRIOR A CCMHENCIW ANY CONSTRUCTION WITH THESE PLANS.ALL STATE Nm Il BAY SIDE LANE PROJECT LOCAL BUILDING CODES SHALL PREVAIL OVER ANY NOTES 209 BROADWAY,HANOVO,MASSA.CHUSBM 023" CUSTOM RESIDENCE r AS NOTED AND/OR DIMENSIONS BHOWJ ON THESE PLANS. KINGSTON,MASSA HUSETTS 02364 Q 6HEET NUMBER PH 781.829.8961 F 781.829.8855 KPHDFSIGNc�CB.COM 12 SOUTH CEDAR ROAD,GENTERVILLE,MA a ` FRAMING NOTES: FOUNDATION 4 CONCRETE NOTES: I.ALL FRAMING LUMBER SHALL BE HEM-FIR GRADE NO.2 OR S.PF.(SPRUCE-PINE-FIR)GRADE NO.I AND 2 OR APPROVED EQUAL(UNLESS I.SPREAD FOOTINGS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED SOIL HAVING AN ASSUMED MINIMUM ALLOWABLE OTHERWISE SPECIFIED)AND SHALL MEET THE REQUIREMENTS OF THE AMERICAN FOREST AND PAPER ASSOCIATION.THE MINIMUM ALLOWABLE BEARING CAPACITY OF 2 TONS F'ER SQUARE FOOT.A VERIFICATION OF THE SOIL BEARING CAPACITY BY A REGISTERED BENDING STRESS(Fb)SHALL BE 1050 PS.I.THE MINIMUM ALLOWABLE COMPRESSION STRESS(Fc)SHALL BE 400 PS.1.THE MINIMUM ALLOWABLE PROFESSIONAL SOILS ENGINEER 15 TO BE PROVIDED(IF REQUIRED)VERIFYING THE SOIL BEARING CAPACITY. MODULUS OF ELASTICITY(E)SHALL BE 1,400,000 P.S.I.OTHER FRAMING MATERIAL FOR INTERIOR NON-LOAD BEARING STUDS MAY BE SUBSTITUTED ONLY UPON APPROvAL OF THE ENGINEER 2.IF BEARING MATERIALS WITH A LOWER BEARING CAPACITY THAN 2 TONS PER SQUARE FOOT ARE ENCOUNTERED AT 2.ALL PRESSURE TREATED(CGA TREATED)DIMENSIONAL FRAMING LUMBER SHALL BE SOUTHERN PINE GRADE NO.2.THE MINIMUM ALLOWABLE THE SPECIFIED ELEVATIONS,THE UNDERLYING UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH BENDING STRESS(Fb)SHALL BE 1,050 PSI.THE MINIMUM ALLOWABLE COMPRESSION STRESS(Fc)SHALL BE 565 PSI.THE MINIMUM ALLOWABLE SUITABLE MATERIAL TO BE APPROVED BY THE ENGINEER OR PROVIDE 501L TEST RESULTS FOR ACTUAL FOUNDATION MODULUS OF ELASTICITY(E)SHALL BE 1000,000 PSI. DESIGN. 3.ALL PRESSURE TREATED(CGA TREATED)SOLID TIMBERS SHALL BE SOUTHERN PINE GRADE NO.2(UNLESS OTHERWISE SPECIFIED ON 3.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. DRAWINGS),THE MINIMUM ALLOWABLE BENDING STRESS MID)SHALL BE 1000 PSI.THE MINIMUM ALLOWABLE COMPRESSION STRESS(Fc)SHALL BE 400 PSI.THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BE 1,200,000 P51. 4.NO FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN GROUND. 4.ALL LVL'S TO BE 1.9E MICROLLAMS AS MANUFACTURED BY[LEVEL,OR APPROVED EQUAL.THE MINIMUM ALLOWABLE BENDING 5TRESS(Fb) - 5.FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED. SHALL BE 2000 PS.1.AS DESIGNED BY CAPE COD LUMBER INSTALL LVL MICROLLAMS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 6.BACKFILL FOUNDATIONS SHALL BE COMPACTED IN 6"LIFTS OF 95%COMPACTED GRAVEL AS APPROVED B7 THE 5.USE 3/4"TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING,5/6"EXTERIOR STRUCTURAL GRADE FIR(CI)X.) ENGINEER "1 PLYWOOD ROOF SHEATHING,AND 1/2"EXTERIOR STRUCTURAL GRADE FIR(CDX.)AT WALLS.ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR 1.BACKFILL EACH SIDE OF EXTERIOR WALLS SIMULTANEOUSLY. ` OTHER APPROVED SUPPORTS. 6.ALL EXTERIOR STUDS TO BE 2X6-16"O.C.AND INTERIOR STUD WALLS TO BE 2X4 MINIMUM a 16"O.C.UNLESS OTHERWISE NOTED. S.CONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE CODE FOR"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"AND"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". 1.USE FULLY NAILED METAL CONNECTORS(TECO,SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS.PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. S.CONCRETE FOUNDATION WALLS AND FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.5.1.AT 28 B.FOR ROUGH GABLE WALL WINDOW AND DOOR OPENINGS FOR 2x6 STUDS UP TO 3 FEET USE TRIPLE 2x6 HEADER BEAMS,FOR 3 TO 5 FEET,USE DAYS AND 3500 P.51.FOR SLABS,WITH A SLUMP OF NO MORE THAN 4"AND AIR ENTRAINMENT OF 4-6%.THE USE OF TRIPLE 2xB HEADER BEAMS,AND FROM 5 TO T FEET USE TRIPLE 2.10 HEADER BEAMS AND DOUBLES FOR INTERIOR 2.4 WALLS,EXCEPT AS NOTED CALCIUM CHLORIDE 15 NOT PERMITTED.PROVIDE PROPER CONCRETE PROTECTION OR HEAT IN COLD WEATHER AND. OTHERWISE ON PLANS OR SPECIFICATIONS.FOR ALL EXTERIOR DOOR OR WINDOW OPENINGS FOR 2.6 WALLS(BEARING WALLS)USE TRIFLE 2.8 HEADER MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH THE A.C.I. BEAMS FOR OPENINGS UP TO 3 FEET,TRIPLE 2.10 HEADER BEAMS FOR OPENINGS FROM 3 TO 4 FEET AND ALL OPENINGS 4 TO 6 FEET USE TRIPLE 10.STEEL REINFORCEMENT SHALL CONFORM TO AS.T11.615,GRADE 60. 1 3/4"x 9 114"LvL'e.ALL DOUBLE AND TRIPLE WINDOWS TO HAVE DOUBLE 2x6 STRUCTURAL MULLS BETWEEN WINDOWS.IF LVL's ARE SPECIFIED ON PLANS,PROVIDE SOLID 4.4 POST SUPPORTS FOR DOUBLE HEADERS AND SOLID 4.6 OR bx6 POSTS FOR TRIPLE HEADERS WITH METAL BASE AND POST CONNECTORS,OR AS OTHERWISE SPECIFIED ON THE PLAN. II.IT 15 RECOMMENDED THAT ALL CONCRETE SLABS ON GROUND SHALL BE REINFORCED WITH 6X6-10/10(MIN.)WELDED WIRE FABRIC PLACED AT MID-DEPTH,OR AS OTHERWISE SHOWN ON THE DRAWINGS.WELDED WIRE FABRIC S.ALL FRAMING TO BE INSTALLED IN ACCORDANCE WITH THE MASSAC14USETTS BUILDING CODE REQUIREMENTS AND GENERAL FRAMING PRACTICE REINFORCEMENT SHALL CONFORM TO A.S.TM.Ai85,AND SHALL LAP 6"MINIMUM OR ONE SPACE,WHICHEVER IS LARGER, AS DETAILED IN THE"ARCHITECTURAL GRAPHICS STANDARDS",BY RAMSEY 4 SLEEPER AND SHALL BE WIRED TOGETHER PROVIDE SUFFICIENT CHAIR OR SUPPORT BARS AS NECESSARY TO POSITION WELDED 10.ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS.USING AMERICAN PLYWOOD ASSOCIATION(A.PA.) WIRE FABRIC. GLUED FLOOR SYSTEM.WOOD GLUE TO BE CONTECH,INC.PL400 SUI5FLOOR CONSTRUCTION ADHESIVE,OR APPROVED EQUAL. 12.WHERE CONTINUOUS BARS ARE GALLED FOR THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS AND LAPPED AT 11.ALL WALL STUDS TO ALIGN WITH FLOOR JOISTS AND ROOF RAFTERS/TRUSSES EXCEPT WHERE DETAILED OTHERWISE. NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS.LAPS SHALL BE 40 BAR DIAMETERS,UNLESS OTHERWISE 12.BUILT-UP BEAMS(3 PIECES MAXIMUM)USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 3-100 NAILS AT 12" SHIN' O.C. BUILT-UP LVL'S ARE TO BE THRU-BOLTED WITH 1/2 INCH DIAMETER BOLTS AT 24 INCHES ON CENTERS STAGGERED TOP AND BOTTOM,OR 13.NOTIFY ENGINEER FOR INSPECTION OF COMPLETED INSTALLATION OF REINFORCEMENT AT LEAST 24 HOURS PRIOR TO SCREWED TOGETHER WITH POWER 5CREW5 AT 16"O.C.TOP AND BOTTOM OR AS OTHERWISE NOTED ON THE DRAWINGS,OR AS RECOMMENDED BY SCHEDULED PLACEMENT OF CONCRETE. THE MANUFACTURER INCREASE SCREWING AND BOLTING PATTERNS FOR SIDE LOADED MEMBERS. 13.ALL NAILS,FASTENERS,AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE NOT-DIP GALVANIZED.ALL SIMPSON CONNECTORS TO BE 14.PLACEMENT OF CONCRETE POURS FOR FOUNDATION WALLS OR GRADE BEAMS SHOULD NOT EXCEED 60 FEET IN ANY ti Z-MAX COATED.IF ACQ OR ACZA WOOD PER5ERvATIVE PROTECTIVE TREATMENT IS USED,THEN IT IS RECOMMENDED THAT ALL FASTENERS BE STRAIGHT LENGTH AND SHOULD HAVE A VERTICAL 2"X4"KEY WITH CONTINUOUS REINFORCING(40 BAR DIAMETER MADE OF STAINLESS STEEL. - MINIMUM)THRU THE CONSTRUCTION JOINT. 14.ALL I-JOISTS SIZE,INSTALLATION,BLOCKING,RIM JOISTS,WEB OPENINGS,HEADERS,WEB STIFFENERS,ETC.ARE TO BE DESIGNED BY THE I5.ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE MANUFACTURER SUBMIT DESIGN AND LAYOUT DRAWINGS FOR REVIEW. AMERICAN CONCRETE INSTITUTE.UNDER NO CONDITIONS SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. Ib.THE USE OF CONTROL JOINTS IN THE SLAB IS RECOMMENDED TO CONTROL CRACKING.SAW GUT TO A DEPTH OF THREE QUARTERS OF THE DEPTH OF THE SLAB.MAXIMUM SPACING NOT-TO-EXCEED 100 B.F. IT.DAMP PROOF ALL FOUNDATION WALLS BELOW GRADE,OTHER THAN FROST WALLS. . FOUNDATION GENERAL NOTES: 1.GENERAL CONTRACTOR TO CONFORM TO ALL LOCAL AND MASSACHUSETTS STATE BUILDING CODE REQUIREMENTS. - 2.GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AS SHOWN ON THE DRAWINGS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3.THE ENGINEER IS RESPONSIBLE ONLY FOR THE BEAM DESIGN SHOWN ON THE CERTIFIED BEAM CALCULATIONS. THE DESIGN AND LAYOUT OF ALL OTHER INFORMATION IS THE RESPONSIBILITY OF OTHERS AND MUST CONFORM TO THE MASSACHUSETTS BUILDING CODE REQUIREMENTS. 4.ALL HEATING,PIPING,INSULATION,ELECTRICAL,FIREPROOFING AND OTHER REQUIREMENTS ARE THE RESPONS- IBILITIES OF OTHERS. 5.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSIONAL CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN. 6.REFER TO STRUCTURES ENGINEERING'S CERTIFIED WFCM WIND DESIGN DRAWINGS FOR 110 MPH WIND DETAILS. I ,i 4 REVISIONS CLIENT JTITLE r PROJECT NUMBER ?GENERAL)AND/OR R ROP SHALL Y DISCREPANCIES ALL CONDITIONS, ®� I ?GENERA AND/OR PROPOSED.ANY D1801ALL CONDITIONS, AND/OR LEAD 1 ram,LLC FOUNDATION,CONCRETE +FRAMING NOTES 2 AD2011NT ERRORS ARE TO BE FULLY RESOLVED PRIOR TO C0WEMCMG Q 1 ,�'1C ANY CONSTRUCTION WITH THESE PLANS.ALL STATE AND 11 BAY SIDE LANE PROJECT HN DRAWING SCALE LOCAL BUILDING CODES SHALL PREVAIL OVER ANY NOTES 209 BROADWAY,HANOVER,MASSACHUSMS 023" KINGSTON,MASSACHUSETTS 02364 CUSTOM RESIDENCE ; NA AND,OR DIMENSIONS 9HOIUN ON THESE PLANS. PH 781,829.8961 F 781.829.8855 KPHDESIGN@CS.COM w - SWEET NUMBER 12 SOUTH CEDAR ROAD,CENTERVILLE,MA o� ��� REVISIONS: �c LOCUS INFORMATION No. DATE DESC. LOCUS CURRENT OWNER: LEARY FP, LLC OVERLAY DISTRICT: AP - ESTUARINE TITLE REFERENCE: DEED BOOK 30872, PAGE 82 NITROGEN SENSITIVE _ S ZONE: NOT A ZONE 11 CFp�T�y w n PLAN REFERENCE: PLAN BOOK 363, PAGE 67 FEMA FLOOD ZONE DISTRICT: AE ELEVATION 11.9 • ASSESSORS MAP: 186 DATED 7/16/14 PARCEL: 39-003 PANEL #25001CO563-J O Z ZONING DISTRICT: RD-1 MINIMUM LOT SIZE: 43,560 S.F. SETBACKS: FRONT 30' EXISTING LOT SIZE: 69,720f S.F. SIDE 10' -REAR 10' LOCUS MAP I CERTIFY TO THE 'BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND ` BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. ULATED) G " 148.64' tCALC CRAR.A. ` N8418'32 E (RECORD) FIELD v, N86'17'50"E 148.64' ( NO.3M cr $�8s�9FGISTEA�o��`o N/F �Al LOa S� LEARY FP, LLC MAP 186 �o• 8 +� �` PARCEL 39-003 ` 1 CPO,—.CPO,— 69,720f LOT TOTAL AREA PROFESSIONAL LAND SURVEYOR DATE 62,155t SF. IN RIVERFRONT ,per +� \ 1 1 CERTIFIED .O 13 PLOT PLAN • N --ew� lq 1w, 'n 0 WITH i NEW tlb DWELLING 12 LLjY �. ' IN 4116 C ENTERVI LLE Co M �✓ p ��S W 0o *A, lot. MAS SAC H U S ETTS (BARNSTABLE COUNTY) CZEN \ \ S / ' i96+• �O �8 N RAISED tkLo,% 'o ` / LAWN PATIO #12 r' O +�'�� N w W DWELLING ELE wi DECEMBER 7, 2018 Y N GAR. SLAB=12.6 METE MITIGATION \ 14 � o; 0 F. FLOOR=13.1 ' \ PLANTINGS J 0 1 'S6 UPPER FLOOR G� Uj =17.6 SE 3-5484 10 , c �n GAS ��O• \ �0, 4 "W 5� o DRIVEWAY \ .5 �`40 1 ETE �2 "W i 51 '� d LAWN .. SEPTIC LEACHING / ��. PREPARED FOR: i AREA �� 1 ` LEARY FAMILY FP, LLC 00 �b. / C/O JOHN .:BURNS 33 REFLECTION DRIVE BENCHMARK SANDWICH, MA 02563 EL. 7.95 NAD-1988 BURNSGOLF®AOL.COM CONC. BOUND CC 0 �` oo^� (FOUND) HOLE BSC IRON PIN ,� (BENT FOUND) , S� \\ \ J,`� 349 Route 28, Unit D West Yarmouth, Massachusetts 02673 508 778 8919 . ` G, 2018 The BSC Group, Inc.' / ` / SCALE: 1" 30' 0 3.75 7.5 15 METM H 0 15 ` 30 60r � / o / PROJ. MGR.. CRAIG FIELD ORDER OF CONDITIONS ISSUED ON JUNE 1 017 FIELD: A. NELSON / P. HAGIST AND RECORDED IN DEED �/ CALC./DESIGN: K. HEALY o BOOK 30596, PAGE 30. DRAWN: K. HEALY CHECK: CRAIG FIELD FILE: 9751—ASB.DWG o �%q DWG. NO: 6194-04 SHEET 1 OF 1 JOB. NO: 4-9751.01