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Home My WebLink About0068 CEDARWOOD ROAD (,43 I 77? Town of Barnstable Building Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept BMWSTASM MAS& Posted Until Final Inspection Has Been Made..p Permit f63 �� Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-16-S11 Applicant Name: JAMES H HARVEY Map/Lot: 020_078 Date Issued: 03/08/2016 Current Use: Zoning District: RF Permit Type: Sheet Metal Expiration Date: 09/08/2016 Contractor Name: JAMES H HARVEY Location: 68 CEDARWOOD ROAD,COTUIT _ _ _.Est. Project Cost: $9,500.00 Contractor License: 000002517 .Owner on Record: GADOURY,VINCENT J&ELIZABETH A Permit Fee: $85.00 Address: 191 FARM STREET Fee Paid: `$85.00 BLACKSTONE, MA 01504 Date: - 3/8/2016 Description: 4 zone forced hot air by gas 4 bath exhaust, 11'dryer exhaust&kitchen exhaust �� Project Review Req Building Official i This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:' ; I 1.Foundation or Footing 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (asset forth in MGL c.142A). . Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Commonwealth of Massachusetts Sheet Metal Permit i a� Date: a.J )PRESS 1 Permit Estimated Job Cost: MAR 0 g 2016 Permit Fee: $ Plans Submitted: YES NG N OF ®ARNSMUeviewed: YES NO Business License# �Q`� Applicant License# Business Information: Property Ov er/Job Location Information: 11--J Namev J)'1-Le�� (7,L,�/Ouxy Name: e�.�r1 � '�JIIQ Street: B Jro�J7 J� Street: (08, r 0 Dad City/Town: ,l//f?0 h m Inq Dd-6/9 City/Town: Q7 UL/ 6 Telephone:J09 q�� 006 Telephone: LJ 0 g'— Photo I.D. required/Copy of Photo I.D. attached: YES NO Staff Initial J-1 /unrestricted license J-2/M-2-restricted to dwellin s 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. �/ over 10,000 s . ft. Number of Stories: A 9 g } q" Sheet metal work to a completed: New Work. ✓/ Renovation: HVAC Metal Watershed Roofmg Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: z on iced h of air bq qa-5 hash ass d- ruer ex ast f ! INSURANCE COVERAGE: I have a current liabili insurance policy or Its equivalent which meets the requirements of M.G.L. Ch. 112 YesX No ❑ If you have checked Yes, 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 ❑ Signature of Owner or Owner's Agent By checking this box&,I hereby certify 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 Laws. Duct inspection required prior to insulation installation:YES NO Promss Inspections Date Comments Final Inspection Date Comments Type of License: By (Master Title ❑ Master-Restricted City/Town ❑Joumeyperson Signature of Licensee Permit# ❑Joumeyperson-Restricted Fee$ i License Number: ❑ Check at www.mass. ov/d I Inspector Signature of Permit Approval r Town of Barnstable Regulatory Ser vices J Blobard F.Sc4 ftvctor , ... B^ dbg Dt Abii . 'l4mPerrp,�m7d3�.Co�aner • 200 Mak Sft=4$yams,MA 02601 www Wwaba:nslabI&u== Office: 508462-4038 Fes 508-79Q-Q30 Prope4 Owner Must Complete and Sign This Section If Using A Builder as Qwmr of the subject PmPerty act on mybchaI� ' in aB maL�:is=ktive to wo=k a hps zed by this budding pemit apPE adna for. �g Ada W avd Aoa4 , C,,,4 L) I MA (Address of job) **Pool * Tool fences and alarms are the responsjl)&yof the applicant Pools are not to be filled or iifl6d before fence is installed and all final inspns are performed and accepted. j S- _ of Owner of Pzi=Namc PFint Name . Dam . ' - - - ._ ,. f . ;,•r�. _ _ _ TJHEA-1 OP ID:JN ACORO` DATE(MMIDDNYYY) CERTIFICATE OF LIABILITY INSURANCE 10/23/2015 PRODUCER Phone: 508-528-3310 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Keefe Insurance Agcy.Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Sst Central Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR F fox K ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ,n,MA 02038 lew Keras INSURERS AFFORDING COVERAGE NAIC# INSURED T&J Heating&Air Conditioning INSURERA:AmTrust Group Janice Harvey 121 Mechanic St INSURER B:Safety Insurance Company 39454 Bellingham, MA 02019 INSURER C:Liberty Mutual Insurance INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD'L POLICY NUMBER POLICY EFFETMMIDDCTIVE POLICY EXPIRATION1j&LN= TYPE OF INSURANCE DATE IMMIODNYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 C X COMMERCIAL GENERAL LIABILITY BKS56784088 08/15/2015 08/15/2016 PREMISES Ea occurenoe $ 300,000 CLAIMS MADE a OCCUR MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO- LOC XjECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 B ANY AUTO 6234724 08/15/2015 08/1512016 (Ea accident) ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (PER PERSON) $ X HIRED AUTOS BODILY INJURY is PROPERTY NON-OWNED AUTOS (PER ACCIDENT) $ PROPERTY DAMAGE $ (PER ACCIDENT) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 3,000,000 C X OCCUR ❑CLAIMS MADE US056784088 08/15/2015 08/15/2016 AGGREGATE $ DEDUCTIBLE $ X RETENTION $ 10000 $ WORKERS COMPENSATION X I WC STATU- OTH- AND EMPLOYERS'LIABILITY TO Y LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE YF-] WWC3167210 10/2412015 10/24/2016 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Plumbing,Heating&Air Conditioning Systems CERTIFICATE HOLDER CANCELLATION TOWNB-7 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION • DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Town of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 200 Main Street Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVEMattheW Keras ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations UV 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Auulicant Information Please Print Legibly Name(Business/Organization/Individual): — ` Address: f� Q. f ox ��'� City/State/Zip: h Ph Phone #: C)94919 AW,0-:�,am employer?Check the appropriate box: Type of project(required): 1. employer with V-5- _ 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1 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 are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 L❑Plumbing repairs or additions myself. [No workers'comp. c. 152, §1(4),and we have no 12.❑hoof repairs insurance required]t employees. [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and 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 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: W IF-S.0 O 'T O S CV Policy#or Self-ins.Lic.M w Gto 7,2d 0 Expiration Date: /D (o �2G� / Job Site Address: ir oo� City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify er a ains and penalties of perjury that the information provided above is true and correct Si ature: Date: Phone#: q 0 0 .i OJfic us o /Dp of write in this area,to be completed by city or town offkiaL Ci or n✓ 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 Pa-enn• Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver of trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the a ro riate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy irfor.mation(if necessary)'and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-7274900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 5-26-05 www.mass.gov/dia 03/04/2016 3:16 PM FAX 0002/0002 i 42 � •—CIS'/,-• i o • CONTROL# J200839 i IMPORTANT If your license is lost,damaged or destroyed;is Inaccurate;or needs to be corrected,visit our web Site at ma=9ov/dp1 for instructions to ensure the proper mailing of your Renewal , Application and any other correspondence. ; This license Is subject to Massachusetts General Laws and regulations.Your license is a privilege,and cannot be lent or assigned to any person or entity under penalty of law.Keep this license on your person or posted as required by IaW and/or regulations. • .I I • .I I' i Atlas Insulation Co., Inc. ❑ 116 Danielson Pike North Scituate, Rhode Island 02857 (401)647-2500 FAX(401)647-2545 www.atlasinsulation.com April 14, 2016 Building Inspector Town of Cotuit To Whom It May Concern: In regards to the insulation that was installed at 68 Cedarwood Dr. Cotuit,MA we used GACO Western 1/21b open cell foam that achieves an R Value of 4.21/inch and GACO Western 21b 183M closed cell foam that achieves an R Value of 6.7/inch . The two pound spray foam material that was sprayed in the rafters was sprayed to a minimum thickness of 6"to achieve an R-Value of R40. The exterior walls,garage house wall and the blockers were sprayed to a minimum thickness of 3 '/4"to achieve an R-Value of R21. The half pound spray foam material that was sprayed in the garage ceiling was sprayed to a minimum thickness of 9" to yield an R-Value of R38, the garage walls and interior partitions at the pipe bays were sprayed to a minimum thickness of 5 ''/2"to yield an R- Value of R22. We painted over the exposed attic and behind the kneewall with the DC315 Intumescent paint which acts as a thermal barrier. Please do not hesitate to call with any questions. Sin erely, Reid ischnowsky INSULATION SEAMLESS GUTTERS CLOSET SHELVING FIREPLACES i Town of Barnstable BARNSTABI:E. �.. Regulatory Services MASF, t°sa g Buildin .Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection— Location 4 �rmit Number Owner � y �� Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: VL i4 f' - N��2o w 6.,i4q cr) W i ��Do w P&6r� '770N 'f f. T } Please call: 508-862-4 8 for re-inspection. Inspected by Date �n l a r' r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 01A �-C vl �f Map arcel / l pplication # Health Division Date Issued A- ,-)h I I Conservation Division SDI( peyib,.f uvn w� ,& lout ��" Application Fee (JV rip �¢ PSI •Planning Dept. Lk1' ` Permit Fee - r "Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis �B �� ir, r� ./QC�Q drip •3 _l Project Street Address W CbA kti 6441,4 Village Co - -V A- . Owner VIA) G AJ)o�)P-U Address gi W A.A—Ek, & Kc 0S LV11(k- Telephone 1QJ[3 cti.L ( 5-o15 or a B f C)Q,3 Permit Request > Square feet: 1 st floor: existing proposed 2090 2nd floor: existing-------,proposed 1 ex Total new 00 Zoning District Flood Plain Groundwater Overlay Q Project Valuation � 02M Construction Type o Lot Size ✓ 2G�. Sr Grandfathered: ❑Yes ❑ No If yes, attach supporting cl cl'imen—,ation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) 34 E� Age of Existing Structure Historic House: 0 Yes ❑ No On Old King's High way: Os6es No c� Basement Type: 31611 ❑ Crawl 0 Walkout ❑ Other Basement Finished Area (sq.ft.) - Basement Unfinished Area.(sq.ft) o6& Number of Baths: Full: existing new . Half: existing new Number of Bedrooms:. • existing4n,fl, Total Room Count (not including,baths): existing new First Floor Room Count Heat Type and Fuel: &Gash? ❑ Oil ❑ Electric ❑ Other Central Air: WIes. ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: 0 existing ❑ new size_ Attached garage: ❑ existing ❑ new size —Shed: ❑ existing ❑ new size —.Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # [ Current Use Proposed Use S��klfz� �� COk 1 NG APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Vl �.) Telephone Number S& SN 117, P, CAI I (- Address License # 05 � rc• �' �� Home Improvement Contractor# Email Worker's Compensation # CUB ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �+ � 5 l�1-C441vA SA (� SIGNATURE DATE ,�I1 s FOR OFFICIAL USE ONLY APPLICATION# ? i }• DATE ISSUED MAP/PARCEL NO. t ` ADDRESS ' - VILLAGE OWNER DATE'OF'INSPECTION: FOUNDATION w�� o� �� G,�-e�E. 0 `T hq 4 FRAME eLY i zwl rkw— INSULATION &4 Im)I 4 ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r it FINAL BUILDING + Y • Y' DATE CLOSED•OUT ASSOCIATION PLAN NO. f-�1. L•n ii P t /, I Swanson Structural, Inc. Paul W. Swanson,P.E. 116 Forest Street Franklin, MA 02038 508-446-1042 April 8,2016 Vin Gadoury Construction,Inc. Vin Gadoury 191 Farm Street Blackstone,MA 01504 Subject: Wall Framing: King Studs New Single Family Dwelling: Gadoury Residence,68 Cedarwood Road, Cotuit,MA Dear Vin, I have reviewed with you the wall framing for your new residence in Cotuit. The double king studs, in conjunction with the exterior wall sheathing and blocking as installed, are structurally adequate to resist the wind forces per>the Massachusetts State Building Code, 8t' edition for the 110 mph wind zone. If you have any questions,please feel free to contact me. Sincerely, d-A of�4sra Aq PAULW.ANSO 1/� U S�RUCTURAI = v{i No.35334 Paul W. Swanson,P.E. 'r A�O�FCr'�S 'cQ'��`Q Swanson Structural, Inc. Ref. 5014ssroNAL��\� �� /b f — Message Pagel of 1 y. Roma, Paul From: Roma, Paul Sent: Tuesday,April 12, 2016 9:10 AM To: 'Vincent Gadoury' Subject: RE: Follow up on 68 Cedarwood Rd Rough Inspection request's Hi Vin, Photos/letter are good; Either Jeff or I will pick up original at insulation insp. Thanks, Paul -----Original Message----- From: Vincent Gadoury [mailto:vin.gadoury.construction@gmail.com] Sent: Monday,April 11, 2016 1:40 PM To: Roma, Paul Subject: Follow up on 68 Cedarwood Rd Rough Inspection request's Good afternoon Paul, I am following up on the request you had.regarding 68 Cedarwood inspection. Through bolts multi ply LVL-attached photo King stud and jack stud engineering letter from structural engineer-attached document Straps for garage headers-attached photo Hanger no longer and issue studs were framed under joist.No longer in need of hanger.-On site repair. Paul if you could confirm received. An on site wet stamp engineer letter will be available on insulation inspection. Many thanks Vin Gadoury Vin Gadoury Construction Inc. 5 Church Street Westwood MA 012090 Cell:,908.509.12'78 Office:.08.928.1022 Far:508.928.112;; Email:Vin.Gadoury.Construction(@gmail.com www.houzz.com/vin.gadouryconstr-uction Designs for Living Kitchen&Bath Center 5 Church Street Westwood MA 02090 Office:781.4o7.o6o6 Far:781.407.0202 www.houzz.com/designsforlivin cg e Exceeding your Expectations.....is what we do BEST! CONFIDENTIALITY NOTICE: This email transmission is intended only for the addressee shown above. It may contain information that is privileged.confidential or otherwise protected from disclosure. Any review,dissemination or use of this transmission or any of its contents by persons other than the addressee is strictly prohibited. If you receive this email in error,please contact me immediately upon receipt at my email address and delete the email. Thank you for your cooperation. 4/12/2016 aY g1��1/yok 6 dl kcl �U 2 �o LOT 202 LOT 201 �0, A.M. 020-078 o 40.265.9*SQ. FT. •O O , jf 9 i mQ S�AT�1f I �- I - PAVOIBR CN FOUNDATION �1 S zi Q[i �6 4v A, C� LOT 200 ry O o o) z LOOD ZONE x FOUNDATION CERTIFICATION RES ZONE.- RP WN: COTUIT SCALE 1"=50 PLREP 19-143 AWV N/A SETBACIfS.• 90=15'-15' YANKEE LAND SURVEY CO., INC. I CERTIFY 770 T7Ds' REST OF MY KNOWLEDGE THAT TAW MUMA27ON �4 � p v�� > 119 ROUTE 149 5 SHOWN ON TJff PLAN AS w ti` �� w MARSTONS MILLS, MA 02648 Jr AMW ON THE GROUND ® _ ,ate�F s nM 508-428-0055 FAX 508-420-5553 JOB DATE.•8115114 NUMBER 54994 Tlvl7�d6tovz i J, OAt -'ST�3tE 50OK5620 PAE .� - TOWN OF BARNSTABLE N �BlE�R6 r Zoning Board of Appeals ;g 03 H O DONALD P. RHUDE, ET AL q Deed duly recorded in the_....�.�.-` Property Owner -Ph tj County Registry of Deeds in Book C G LDONALD P. RHUDE ET AL _ ' Page Registry Petitioner W W District of the Land Court Certificate No. G Book. Page � v WC.3 Appeal No. 19 ' oc Z is i FACTS and DEOMION ; DONALD P. RHUDE, ET AL- Petitioner filed petition on_.__._.. __._._ 19 ; i requesting a variance-permit for premises. at __ Cedarwood Road in the village (5e«q of Cotuit adjoining premises of (see attached list) Locus under consideration: Barnstable Assessor's Map no. 20 lot no. 78 4' Petition for Special Permit: 0 Application for Variance: ❑made under Sec. of the Town of Barnstable Zoning by-laws and Sec. _ _._Chapter 40A., Mass, Gen. Laws to allow an undersized lot to be considered buildable for the purpose of Locus is presently zoned in RF c , Notice of this hearing was given by mail, postage prepaid, to all persons deemed affected and by publishing in Barnstable Patriot newspaper published in Town of Barnstable a copy of which is attached to the record of these proceedings filed with town Clerk. A public hearing by the Board of Appeals of the Town of Barnstable was field at the Town Office Building, Hyannis, Mass., at 7:45 P.M. February 5, 19 87 upon said petition under zouing by-laws. Present at the hearing were the following members: i Richard L. Boy Gail Nit;htineal,g__ __RQA§ILJAUsXL Chairman Luke P. Lally d 0_0�u i ' BOOKSUO P-AUE 349 At the conclusion of the Leming. the Board took said petition under advi.rment. A vier or the Iorus was made. by the Runrd. Appeul No.—._._ 1987-06 Page ___ of On February 5, - $7 The Board of Appeals found Attorney Robert J. Donahue represented the petitioners who are requesting a Variance for the locus at Map 20, Lot 78 Cedarwood Road, Cotuit consisting of 40,986 square feet in an RF zoning district. The petitioner seeks a variance from area requirements of approximately 2,574 square feet. The petitioners parents purchased both lots in 1955, Lot 94 contains the family home and lot 78 is the lot under consideration which has remained in its undeveloped state until June of this year when Mrs. Rhude passed away and the three children inherited the property. One of the children desires to stay in the family home as it had been the desire of the parents that the homestead should remain in the family; however, this is impossible unless this lot is sold. This is a heavily treed, sloping lot with no way that this lot could be added to in order to make it comply with current area requirements. If the petitioner is unable to utilize this lot, it would create a substantial hardship The lot is larger than-many in the area. Access to this lot will be off Piney to Cedarwood Road which is not a completed road. Luke Lally found that the lot does meet Variance requirements under Section 10, Chapter 40A, and that the granting of the Variance would not be substantially detrimental to the neighborhood. Based on the findings Luke Lally made a motion to grant the relief sought. Additional findings that the petition does meet topo- graphical conditions, and it is not in derogation of the Zoning By-law. The motion was seconded by Gail Nightingale. The Board consistin of R}}chard Boy, Gail Nightingale. Ronald Jansson and Luke P. Lally voted/�'oagran�'sEcie variance based on the findings. �T- _.., Clerk of the Town of Barnstable, Barnstable Cuunty, Massachusetts, hereby certify that twenty (20) days have elapsed since the Board of Appeals rendered its decision in the above entitled petition and that no appeal of said derision has been filed in the office of the Town.Ckefl::i' 0 Signed and Senled thjp •=A- ' ,17j,�2�,/f,,,` 19 under the pains and Penalties of perju% 17 Distribution:— Property Owner ��. Town Clerk '• ,• '• .-._ ...._._._..____.._�.__._----..._.. y 'J.,. a .� �' Board of Appeals Applicant 'town of Barustable Persons interested ' �'• Building Inspector ; , / t '• Public Information By 7 �X Rnnrd of Appeals Cliairmnn -1// • BOOKSMAUE PARTIES IN INTEREST 1987-06 DONALD P. RHME Meeting of 2.-05:-87 Dean & Patricia Boger 451 Main St, Cotuit, MA John & Catherine Heher 57 Swift Ave, Osterville, MA Helena Couhglin/allen Saunders 171 Allston St, Cambridge, MA John Conte P 0 Box 930, Cotuit, Ma Edgar & Rosalie Waldron 8264 Stafford Ln, Indianapolis, IN Txvm of Barnstable 367 Main St, Hyannis, Ma Town of Barnstable Conservation CaTmMain St, Hyannis, MA Geoffrey & Patrica Jackson 26 Bridge St, Norwell, MA Donald & Janice Mcchesney 12 Sargent cir, Attleboro,.Ma Norman & Annette Sloan 118 W 79th St, Newyork, NY Terence & Catherine Dewsnap Band College, Annandle-W-Hud, NY Robert & Janet Beal 73 Purtian Rd, Waban, MA Winslow & Alice Austin 109 Cedaxwood Rd, Cotuit, MA ARnold Mycock 81 Crocker Neck Id, Cotuit, Ma John & Catherin Heher 57 Swift ave, osteville, Ma Edson & Priscilla Scudder 119 W 71Sf St, New York, NY Donald Beth, & John Rhude 7 Fbrnw000d Rd, Acton, MA Janes & Gloria Vanblarcan 454 Bogert Ave-, Ridgwood, `:J Anne Leho„IIi.er/James Canavan Box 1655, Cotuit, MA Yarnuth Planning Board Sandwich Planning Board Mashpee Planning Boord TOWN OF RARMABLE ZONING BOARD OF APPEAIS NOTICE OF PUBLIC HEARING UNDER ZONING BYLAWS ZONING BOARD OF APPBAJS MBEMG OF JANUARY 22,1987 TO AD 13011IOns decreed Sec.1 t of Chap.40A of Gcnal LAws Commoner N of Appeals,under MU.Ntuarm and all amendments thereto,you an hereby notified that: Apprt No.198745,7:30 p.m.:Dkx L.Scioto has appealed to the Zaahtg Hoard of Appeals and petitions for a Varian,from intensity regulations to allow as undersized lot to be utilized as a buildable lot at Map 166,lot 22,coma of Sturbridge Dr.,and Newport Ln„CsmWvWe in an RC zentag dLtrld. , A public hearing will be held on this petition at 7:30 p.m. Appal No.1987-06,7:45 p.m.:Donald P.Rhode,at al has appealed to the Toning Board of Appeals and petitions for a Variance from intensily,regulations to&lbw an undersized lot to be utilized n a buildable WE at Map 29,lot 78. Cedarwood Rd..Cotull in an RF zoning district. A public hearing w01 be hdd oa this petition at 7:45 p.m. . Appel No.198747,8:00 p.m.:Robert M.Shialdt,Jr.,has appealed&deci. don of the Building Inspector and petitions for a V&dance/Spe"Permit to . adnstruct a garage'family room and deck within 35 feet of wetlands and lot lino -at Map 206-010-000 at 62 Long Beaph Road,Centerville In an RD nml% d3dtict. A public hearing will be held on this petition at 8:W p.m. Appeal No-IM411,8:15 p.m.;Oyster Harbors Club,Incorporated hex 10Pealed a decision of the Building Inspector and pothlons for a Special Permit 16 allow the golf can bare and caddy shack building to be rebuilt after being 1+ dsdwyed by Bn and Wending same beyond original f Vdat at Map 071.Let 4.1,Grand Island Drive,Os chile in an RF-1 zoning district. A public hearing will be held on this petition at B:13 p.m. ' These hearings win be held in the second Boor hearing room,New Town Hall, . 367 Main St.,Hyannis on Thundery evening,January 22.1987. You am invited to be peaent. ft-00er of the Zoning Board of Appeals. RICHARD L.BOY Ting Board of Appeals. Chahwao I Barnstable Pima Tanoary 8 and 15,1987 i r l MAR hEL��1�� t - 1 i � I - Ruth J:Weil, Town Attorney s cheduled Meeting ,1, 2009 I M b� V o, �`�� l� n� k- Ri uth J. Weil, Town Attorney 1 cheduled Meeting 1, 2009 k :;� � .--•—__...._._......,...._. . .. DDOK5994 PAGE 019...: .. ....-.. .. ., 73492 w JOHN LAWRENCE RHUDE, a/k/s.J. LAWRENCE RHUDE, of 255 Waquoit Road, Barnstable (Cotuit), Barnstable County, MA, DONALD PRESTON RHUDE, a/k/a DONALD P. RHUDE, of 7 Fernwood Road, Acton, Middlesex County, MA and BETH ESTHER RHUDE, a/k/a BETH E. HHUDE, of 33 Fresh Rond Place, Cambridge, Middlesex County, MA, as tenants in common and not as joint tenants at �GGtODkXx 69N �c in consideration of SEVENTY THOUSAND AND NO/L00 ($70,000.00) DOLLARS grant to McShane Construction Company, Inc., a Massachusetts corporation, of P.O. Box 679, Barnstable (Oeterville), Barnstable County, Massachusetts xs( with xiourlaim rournuutd the land in Barnstable (Cotuit), Barnstable County, Massachusetts, bounded and des- cribed as follows: NORTHWESTERLY by Lot 0237 as shown on the hereinafter mentioned plan, two hundred forty and no/100 (240,00) feet; EASTERLY by Lot 11202 as shown on said plan, one hundred ninety-throe and 60/100 (193.60) feet; SOUTHEASTERLY by Cedarwood Road, one hundred ninety-eight and 44/100 (198.44) feet, more or less; and WESTERLY by Lot #200 as shown on said plan, two hundred six and 92/100 (206.92) feet. Containing 39,300 square feet, more or less. Said parcel is shown as Lot U201 on a plan of land entitled, "Plan of Land belonging to Robert T. Fowler, showing Cotuit high ground, July 1, 1926, Bates and Chellman, Engineers, Jamaica Plain, Mass.", which plan is recorded at the Barnstable County Registry of Deeds in Plan Book 19, Page 143. Said parcel is subject to easements, restrictions and reservations of record, if any there be. There is granted as appurtenant to Lot 201, an easement, as hereinafter described, across the Gra tors' @@but iingg L¢¢t 0 3 shown ggn said plan, which easement shall be used for the/F�{(nco, Hus 3�lX pipilbe�t�ceg'!c, telephone and cable T.V. lines and passage between Crocker Neck Road, a public way, and Lot #201. The easement is described as follows: NORTHEASTERLY by the golf course, as shown on said plan, one hundred ninety-eight and 33/100 (198.33) feet; SOUTHEASTERLY by Lot 0201, as shown on said plan, fifteen and no/100 (15.00) feet; SOUTHWESTERLY by Lot 4237, as shown on said plan, one hundred ninety-eight and 33/100 (198.33) feet; and NORTHWESTERLY by Crocker Neck Road, a public way, fifteen and no/100 (15.00) feet. For grantors' title see Estate of Mary Rhude (Barnstable County Probate and Family Court Docket No. 86P-0536-E1). n I i 6OOK5994 P:GE 020 i Executed as a sealed instrument this 260 day of getboer, 18 87 jot# Lawr n Rhu e - ---'" D }d Preston R ucOC Both Esther Rhude �Pub�omnncuu�e�ltho��as>�dtu�etk� Barnstable se. October 26, 1087 Then porsonslly appeared the above namod John Lawrence Rhude and aoknowlodgod tho foreguing instrument to be4hroond d we NotarvI'Mo— t�icOflcRW+IKxpiros April 15, I094 REcoroEo OCT 2687 r IMM7100 nu U19 115377 QUITCLAIM DEED McSHANE CONSTRUCTION COMPANY, INC., a Massachusetts corporation, with a principal mailing address of P.O. Box 679, ^—�- Barnstable (Osterville), Barnstable.County, Massachusetts, i for consideration in the amount of FIFTY-FIVE THOUSAND AND 00/100 ($55,000.00) DOLLARS, PAID, , grants to MARY LOUISE JANOWICZ of 60 Berkshire Street, Cambridge, Massachusetts 02141, with QUITCLAIM COVENANTS, The land in Barnstable (Cotuit), Barnstable County, Massachusetts, bounded and described as follows: NORTHWESTERLY by Lot #237 as shown on the hereinafter mentioned plan, two hundred forty and no/100 (240.00) feet; EASTERLY by Lot #202 as shown on said plan, one hundred ninety-three and 60/100 ' (193.60) feet; SOUTHEASTERLY by Cedarwood Road, one hundred ninety-eight and 44/100 (198.44) feet, r more or less; and WESTERLY by Lot #200 as shown on said plan, two i hundred six And 92/100 (206.92) feet. i Containing 39,300 square feet, more or less. j Said parcel is shown as Lot #701 on.a plan of land entitled, Plan of Land belonging• to Robert T. Fowler, showing Cotuit high ground, July 1, 1926, Bates and Chellman, Engineers, Jamaica Plain, Mass.,, which plan is recorded at the Barnstable i County Registry of Deeds in Plan Book 19, Page 143. iI i Said parcel is subject to an easement to Cape and Vineyard Electric Company et al dated February' 4, 1950 and recorded with j Barnstable County Registry of Deeds in Book 741,.Page 471. j There is appurtenant to Lot 201 an easement, as hereinafter a described, across the abutting Lot #237, shown on said plan, a which easement shall be used for the connection of water pipes, electric, telephone. and cable T.V. lines and passes between Crocker Neck Road, a public way, and Lot #201. The easement is ! described as follows: i NORTHEASTERLY by the golf course, as shown on said plan, one hundred ninety-eight and k33/100 (198.33) feet; r ! I I i • I i I • BOOx%OOPOE .020 i I SOUTHEASTERLY by Lot #201, as shown on said plan, fifteen and no/100 (15.00) feet; SOUTHWESTERLY by Lot #237, as shown on said plan, one hundred ninety-eight and 33/100 (198.33) feet; and NORTHWESTERLY by Crocker Neck Road, a public way, fifteen and no/100 (15.00) feet. Said lot has the benefit of a Variance dated February 5, 1987 and recorded with said Registry in Book 5620, Page 348. For title, see deed duly recorded with the Barnstable County_ Registry of Deeds in Book 5994„ Page 19. IN WITNESS WHEREOF, the said McShane Construction Company, Inc. has caused its corporate seal to be hereto affixed and these presents to be signed, acknuwledged and delivered in its name and behalf by John J. McShane, Jr., its Presid nt and Treasurer,. ereto duly authurized, thisday of 1990. MCSHANE CONSTRUCTION COMPANY ! ` INC. f By: / John\J. McShane, Jr. COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: 1990 ! Then personally appeared the above-named John J.-McShane, Jr., Present and Treasurer, as aforesa' and acknowledged the foregoing instrument to be the fr a act anZed of McShane Construction Company, Inc., before,, C of rr]]ryry Public p My Commission E . ,a1rl� 6456s {{{ „a z 1 5. 40� 12 •� tM.t27p,\� m e o ar cc q xo rr �`ov� N 1 n 7 - R[�!�� rr"HAR 2z op 1 i BK12947 PG237 22783 04--1 4---2000 e 03 = 1 1 QUITCLAIM DEED 1. Mary Louise Janowicz of 3 Heritage Hill Drive, Lakeville, MA 02347 for consideration paid of ONE AND N0/100 ($1.00) DOLLAR grant to Anna Brigham-Janowicz with a mailing address of P.O. Box 943, Cotuit, MA 02635 with quitclaim covenants, the land in Barnstable (Cotuit), Barnstable County, Massachusetts, bounded and described as follows: NORTHWESTERLY by Lot 237 as shown on the hereinafter mentioned plan, two hundred forty and no/100(240.00) feet; EASTERLY by Lot 202 as shown on said plan, one hundred ninety-three and 60/100 (193.60) feet; SOUTHEASTERLY by Cedarwood Road, one hundred ninety-eight and 44/100 (198.44) feet, more or less; and WESTERLY by Lot 200 as shown on said plan, two hundred six and 921100 (206.92) feet. Containing 39,300 square feet, more or less. Said parcel is shown as Lot 201 on a plan of land entitled, "Plan of Land belonging to Robert T. Fowler, showing Cotuit high ground, July 1, 1926, Bates and Chellman, Engineers, Jamaica Plain, Mass.", which plan is recorded at the Barnstable County Registry of Deeds in Plan Book 19, Page 143. Said parcel is subject to an easement to Cape and Vineyard Electric Company et al dated February 4m 1950 and recorded with Barnstable County Registry of Deeds in Book 741, Page 471. There is appurtenant to Lot 201 an easement, as hereinafter described, across the abutting Lot 237, shown on said plan, which easement shall be used for the connection of water pipes, electric, telephone and cable T.V. lines and passes between Crocker Neck Road, a public way, and Lot 201. The easement is described as follows: NORTHEASTERLY by the golf course, as shown on said plan, one hundred ninety- eight and 33/100 (198.33) feet; SOUTHEASTERLY by Lot 201, as shown on said plan, fifteen and no/100 (15.00) feet; 9K12947 PG333 2278S SOUTHWESTERLY by Crocker Neck Road, a public way, fifteen and no/100 (15.00) feet. Said lot has the benefit of a Variance dated February5, 1987 and recorded with said Registry g Y in Book 5620, Page 348. For title see deed duly recorded in Book 7100, Page 19. Mary Pulse Janow' COMMONWEALTH OF MASSACHUSETTS Barnstable, ss Date: Apr%/ 3, a"-d Then personally appeared the above named Mary Louise Janowicz and acknowledged the foregoing instrument to be her free act and deed, before me, z�- 7�- Notqn. '" �C<'V►6af . mm' sion Expires: 81747E � ' BARNSTABLE REGISTRY OF DEEDS r ort,�F, Town of B arnstabl-e y ; Regulatory. Services : Thomas F. Geller, Dirertor Building Division Thomas Perry, GBO,Building Commissioner . 200 Main Street, Hyannis,MA 02601 " •-• www.town,barnstablama.us • O:Mce: 508-862-4038 Fax: 508490-6230 ' PLAN REVUE 4. Owner: U.)r-voo U-R T Map/Paxcel: OaO �Jg Project Address O;EbPaWbOD fi5.)B�ilder: .D(. mf p The following items were noted, on reviewing: A-Z fip4c.F 57� T-I L V-AL:T® Q iE(F- TSB i2-EQUEsT - t3 Dom' Pc. S a�,.,s y 10Dk4%-.. Reviewed by: DatE. y/23'Jy - l - o e e G � U G G G U G U u Effective Date: April 2nd, 2014 Western Surety , LICENSE AND PERMIT BOND G G U G KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 61988029 G U G Thatwe, Vin Gadoury Construction, Inc. G G U U of Cotuit G , State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of G Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal sum of One Thousand and 00/100 DOLLARS (Q,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 April 2nd 2015 , 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 thi$ty*ffvV�3. ),,days from the mailing of said notice, this bond shall ipso facto terminate and the Surety shall"t fereupod VR"ielieved from any liability for any acts or omissions of the Principal subsequent to said dale ;Regatc es f Ue number of years this bond shall continue in force, the number of claims made ag inis is bonds^and;the number of premiums which shall be payable or paid, the Surety's total limit of lib ley shall note cumulative from year to year or period to period, and in no event shall the Surety's total l abi it y o-alllUrai shexceed the amount set forth above. Any revision of the bond amount shall not be G G cumuulative. .4, 0 d��4406d��$a � G Datea Nlis 2nd day of April 2014 G 7 G 0 COR A in Gadour Construction Inc. ° � G o G SEAL Principal G U U G Principal G G U WESTE SURET COMPANY n G U G 0 G U G By U G U G Paul T.Bruflat, nior Vice President G G Form 532-12-2011 G G U fi U 6 U Copy 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 Attorney-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 61988029 for Vin Gadoury Construction, Inc. as Principal in the penalty amount not to exceed: $ 1,000.00 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 Attomeys-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 2014 vice President with the corporate seal affixed this 2nd day of April ' ATTEST WESTE N / URET COMPANY By L.Nelson,Assistant Secretary Paul T Bruflat,Vice President 40 STATE OF SOUTH DAKOTA '; c ss CA COUNTY OF MINNEHAHA .... .....��`��a` ,s�d"�ratleeesf� On this 2nd day of April 2014 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. �yyh�,g��hyhyh�ayaahyyy�,�h t 8 S. PETRIK a6I3As NOTARY PUBLICS a s SOUTH DAKOTA s ♦4h�i45h0h4494yb4�i�oASyy44�My Commission Expires August 11,2016 Notary Public 4s Form F1975-1-2012 ��N Copy ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 2nd day of April 2014 before me,the undersigned officer, personally appeared Paul T. Bruflat 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. tyyy4�O�oyySy555�hb�,00,ygg45+ f S. PETRIK SAE L NOTARY PUBLIC EAS s s SOUTH DAKOTA s ary Public—South Dakota +�yh�yyahwti�,s�,hyhsyy�shy+ My Commission Expires August 11, 2016 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) 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) COUNTY OF ss 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 C E 41 U Cd W v O Z a q CD � Z � W CZ Z � ~ v �4 0 9 w $4 o 0 co f� -� a REScheck Software Version 4.5.0 Compliance Certificate Project CONSTRUCTION OF NEW HOME GADOURY RESIDENCE Energy Code: 2009 1ECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 20%, Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 68 CEDARWOOD RD COTUIT OWNER:VIN&ELIZABETH VIN GADOURY GADOURY GC:VIN GADOURY CONSTRUCTION 94 WATERFIELD RD INC OSTERVILLE, MA 191 FARM ST 5085091278 BLACKSTONE, MA 01504 CELL 508.508.1278 OFFICE 508.928.1023 VINGADOURYCONSTRUCTION@GM AIL.COM Compliance: trade-off Compliance: 3.0%Better Than Code Maximum ILIA: 499 Your UA: 484 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 Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Floor 1: All-Wood joist/Truss:Over Unconditioned Space 2,080 30.0 0.0 0.033 69 Wall 1:Wood Frame, 16"D.C. 200 21.0 0.0 0.057 10 Window 1:Vinyl Frame:Double Pane with Low-E 25 0.320 8 Wall 2:Wood Frame, 16"o.c. 400 21.0 0.0 0.057 16 Window 2:Vinyl Frame:Double Pane with Low-E 96 0.320 31 Door 1: Glass 28 0.540 15 Wall 3:Wood Frame, 16"o.c. 36 21.0 0.0 0.057 1 Door 2:Solid 24 0.350 8 Wall 4:Wood Frame, 16"D.C. 400 21.0 0.0 0.057 13 Window 3:Vinyl Frame:Double Pane with Low=E 60 0.320 19 Door 3:Glass 24 0.320 8 Door 4: Glass 96 0.320 31 Wall 5:Wood Frame, 16"o.c. 200 21.0 0.0 0.057 6 Window 4:Vinyl Frame:Double Pane with Low-E 48 0.320 15 Project Title: CONSTRUCTION OF NEW HOME GADOURY RESIDENCE Report date: 03/23/14 Data filename: C:\Users\Owner\Documents\CEDARWOOD COTUIT\FINAL RES CHECK 68 CEDARWOOD RD Page 1 of 9 COTUIT.rck Cont.Gross Area Cavity or Door UA Perimeter U-Factor Door 5: Glass 40 0.320 13 Wall 6:Wood Fame, 16"o.c. — ^I - f 320 , 21.0 0.0 0.057 18 Wall 7,Wood Frame,16"•:o.c. „72 21.0 0.0 0.057 2 Window 5:Vinyl Frame:Double Pane with Low-E 30 0.320 10 Wall 8:Wood Frame, 16"o.c. -- 112• 21.0 0.0 0.057 5 Window 6:Vinyl Frame:Double.,Pane with-Low-E QW, 0.320 8 Wall 9:Wood Frame, 16"o.c. 152 21.0 0.0 0.057 7 Window 7:Vinyl Frame:Double Pane with Low-E 25 0.320 8 Wall 10:Wood Frame, 16" o.c. 156 21.0 0.0 0.057 9 Wall 11:Wood Frame, 16"o.c. 168 21.0 0.0 0.057 7 Window 8:Vinyl Frame:Double Pane with Low-E _ _ 0.320 14 Wall 12:Wood Frame, 16"o.c. 104 21.0 0.0 0.057 6 Wall 13:Wood Frame, 16"o.c. 96 21.0 0.0 0.057 4 Window 9:Vinyl Frame:Double Pane with Low-E 30 0.320 10 Wall 14:Wood Frame,.16"o.c. 104 21.0 0.0 0.057 6 Wall 15:Wood Frame, 16"Wt. 208 21.0 0.0 0.057 12 Wall 16:Wood-Frame,16"o.c._ 112 21.0 0.0 0.057 5 Window 10:Vinyl Frame:Double,Pane with Low-E 25 0.320 8 Wall 17:Wgod Frame, 16"io.c. 144 21.0 0.0 0.057 8 r Wall 18: Wood Frame, 16'•o.c., 128 21.0 0.0 0.057 6 Window 11:Vinyl Frame:Double.Pane with Low-E 25 J 0.320 8 Wall 19:Wood Frame, 16"o.c. 80 21.0 0.0 0.057 5 Ceiling 1: Flat Ceiling or Scissor Truss 1,824 38.0 0.0 0.030 55 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed buildi g s been desi ned to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirem li .. d in tl Scheck Inspection Checklist. C CLeINU - V/v GA, o Name-Title Signature' Date Project Notes: CONSTRUCTION OF A NEW 6 BEDROOM HOME-68 CEDARWOOD RD COTUIT Project Title: CONSTRUCTION OF NEW HOME GADOURY RESIDENCE Report date: 03/23/14 Data filename: C:\Users\Owner\Documents\CEDARWOOD COTUIT\FINAL RES CHECK 68 CEDARWOOD RD Page 2 of 9 COTUIT.rck REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 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 Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 :Construction drawings and ❑Complies ; [PR1]1 documentation demonstrate ❑Does Not ;energy code compliance for the :building envelope. ❑Not Observable ❑Not Applicable ; 103.2, ;Construction drawings and ❑Complies 403.7 documentation demonstrate ❑Does Not [PR3]1 :energy code compliance for :lighting and mechanical systems. ❑Not Observable Systems serving multiple []Not Applicable dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is; Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not on loads per ACCA Manual]or ; Cooling: Cooling: other approved methods. ❑Not Observable Btu/hr Btu/hr t-]Not Applicable ; ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CONSTRUCTION OF NEW HOME GADOURY RESIDENCE Report date: 03/23/14 Data filename: C:\Users\Owner\Documents\CEDARWOOD COTUIT\FINAL RES CHECK 68 CEDARWOOD RD Page 3 of 9 COTUIT.rck i i 2009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [F011]z protect exposed exterior insulation ;❑Does Not Q and extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CONSTRUCTION OF NEW HOME GADOURY RESIDENCE Report date: 03/23/14 Data filename: C:\Users\Owner\Documents\CEDARWOOD COTUIT\FINAL RES CHECK 68 CEDARWOOD RD Page 4 of 9 COTUIT.rck f Section Plans Verified Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions I Value Value & Req.ID ' 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FRl]1 ; ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, avers e . ; ; able for values. 9 ) ;❑Does Not t 402.3.3, 402.5 :[]Not Observable [FR2]1 ; ;❑Not Applicable ; ; 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance []Does Not ;with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.3.5 ;5unrooms enclosing conditioned U- U- ;❑Complies [FR8]1 ;space have a maximum j❑Does Not ;fenestration U-factor of 0.50 in ,Climate Zones 4-8.New glazing []Not Observable separating the sunroom from ;❑Not Applicable conditioned space must meet ; ;code requirements. ; 402.3.5 ;5unrooms enclosing conditioned U- U- ;❑Complies [FR9]1 space have a maximum skylight :❑Does Not U-factor of 0.75 in Climate Zones 48 ;❑Not Observable ❑Not Applicable 402.4.4 !Fenestration that is not site built ❑Complies (FR20]1 :is listed and labeled as meeting []Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housingfinterior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 !Supply ducts in attics are ; R- R- ;❑Complies ; (FR12]1 insulated to?R-8.All other ducts R_ R_ :❑Does Not in unconditioned spaces or ; outside the building envelope are; ❑Not Observable !insulated to>_R-6. ; ;❑Not Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 :air handlers,filter boxes,and []Does Not i building cavities used as return ducts are sealed. ❑Not Observable ; ❑Not Applicable 403.2.3 Building cavities are not used for ❑Complies ; [FR15]3 supply ducts. ._ ❑Does Not U []Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- R- ;❑Complies [FR17J2 above 105 QF or chilled fluids ;❑Does Not below 55 QF are insulated to aR- 3. ;❑Not Observable ; ❑Not Applicable 403.4 1 Circulating service hot water R- R- ;❑Complies [FR18]2 pipes are insulated to R-2. ;❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CONSTRUCTION OF NEW HOME GADOURY RESIDENCE Report date: 03/23/14 Data filename: C:\Users\Owner\Documents\CEDARWOOD COTUIT\FINAL RES CHECK 68 CEDARWOOD RD Page 5 of 9 COTUIT.rck Section Plans Verified Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID Value Value_ 403.5 Automatic or gravity dampers are ❑Complies [FR19)2 installed on all outdoor air ❑Does Not 0 intakes and exhausts. []Not Observable ' ❑Not Applicable Additional Comments/Assumptions: j 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CONSTRUCTION OF NEW HOME GADOURY RESIDENCE Report date: 03/23/14 Data filename: C:\Users\Owner\Documents\CEDARWOOD COTUIT\FINAL RES CHECK 68 CEDARWOOD RD Page 6 of 9 COTU IT.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, Wood ,❑ Wood [IN1 :[]Does Not table for values. 402.]1 2.E ❑ Steel ❑ ' Steel :❑Not Observable ; ❑Not Applicable 303.2, :Floor insulation installed per ❑Complies 402.2.6 manufacturer's instructions, and ❑Does Not [IN2]1 ;in substantial contact with the underside of the subfloor. ❑Not Observable ❑Not Applicable ; 402.1.1, ;Wall insulation R-value.If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.4, ;mass wall with at least%of the Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.5 ;wall insulation on the wall ; [IN3]1 :exterior,the exterior insulation Mass ❑ Mass :❑Not Observable :requirement applies. ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable 402.2.11 ;Sunroom wall insulation has a ; R- ; R- ;❑Complies [IN8]1 :minimum R-value of R-13.New ;❑Does Not ;walls separating the sunroom ; ,from conditioned space must :❑Not Observable meet code requirements. ;❑Not Applicable 303.2 ;Sunroom wall insulation installed ❑Complies [IN9]1 per manufacturer's Instructions. _ ' ❑Does Not []Not Observable ❑Not Applicable 402.2.11 ;Sunroom ceiling minimum R- R- ;❑Complies [IN10]1 insulation R-value of R-19 in ❑Does Not :Climate Zones 1-4, and R-24 in ' Climate Zones 5-8. ;❑Not Observable ;❑Not Applicable 303.2 ;Sunroom ceiling insulation is ❑Complies ; [IN11]1 :Installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: CONSTRUCTION OF NEW HOME GADOURY RESIDENCE Report date: 0/23/14 Data filename: C:\Users\Owner\Documents\CEDARWOOD COTUI-RFINAL RES CHECK 68 CEDARWOOD RD Page 7 of 9 COTUIT.rck i Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value.Where ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;> R-30 is required,R-30 can be ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.2 :used if insulation is not [FI1]1 ;compressed at eaves.R-30 may ;❑ Steel ❑ Steel ❑Not Observable !be used for 500 ft2 or 20% ; ;❑Not Applicable (whichever is less)where sufficient space is not available. 303.1.1.1,;Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ;300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 :insulation>R-value of the ;❑Does Not ;adjacent assembly. '❑Not Observable ❑Not Applicable 402.4.2, ;.Building envelope tightness ACH 50= ACH 50= ;❑Complies 402.4.2.1 verified by blower door test result: T]Does Not [FI17]1 ;of<7 ACH at 50 Pa.This ;requirement may instead be met ; []Not Observable 1 ;via visual inspection,in which ;❑Not Applicable ; case verification may need to :occur during Insulation Inspection. 402.4.3 Wood-buming fireplaces have - ❑Complies [Fil gasketed doors and outdoor ❑Does Not `e combustion air. []Not Observable ❑Not Applicable 403.2.2 ;Post construction duct tightness cfm cfm ;❑Complies ; [FI4]1 ;test result of 2-.8 cfm to outdoors, ;❑Does Not ;or<_12 cfm across systems.Or, ;rough-in test result of s6 cfm :❑Not Observable :across systems or s4 cfm ; ;❑Not Applicable ; ;without air handier. Rough-in test verification may need to occur ; during Framing Inspection. 403.1.1 Programmable thermostats ❑Complies ; [FI9]2 installed on forced air furnaces. []Does Not []Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not 'J ❑Not Observable ' ❑Not Applicable 403.4 Circulating service hot water ❑Complies ; [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on ❑Complies [FI12]3 heaters for swimming pools. ❑Does Not ❑Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters ❑Complies [FI19]3 and pumps are present. ❑Does Not U ❑Not Observable ' ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CONSTRUCTION OF NEW HOME GADOURY RESIDENCE Report date: 03/23/14 Data filename: C:\Users\Owner\Documents\CEDARWOOD COTUIT\FINAL RES CHECK 68 CEDARWOOD RD Page 8 of 9 COTUIT.rck r Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID , 403.9.3 Heated swimming pools have a ❑Complies [F120]3 cover.Covers on pools heated ❑Does Not over 90 QF are insulated to R-12. ❑Not Observable ❑Not Applicable 404.1 ;50%of lamps in permanent ❑Complies [FI6]1 fixtures are high efficacy lamps. ❑Does Not ❑Not Observable , []Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not V []Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not J equipment have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CONSTRUCTION OF NEW HOME GADOURY RESIDENCE Report date: 03/23/14 Data filename: C:\Users\Owner\Documents\CEDARWOOD COTUITWINAL RES CHECK 68 CEDARWOOD RD Page 9 of 9 COTUIT.rck i 2009 IECC Energy Efficiency Certificate ,Insulation Rating R-Value Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass& Door Rating UmFactor SHGC Window 0.32 Door 0.32 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments Anders Andersen Windows-Abbreviated Quote Report qn Project Name: GADOURY COTUIT ` Quote M. 185 Print Date: 03/20/2014 Quote Date: 03/18/2014 IQ Version: 14.0 Dealer. Customer. Billing Address: Phone: Fax. Sales Rep: DANA COONEY Contact: Created By: Trade ID: Promotion Code: Item Qty item Size(Operation) Location Unit Price Ext.Price 0001 8 TW3072(AA) UNIT-A RO Sin=V2vrWx7'47/8"H Unit Size=3'1618"Wx7'4718"H Unit,Equal Sash,Dark Bronze/PI White,(Top Sash)High Performance Low-E4 Glass,Divided Light with Spacer,Specified.Equal Lite,2W1H,7/8", High Definition Chamfer,Charnfer,Ext Grille-Dark Bronze,Int Grille-Prefinished White(Bottom Sash)High Performance Low-&Tempered Glass,Divided Light with Spacer,Specified Equal Lite,2W1H,7/8",High Definition Chamfer,Chamfer,Ext Grille-Dark Bronze,Int Grille-Prefinished White,2 Sash Locks(Includes 6 9/16"Factory Applied White-Painted Complete Unit Extension Jambs) Insect Screen,Dark Bronze Lock,Sash,TW,Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws) Zone:Northern U-Factor.0.31, SHGC:0.28, ENERGY STAR®Qualified:No 0002 2 7W210510(AA) UNIT-13 RO SIze=3'01/8"W x 6'0 7/8"H Unit Size o 2'11 5/8"W x 6'0 7/8"H Unit,Equal Sash,Dark Bronze/PI White,High Performance Low-E4 Glass,Divided Light with Spacer,Specified Equal Lite,2W1 H,718",High Definition . Chamfer,Chamfer,Ext Grille-Dark Bronze, int Grille-Prefinished White(Each Sash)(Includes 6 9/16"Factory Applied White-Painted Complete Unit Extension Jambs) Insect Screen,Dark Bronze Lock,Sash,TW,Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws) Zone:Northem U-Factor.0.31, SHGC:0.28, ENERGY STAR®Qualified:No Quote#: 185 Print Date: 0320/2014 Page 1 Of 8 iQ Version: 14.0 Item qty Item Size(Operation) Location Unit Price ExL Price 0004 1 P6050(F) UNIT-C ROSIze=6'03/8"Wx5'0318"H UnitSize=5'117/8"Wx4'117/8"H Unit,Dark Bronze/White-Factory Painted,High Performance Low-E4 Tempered Glass, Divided Light with Spacer,Custom,5-LT DIAMOND CENTER,0 Lites Rectangular,5 Lites Non-Rectangular,7/8",Ext Grille-Dark Bronze, Int Grille-Prefinished White(Includes 6 9/16"Factory Applied White-Painted Complete Unit Extension Jambs) CUSTOM GRILLE:Custom Grille may require prior approval CUSTOM GRILLE:Pricing is subject to review and approval CUSTOM GRiLLE:Drawing required for correct pattern/alignment Zone:Northern U-Factor.0.28, SHGC:0.31, ENERGY STARS Qualified:Yea 0006 1 TW28410(AA) UNIT-D R0SIze=2'81/8"Wx5'0718"H UnitS1ze=2'75/8"Wx5'07/8"H Unit, Equal Sash,Dark Bronze/PI White,High Performance Low-E4 Glass,Divided Light with Spacer,Specified Equal Lite,2W1 H,7/8",High Definition Chamfer,Chamfer,Ext Grille-Dark Bronze,Int Grille-Prefinished White(Each Sash)(Includes 6 9/16"Factory Applied White-Painted Complete Unit Extension Jambs) Insect Screen,Dark Bronze Lock,Sash,TW,Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws) Zone:Norther U-Factor.0.31, SHGC:0.28, ENERGY STARS Qualified:No 0008 1 AX61 M UNIT-E R0Size=6'03/8"Wx2'8"H UnitStze=5'11718"Wx2'71/2"H Unit,Dark BronzeNMte-Factory Painted,V Handing,High Performance Low-E4 Glass(Includes 6 9/16"Factory Applied White-Painted Complete Unit Extension Jambs) Insect Screen,White Hardware Pack,PSA,Estate Style-Oil Rubbed Bronze Zone:Northern U-Factor.0.29, SHGC:0.31, ENERGY STARS Qualified:Yes Quote#: 185 Print Date: 03/20/2014 Page 2 Of 8 IQ Version: 14.0 Item Qty Item Size(Operation) Location Unit Price Ext.Price 0007 1 AX61 (S) UNIT-E + RO Size=NIA Unit Size=NIA Art Glass,Classic Series,Diamond Ughts Panel,Color Palette-Clear Fan-Shaped Bevel,Background-Clear Antique,Came Finish-Antique + i 0009 6 TW18210(AA) UNIT-F ROSize=1'10118"Wx3'07/8"H Unit Size=1'96/8"Wx3'07/8"H Unit,Equal Sash,Dark Bronze/Pl White,High Performance Low-E4 Glass,Divided Ught with Spacer,Specified Equal Lite,2W1 H,718",High Definition Chamfer,Chamfer,Ext Grille-Dark Bronze,In Grille-Prefinished White(Each Sash)(Includes 6 9/16"Factory Applied White-Painted Complete Unit Extension Jambs) Insect Screen,Dark Bronze Lock,Sash,TW,Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws) Zone.Northam U-Factor.0.31, SHGC:0.28, ENERGY STAR®Qualified:No 0010 2 AR61 (1/) UNIT-G R0Size=6'03/8"Wx1'61/2"H Unit Size=5'11718"Wx1'6"H Unit,Darts Bronze/White-Factory Painted,V Handing,High Performance Low-E4 Glass(Includes 6 9/16*Factory Applied White-Painted Complete Unit Extension Jambs) Insect Screen,White Hardware Pack,PSA,Estate Style-Oil Rubbed Bronze Zone:Northem U-Factor.0.29, SHGC:0.31, ENERGY STAR®Qualified:Yes Quote#: 185 Print Date: 03/202014 Page 3 Of a M Version: 14.0 J ' Item Qty Item Size(Operation) Location Unit Price Ext.Price 0011 2 1 AR61(S) UNIT-G y RO Size=N/A Unit Size=WA y Art Glass,Classic Series,Diamond Lights Panel,Color Palette-Clear Fan-Shaped Bevel,Background-Clear Antique,Came Finish-Antique 0012 2 TW2842(AA) UNIT-H Fir-11 RO Size=2'101/8"Wx4'4718"H Un1tSlze=2'95/8"Wx4'47/8"H Unit,Equal Sash,Darts Bronze/PI White,High Performance Low-E4 Glass,Divided Light with Spacer,Specified Equal Ute,2W1H,7/8",High Definition Chamfer,Chamfer,Ext Grille-Dark Bronze,Int Grille-Prefinished White(Each Sash)(Includes 6 9/16'Factory Applied White-Painted Complete Unit Extension Jambs) Insect Screen,Dark Bronze Lock,Sash,TW,Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws) Zone:Northern U-Factor.0.31, SHGC:0.28, ENERGY STARS Qualified:No 0013 4 TW2846(AA) UNIT-I ROSize=2'101/8"Wx4'87/8"H Unit Size=2'9518"Wx4'8718"H Unit,Equal Sash, Dark Bronze/PI White,(Top Sash)High Performance Low E4 Glass,Divided Light with Spacer,Specified Equal Ute,2W1 H,7/8",High Definition Chamfer,Chamfer,Ext Grille-Dark Bronze,Int Grille-Prefinished White(Bottom Sash)High Performance Low-E4 Tempered Glass,Divided Light with Spacer,Specified Equal Lite,2W1H,7/8",High Definition Charnier,Chamfer,Ext Grille-Dark Bronze,Int Grille-Prefinished White(Includes 6 9/16"Factory Applied White-Painted Complete Unit E)tenslon Jambs) Insect Screen,Dark Bronze Lock,Sash,TW,Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws) Zone:Northern U-Factor.0.31, SHGC:0.28, ENERGY STARS Qualified:No Quote# 185 Print Date: 03/20/2014 Page 4 Of 8 IQ Version: 14.0 J ' Item Qty Item Size(Operation) Location Unit Price Ext.Price 0016 4 TW2436(AA) UNIT-I ' RO Slze=2'61/8"W x 3'8 7/8"H Unit Size=2'5 5/8"W x 3'8 7/8"H Unit,Equal Sash,Dark Bronze/PI White,High Performance Low-E4 Glass,Divided Light with Spacer,Specified Equal Lite,2W1 H,7/8",High Definition Chamfer,Chamfer,Ext Grille-Dark Bronze, Int Grille-Prefinished White(Each Sash)(Includes 6 9/16"Factory Applied White-Painted Complete Unit Extension Jambs) Insect Screen,Dark Bronze Lock,Sash,TW,Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws) Zone:Northern U-Fedor.0.31, SHGC:0.28, ENERGY STARS Qualified:No 0016 2 TW2846(AA) UNIT-K I I ROSize=2'101/8"Wx4'8718"H UnitSize=2'95/8"Wx4'8718"H Unit,Equal Sash,Dark Bronze/Pl White,High Performance Low-E4 Glass,Divided.Light with Spacer,Specified Equal Lite,2W1H,Mn High DefnMon Chamfer,Chamfer,Ext Grille-Dark Bronze,Int Grille-Preflnished White(Each Sash)(Includes 6 9/16"Factory Applied White-Painted Complete Unit Extension Jambs) Insect Screen, Dark Bronze Lock,Sash,TW,Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws) Zone:Norther U-Factor.0.31, SHGC:0.28, ENERGY STARS Qualified:No 0017 3 TW2846(AA) UNIT-L R0SIze=2'101/8"Wx4'87/8"H UnitSlze=2'95/8"Wx4'87/8"H Unit, Equal Sash,Dario Bronze/Pl White,High Performance Low-E4 Glass,Divided Light with Spacer,Specified Equal Lite,2W1 H,718", High Definition L� Chamfer,Chamfer,Ext Grille-Dark Bronze,Int Grille-Prefinished White(Each Sash)(Includes 6 9/16"Factory Applied White-Painted Complete Unit Extension Jambs) Insect Screen,Dark Bronze Lock,Sash,TW,Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws) Zone:Northem U-Factor.0.31, SHGC:0.28, ENERGY STARS Qualified:No Quote#: 185 Print Date: 03/20/2014 Page 5 Of 8 IQ Version: 14.0 Item My Item Size(Operation) Location Unit Price ExL Price 0018 2 TW2846(AA) UNIT-M F ROSize=2'101/8"Wx4'87/8"H UnitSize=2'9S/8"Wx4'87/8"H Unit,Equal Sash,Dark Bronze/PI White,High Performance Low-E4 Glass,Divided Light with Spacer,Specified Equal Lite,2W1 H,7/811,High Definition Chamfer,Chamfer,Ext Grille-Dark Bronze, Int Grille-Prefinished White(Each Sash)(Includes 6 9/16"Factory Applied White-Painted Complete Unit Extension Jambs) insect Screen,Dark Bronze Lock,Sash,TW,Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws) Zone:Northam U-Factor.0.31, SHGC:0.28, ENERGY STARS Qualified:No .\ 0019 1 AFOTD 12'0"x 8'0"(21-2R) UNIT-N } R0S1ze=12'03W'Wx8'03/4"H UnitSize=1210"WxW0"H Frame,6 9/16 Frame Depth,Bronze Sill,4 Panel,21-2R Handing, Dark Bronze/Pine,White-Factory Painted,(includes Matte Black Hinges,Flush Bolts) Left Operating Panel,21-2R Handing,Dark Bronze/Pine,White-Factory Painted,High Performance Low-E4 Tempered Right Operating Panel,21-2R Handing,Dark Bronze/Pine,White-Factory Painted,High Performance Low-E4 Tempered / 0021 1 FWHiD5080(APLR) UNIT-O . / RO Size=5'0"W x 8'0"H Unit Slze=4'11 1/4"W x r,ti 1/2"H Unit,6 9/16"Frame Depth,Bronze Sill,APLR Handing,Dark Bronze/Pine,White-Factory Painted,High Performance Low-E4 Tempered,Divided Light with Spacer,Specified Equal Lite,2W2H,7/8",Ext Grille-Dark Bronze,Int Species-Pine,Int Grille-White-Factory Painted,Factory Applied Oil Rubbed. Bronze Hinges Hinged Insect Screen,APLR,Dario Bronze Kit,Extension Jambs,Complete Unit Extension Jambs,APLR Handing,Pine,White-Factory Painted,71/8",Job Site Applied(For 6 9/16"frame depth) Hardware Trim Set,FWH/FWO,AP/PA,Newbury-'Oil Rubbed Bronze Lock,FWH/FWO,Exterior Keyed,Oil Rubbed Bronze,with Cylinders Keyed Alike Zone:Northem U-Factor.0.31, SHGC:0.21, ENERGY STAR®Qualified:Yes Quote M. 185 Print Date: 03/20/2014 Page 6 Of 8 iQ Version: 14.0 Item ay Item Size(Operation) Location Unit Price Ext.Price 0022 1 FWHID5080(APLR) UNIT-P ROSize=5'0"Wx8'0"H Unit Size=4'111/4"wx7'111/2"H 9 Unit,6 9/16"Frame Depth,Bronze Sill,APLR•Handing,Dark Bronze/Pine,White-Factory Painted, High Performance Low-E4 Tempered, Divided Light with Spacer,Specified Equal Ute,2W2H,7/8", Ext Grille-Dark Bronze, Int Species-Pine, Int Grille-White-Factory Painted,Factory Applied Oil Rubbed Bronze Hinges Hinged Insect Screen,APLR,Dark Bronze Kit,Extension Jambs,Complete Unit Extension Jambs,APLR Handing,Pine,White-Factory Painted,71/8",Job Site Applied(For 6 9/16"frame depth) Hardware Trim Set,FWH/FWO,AP/PA,Newbury-Oil Rubbed Bronze Lock,FWH/FWO,Exterior Keyed,Oil Rubbed Bronze,with Cylinders Keyed Alike Zone:Northam •U-Factor.0.31, SHGC:0.21, ENERGY STAR®Qualified:Yes All graphics viewed from the exterior Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets of fasteners or other items. Quote M 185 Print Date: 03/20/2014 Page 7 Of 8 iQ Version: 14.0 r 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): V GA v C6 VCT1oVVLT/'UC_ Address: l9 I FA&M, 9c City/State/Zip: Ripe lcS.forok- #: 90b 6o`1 r`a`7�°L �� KU-S Gt'Tlc, . Are you an employer?Check the appropriate box: ,/ Type of project(required): 1.521am a employer with -5 4. ❑ I am a general contractor and I employees(full and/or part-time).* 1}ave hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition workingfor me in an capacity. employees and have workers' y p �'• t 9. ❑Building addition [No workers' comp.insurance comp. insurance. 10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ P 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#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 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: GoA-A b DisL dZWCA, Policy#or Self-ins.Lic.#: Expiration Date: 7�,` i—,3vo Job Site Address: City/State/Zip: (,AJ_ 1 MA G a(v35 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a . fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ci rti d penalties of perjury that the information provided above is true and correct Sip-nature: Date: Phone#: 563 5 0a"11, I d-?U C_ AO s %a g 0?T l C Jft Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia A .'�0 CERTIFICATE OF LIABILITY INSURANCE 6 26/20OMIDOW"13 THIS CERTIFICATE�IS ISSUED AS A MATTER OF,INFORMATION ONLY AND,CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT:AFFIRMATNELY'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 REPRESENTATNE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(fes)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 endorsements). PRODUCER COWACIT Provider Insurance (+,rpm PHONE rww (781)444-0347 FAX c791)44a-69ta I AM 160 Gould Street Suite 130 INSURERM AFFORDING COVERAGE NAILS Needham MA 02494 INSURERANorfolk S Dedham 23965 INSURED INSURER a-Guard Insurance VINCENT GADOURY CONSTRUCTION INC. INSURER C: 191 FARM STREET INSURERD: INSURER E BLACKSTONE MA 01504 1 INSURER F: COVERAGES CERTIFICATE NUMBERs4aster 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. WSR TYPE OF INSURANCE POLICY NUrMER EFF PO EXP L1rQTS GENERAL LIABILITY —MaEACH OCCURRENCE S 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGEPREMISESocag"MMS lOO,OOO A CLAIMSMADE a OCCUR R06CL2791A /23/2013 /23/2014' MED EXP(AM ale 5 5,000 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GENL AGGREGATE LIMIT APPLIES PER:, PRODUCTS-COMROPAGG S 2,000,000 R POLICY PRO . LOC S AUTOMOBILE UABaJVY - - COMBINED BIN• U — l 000 000 A ANY AUTO BODILY INJURY(Per pmaen) $ ALL OWNED X SCHEDULED 091521" /23/2013 /23/2014 AUTOS Auros BODILY INJURY(P mty erscdd S X HIRED AUTOS X AUTOS NO ED - - PROP DAMAGE $ Madad payments JX X UMBRELLA LIAB OAR EACH OCCURRENCE a 1,000,000 A EXCESS LAB CWMSMADE AGGREGATE S 1,000,000 OED X RETENTIONS 10,00 090752711 /23/2013 /23/2014 B WORKERS COMPENSATION = AND EMPLOYERS'LUIBILITY y/N ER X ATU OTH- ANY PROPRIETOR/PARTNERIEXECUTNE (Mandl/MM tin Mo EXCLUDED) N/AJ WIRM10200 /23/2013 /23/2014 F�EACH ACCIDENT $ 500 000 N yes,desaae wWer El.DISEASE-EA EMPLOYEE $ 500,000 DESCRIPTION OF OPERATIONS Eelow EA-DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(nuft ACORD 10r,AdMonal Rvneft Umme apaee Is requbed) r CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL. BE DELIVERED IN For Info Purposes Only ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOROW REPRESENTATIVE illiam Darmy/ERN= `ry - ACORD 26(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. MPMEN with pdfFactory tridm6f�18fl'mru��n7.�'u "a*� c rT ''�".'� "''ram" �c cnniraitnerr/!/n/rn,Zxurc/n.,c//• Office of C44nsomer Affairs&Business Regufatiou, i. L►cense.or regisp atron valid pse.outy r> ME IMPROVEMENT;CONTRACTOR, befoie tbe,eapuation:date. If found'rcturo to: t egistratton• 13993i3 Type: office of Consumer Affairs and.Business Regulation ,•, t� 10 Park Plaza=Sude 517.0' p�ra Or 9/3J2015 ,Pmate Corporaao Boston,MA 02116. } VIN GADOURY.CON�TRUCTIONINC: s yINCENT,GADOUR r .-161 FARM STREET BLAbKSTONE,MA 0 504 UnderseeFetary Not valid without.signature - -- — t Massachusetts •Department of Public Safety " Board of Buildin 'Regulations and Standards.' ' . 9 . f Cnnetructir�n'Super isur °Unrestricted'=Baildings of any.use group which` License: CS-056586 ' coirtain less thaz►35,000 cubic feet(991m3)of ti:� „ sue# VIPfCENT J GAiUOtJRY .1'enclosed space. 191 FARM ST BLACKSTONE HA 0104 Expiration Commissioner 01/12/2015 - 3 Failure to possess a current edition of the Massachusetts. ti•; —__� —_„ _ I •State Building Code is cause for revocation of this license. - for OPs licensing information visit: www.Mass.Gov/DPs Massachusetts Department of Environmental Prot ec Barnstable File Number: Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions BCC- 0189 § 237-1 to § 237-14 Town of Barnstable Code ONLY A. General Information Important: Barnstable When filling 1.FrOm: Conservation Commission out forms on the computer, 2.This issuance is for(check one): a. ❑ Order of Conditions b. ® Amended Order of Conditions` use only the tab key to 3.To: Applicant: move your cursor-do not Paul Sullivan use the return a.First Name b.Last Name ke . c.Organization 218 Scudder Avenue d.Mailing Address Osterville MA 02655 ream e.City/Town f.State g.Zip Code 4. Property Owner(if different from applicant): Anna B. Janowicz a.First Name b.Last Name �V c.Organization P.O. Box 677 S BAMST,ABL : d.Mailing Address 9� &639. � Osterville MA 02655 e.City/Town f.State g.Zip Code 5. Project Location: 68 Cedarwood Road Cotuit a.Street Address b.Village 020 078 c.Assessors Map Number d.Assessors Parcel Number Latitude and Longitude, if known: 41. N 70.441772 E e.Latt itude itude f.Longitude 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Barnstable a.County b.Certificate Number(if registered land)/Plan/Lot# 23608 232 c.Book d. DEC 3 1 2009 July 2, 2009 Decembe 21 009 7. Dates: a.Date Notice of Intent Filed b.Date Publi&Keafing Closed c.Date of Issuance a. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Revised Site Plan a.Plan Title Tavares Land Design Wayne Tavares, R.L.A. b.Prepared By c.Signed and Stamped by November 25, 2009 1"= 20' d.Final Revision Date e.Scale f.Additional'Plan or Document Title g.Date wpafor n5.doc• rev.2/27/08 Bamstable revised 4/11/2008 Page 1 of 10 Massachusetts Department of Environmental Protection Barnstable File Number: ILIBureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions BCC- 0189 § 237-1 to § 237-14 Town of Barnstable Code ONLY B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: .Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work'is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. ❑ Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. ❑ Private Water Supply e. ❑ Fisheries f. ® Protection of Wildlife Habitat g. ❑ Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project,as proposed, is: (check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with.the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site,the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary(if available) a.linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies a.square feet b.square feet c.square feet d.square feet and Waterways e.c/y dredged f.c/y dredged wpaform5.doc• rev.2/27/08 Barnstable revised 4/11/2008 Page 2 of 10 Massachusetts Department of Environmental Protection Barnstable File Number: ILI Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions BCC- 0189 § 237-1 to § 237-14 Town of Barnstable Code ONLY B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet 9. ❑ Riverfront area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft square feet h.square feet i.square feet g. q q q j.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.square feet b.square feet c.c/y dredged d.c/y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches a.square feet b.square feet c.c/y nourishmt, d.c/y nourishmt. 14. ❑ Coastal Dunes a.square feet b.square feet c.c/y nourishmt. d.c/y nourishmt. 15. ❑ Coastal Banks a.linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet 18. ❑ Land Under Salt Ponds a.square feet b.square feet c.c/y dredged d.c/y dredged 19. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.c/y dredged b.c/y dredged 21. ❑ Land Subject to Coastal Storm Flowage a.square feet b.square feet wpaform5.doc- rev.2127108 Barnstable revised 4/11/2008 Page 3 of 10 1 Massachusetts-Department of Environmental Protection Barnstable File Number: . Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions BCC- 0189 § 237-1 to § 237-14 Town of Barnstable Code ONLY C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date.of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris,'including but not limited to lumber, bricks, plaster,wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected.property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MassDEP"] "File Number BCC- 0189 " wpaform5.doc• rev.2/27/08 Bamstable revised 4/11/2008 Page 4 of 10 ILIMassachusetts Department of Environmental Protection Barnstable File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions BCC- 0189 § 237-1 to § 237-14 Town of Barnstable Code ONLY C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden - stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited'in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 18. The work associated with this Order is(1)❑ is not(2)❑ subject to the Massachusetts Stormwater Policy Standards. If the work is subject to the Stormwater Policy,the following conditions apply to this work and are incorporated into this Order: a) No work, including site preparation, land disturbance, construction and redevelopment, shall commence unless and until the construction period pollution prevention and erosion and sedimentation control plan required by Stormwater Standard 8 is approved in writing by the issuing authority. Until the site is fully stabilized, construction period erosion, sedimentation and pollution control measures and best management practices (BMPs) shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan, and if, applicable, the Stormwater Pollution Plan required by the National Discharge Elimination System Construction General Permit. wpaform5.doc• rev.2/27/08 Barnstable revised 4/11/2008 Page 5 of 10 LlMassachusetts Department of Environmental Protection Barnstable File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions BCC- 0189 § 237-1 to § 237-14 Town of Barnstable Code ONLY C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) b) No stormwater runoff may be discharged to the post-construction stormwater BMPs until written approval is received from the issuing authority. To request written approval;the following must be submitted: illicit discharge compliance statement required by Stormwater Standard 10 and as-built plans signed and stamped by a registered professional engineer certifying the site is fully stabilized; all construction period stormwater BMPs and any illicit discharges to the stormwater management system have been removed; and all post-construction stormwater BMPs were installed in accordance with the plans (including all planting plans)approved by the issuing authority, and have been inspected to ensure they are not damaged and will function properly. c) Prior to requesting a Certificate of Compliance, the responsible party(defined in General Condition 18(e))shall submit to the issuing authority an Operation and Maintenance (O & M) Compliance Statement for the Stormwater BMPs. This Statement shall identify the responsible party for implementing the Operation and Maintenance Plan and also state that: 1. "Future responsible parties shall be notified in writing of their continuing legal responsibility to operate and maintain the stormwater management BMPs and implement the Pollution Prevention Plan; and 2. The Operation and Maintenance Plan for the stormwater BMPs is complete and will be implemented upon receipt of the Certificate." d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility, the issuing authority shall presume that the responsible party for maintaining each BMP is the landowner of the property on which the BMP is located. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement acceptable to the issuing authority evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans,the Operation and Maintenance Plan section of the approved Stormwater Report, and the Massachusetts Stormwater Handbook. g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three years including inspections, repairs,-replacement and disposal (for disposal the log.shall indicate the type of material and the disposal location); 2. Make this log available to MassDEP and the Conservation Commission upon request; and 3. Allow members and agents of the MassDEP and the Conservation Commission to enter and inspect the premises to evaluate and ensure that the responsible party complies with the Operation and Maintenance requirements for each BMP set forth in the Operations and Maintenance Plan approved by the issuing authority. h) All sediments or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. wpaform5.doc• rev.WV08 Barnstable revised 4/11/2008 Page 6 of 10 ILIMassachusetts Department of Environmental.Protection Barnstable File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions BCC- 0189 § 237-1 to § 237-14 Town of Barnstable Code ONLY C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) j) The stormwater management system approved in the Final Order of Conditions shall not be changed without the prior written approval of the issuing authority. Areas designated as qualifying pervious areas for purpose of the Low Impact Site Design Credit shall not be altered without the prior written approval of the issuing authority. k) Access for maintenance of stormwater BMPs shall not be obstructed or blocked. Any fencing constructed around stormwater BMPs shall include access gates. Fence(s)shall be at least six inches above grade to allow for wildlife passage. Special Conditions (if you need more space for additional conditions, please attach a text document): D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The Barnstable hereby finds(check one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: §237-1 to § 237-14 Town of Barnstable Code 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: §237-1 to § 237-14 Town of Barnstable Code 1.Municipal Ordinance or Bylaw 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions, attach a text document): See pp 7 1 7 2, and 7.3 wpaform5.doc- rev.2/27108 Bamstable revised 4/11/2008 Page 7 of 10 BCC-0189 amended Name: Paul Sullivan Approved Plan= Nov.25,2009 Revised Site Plan by Wayne Tavaras,R.L.A. Special Conditions of Approval I. Preface Caution: Failure to comply with all Conditions of this Order of Conditions may have serious consequences. The consequence may include: issuance of a Stop Work Order; fines; requirement to remove un-permitted structures; requirement to re-landscape to original condition; inability to obtain a Certificate of Compliance, and more. The General Conditions of this Order begin on Page 4 and continue on Pages 5,6,and 7. The Special Conditions are contained on Pages 7.1,7.2,and 7.3,if necessary. All Conditions require your compliance. II. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition Number 8 (recording requirement)on Page 4,shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work. 3. General Condition Number 9 on Page 4(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice one(1)week in advance of the start of work. 5. The lower work-limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer.An upper(construction)work limit shall be provided in consultation with the Conservation Agent. ' 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work-limit line. Effective sediment controls shall remain until the site is stabilized with vegetation,then they shall be i removed. p.7.1 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the : Conservation Commission. Note: the strawbales and siltation fence must show in the foreground (or bottom of the photographs. III. The following.additional Conditions shall govern the project once work begins: 8. General Conditions,Numbers 12 and 13 (changes in plan)on Page 5,shall be complied with.. 9. General Condition Number 17(maintaining sediment controls)on Page 5,shall be complied with. 10. The work limit shown on the approved plan shall be strictly observed. 11. There shall be no disturbance of the site,including cutting of vegetation,-below(on the wetlands side of) the work limit. This condition shall continue over time. 12. The Conservation Commission, its employees and its agents shall have a right of entry to inspect for compliance the provisions of this Order of Conditions. 13. Unless extended,this permit is valid for three years from the original date of issuance,until August 21, 2009. 14. The driveway French drains shall be provided as shown on the plan. It shall be maintained in good working order. This condition shall continue over time. 15. During construction, no area shall be left un-mulched or un-vegetated for more than thirty(30)days. All areas disturbed during construction shall be re-vegetated immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to re-vegetate disturbed areas at the conclusion of work. 16. All proposed lawn areas shall be underlain with a minimum of six(6)inches of loam. 17. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer must be used,only slow-release low-nitrogen(with 30-50%water insoluble nitrogen or `W.I.N') and low-phosphorus fertilizers shall be applied. Over-fertilizing shall be avoided (not-to-exceed limit= 1.pound of nitrogen per 1,000 sq. ft. of lawn per application). No fertilizer shall be spread.on hard surfaces such as driveways and sidewalks. 18. Work limit markers(wood stakes) shall remain in place until a Certificate of Compliance is issued for this project. A full or half-rail fence(or approved alternative)shall be constructed and maintained as shown on the plan. 19. The split-rail fence shown on the revised plan is disallowed,and shall not be constructed. p.7.2 IV. After- all work is completed, the following.condition must be promptly met: 20. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be.completed and returned with the request for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect, landscape architect or land surveyor, a written statement by such a professional shall be submitted,certifying. substantial compliance with the plans, setting.forth what deviation(s), if any, exists with the record plans approved in the Order. This statement shall accompany the request for a Certificate of Compliance,along with an updated sequence of color photographs of the undisturbed buffer zone. p.7.3 LIMassachusetts Department of Environmental Protection Barnstable File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions BCC-0189 § 237-1 to § 237-14 Town of Barnstable Code ONLY E. Issuance This Order is valid for three years, unless otherwise specified as a special DEC 3 1 2009 condition pursuant to General Conditions#4,from the date of issuance. 1.Date of Issuance Please indicate the number of members who will sign this form: 5 This Order must be signed by a majority of the Conservation Commission. 2.Number of signers The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office, if not filing electronically, and the property owner, if different from applicant. Signatures: \ c Notary Acknowledgement Commonwealth of Massachusetts County of Barnstable p On this Day 3 0 A of Month Year Before me, the undersigned Notary Public, personally appeared Name of Document Signer proved to me through satisfactory evidence of identification,which was/were Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of Barnstable Conservation Commission City(Town f Signature o ' U1F,T,E BOOKBINDER OOINDER (� hi Fly 1 Printed NaM- MyMaw' - UH OF I`rt�1sSACHUSEITS Place notary seal and/or any stamp above Commis This Order is issued to the applicant as follows: ❑ by hand delivery on ® by certified mail,return receipt requested,on DEC 3 12009 Date Name Signature Date wpaform5.doc• rev.2/27/08 Barnstable revised 4/11/2008 Page 8 of 10 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Barnstable File Number:: WPA Form 5 - Order of Conditions BCC- 0189 § 237-1 to § 237-14 Town of Barnstable Code ONLY F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions.The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to.the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or Determination, or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, §40), and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. Section G, Recording Information is available on the following page. wpaform5.doc• rev.2127/08 Bamstable revised 4/11/2008 Page 9 of 10 r ILIMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Barnstable File Number: WPA Form 5 - Order of Conditions BCC- 0189 § 237-1 to § 237-14 Town of Barnstable Code ONLY G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on this page shall be submitted to the Conservation Commission listed below. ; Barnstable ; Conservation Commission ,• Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. ------------------------------------------------------------ -------------------------------------------------------------- To: Barnstable Conservation Commission Please be advised that the Order of Conditions for the Project at: 68 Cedarwood Rd., Cotuit, MA BCC-0189 Project Location Barnstable File Number Has been recorded at the Registry of Deeds of: Barnstable County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land,the document number identifying this transaction is: S Document Number' Signature of Applicant wpaform5.doc• rev.2/27/08 Bamstable revised 4/11/2008 Page 10 of 16 Town of Barnstable Regulatory Services NBARWSTM Richard V.5cali,Interim Director �o, " Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete.and Sign This Section If Using A Builder I, b 1 N G AW V/Z Y ,as Owner of the subject ptoperty hereby authorize V i N GA00 u IL V C)A)IOV L to act on tap behal in all matters relative to work authorized by this building permit (o g C rz-b A 6Lw o u (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant N 640UL V I/V GPDOL)fL Print Name Print Name Date Town of Barnstable Regulatory Services Richard V.Scab,Interim Director Building.Division - RARNS,r.1B _ II Tom Perry,Building Commissioner 9� s �� 200 Main Street, Hyannis,MA 02601 QED 11�� www.town.barmstable.ma.us Office: 508-862-4038 Fax: 508-790-6250 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB 10CATIOi<i ' number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town stale zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persou(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Appioval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S FXEMTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness.often results in serious problems,.particularly when the homeowner hires unlicensed persons. In this case;our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q-XWPFH FC\FORho\l)ufldmg permit formslEXPRESS.doc . Affidavit of Substantial Financial Interest I, Vi vJ GAhO U(LI of qq W 4"411 E�_ 054gvl 1)k, on oath depose and state-as follows: 1. 1 am an applicant for a building permit fort property located at Map ! D , Parcel C. The address of the property is 9 ( ea, -�- . 2. 1 have • 100 % 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 from today's date, which is 3/asP9 , 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: Name ��' s��l�v�v Address Zr$ 5,;JJ dsv,IlE MA-oxSS" 4. Within the last twelve months, from today's date, which is 3 JzSJ14 I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: /r/fA.- --Nol'r- Map/Parcel Address. 5. Within this calendar year, I have submitted 1( building permit applications for property in which.I have a 1% or greater legal or equitable interest. 4 O C"p,2waod RA-Eo}vr� 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted t building permit applications for property in which I have a 1% legal or equitable interest. 6S C"AcwcoD Q,�. Co�v -� 8. Within this month, I have received Q building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perju , this ?,Sday of MA46% , 200y 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT w q NIEMORANDUM • Illy TO: Paul Sullivan FROM: btk RE: 68 Cedarwood Road, Cotuit DATE: April 1.3, 2009 This memorandum concerns itself with the buildability of the lot located at 68- - Cedarwood Road, Cotuit, MA shown as LOT 201 on-the plan of land entitled "Plan of Land Belonging to Robt.T. Fowler Showing Cotuit Highground"filed in Plan Book 19, Page 143 at the Barnstable County Registry of Deeds. The land is located in an RN residence zoning district requiring a minimum area of 43560 sq feet, frontage of 20 feet,width at the building setback line of 125 feet, with minimum yard setbacks of 30 feet front yard and 15 feet side and rear -yards. The land is also located in the RPOD district requiring a minimum area of two acres. As you know, we have discussed the following issues: 1. lack of constructed frontage: We have a response from the building commissioner, Tom Perry, indicating that he will be satisfied with a fourteen foot• wide traveled surface with fourteen feet of clearance in order for him to issue a building permit; 2. undersized.lot: Attached hereto is a copy-of the variance issued to the prior owners, Donald P. Rhude, et al, dated February 5, 1987 and recorded on March _ 23, 1987 to allow an undersized lot to be:considered buildable. By deed recorded on October 26, 1987 in Book 5994, Page 19, the lot was conveyed to McShane Construction Company, Inc. I have discussed the matter with Tom Perry as to whether, in his opinion, the variance was.duly exercised within the one year period required by the Zoning Act. I submitted to him a copy of the variance,the above deed and the succeeding deeds of the lot including the deed to your seller, Anna Brigham-Janowicz. Mr. Perry satisfied himself that the tot has remained in ownership separate from any adjoining lots and determined that the relief under the variance is still available to allow the construction of a single family house on the lot. 3. applicability of the RPOD increased lot size: Again, I have specifically discussed the matter with Tom Perry and; without hesitation, he indlcated that the RPOD lot size requirement is not applicable to the lot as it has the benefit of a vested right under the variance to use the lot for residential building purposes. As I mentioned to you, I also reviewed that matter of-the applicability of the RPOD area requirement with Mike Ford and he was also, without hesitation, convinced that the vested variance rightiprotect the lot from the increased area requirements under the RPOD. . 1 . l „ .. 4;board of health and-wetland issues: We have agreed that you are handling both issues and; I understand`that you are satisfied with your ability to locate a four bedroom onsite septic system on the lot without need for any variance and that you have discussed the wetland issues with Rob Gatewood and are satisfied that there are no insurmountable issues with the*Conservation Commission in F= improving the road as required by Tom Perry and construction a four bedroom home on the lot. 5.3i•. MWT OA �c I�V1 ."h 111 p.. 1.Si_.. .... f ` BCC-0199-Sullivan Page 1.of 1 Paul Sullivan and Barbara Murphy From: Stepanis,Fred IFred.Stepanis@Wm.bamstabte.nin.us] Sent: Friday,October 12,201212:10 PM To: sWmurwedzon.net Cc.. Tavares 1_arid Design and EmvironmmnW SerAoes Subject BCC-0189-Sullivan Dear Mr.Sullivan: Thank you far ding the status of your house consbruction.project at 68 CedarMood Road,Cob& understand that the access portion of the driveway has been wmpleted.but construction of the house will not begin for another year or so. This pe mit flits the definition of"approver and meets"time period"requirement of§173 of the Permrt ExWnsion Act,as it Is an approval that was active b8hman August 15,2008 and August 15,2012.1 have a added 4 years to the Order of Conditions ft will now mom August 21,Ma Once the project Is Completed,You will have Wayne Tavares Mquest a Certificate of Comptance. I witi return your OCT 4,2012 Certjticate of Compoanoe request and clie&. Please send an a mWI"Reply"to acknowledge receipt of this a-imil. . Sinoeely yours, Fred Stepani%Assistant Conservation Dlvislon Town of Barnstable 200 Main Street Hyannis,MA 02601 phone:508-8624046 Please consider the environment before printing this email. 10/15/2012 { fi. +E3LROY&WARREN, P.C. ATTORNEYS AT LAW THE ISAAC P.FAIRFIELD HOUSE 67 SCHOOL STREET BERNARD T.KILROY P.O.BOX 960 HYANNIS,MASSACHUSETTS 02601-0960 TELEPHONE(508)771-6900 TELEFAX(508)775-7526 e-MAIL:bkclroncastnet February 5,2014 Town of Barnstable 200 Main Street Hyannis,MA 02601 RE:Vacant lot located at 68 Cedarwood Road,Cotuit-Assessors'Map 20,Parcel 78 AM Thomas Perry,Building Commissioner Dear Mr.Perry: This office represents the current owners of the property, Paul J. Sullivan and Barbara J.Murphy, who are in ft process of selling the property and,in order to complete the sale,need my opinion that a•four bedroom single family dwelling may be constructed on the lot as a matter of right. At the time my clients purchased the property in 2009,I discussed the issue of buildability with you and developed the attached memorandum, Also enclosed is a copy of the variance decision as recorded and referenced in the memorandum allowing an undersized lot to be built upon. My clients fled a Notice of Intent(`NOI) with the Conservation Commission and received and recorded an Order of Conditions in Book 23992, Page 184 and an amended Order of Conditions in Book 24466,Page 121 regulating the construction of a 4 bedroom dwelling and the construction of the driveway to create the constructed frontage which you indicated would be necessary in order for you to issue a building permit Enclosed is a copy of the Site Plan filed with the NOI showing the driveway construction within the layout of Cedazwood Road connecting to the end of the existing pavement therein.. As I understand from my client,the driveway has been constructed in accordance wills the approved site plan and that the Conservation Commission will issue a certificate of compliance for that work but would like to wait until the dwelling is completed and will then issue the certificate for both the driveway and the dwelling improvements_ I hereby cext�y to you that from and after the recording of the.above referenced variance to the date of this letter,'the lot has been in ownership and control separate f:vm any adjoining land. In nV opinion,the relief granted under said variance was exercised within the year fi=its issuance by the conveyance of the Iot by the recipient of the relief to a third party, McShane Construction Company,Inc. in reliance thereon, under the holding in Hogan v. Hayes, 19 Mass.App.Ct. 399,no lapse of said relief has occurred and a binding permit may be issued for a single family residence" thereon provided the dwelling meets all current sideline,setback and height requirements. Very truly furs, Bernard T.161roy Enc. MEMORANDUM TO: Paul Sullivan FROM:btk RE 68 Cedarwood Road,Cotuit DATE:April 13,2009 This memorandum concerns itself with the buildab0ity of the lot located at 68 Cedarwood Road,Cotuit MA shown as LOT 201 on the plan of land entitled"Plan ofland Belonging to Robt T.Fowler Showing Cotuit Highgrou nd"filed in Plan Book 19,Page 143 at the Barnstable County Registry of Deeds. The land is located in an RF1 residence zoning district requiring a minimum area of 43560 sq feet,frontage of 20 feet,width at the building setback line of 125 feet with minimum yard setbacks of 30 feet front yard and 15 feet side and rear yards. The land is also located in the RPOD district requiring a minimum area of two acres. As you know,we have discussed the following issues: 1. g= We have a response from the building commissioner, Tom Perry,Indicating that he will be satisfied with a fourteen foot wide traveled surface with fourteen feet of clearance in order for him to issue a building permits 2- undersized =Attached hereto Is a copy of the variance Issued to the prior owners, Donald P.Rhude,et al,dated February 5,1987 and recorded on March 23,1987 to allow an undersized lot to be considered buildable.By deed recorded on October 26,1987 in Book 5994,Page 19,the lot was conveyed to McShane Construction Company,Inc. I have discussed the matter with Tom Perry astowhether,in his opinion,the variance was duly exercised within the one year period required by the Zoning Act I submitted to him a copy of the variance,the above deed and the succeeding deeds of the lot including the deed to your seller,Anna Brigham-Janowim Mr.Perry satisfied himself that the lot has remained in ownership separate from any adjoining lots and determined that the relief under the variance Is still available to allow the construction of a single family house on the lot 3. D Tn"aasadIaLsue: Again,I have specifically discussed the matter with Tom Perry and,without hesitation,he indicated thatthe RPOD lot size requirement is not applicable to the lot as it has the benefit of a vested right under the variance to use the lot for residential building purposes. As I mentioned to you,I also reviewed that matter of the applicability of the RPOD area requirement with Mike Ford and he was also,without hesitation,convinced that the vested variance rights protect the lot from the increased area requirements underthe RPOD, 4. We have agreed that you are handling both issues and,I understand that you are satisfied with your ability to locate a four bedroom onsite septic system on the lot without need for anyvarlance and that you have discussed the. wetland Issues with Rob Gatewood and are satisfied thatthere are no insurmountable issues with the Conservation Commission In improving the road as required by Tom Perry and construction a four bedroom home on the lot. �8 / Town of Barnstable Conservation Commission Form C 200 Mabn ShLmt Hymes massadwseft 02601 Office: 50"624093 13-Un1 FAX 50897E-2412 C$rdfieffbe of Comoliance Request SE3-ff& OOC ezpiratiom date:� / AppliicantNanm PrnfectLocatiton �keA.1{m&g!!#oc1-A?d afap.O%o Parceb ?z2 Co YA- Non- S Please check the agspaoghft boa. Bow m/a if not applicable. D All Special Condiaoms in the Order of Coa tics bave been reviewed. Any immtsof oeor oebavebeeunotrdinthe coverkum - � wadcr�a lme was mot eroeadcd aloe�atiom or ems- ! No play deviations witTtimthe 5W setback frommsoozce area. D Noplandeviadansbeftwem5V amid 100'ofte resomce area. El A�asdisdmcbodahaoogacdoahavebeearcvd l�6alchao�is rota subsdta0e£orvegmWlim DD iiczs.xanypsandsoatsfn sforW aremel sbm�shapemd A eonfi This checklist does not relieve applicants and their mp w mtalives from compliance wi&other general and spatial cromdiaoms of&e Order of Candicious.Please desmibe erg deviad ms m yaw _mq4uagl4 s Date Please submit this completed cheer,yom•written request for a Ca tfiicate of Con��rance, Land Mur che&for ROO made to the Town of BarugW& Q-%C=--fiUWaWSG4=CCAM m2OnPk= 3 r, o '- 0 4 rn\ rn PRDoCA `D 4♦ may,,♦� ♦ • / A� �"0<f •....tom • �♦ ♦ • •� W. 2�10myp� • ° � e o (b. �� O ♦ L • ♦ e • 3i •7♦�.��'df ♦ ♦ ♦ �a 4V� I b0 Cl* �. ♦•ti ♦♦ • ��• • • ice., ♦ ♦ q 4 � � �''� as ,� a= s •s` a �� E�eayes:.eao� I`b „ r i � b Rip t ' o � r R € �iRES LAND DESIGN �' ��rys A SM+ CONSERVATION DEVELOPMENT PLAN FO R�SFD. bra-MM PraMMM MOSCAPE noa CN •+�` '�• PAUI, SULLIVAN 33;W0 300-224-3M �� GS G£DARWOOD RD. COTUT. MA 02G33 O' I Drown: WATNE TAVAWS LA o k 20(A Checked: I Job NO. O+ww i I Sk 23992 P91S4 044SI1626 08-27-2009 Q 11336a Massachusetts Depertrneat of ErMpD mental Protection SarnsteWe Ate Ntanbar: Bureau of Resource Protection-Wettands WPA Form 5—Order of Conditions eOC.0189 $237-1 to$237-14 Town of Barnstable Corte ONLY A.General Information out forms on Ire oogames 2 This Issuance Is for(check one);a. ® Otder of Conditions b. Q Amended order of CWMM use ontyme tab key a:a T Applicant cursor-donut Paul Su[Gvats use the return a.FM name b.Lass name e.orgarrtmtton . 218 SwdderAve. Hle MA012 O &CWr CipOrow► f.Staff 9•ZIp ODde 4.Property Owner(If different from appB a.Past Name b.Last name Hawksgeld Corp.. a omen PO Box 677 = d.Mating Address .OstwAle MA 02M e.Cly/rma t Stata s Project Location: 68 Cedarwood Rd. Cotult a SftdAd*= b vUW 020 078 c.Assessom UWa Number O.Assenors Paxei Number Latitude and Longitude,If known: 41.616011 N 70.441772 E a La6ttrde t Lori tt• Property recorded at the Registry of Deeds for(Wlach addMonal informafion it more than one parcel): Barnstable a.couray b.Cep Number regla rea I Phan I Lott 2MB 232 c Boa& d.Page 7. Dale= July 2,2W9 July 21,2009 AIM 0 g 09 a.care Nonce of h d F&W b.Data FLM Hem"Closed o-Date of a Final Approved Plans and Other Doctmo is(attach addMonal plan or dommerd references as neede# Revised Site Plan a.Pkm Tale Taveras land Design Wayne Tavara%R.LA b.Prepared By a SwWard swivd by JLdy 24.2009 V=2(r 4.Fare)Ravtsion pare a.Saab tAdMorraiPW or DorummUTifie g.Date .PdMML*C•ie .Wft 9 121 MA d 44trAa6 - Pop 7 of to Bk 23992 Pg 191 #49626 BCCr0189 Name: Paul Sullivan Approved Plan= duly 24,2009*RrAwd Mw Plan,by Wayne Tavaras,R.Y.A. •Sea,nowe+er,Spedal Confidfon M blow Finding: This Order of Conditions pertains only to Phase I of the proe Speewl Conditions of Approval L Presm C 240 Fallon to comply with A Conditions of tuts Order of Conditions may have serious coosegaenem. The consequence may include: issuance of a Stop Work Order,ring requirement to remove unvermwed requirement to mbndseape to origins]candWon;ambW to obtain a CatMcate of Compifsnoe, and more. The General CAnd ti s of this Order be&on Page 4 and continue on Pages S.4 and 7.Theme _are erordataed ou Pages 7.4 7A and 7A if ncaessary."Conditions requfre yotrr eomplhmce. IL Prior to tl:e start of work,the hHowtug eoadMons shall be sadsfied: I. '%rdbin one moan&ofinewipt of this oxft cecogadow and prior to the mon=c=maof any work approved baobk General C.oaft=Wumber 8(nrooadiing iegm=mem)on Page 4,sbaa be coned with. 2 It is die respoastMMW ofthe applicant,the owner and/or wrccessor(s)and&e pntjec,contractors to Qasure Stan all candWom of this Ckdermc complied with.mwgpucam shall prov *d oftbe o der of Conditions and M-ved1b-(and my approved mmdoms thmwt)to pMea oomhactom prior to*e start Of wo3t.Bamsmble Conservation Cammissaoa Forms A and 9 shaII be Como-W aadnWrAd to ebe cam.nission Vier to the cart of woaict- I General Condition Numb-9 on Page 4(sign mpdcemea f)"be tomPW with.. 4. T$e Conservation Commission shall meave written notice one(1)week in advance of the startofwo& 5. The wak-limit lice shown on the approved plan shall be staked in the Sold by the pmjca Ca staked atsawbales backsd by trepched is siltation fain sballbo set:along the epprwad w�-limit lim Effective sediment ooutrols sball remain until to site is sWxTm d wa&vegetation,then they shall be temoved. p.7.1 Hk 23992 Pg 192 #49626 7. A segmw of color photographs dwwutgtbe t nbed buff zeme sbrall be sob=itted to the Conservation Commefssioa.HM the stmwbeks and sIItanoa fbm attar show m the fbregratmd (crbottom af)thephomgmphs. III. Tho followbg additional Conditions shall govern the prgject once work begins: & General C0ndi6oa4 Nambars 12 and 13(changes impW an Page 5,shall be eompPiedwith. 9. General Camd&ionN=ber 17(mai amWag sitcontrols)on Page 5,sban be compWwith. 10. The wodt gmitshawn on the appnvved plan sban bo saic dy obmrved. 11. Themshall beno distta camee ofiffie site,inches cutting evegemion,below(om the wedands ride ot) sto wak limit.This condition sha11 eoa tore over tpme. I 12. The Can w ation C*mmi ar its employees sod its agents ahaA have ae4k of entryto inspect for com>plimx the pmvisioms of this Order om4ndificm 13. Unless adended this permit is valid for tlueeyom from sue date of ismmc--tmnl AUG 2 2 20t2 14. The driveway French drains sbaII be pmvked as shown om the pke.RAO be n ed in good wodug order. This condition shaD eonumne over time. 15. D-img Vim,no area shall be let rm-makbedoftn-vegmW for more than d tty(30)days.AU arras&VAed&-9 canscazcaon shalt be ro-vcgcmted=medfately fvU*wms= pkdoa of work at the site.Mulcbi ngshall not serve as aeabs&Am fcrffie requirement to re vrScuft disturbed meat at the comebidon ofwmk 16. A4proposed lawn areas sbaIl be tmdabin with a adairmmm ofsh(6)iaehes offloam. 17. HabUda.pesticide sad fbttiliaer ruse is di==aged®lawns wistim Conservation C,*=Aioa jarisdictioa If fetatiZa amst be used,only slow-r4ewe low a&ogm(wi&30.SM.em iosobrble ttitmgm cr`WWM;j and um jhospho=fi t&crs sbaIl be applied Ovet`fem!ng ah2B be avoided (not'to =-d limit m 1 p—d ofWtogm per,1,000 sq.S.afimm per appl afi m).No f ra=&ban be spread on hard sttmfames sash as driveways and sidewraum 1& Work limit mratkera(wood Wm)shall rrmam in piece UM9 a Cwdcste of Cotmpl=ce is mad for this pzgwt A fall or half-ras Smeo(or appmved altamative)shall be oomsRmc ed and mdnkbW as dmm an the phm 19. The split rail Sense shown am 6te revised p1m is dbaAowed,and shall not be eooshttcte& p.72 y . Bk 23992. Pg 193 #49626 IV. After aE work is completed,the foRowing toaditiotl must be prongWymet 20. At the compbxion ofwodr,or bq the expirat�oa of this Order,ties applicant shall regnestia watmg a • Catit3esu of Camprimaix fbr the workhereia pezmi�.Baamable ConsavationCon Pom Ci shallbeoo�ie�dandretene�vhoa esttbraCertiReateofC�oa�pfj�* ,What*pmjeotbasbeen in aecaxdanee wi>h pbms stemzped by a se� onat engineer,arob�eet; atrhitedorkndaotvcyor,a�vritoeastste�entbysuchapmY ozmisbaIlbesubnritad,oerti ring snbsuatisl oomplim—vft tbopb r-%setting fw&wbst deviat Ws)�if any,exists with ft teeord plans aMoved m the Orden lbb t"a000mpezVtbc for a Cati&ate of Compliance,akmg with an_gpdatnd�eoamee of coLer gihs ofthe mi�e�,,.i,.�1 b��.mna p.7.3 r N ' Sle 24466 F s l= *16553 Massachtuetts Department of Environmental Protection a "saQ Bureau of Resource Protection-WetlwWs able Fie umber. WPA Forth 5 -Order of Conditions mac. 01a9 §237-1 to§237-14 Town of Barnstable Code ONLY A.General information y� a , ,.From co conm Sion out terms an the computer, -?-This issuance is for(dmxk ones a ❑ Order of ComMons b. ® Amended Order of Condkions use"the tabkeydo 3.To. Applicant moveywr awaor-doro Paul Sullivan use the realm a F'nst Name b test Ham a 0rgffftadon d 218Saia4etAvettf:e d.MAMV A00ses. Osterville BRA 026M e.CIVraan t State !L ZiP Code 4,Prop"Owner{if different from appQcaritk Anna S. Janowicz a.FOS Nwft b.tag Kam � PA.Box 67T � a.rda�Admese OsbMVIlle MA 02 5 a c kfro m Mete, g 7tp Code s ProjedLocation: ss Cedarovood Road C*b& a Street Address A� 020 078 "a.Asse:sre Map"M_ d.Assessors Parcel Nwnber Latitude and Longitude,if known: 41.818011 N 7OA41772 E e.LaT>btda t t & Properly recorded atthe Regift of Deeds for(attach additional information if mare than one paroel} Barnstable a Caurw b.Cer6ltte MmiDer(if m&Wed ta.01 Ptah 1 Lat 23608 292 c.Boats a PW DEC 31 2009 7. t July z 20M December 21.= a. a Date Hoare of!Meru Flied n!rate Pdbk Hewhv Closed aDstaaffsmta Ma Final Approved Plans and Other Doc tmwnts(attach additional plan or documerd referercxs as CIS Rem Site Plan a.PlanIft TsvaresLand Design Vftyne Tavares,P-LA. IOC b.Prepay By m S wW Swwq)ed by November 25,2009 1"=20 d.Fuel ReYW=Date &Seale L Admeaml Plan or DoupneMT6i e g Date -�. Eaar.+ote m4oa�yr,eoo6 _ Pea.r ono \ i Bk 24466 Pg 128 #16553 11CC-0189 amended Name: Paul Sullivan Approved Plan= Nov.25,2M Revised Site Plan by Wayne Tavaras,JU-4, SpecW Condidow ofApproval L Preface Caution: Failure to Comply WM erg Condiffous of tbi8 Order of Conditions may have serious coasegnenem The coasegvMCe 0129 indnaw issuance of a Stop work order;fines•,requirement to remote un permimed structures;requirement to re—landscape to original Coed dW4 WabEW to obizin a CctfiSeate of Compliance, and more. TAe Genersl GoadMm ofthis Order begin on Page 4 and continue on Pages 4 6,and 7.The,S�ai are Contained om Pages 71,7.2,and 73.if seceasaty.Mn Conditions require your compliance. IL Prior to the start'of work,the following condttloffi shall be satisfied: L VVld&one month OfXcftbt oftbis Order ofConffidons aad pew to the commeaeemw of=W wank approved herein.General Coaditrtm Number 8(reoordi%tcgnttesomt)oa P.Ve 4,shah be Complied wx& 2 It is Oho ttmponstjMty of the appliwa;the owns and/or successors)and thcproject coa=tora to ensure • 8>at all eoaduions of this Order ate oontplie8 with Tho applicant shall provide ooples ofthe Order of Conditions aadappmved plans(end any appanvCd rtrvistona tbereotJ to projedco��raatats prior to the smrt • of work ) Dle C-StMtion Commis:f Forms A and B shad be comnlemd and rertmtedto ft 3. General Condition N=ber 9 on Page 4(sip segni==t)Shan be oompW with. 4. The COL vanion Coammissm abaII receive writtw notice one(1)week is advaacs of the start of work S. The loweewazk4imitTme shown on to appravedplau shObe staked in dw t3aldbythepmject =7godat5mW An upper(Consttnation)wank limit shallbe provided in Citation w,&the C=SMve>i=Agent Q Staked sbawbalesbwlmd by meacbed in sffwm fenema shall be set along the approved work r=h i= EM tive sedimort controls shall remain mW Ito sb is smbgked with vegotadon,two tbsy abail be removed. p.7.i i ............... - ` L�.V.'VlV/'J4llIYCa7 rage 1011 Paul Sullivan and Sarbara Murphy From. Stelranis,Fred ped.Slepanls@town.bamstable.ma.us] Sent Friday,October 12,201212:10 PM To: suirw@veftomnet Co: Tavares Land Design and Fmironmentei Services Subject BCC-0189-Sulfivan Dear Mr_Sul6varc Thank you for dlsrxrssirg the stahm of your house oonstrue6on project at 68 Cedarwood Road,Cotuit I understand that the access portion of the driveway has been completed,but construction of the house will not begin for another year or so. This pemtitflts the definition of"approW and meets"time period'requirement of§173 of the Permit FAension Act as tr Is an approval that was active between August 16,2008 and August 16,2012.1 have added 4 years to the Order of Conditions.It wfil now expire August 21,2016. Once the project is completed,You Hn0 have Wayne Tavares request a Certificate of Compliance. I will return your OCT4,2012 Certificate of Compliance request and check Please send an e-mail"Reply"W acknowledge receipt of this e-mail. S'arcerely yours, Fred Stepans,Assistant Conservation Division Town of BamsW:de 200 Main Street Hyannis,MA 02601 phone:508-M-4046 _ 10/15/2012 • .�'6�-Giza - 9i �i Dctobea 4,2012 I&Fred Stepanis,. 218 Scudder Rd Conservation Assistant Ostrville Ma 02655 Town of Barnstable Conservation Commission 200 Main Street Hyannis Ma 02601 Re:File number,BCC-0189 68 Cedmwood.Rd,Cotait Map Parcel 020-078 Dear W.Stepan* I am requesting a Certificate of Compliance for the installation of a driveway and drainage authorized by an Order of Conditions issued on 8/21/09 and recorded on M7/09. The penaitted work was completed two years ago_I have enclosed Foxm C which I signed as owner:You had asked for a final invoice from the contractor,I didn't get one_I` have enclosed the contractor's estimate and at the bottom:of that estimate are notated the payments made against that estimate.I am retired cofactor and former chairman of my town's conservation commission m Sheffield Ma I can assure you the work was done exactly as approved... There is a second Order of Conditions for this property issued on'12/31/09 for the construction of a single family home and associated site work Under that OOC and after consulting Mr.Cmtewood in the spang I parked the lot outside the inner fifty foot buffer zone which work you may note at your site visit. Thank you for your cooperation in this matter. Sincerely,. Rn OCT -9 2ARNSTABLE�tv5 I PURCHASE AND SALE AGREEMENT Date:March_. ,2014 1. PARTIES WE, PAUL J. SULLIVAN and BARBARA J. MURPHY with a mailing address of P.O. Box 677, Osterville,MA 02655,hereinafter called the"SELLER",agree to SELL,and VINCENT GADOURY and ELIZABETH GADOURY with a mailing address of 94 Waterfield Road, Osterville,MA 02655, hereinafter called the"BUYER",agree to BUY,upon the terms hereinafter set forth,the following described premises: 2. DESCRIPTION A certain parcel of vacant land located at 68 Cedarwood Road, Barnstable(Cotuit), Barnstable County, MA with all appurtenances thereto, more particularly described in the deed to the SELLER recorded in Book 24079, Page 209(the"Premises'l. 3. PURCHASE ERICE The agreed purchase price for the Premises is TWO HUNDRED EIGHTY-FIVE THOUSAND AND NO/100 DOLLARS ($285,000.00) (the "Purchase Price'), of which FOURTEEN THOUSAND DOLLARS($14,000.00) (the"Deposit") has been paid as a deposit upon execution of this Agreement, to be held in escrow in accordance with the terms of Paragraph 16 hereof. The balance of the Purchase Price in the amount of TWO HUNDRED SEVENTY-ONE THOUSAND AND NO/100 DOLLARS ($271,000.00) is to be paid on the date of delivery of the Deed (hereinafter defined) by bank draft,certified check,Massachusetts Attorney's IOLTA check or by wire transfer of immediately available federal funds. 4. TITLE DEED The Premises shall be conveyed by a quitclaim deed ("Deed"), running to the BUYER, and the Deed shall convey a good and clear record and marketable title thereto, free from encumbrances, except as aforesaid, and (a) provisions of existing building and zoning laws; (b) such taxes for the then current year as are not due an payable on the date of the delivery of the Deed; (c) any liens for municipal betterments assessed after the date of this Agreement;(d)any easements which do not materially affect the ability of the BUYER to construct a four bedroom dwelling on the Premises; and (e) an order of conditions issued by the Barnstable Conservation Commission recorded in Book 23992, Page 184, as amended by an amended order recorded in Book 24466, Page 121(collectively,the"Order of Conditions"). (00025021;3) 5. TIME FOR PERFORMANCE;DELIVERY OF DEED The Deed is to be delivered at 11:00 A.M. at Schulz Law Offices, LLC on March 28, 2014, unless otherwise mutually agreed in writing. It is agreed that time is of the essence of this Agreement. 6. POSSESSION AND CONDITION OF PREMISES Possession of the Premises is to be delivered at the time of the delivery of the Deed,free of all tenants and occupants and shall be delivered to the BUYER in the same condition as they now are. 7. AC_�EPTANCE OF DEED The acceptance of the Deed by the BUYER shall be deemed to be a full performance and discharge of every agreement and obligation herein contained or expressed,except such as are, by the terms hereof,to be performed after the delivery of the Deed. 8. BUILDINGS,SIRUCIURESr,IMPRMMENIS, FIXTURES This is the sale of avacant parcel of land. 9. INSURANCE Not applicable. 10. ADJUSTMENTS. Real estate taxes for the then current year,shall be apportioned,as of the day of performance of this Agreement and the net amount thereof shall be added to or deducted from,as the case may be,the balance of the Purchase Price payable by the BUYER at the time of delivery of the Deed. 11. ADJUSTMENT OF UNASSESSED AND ABATED TAXES If the amount of said taxes is not known at the time of the delivery of the Deed,they shall be apportioned on the basis of the taxes assessed for the preceding year,with a reapportionment as soon as the new tax rate and valuation can be ascertained; and, if the taxes which are to be apportioned shall thereafter be reduced by abatement,the amount of such abatement, less the reasonable cost of obtaining the same,shall be apportioned between the parties, provided that neither party shall be obligated to institute or prosecute proceedings for an abatement unless (00025021;3) herein otherwise agreed. 12. EXTENSION TO PERFECT TITLE OR MAKE PREMISES CONFORM SELLER shall use reasonable efforts to convey the Premises and deliver possession in accordance with the provisions of this Agreement. If despite such efforts,the Premises cannot be conveyed or delivered at the time for performance, SELLER shall extend the time for performance for a period not to exceed thirty (30) days by giving written notice thereof to BUYER. If at the extended time for performance, SELLER cannot or will not convey and deliver the Premises in accordance with the provisions of this Agreement, then BUYER'S sole remedy shall be to either (i)take title to the Premises as-is without abatement in the Purchase Price or(li)terminate this Agreement upon written notice to SELLER and promptly receive a return of the Deposit (together with all accrued interest thereon),whereupon all other obligations of all parties hereto shall cease,and this Agreement shall be void and without recourse to either party. 13. BUYER'S ELECTION TO ACCEPT TITLE; FIRE OR CASUALTY Not applicable. 14. SELLEWS D FAUL •DAMAGES If at the expiration of the extended time the SELLER shall have failed to fulfill its obligations under this Agreement, then,as BUYER'S sole and exclusive remedy at law and in equity, BUYER shall be entitled to either (i) terminate this Agreement upon written notice to SELLER, whereupon the Deposit(together with all accrued interest thereon) shall be forthwith refunded to BUYER and all other obligations of all parties hereto shall cease and this Agreement shall be void without recourse to the parties hereto or (11) seek specific performance under this Agreement and proceed to closing hereunder. 15. BUYER'S EFAULI;DAMAGES If the BUYER shall fail to fulfill the BUYER'S covenants herein, SELLER shall have the right to terminate this Agreement and retain the Deposit(together with all accrued interest thereon)as liquidated damages as SELLER'S sole remedy at law and in equity. 16. DII The Deposit shall be held by Village Properties Real Estate,as escrow agent,subject to the terms of this Agreement and shall be duly accounted for at the time for performance of this Agreement, with all accrued interest to be payable to the party entitled to the Deposit hereunder. (00025021;3) 17. BROKER'S FEE A Brokers fee for professional services is due from the SELLER to VILLAGE PROPERTIES REAL ESTATE and SOTHEBYS INTERNATIONAL REALTY(the"Brokers") in the amount agreed upon of five (5%) percent or $14,250.00 to be divided equally by the Broken, provided title passes hereunder. SELLER and BUYER shall indemnify, defend and save each other harmless from and against any and all claims for all fees, expenses, or commissions asserted by any other broker(s) or finder(s) claiming through the other party in connection with the transaction described herein. The indemnification obligations of this Paragraph 17 shall survive after delivery of the Deed. 18. BROKERS'WARRANTY The Brokers hereby represent and warrant to the BUYER and SELLER that they are duly licensed by the Commonwealth of Massachusetts- i 19. BROKERS AS PARTY The Brokers named herein join in this Agreement and become a party hereto, insofar as any provisions of this Agreement expressly apply to them and to any amendments or modifications of such provisions to which they agree in writing. 20. NOTICES All notices required or permitted to be given hereunder shall be in writing and shall be given (1) by hand delivery, (2) by facsimile transmission, or (3) by overnight courier service guaranteeing next business day delivery, at the address or facsimile number set forth below. Any notice shall be effective either at the time of personal delivery,or, in the case of facsimile transmission,as of the date of the facsimile transmission, or in the case of overnight delivery, on the date of such delivery. If to SELLER: Paul J.Sullivan and Barbara J.Murphy P.O.Box 677 Osterville,MA 02655 with a copy to: Bernard T. Kilroy, Esquire KILROY&WARREN, P.C. 67 School Street P.O.Box 960 Hyannis,MA 02601-0960 Facsimile:598-775-7526 {00025021;3) If to BUYER: Vincent Gadoury and Elizabeth Gadoury 94 Waterfleld Road Osterville, MA 02655 with a copy to: Michael F.Schulz, Esq. Schulz Law Offices,LLC 7 Parker Road Osterville, MA 02655 Facsimile:508-420-15 36 mschulz@schulziawoffices.com 21. LIABILITY OF TRUSTEE,SHAREHOLDER, BENEFICIARY,ETC If the SELLER or BUYER executes this Agreement in a representative or fiduciary capacity, only the principal or the estate represented shall be bound, and neither the SELLER or BUYER so executing, nor any shareholder or beneficiary of any trust, shall be personally liable for any obligation,express or implied,hereunder. 22.WARRANTIES AND REPRESENTATIONS The BUYER acknowledges that the BUYER has not been influenced to enter into this transaction nor has he relied upon any warranties or representations not set forth or incorporated in this Agreement or previously made in writing, except for the following additional warranties and representations,if any,made by the SELLER: None. 23. CSaNSTRUCTION OF AGREEMENT This instrument, executed in triplicate, is to be construed as a Massachusetts contract, is to take effect as a sealed instrument,sets forth the entire contract between the parties, is binding upon and inures to the benefit of the parties hereto and their respective heirs, devisees, executors, administrators, successors and assigns, and may be cancelled, modified or amended only by a written instrument executed by both the SELLER and the BUYER. If two or more persons are named herein as BUYER,their obligations hereunder shall be joint and several. This Agreement may be executed in one (1) or more counterparts, each of which shall be deemed an original, but all of which together constitute one (1) instrument. This Agreement may be executed via facsimile followed by delivery of the originals by recognized overnight courier service and shall be considered executed and binding upon receipt of the facsimile of the signature page of the last of the party's signature to this Agreement. 24. GOVERNING LAW This Agreement shall be governed by and construed in accordance with the laws of the {00025021;3) Commonwealth of Massachusetts. 25. ADDITIONAL PROVISIONS A. SELLER agrees to permit BUYER and BUYER'S designees reasonable access,at reasonable times,to the Premises for the purpose of making measurements and inspections B. At the time of delivery of the Deed,SELLER shall,as a condition of BUYER'S performance, deliver to BUYER: (1) an affidavit which includes SELLER'S taxpayer identification number and which certifies as to whether SELLER is or Is not a foreign person or entity subject to withholding taxes as required by Section 1445 of the Internal Revenue Code of 1986 as amended; i (2) all other documents and information reasonably required by BUYER'S counsel or BUYER'S title insurance company;and C. BUYER acknowledges the need for the application for and recording of a certificate of compliance from the Barnstable Conservation Commission as set forth in the Order of Conditions and hereby agrees to assume the obligation and cost of obtaining and recording said certificate of,compliance. D. This agreement is made subject to the BUYER being able to obtain,at their expense, all the necessary permits and approvals required by the Town of Barnstable or any other governing authority, without any unusual requirements or expenses required by the BUYER in order that the BUYERS may construct a four (4) bedroom dwelling on the property. The BUYERS agree to notify the SELLERS or SELLERS agent in writing on or before March 27, 2014 if the BUYERS will not be able to obtain the necessary permits or approvals. In the event of such notification,this agreement shall be null and void and the SELLERS agent is hereby authorized to return BUYERS deposit forthwith to the BUYERS with no further recourse to the parties hereto. 26. INSURABLE TITLE It is understood and agreed by the parties that the Premises shall not be in conformity with this Purchase and Sale Agreement unless title to the Premises is also insurable at ordinary rates for the benefit of BUYER in a fee owner's ALTA-form policy,and for the benefit of BUYER'S lender, if any, in an ALTA-form loan polity,subject to the standard printed exceptions,provided that such exceptions do not render title to the Premises unmarketable. {00025021;3} j 27.TITLE STANDARDS Any matter or practice arising under or relating to this Agreement which is the subject of a title standard or a practice standard of the Real Estate Bar Association of Massachusetts (REBA)at the time for the delivery of the deed,shall be covered by said title standard or practice standard to the extent applicable. 28. EXTENSION Any extension permitted pursuant to Paragraph 10 of this Agreement shall be construed to apply only to matters affecting title and compliance of the Premises with laws and rules regulating the Premises. The inability or unwillingness of Seller to vacate the Premises shall not constitute the right of Seller, pursuant to said Paragraph 10,to extend the closing date. 29. ERRORS AND OMISSIONS If any errors or omissions are found to have occurred in any calculations or figures used in the settlement statement signed by the parties(or would have been included if not for any such error or omission)and notice thereof is given within sixty(60)days of the date of delivery of the deed to the party to be charged, then such party agrees to make payment to correct the error or omission. 30_ TITLE In addition to the requirements set forth elsewhere in this Agreement,Seller shall convey insurable fee simple title to the Premises,and all rights,privileges and easements appurtenant thereto. Evidence of delivery,at Buyers expense,of insurable fee simple title shall be the issuance of an ALTA Form B Owner's Policy of Title Insurance in the amount of the purchase price hereunder insuring the Premises in Buyer,free of covenants,conditions and encroachments, except as otherwise permitted in this Agreement. It is agreed that in the event of a title matter for which a title insurance company[swilling to issue so-called"affirmative coverage"over a known defect or problem, Buyer may elect to accept same but shall not be required to do so,and shall have the right,at the option of their counsel,to deem title to the premises unacceptable or unmarketable and to terminate this Agreement and receive a full refund of all deposits made pursuant hereto. 31. SELLER'S REPRESENTATIONS Seller represents,to the best of Sellers knowledge and belief that: (00025021;3) L- - (a) There has been no discharge of hazardous materials as defined by M.G.L.ch. 21 E on or under the Prembes; (b) The Premises are not in violation of any zoning,building or board of health law, ordinance,rule or regulation; 32. FACMILE SIGNATURES For purposes of this Agreement only,facsimile or electronic signatures shall be construed as original. 33. EMM OF AIIDJt fY By executing this Agreement,the Buyer and Seller hereby grant to their attorneys the actual authority to bind them for the sole limited purpose of allowing them to cancel, grant extensions,modify or amend this Agreement In writing,and the Bayer and Setter shall be able to rely upon the signatures of said attorneys as binding unless they have actual knowledge that the principals have disclaimed the audwority granted herein to bind them. The parties hereto hereby execute this Agreement as of the day and Year first above written. SELLER _ Paul ull 1, ncenntury 4�?"0, - C�,. Barbara J.M E Village Properties heal Estate,Broker =/nal ReatBrr (00025021;3) Bk 24079 P9209 T57216 10-06-2009 a`i 01 =290 QMCLAW DEED HAWKSFIELD CORP., a Massachusetts business corporation with a mailing address of P.O.Box 677, Osterville,MA 02655-0677 (the"Grantor"), For consideration paid of less than ONE HUNDRED DOLLARS ($100.00), Grant to PAUL J. SULLIVAN and BARBARA J. MURPHY, as joint tenants, of P.O. Box 677, Osterville,MA 02655, With Quitclaim avevants, The land in Barnstable (Coti.4, Barnstable County, Massachusetts, bounded and described as follows: NORTHWESTERLY by Lot 237 as shown on the hereinafter mentioned plan, two hundred forty and no/100 (240.00)feet; - EASTERLY by Lot 202 as shown on said plan, one hundred ninety-three and 60/100 (193.60) feet; SOUTHEASTERLY by Cedarwood Road, one hundred ninety-eight and 44/100 (198.44)feet,more or less;and WESTERLY by Lot 200 as shown on said plan, two hundred six and 92/100 (206.92)feet Containing 39,300 square feet,more or less. Said parcel is shown as-Lot-20&,on a plan of land entitled, "Plan of Land belonging to Robert T. Fowler,showing.Cotuit high ground,July 1, 1926, Bates and Chellman, Engineers,Jamaica. Plain, Mass." , which plan is recorded at the Barnstable County Registry of Deeds in Plan Bookr�;•9ag43W, Said parcel is subject to an easement to Cape and Vineyard Electric Company et al dated February 4, 1950 and recorded with Barnstable County Registry of Deeds in Book 741, Page 471. This transfer is in the ordinary course of business of the Grantor and does not represent a conveyance of all or substantially all of the assets of the corporation. :For title see Deed recorded in Book 23608,Page 232. :'M':n'_PROPERTY.ADDRFSS:'68 CEDARWOOD'ROAD, COT[J:fl~,"A F�.'02635�. wvS✓zr-. '* _-• - --S�.w..:raaw�t.+'.•_ --.:adss, `' •'_�..=.Q...w�uo..amt.. r— a k .' ems ---- � �• _ - - t 4, CS-Beam@ Calculation 03/04/14 . ' 08:48:58 1 of 28 Cover Sheet Job: 68Cedarwood15 Confirmation#: 0304103848 Contact Person: Bill Ingham Company Name: Roseburg Forest Products PO Box 922 South Hadley, MA 01075 Phone/Fax: 413-427-3233/877-271-1080 Email: billi@rfpco.com-,davea@rfpco.com Ship-To Contact: Dan Labastie Ship-To Company: Koopman Ship-To Phone/Fax: 5082344545/ Ship-To Email: engineering@koopmanlumber.com Member Information (1)-A17 08.kyb (2)-A18 08.kyb (3)-A3_06.kyb (4)-A6 08.kyb (5)-B1_08.kyb (6)-B10 08.kyb (7)-B21 08.kyb (8)-B22 08.kyb (9)-G10_10.kyb (10)-G16 08.kyb (11)-G17 08.kyb (12)-G3_06.kyb (13)-G4_06.kyb (14)-Ge 08.kyb (15)-139 08.kyb Comments A0 product names are trademaks of their respective woos. .. Copyright(c)2012 by Sirtpson Strung-Tie Company,Inc.ALL RIGHTS RESERVED. This drawing is an Integral part of a floor pet componentm document as defined in theattarhed General Notes.This drwbrg is not conplete without the accompanying General Notes.The Engineers Said on the drevAng Indicated only than the fiom joist component shwnon this - draWng meets applicable design aitede for Loads.Loading Conditions,and Spans fisted on this sheet This design assumes product - Installation according to tlpmanulacaaeh specifications. r CS-Beam® Calculation I 03/04/14 08:48:58 2 of 28 Floor Joist, Beam, and Girder Component General Notes 1. FLOOR JOIST, BEAM, AND GIRDER COMPONENT DOCUMENT A Member Component Document is defined herein as being composed of a cover letter,this set of general notes, individual floor joist, beam,or girder design drawings. The cover letter lists the contents of the Member Component Document. Each sheet of this Member Component Document is an integral part of the whole, and shall be used only for the specific job name listed on the cover letter. This Member Component Document is the exclusive property of Keymark Engineering,and shall not be copied,transferred,or reproduced, in whole or in part,without the written consent of Keymark Engineering, Inc. Copyright Keymark Engineering, Inc.,2010, all rights reserved. 2. COMPONENT DESIGN This design is for an individual building member component and has been based on information provided by the client. The Member Component Designer disclaims any responsibility for damages as a result of faulty or incorrect information,specifications,and/or designs furnished to the Member Component Designer by the client and the correctness or accuracy of this information as it may relate to a specific project. The Member Component Designer accepts no responsibility and exercises no control with regard to fabrication,handling, shipment, and installation of member components. Each member component specified herein has been designed as an individual building component. Each component shall be incorporated as part of the building design by a Building Designer(registered architect or professional engineer, as applicable). The Building Designer shall review the design loading, member component geometry, and all other aspects of each component design to ensure that the data shown are in agreement with the local building codes, local climatic records for snow or wind loads,project specifications,or special applied loads. 3. FABRICATION NOTES Prior to fabrication,the fabricator shall review this Member Component Document to verify that this Member Component Document is in conformance with the fabricator's plans and to realize a continuing responsibility for such verification. Fabrication of member components shall not proceed until the fabricator has certified drawings in hand. 4. PRECAUTIONARY NOTES Refer to the manufacturer's recommendations for instructions on handling, bundling,and delivery of the member components specified herein. 5. MODIFICATION OF COMPONENT MEMBERS Refer to the manufacturer's recommendations for instructions on allowable modifications of the member components specified herein. 6. MEMBER COMPONENT TO MEMBER COMPONENT CONNECTION DESIGN The design of any connections between member components and other member components is not provided with the component designs specified herein. Web stiffener requirements at hangered connections depend on the connection style and are not included in this design. Supported components attached to the side of this member with reactions greater than 400 Ibs shall be attached in such a way to preclude twisting of this member. 7. MEMBER COMPONENT TO STRUCTURE CONNECTION DESIGN The design of any connections between the member component and other elements of the overall structure is not provided with the component designs specified herein. 8. UPLIFT REACTIONS Floor joists, beams or girders with multiple spans may generate uplift reactions due to gravity loads. The reactions shown in these calculations assume that all of the bearings are infinitely stiff. The Building Designer shall review all reaction forces and ensure that the structure can resist any uplift reactions appropriately. 9. LATERAL BRACING All lateral bracing requirements apply along the entire length of the component member. The design of the individual component member brace and the anchorage of the brace is the responsibility of the Building Designer. Design assumes that the component member is braced top and bottom at all bearing locations. 10. MULTI-PLY COMPONENTS N OF MAS Sao Multi-ply components shall be connected together in accordance with the manufacturer's o� tiN JEREMY MARTIN recommendations O GILSTRAP U STRUCTURAL l'n NO.50090 A0 product manes star 6odemeri s of their respective owners. Copyright(c)2012 by Simpson Strang-Tie Company,Inc.ALL RIGHTS RESERVED. , �FG/ T Q This drawing Is an Integral pat of a floor joist component document as dented in daatlacined General Notes.This drowng is not complete without the aocompmrycp General Nmtes.The En meefa Seal on tltis drawing indi ates ady that the flow joist conpoum shaanm this NAL E dewing meem applicable design oUeda tar Loads,loading Conddons&and Spanstisted on this sheet This design assumes product irnstalli lon according to themanutacaaefn:specifications 03/04/2014 A CS-Beam® Calculation 03/04/14 08:48:58 3 of 28 11. BEARING LENGTH The"Input Brg. Length"listed on the individual floor joist, beam,or girder design drawing is the actual length of bearing at that location. The "Minimum Brg. Length"on the individual floor joist, beam,or girder design drawing is the minimum required length of bearing at that location The length of the bearing is measured along the length of the member. The width of the bearing is measured perpendicular to the length of the member. Each ply of the member shall be supported for the full member width,for the full required minimum length of the bearing. 12. POINT LOADS OVER A BEARING Point loads applied over a bearing are assumed to be carried not by the 1-joist, beam,or girder, but instead by rim board, squash blocks,or some other means. Therefore the points loads over the bearings will be included in the bearings and reactions summary, but will not be considered when evaluating the interior and end reactions and is indicated on the drawings by"Pass-thru"framing is required at point loads over bearings. 13. PONDING WARNING Where components are used in roof systems,these components have not been investigated for the effects of ponding. The Building Designer shall ensure that adequate drainage has been provided,and that the roof system as a whole is not susceptible to ponding. 'IH OF MgsS90y JEREMY MARTIN m O GILSTRAP U STRUCTURAL fn NO.50090 M product names are trademarks of their respective owners. Q Copyright(c)2012 try Simpson Strong-Tie Company.Inc.ALL RIGNTS RESERVED. , �G/ T This drawing is on Magi el pent of a floor joist component document as defined in theallached General Notes.This drawing is not complete G \ without the accompanying General Notes.The Engineers Seel on this drawing Indicates only that the floor joist componerd shownon cote IAL` drawing meete app6rane design citrula for toads,taa6ng Conditions,and Spm,ausmd on this sheet.This design assumes product - instellaton according to themanufactutera specitkefions. 03/04/2014 I a CS-Beam® Calculation 03/04/14 08:48:58 4 of 28 krnBeamEngine 4.6.1.0 rials Database 1476 T.06�1 Seal: Member Data Description:A17 Member Type:Joist Application: Floor Comments: 2nd_08 Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 10 PSF Deck Connection:Glued&Nailed Filename: S:1Clark Bru Other Loads Type Other Dead (Description) Side Begin End Start End Start End Category Point PL To 0' 4.63" 27 116 Snow 2058 0i 2058 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.750" 811# — 2 20' 5.500" Wall N/A N/A 1.750" 656# — Maximum Load Case Reactions Used for epWng point bads(or Dne loads)to carrying members Live Snow Dead 1 525#(394p1t) 36#(27plf 286#(214pIQ 2 525#(394plo ONOP10 131#98 I Design spans 19' 8.250" Product: 11 7/8" RFPI-40S 16.0" O.C. PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support Is required at each bearing. Minimum bearing length required is based on beam material. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3230.* 3545.'# 91% 10.23' Total Load D+L Shear 656.# 1420.# 46% 0' Total Load D+L End Reaction 6564 14204 46% 0' Total Load D+L TL Deflection 0.6107" 0.9844" U386 10.23' Total Load D+L LL Deflection 0.4886" 0.6563" U483 10.23' Total Load L Control: Pos.Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table OF ry1gSS,90yG JEREMY MARTIN rtt Q GILSTRAP U STRUCTURAL v) NO.50090 AD product names are trademarks of their respective awnera Copyright(c)2012 by Simpson Samg•Tie Company,Inc.ALL RIGHTS RESERVED. A G/ T Q This dewing is an integral part of a floor joist mngonerd document as defined In Mesfi had Gmeml Not..This \dewing m not mOft G vddwut Ma esom lIcaM g Gmarel tedo tar L Errgineeys Seal nd bona,drawingnS indicates my Out the tom iobd smponurnehowmn tlds drawing meets rding to t design aftede rm Loads,Loafing Cmdtions,end Sparrd'mted m des sheet This design aswrrws product uu�llatim eocadirg m NemanufecWrarb matrons. 03/04/2014 CS-Beam® Calculation 03/04/14 08:48:58 5 of 28 truchnr .B B I 4_ otay— _ t -3-1 anBeamEngine 4.6.1.0 2:05pm eterials Database 1476 Seal Massachusew Member Data Description:A18 Member Type:Joist Application: Floor Comments: 2nd_08 Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 10 PSF Deck Connection:Glued&Nailed Filename: S:\Clark Bru Other Loads Type Other Dead (Description) Side Begin End Start End Start End Category Point(PLF) Top 7' 5.50" 0 100 Live Point(PLF) Top 19' 5.50" 0 100 Live Point PLF Top 26' 0.88" 27 116 Snow 2658 2658 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A WA 1.750" 987# — 2 26' 5.500" Wall N/A N/A 1.750" 1146# — Maximum Load Case Reactions Used for applying point loads(or One toads)to carrying mernbers Live Snow Dead 1 685#(514plQ 0#(Oplf) 302#(227pff) 2 68 514 I 3 27 I 461#(346plo Design spans 25' 8.250" Product: 16" RFPI-60S 16.0" O.C. PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Minimum bearing length required is based on beam material. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6411.'# 6835.W 93% 13.23' Total Load D+L Shear 9924 19704 50% 26.46' Total Load D+L End Reaction 992.# 15504 63% 26.46' Total Load D+L TL Deflection 0.8984" 1.28"" U343 13.23' Total Load D+L LL Deflection 0.6090" 0.8563" U506 13.23' Total Load L Control: Pos.Moment bOLs: Live=100% Snow=115% Roof=125% Wind=160% 0�to OF ry)gss�yG Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table q JEREMY MARTIN m O� GILSTRAP U STRUCTURAL rn N0.50090 A0 product nerves are eademedrm of drdr respaceve awners. ,n Copyrigd on(c)2012 by Simpson Soong-Tie Company.Inc.ALL RIGHTS RESERVED. / r �F(�`/ T AD TNs drawing is-mhgrd pan of a floor Oise component d=mend as defined in theatodod General Notes.This&erring Is no complete wiMout the aocampanying Gen e erd NcteaThe Engineers Seal on dds droving indicates only tlret the now pest component shownon des "J NAL` drawing roasts applicable design oilada for Loads,Loading Conditions,and SpansIMW on Nia sheet This design assumes produce Installation acceding to domanufaabuets specifYadoro. 03/04/2014 CS-Beam® Calculation 03/04/14 08:48:58 6 of 28 trticbare 2. _ t 3_ _l Engine 4.6.1.0 eriels Database 1476 1 Seal: Member Data Description:A3 Member Type:Joist Application: Floor Comments: 1st 06 Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 10 PSF Deck Connection: Glued&Nailed Filename: S:\Clark Bru Other Loads Type Other Dead (Description) Side Begin End Start End start End Category Point(PLF) Top 0' 4.63" 383 660 Live Point(PLF) Top 0' 4.63" 540 0 Snow Point(PLF) Top 35' 7.38" 540 687 Snow Point PLF Top 35' 7.38" 335 0 Live lip Ti 1940 ® 1680 3600 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.750" 2230# — 2 19' 4.000" Walt N/A N/A 3.500" 1475# — 3 36' 0.000" Wall N/A N/A 1.750" 2155# — Maximum Load Case Reactions Used for applying point bads(or line loads)to carrying;members Live Snow Dead 1 949#(711 pll) 720#(540plQ 979#(734plo 2 1180#(885plQ ONOP10 295#(221plo 3 830#623 I 72 540 99 44 I Design spans 18'11.375" 16' 3.375" Product: 11 7/8" RFPI-40S 16.0" O.C. PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support Is required at each bearing. Minimum bearing length required is based on beam material. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2147.Y# 3545.'# 60%d 7.96' Odd Spans D+L Negative Moment 2630.W 3545.# 74% 19.33' Total Load D+L Shear 7704 14204 54% 19.32' Total Load D+L End Reaction 5364 14204 37% 0' Odd Spans D+L H of TL Deflection 0.3376' 0.9474" U673 8.91, Odd Spans D+L 1 Mgss�� LL Deflection 0.2866" 0.6316" U793 8.91' Odd Spans L o`er tiN JEREMY MARTIN m GILSTRAP U STRUCTURAL to NO.50090 M product names are tredemadm or their respective owners. / �� / Q Copyright(c)2012 by Simpson Strag-Tie Company, G Inc.ALL RIGHTS RESERVED. T This drewing is an integral part or a door)Dist component document es defined in Meattooned General Notes.Ttds ttewog is rta complete G� without Me accompanying General NahmThe Engineela Seal on this drawing mdi etes pray that the Soer)mst comportml enewmn dds droving meets applicable design aheda her Loads,Loading Catdtiorm and SpansSsted an this sheet This design assumes predict AL instelieiion awarding to themanulaturer's specifications. 03/04/2014 CS-Beam@ Calculation 03/04/14 08:48:58 7 of 28 Control: Neg.Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table (N OF MgSS,9�yG JEREMY MARTIN N 0 GILSTRAP U STRUCTURAL fn NO.50090 AO product names are Irademaft of Mnlr respective owners Copydgd(c)2012 by Sirtpsan Strml¢Tie Company,Inc.ALL RIGHTS RESERVED. O Ttds drawing is en b law punt of a Oocrjolst wnponard document as defined In Meadachad Demand Notes.This d,.Ang Is not complete S T wflhout Me acornpanyin0 General NotmThe En®neefa Seal an Me ding uMicems only Met Ore floor joist component shownon this S drawing meats applicable design criteria for loads,I.oedng Conditions,and Spandisfed on MIs sheet This design asumes product installation w—Ung to Memanulecaaefa specifications 03/04/2014 CS-Beam® Calculation 03/04/14 08:48:58 8 of 28 j trsreture 2. .8 14022_ oury_6 _ of -3-I miBemErigine 4.6.1.0 206pm Materials Database Seal:Mass 1476 ach Member Data Description:AS Member Type:Joist Application: Floor Comments: 2nd_08 Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 10 PSF Deck Connection: Glued&Nailed Filename: S:\Clark Bru Other Loads Type Other Dead (Description) Side Begin End start End start End Category Point(PLF) Top 2' 6.75" 0 60 Live Point(PLF) Top 6'10.75" 0 60 Live Point(PLF) Top 0' 5.50" 116 115 Live Point(PLF) Top 16' 6.13" 82 609 Live Point PLF Top 16' 6.13" 743 0 Snow 16 10 12 .2D 16 10 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder N/A N/A N/A 961# — 2 16'10.750" Wall N/A N/A 1.750" 2108# — Maximum Load Case Reactions Used for app"potrd bads(or line bads)to carrying members Live Snow Dead 1 582#(437plo 0#(Oplf) 378#(284plt) 2 537#403 991 43 I 96 21 plo Design spans 16' 0.625" Product: 11 7/8" RFPI-40S 16.0" O.C. PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Minimum bearing length required is based on beam material. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2502.* 3545.* 70% 7.68' Total Load D+L Shear 652.# 14204 45% 0' Total Load D+L End Reaction 5784 1420A 40% 16.9' Total Load D+L TL Deflection 0.3258" 0.8026" U591 8.48' Total Load D+L LL Deflection 0.2249" 0.5351" U856 8.48' Total Load L jt4 OF A44S Control: Pos.Moment �� S110 DOLs: Live=100% Snow=115% Roof=125% Wind=160% o`er tiG Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table JEREMY MARTIN u' Web stiffener and minimum bearing length requirements at hangared connections depend on the connection style and are not included in th � GILSTRAP U STRUCTURAL rn NO.50090 AD product naves are trademarks of their respective amen. O Copyright Ic)2012 by Sirrrason Strang-Tie Company,Ino.ALL RIGHTS RESERVED. , G/ T This drewfig Is an integral pat of a door camper nem m th document ea defined In eetac had General Notes.This drawing is not cornptete SS NG\ Without the aocernpaaybg General NobmThe Engincer s Seal on dds drawing indicates ordy that the floor joist component shownon mm NAL E drawing meets appficWe design alters for Loads,Loading Conditions,end Spa dWb!d on this sheet This design assumes product installation accenting to therne rufecaaers spedlketiore. 03/04/2014 CS-Beam® Calculation 03/04/14 08:48:59 9 of 28 tructtne I — of 3-3-1, anBemnEngine 4.6.1.0 — — 2:08pm vials Database 1476 Sty:Massachusett Member Data Description:B1 Member Type: Beam Application: Floor Comments: 2nd-08 Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 18.4 PLF Filename: SAClark Bru Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 2' 5.00" 743 0 Snow Replacement Uniform(PLF) Top 0' 0.00" 2' 5.00" 415 725 Live Replacement Uniform(PLF) Top 2' 5.00" 3' 1.75" 743 0 Snow Replacement Uniform(PLF) Top 2' 5.00" 3' 1.75" 415 725 Live Replacement Uniform(PLF) Top 3' 1.75" 8' 1.44" 743 0 Snow Replacement Uniform(PLF) Top 3' 1.75" 8' 1.44" 360 542 Live Replacement Uniform(PLF) Top 8' 1.44" 10' 7.00" 591 0 Snow Replacement Uniform(PLF) Top 8' 1.44" 10' 7.00" 359 465 Live Replacement Uniform(PLF) Top 10' 7.00" 12'11.00" 591 0 Snow Replacement Uniform(PLF) Top 10' 7.00" 12'11.00" 359 457 Live Replacement Uniform(PLF) Top 12'11.00" 13'10.00" 773 0 Snow Replacement Uniform(PLF) Top 12'11.00" 13'10.00" 360 548 Live Point(LBS) Top 7'11.00" 378 0 Snow Point(LBS) Top 7'11.00" 1 453 Live Point(LBS) Top 12'11.00" 111 0. Snow Point LBS Top 12'11.00" 0 272 Live 1310 0 1310 O Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.555" 10062# — 2 13'10.000" Wall N/A N/A 2.408" 9483# — Maximum Load Case Reactions Used for apptoV point bads(or fine!Dada)to calf ft members Live Snow Dead 1 2571# 5007# 4378# 2 2442# 4792# 4057# Design spans 13' 5.750" Product: 2.0 RigidLam LVL 1-3/4 x 14 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Loads on top of girder or beam are distributed equally on all plies of a multi-ply member. �ZN OF MAS Minimum bearinglength required is based on beam material. sycyG JEREMY MARTIN n O GILSTRAP U STRUCTURAL to NO.50090 AD prodixt names are trademarta of their respective owners. Q Copyright(c)2012 by Sin—St—g-Tie Company,Im.ALL RIGHTS RESERVED. , �G/ T Tbis drawing is en Yrteip part of a nog just wmponem docvmem as defined in theattatlted General Notes.This drawchg is not cor plete without the eocomparrybg General NoteaThe Engineer's Seat on this drawing Indlrat6 only Dud the noor joist mnponent shownon this drawute meets eppfiede desiph cimia for Loads,Loading C-Mons,and Sp—listed-he sheet This design assa s preduct InstallOw according b thertmnuf icaaere apatilkatats. 03/04/2014 I CS-Beam® Calculation 03/04/14 08:48:59 10 of 28 Allowable Stress Design Actual Allowable Capac4 Location Loading Positive Moment 32795.* 48623.W 67% 6.92' Total Load D+0.75(L+S) Shear 81814 16060A 50% 0.19, Total Load D+0.75(L+S) TL Deflection 0.4443" 0.6740" U364 6.92' Total Load D+0.75(L+S) LL Deflection 0.2555" 0.4493" U633 6.92' Total Load 0.75 L+S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Manufacturers installation guide MUST be consulted for multi-pry connection details and alternatives OF rWgSS,90yG JEREMY MARTIN m O GILSTRAP -4 U STRUCTURAL (n NO.50090 AU product names an,trademark of their respective owners. Copyright(c)2Dl2 by SnWm Strmg-Tia Cwrgerry,nc ALL RIGHTS RESERVED. , �� (�' This drewin s an / T g' Integral General io tracinganotmthis S G without arc aocompanyung Gmam NoteaThe En®neeys Seel on this drawing indicates only dst dna flow joist component shosmarn this S NAL E� drawing meets applicable design criteria for lids,t.oading Conditions,and SpansTsted on thin sheet This design assumes product instalatim according to themanutachurert specwwwons. 03/04/2014 CS-Beam@ Calculation 03/04/14 08:48:59 11 of 28 CS bixture 2. .8 B I4022_ _ _ -3-I briBearnEngtne 4.6.1.0 2.09pm Matmals Database 1476 Seal:Massachusew Member Data Description:B10 Member Type: Beam Application: Floor Comments: 2nd_08 Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/lRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 15.6 PLF Filename: SAClark Bru Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 1' 7.75" 773 0 Snow Replacement Uniform(PLF) Top 0' 0.00" l' 7.75" 360 548 Live Replacement Uniform(PLF) Top l' 7.75" 2' 3.25" 591 0 Snow Replacement Uniform(PLF) Top l' 7.75" 2' 3.25" 359 457 Live Replacement Uniform(PLF) Top 2' 3.25" 3'10.75" 591 0 Snow Replacement Uniform(PLF) Top 2' 3.25" 3'10.75" 359 457 Live Replacement Uniform(PLF) Top 3'10.75" 4' 3.69" 591 0 Snow Replacement Uniform(PLF) Top 3'10.75" 4' 3.69" 359 465 Live Replacement Uniform(PLF) Top 4' 3.69" 6' 5.00" 591 0 Snow Replacement Uniform(PLF) Top 4' 3.69" 6' 5.00" 359 465 Live Replacement Uniform(PLF) Top 6' 5.00" 8' 1.06" 743 0 Snow Replacement Uniform(PLF) Top 6' 5.00" 8' 1.06" 360 542 Live Replacement Uniform(PLF) Top 8' 1.06" 10' 6.69" 743 0 Snow Replacement Uniform(PLF) Top 8' 1.06" 10' 6.69" 360 542 Live Replacement Uniform(PLF) Top 10' 6.69" 11' 5.00" 743 0 Snow Replacement Unifbnn(PLF) Top 10' 6.69" 11' 5.00" 360 542 Live Replacement Uniform(PLF) Top 11' 5.00" 11,11.00" 743 0 Snow Replacement Uniform(PLF) Top 11' 5.00" 11,11.00" 415 725 Live Replacement Uniform(PLF) Top 11'11.00" 12'10.00" 743 0 Snow Replacement Uniform(PLF) Top 11'11.00" 12'10.00" 415 725 Live Point(LBS) Top 1' 5.00" 'I'll0 Snow Point(LBS) Top 1' 5.00" 0 272 Live Point(LBS) Top 6' 5.00" 378 0 Snow Point LBS To 6' 5.00" 1 453 Live 1210 0 P ®, 1210 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.219" 8736# - 2 12'10.000" Wall N/A N/A 2.292" 9024# Maximum Load Case Reactions Used for applying point bads(or he loads)to carrying members Live Snow Dead 1 2247# 4466# 3701# 2 2310# 4616# 3830# Design spans 12' 5.750" VQ OF MASSgcyG JEREMY MARTIN m O GILSTRAP U STRUCTURAL to NO.50090 AO pmdud names ere tradema/a or thm respective owners Copyright(c)2012 by Simpson Strong-Tie Company,Inc.ALL RIGHTS RESERVED. �F(v`/ T Q This drawing is an integral pert of a floor joist component doosmumt as defined in theattaared General Notes.This hewing is not complete wdhout Ne eccomparying General Notes.The Ergineefa Seal m draw'vg'oq'iwnes oM/Ora Ore flow joist mnpommi sho lmon aft arawhg meeC;epp0cade dasiltn criteria for Loads,Lnleg g condi6ans.ond Spanbtisted on 0r%sheet.This design aswmea produa installation according to them onulecWrela sperircablu s. 03/04/2014 CS-Beam® Calculation 03/04/14 08:48:59 12 of 28 re Product: 2.0 Rigidl-am LVL 1-3/4 x 11-7/8 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Loads on top of girder or beam are distributed equally on all plies of a multi-ply member. Minimum bearing length required is based on beam material. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 27789.yt 35710.'# 77% 6.42' Total Load D+0.75(L+S) Shear 74311 136224 54% 11.91' Total Load D+0.75(L+S) TL Deflection 0.5243" 0.6240" 1-/285 6.43' Total Load D+0.75(L+S) LL Deflection 0.3035" 0.4160" U493 6.43' Total Load 0.75 L+S Control: TL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Manufacturers installation guide MUST be consulted for multi-ply connection details and altematives i H OF MgSS��yG JEREMY MARTIN rtt 0 GILSTRAP U STRUCTURAL (n NO.50090 All product names ere trademeds of their respective owners. '1� 'p�Cr T Copyright(c)2012 by Simpson Strong-Tie Conti.".Inc.ALL RIGHTS RESERVED. ,o This drawing is on intmip l part of a deer joist wnpanent dma d as dented m themtarhed Gonerei Notes.Ttds drawing is w m.0 GNG\ a. without the accompanying General Notes.The Engineers Seal on this drawing indicates ordy that the fioorjoist component shownon this drawing meet appkaW a design criteria for Loads,Loading Conditions,and SpanUfsted on this sheet This design assumes product installation ercmding to themenu(alloers specification, 0 310 4/2 01 4 CS-Beam® Calculation 03/04/14 08:48:59 13 of 28 trtict=T 2. .S 14022_ tny_ Cot 3-3-I GIiBe=FjW;iGe 4.6.1.0 2:10pm Materials Database 1476 Sell:Massachusett Member Data Description:B21 Member Type: Beam Application: Floor Comments: 2nd_08 Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous. Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 15.6 PLF Filename: S:\Clark Bru Other Loads Type Trib. Other Dead (Description) Side Begin End Width start End start End Category Replacement Uniform(PLF) Top 0' 0.00" 3' 2.75" 610 0 Snow Replacement Uniform(PLF) Top 0' 0.00" 3' 2.75" 383 613 Live Replacement Uniform(PLF) Top 3' 2.75" 7' 3.25" 459 0 Snow Replacement Uniform(PLF) Top 3' 2.75" 7' 3.25" 178 431 Live Replacement Uniform(PLF) Top 7' 3.25" 10' 6.00" 610 0 Snow Replacement Uniform(PLF) Top 7' 3.25" 10' 6.00" 383 613 Live Point(LBS) Top 3' 1.88" 309 0 Snow Point(LBS) Top 3' 1.88" 165 768 Live Point(LBS) Top 7' 4.13" 309 0 Snow Point LBS To 7' 4.13" 165 768 Live 10 6 0 10 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall WA N/A 1.824" 71839 — 2 10' 6.000" Wall N/A N/A 1.824" 7183# — Maximum Load Case Reactions Used for appying point bads(or line loads)to oamiino members Live Snow Dead 1 1690 3098# 3588# 2 1694# 3098# 3588# Design spans 10' 1.750" Product: 2.0 Rigidl-am LVL 1-3/4 x 11-7/8 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Loads on top of girder or beam are distributed equally on all plies of a multi-ply member. Minimum bearing length required is based on beam material. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 17329.W 35710.* 48% 5.25' Total Load D+0.75(L+S) Shear 5823A 136224 42% 0.19' Total Load 0+0.75(L+S) TL Deflection 0.2251" 0.5073" U540 5.25' Total Load D+0.75(L+S) O�� N OF MgSs��yG LL Deflection 0.1097" 0.3382" U999+ 5.25' Total Load 0.75 L+S JEREMY MARTIN o GILSTRAP U STRUCTURAL rn NO.50090 All product names are bademmlo of Nab respective onnaa 'P '11�, CopOgM 1.)2012 by Simpson Sbang-Tie Conpm .Inc.ALL RIGHTS RESERVED. T TWe drawing 1s an bnegrA pert of a aoalo'at corrycoem daanrem degri M at Iheatlaetrad General Notes.This drewmg b rrol conWete ,(„ GNG\ wghout the accompanying General NahmThe Enginee/s Seal on tlds dreWng Indicates ady god the floajo'al component showrmn oft &mtng meets applicable deep ait da for Loads.Loading Con6ecos,and Spanslisted on tlds sheet.This design assumes tuoAra Inslbllatlon according to Ihermnufachaers specifications. 03/04/2014 CS-Beam(A) Calculation 03/04/14 08:48:59 14 of 28 Control: Positive Moment DOLS: live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Manufacturers installation guide MUST be consulted for multi-ply connection details and alternatives t1 OF MgSS�OyG JEREMY MARTIN h 0 GILSTRAP U STRUCTURAL to NO.50090 All product cremes we trademark;of their respective Q wmaa .�A7 'Q Copyright(c)2012 by Sirepson Strong-Tie Company,Inc.ALL RIGHTS RESERVED. , �+ �(a'/ T This drewing is on Integral pal of a fioajdd moponem document as defined in thoeaaNed General Notes.This drawing is not cornplete SS !�G\ without the eoramparymg General Noms.The Engineefa Seel an this drawing Indicate orry that the floor joist component shownun oft NAL` drawing meets applicable design criteria for loads,loading Conditions.and Spardgsted on this sheet This design assumes product installation acaordmg to themanufactrrrefa spectikatom. 03104/2014 r CS-Beam® Calculation 03/04/14 08:48:59 15 of 28 tfUCNtE 2. 11 140224_ ury_ _ of -3- Er&e 4.6.1.0 2:09pm Matert'als Database 1476 Seal: Member Data Description:B22 Member Type: Beam Application: Floor Comments: 2nd_08 Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 10.4 PLF Filename: SAClark Bru Other Loads Type Trlb. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 1' 9.50" 7' 3.00" 27 0 Snow Replacement Uniform(PLF) Top 1' 9.50" 7' 3.00" 529 248 Live Replacement Uniform(PLF) Top 7' 3.00" 10, 9.50" 27 0 Snow Replacement Uniform(PLF) Top 7' 3.00" 10, 9.50" 443 227 Live Replacement Uniform(PLF) Top 12' 2.50" 16' 5.75" 443 111 Live Replacement Uniform(PLF) Top 16' 5.75" 21' 3.50" 529 132 Live Replacement Uniform(PLF) Top 22' 9.50" 27' 9.50" 27 0 Snow Replacement Uniform(PLF) Top 22' 9.50" 27' 9.50" 529 248 Live Replacement Uniform(PLF) Top 27' 9.50" 31' 9.50" 27 0 Snow Replacement Uniform(PLF) Top 27' 9.50" 31' 9.50" 529 350 Live Point(LBS) Top 7' 2.13" 339 348 Live Point(LBS) Top 12' 2.50" 123 131 Snow Point(LBS) Top 16' 6.63" 420 357 Live Point LBS Top 21' 4.50" 123 131 Snow I 1 9 8 9 0 0 1 6 09 0 0 1 6 0 9 0 0 1 9 6 o ® ® ® ® ® , 3370 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplt t 1 1' 9.500" Wall N/A NIA 1.500" 2966# — 2 10' 9.500" Wall N/A N/A 3.440" 9030# — 3 12' 3.500" Wall N/A N/A 1.824" 4787# -3673# 4 21' 3.500" Wall N/A N/A 1.972" 5175# -3431# 5 22' 9.500" Wall N/A WA 3.325" 8729# -159# 6 31' 9.500" Wall N/A NIA 1.500" 3120# Maximum Load Case Reactions Used for apptyirtg point loads(or Une bads)to carrying members Live Snow Dead 1 1949# 95# 1017# 2 6374# 317# 2656# 3 4931# -49# -143# 4 5192# -49# -16# 5 6246# 317# 2483# 6 1897# 95# 1223# Design spans 1' 7.375"(left cant) 9' 0.000" 1' 6.000" 9' 0.000" 1' 6.000" 9' 0.000" 1' 7.375"(right cant) W(H OF MASS+�OyG JEREMY MARTIN m 00 GILSTRAP --4 U STRUCTURAL fn NO.50090 AD product names are aademaft of their respective ownera ,Copyright(c)2012 by Simpson Stra -Tle Company,Im ALL RIGHTS RESERVED.p (i/ T O This drawing is en Integral pat of a floe Jost component downy t as dafi-In thaef/actred General Notes.T1ds drawing is not coniplete without the acomparying General Noks.The EntFneda Seel on Nis drawbp ugicates only prat the 0— w joist mponcr w thi s NAL` drawing meek applicable design criteria for Loads,Loading Conditions,and Spanslisted an this sheet This design aswmn product Installation according to themenutecturers specifications, 03/04/2014 CS-Beam® Calculation t 03/04/14 08:48:59 16 of 28 Product: 2.0 Rigidl-am LVL 1-3/4 x 11-7/8 2 ply PASSES DESIGN CHECKS Minimum bearing length required is based on beam material. Minimum 3.44"bearing required at bearing#2 Minimum 3.33"bearing required at bearing#5 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 3673lbs at bearing 3 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 3431lbs at bearing 4 and ensure that the structure can resist appropriately. Loads on top of girder or beam are distributed equally on all plies of a multi-ply member. Lateral support is required at each bearing&at end of cantilever section. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 5499.# 19905.# 27% 5.39' Even Spans D+L Negative Moment 7430.'# 199O5.W 37% 10.79' Adjacent 2 D+L Shear 38004 78974 48% 9.89' Adjacent 2 D+L TL Deflection 0.0677" 0.4500" U999+ 5.84' Even Spans D+L LL Deflection 0.0440" 0.3000" U999+ 5.84' Even Spans L TL Defl.,Lt. -0.0437" 0.2000" 2U886 0' Even Spans D+L LL Defl.,Lt. -0.0286" 0.2000" 2U999+ 0' Even Spans L TL Defl.,Rt. -0.0431" 0.2000" 2U898 33.58' Even Spans D+L LL Defl.,Rt. -0.0272" 0.2000" 2U999+ 33.58' Even Spans L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturers installation guide MUST be consulted for multi-ply connection details and alternatives P`,tN 01=MgSSgOyG JEREMY MARTIN to GILSTRAP U STRUCTURAL to NO.50090 A➢product mores ore trademanm of their respective owners. Q'P�t? CopiAgM Ic)2012 by Simpson Strong-Tla Company,Im,ALL RIGHTS RESERVED. , (i I ' T This drawing is an integral part of a floor joist component document as defined in thealmNed General Notes.This drawing is not ca ptete t��\ without the accompanying Genemf Nmes.TAe Engineees Seal on this drawing indicates only that the floor joist component Woumon this NAL` Brewing meets M0mble design criteria for Loads,laa3ng Conditions.oW Sporsbated on this sheet This design assumes product installation accord'm0 to themanufacturers specifications. 03/04/2014 CS-Beam® Calculation 03/04/14 08:48:59 17 of 28 CS trucwm .8Wd I I 1 _ _ _ of 3-3-1 kinBemnEngine4.6.1.0 2:12 Matenals Database 1476 Seal: Member Data Description:G10 Member Type: Girder Application: Floor Comments: Clg_10 Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 8.3 PLF Filename: SAClark Bru Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 5' 0.00" 62 344 Live Replacement Uniform(PLF) Top 0' 0.00" 5' 0.00" 510 0 Snow Replacement Uniform(PLF) Top 5' 0.00" 7' 8.00" 60 87 Live Point(LBS) Top 5' 0.00" 1 579 Live Point(LBS) Top 5' 0.00" 642 0 Snow Point LBS To 7' 6.25" 0 121 Live 10 0 0 O 1000 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 3713# — 2 10' 0.000" Wall N/A N/A 1.500" 1876# — Maximum Load Case Reactions Used for applying Palm bads(or fine bads)to certying members Live Snow Dead 1 271# 2085# 1628# 2 175# 909# 967# Design spans 9' 2.750" Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Loads on top of girder or beam are distributed equally on all plies of a multi-ply member. Minimum bearing length required is based on beam material. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 7987.# 15065.`# 53% 4.54' Total Load D+S Shear 30314 7265.# 41% 0.4' Total Load D+S TL Deflection 0.2267" 0.4615" U488 4.99' Total Load D+S LL Deflection 0.1196" 0.3076" U925 4.54' Total Load S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% PVIVA OF ly gss�yG Manufacturer's installation guide MUST be consulted for multi-ply connection details and altematives y JEREMY MARTIN M 00 GILSTRAP U STRUCTURAL to NO.50090 AD product names ma tredemarloa of Ne'v reynectise ownera UIm1Ad(c)2012 by Sirrywn SacngTie Company,Inc.ALL RIGHTS RESERVED. / p 'p�•G`/ T G wh Ld th naafi General Not Th En`�eraseat an trds drawing maw anh malt the cry c«roonent sing nwmm�i Weems drawing meets appkable design criteria for L.aad;Loafing Cond'ans.and Spanstisted on Nis sheet This design assumes proArct in.-acccrding to Nemeriufecaaefs specifications. 03/04/2014 CS-Beam® Calculation 03/04/14 08:48:59 18 of 28 CS trucD=T 2. Bw _ ury_ _ t3-3-14 Fn&e 4.6.1.0 2:08pm Materials Database 1476 Seal: Member Data Description:G16 Member Type: Girder Application: Floor Comments: 2nd-08 Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBCARC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 14.0 PLF Filename: SAClark Bru Other Loads Type Trlb. Other Dead (Description) Side Begin End VVIdth Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 4' 3.75" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 4' 3.75" 230 87 Live Replacement Uniform(PLF) Top 0' 0.00" 26' 5.50" 27 7 Live Replacement Uniform(PLF) Top 4' 3.75" 26' 5.50" 27 7 Live Point(LBS) Top 4' 3.75" 0 56 Live Point LBS To 4' 4.63" 2044 852 Live (� 2658 2658 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.782" 4678# 2 26' 5.500" Wall N/A WA 1.500" 1591# — Maximum Load Case Reactions Used for app"polM loads(or line bads)to carrying members Live Dead 1 3245# 1433# 2 1072# 518# Design spans 25' 8.250" Product: 2.0 Rigidl-am LVL 1-3/4 x 16 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Loads on top of girder or beam are distributed equally on all plies of a multi-ply member. Minimum bearing length required is based on beam material. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 15676.W 34814.# 45% 6.81' Total Load D+L Shear 41481 106404 38% 0.4' Total Load D+L TL Deflection 0.7477" 1.2844" U412 11.94' Total Load D+L LL Deflection 0.5100" 0.8563" U604 11.94' Total Load L Control: LL Deflection Manufacturer's installation guide MUST be consulted for �N OF MgSS��yG g ply connection details and alternatives JEREMY MARTIN to 0 GILSTRAP U STRUCTURAL to NO.50090 AU product names me tredemab of their respective wears. Copyright(c)2012 by Shrpsco ny,Strang-Tie Compa ,tea.ALL RIGHTS RESERVED. �FG/ T Q Me drOWRO s an inteprel pert of a Dom Jost component d=ffWd W defined In lheaaeGh d Genarel Nate..Thus draot q is not co rpI GNG� wi0tout the accompanying General Nabr.Thte Engineers Seal of this dmwbV Indicates mdy lost the eomjoist component sho-this AL` drawing meets applicable design aitsda for Loads,Loading Can6dars,aM SparsOmed an this sheeL This design assumes product installation aocording to themanufacmrers spedlfcabor s. 03104/2014 CS-Beam® Calculation 03/04/14 08:48:59 19 of 28 tntc ire 2. I I 140224—Gado-y—wedal"WODd—Cot 3-3-1, cmBeannftme 4.6.1.0 als Database 1476 2:07pm Seal: Member Data Description:G17 Member Type: Girder Application: Floor Comments: 2nd_08 Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 15.6 PLF Filename: SAClark Bru Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End category Replacement Uniform(PLF) Top 0' 0.00" 1' 0.00" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 2' 0.00" 27 7 Live Replacement Uniform(PLF) Top 1' 0.00" 19' 5.75" 27 7 Live Replacement Uniform(PLF) Top 2' 0.00" 6' 7.75" -53 -13 Live Replacement Uniform(PLF) Top 2' 0.00" 6' 7.75" 40 13 Live Replacement Uniform(PLF) Top 2' 0.00" 19' 5.75" -53 -13 Live Replacement Uniform(PLF) Top 2' 0.00" 19' 5.75" 27 7 Live Replacement Uniform(PLF) Top 2' 0.00" 19' 5.75" 40 13 Live Replacement Uniform(PLF) Top 6' 7.75" 10' 7.25" 0 60 Live Replacement Uniform(PLF) Top 10' 7.25" 19' 5.75" 0 60 Live Point(LBS) Top 0' 4.63" 0 0 Live Point(LBS) Top 0' 4.63" 0 9 Live Point(LBS) Top 2' 2.75" 246 2141 Live Point(LBS) Top 2' 2.75" 2760 0 Snow Point(LBS) Top 6' 6.88" 468 0 Snow Point(LBS) Top 6' 6.88" 249 580 Live Point LBS To 6' 7.75" 0 56 Live 19 512 19 512 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.565" 6170# -612# 2 19' 5.750" Wall N/A N/A 1.500" 2418# -540# Maximum Load Case Reactions Used for app"point bads(or One bads)to canying members Live Snow Dead 1 1356# 2805# 3049# 2 1023# 423# 1333# Design spans 18'10.5001, O��PVZ N OF MgSs�OyG JEREMY MARTIN m 0 GILSTRAP 1 U STRUCTURAL to NO.50090 M product names are Imdemarks of their respective owners. 'I� Q�,G/ T Q �' Copyright(c)2012 by Simpson Strang riie Company.Inc.ALL RIGHTS RESERVED. ,o This drawing is an Integral pat of a floor Jost camponerd document as deflned in arealtedred General Notes.This drawing is not complete G�G\ without the aacompanymg General Notes.The Enpnaefe Seed on this drawing indicates only that the floorjost component shownon the drawing mees a{pkWe design aiteda for Loads,Loading Conditions,and Spansgsted on this sheet This design assumes product msllistion acoadIng to tharmmnufactiae's spetigratk re 03/04/2014 CS-Beam® Calculation 03/04/14 08:48:59 20 of 28 Product: 2.0 RigidLam LVL 1-3/4 x 11-7/8 3 ply PASSES DESIGN CHECKS i NOTE:Pass-thni framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 613lbs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 540lbs at bearing 2 and ensure that the structure can resist appropriately. Loads on top of girder or beam are distributed equally on all plies of a multi-ply member. Minimum bearing length required is based on beam material. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 16796.W 35710.'# 47% 6.57' Total Load D+0.75(L+S) Negative Moment 2869.'# 31052.1# 9% 8.88' Total Load D+L Shear 60924 13622.# 44% 0.4' Total Load D+0.75(L+S) TL Deflection 0.7006" 0.9437" U323 8.88' Total Load D+0.75(L+S) LL Deflection 0.3330" 0.6292" U680 8.88' Total Load 0.75 L+S Control: TL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table N OF MgSS110, JEREMY MARTIN m 0 GILSTRAP U STRUCTURAL (n NO.50090 AU product names ere bademwlm of their respective ownere. Coprom(c)2012 by Sinpson Ssc wTie Company,Inc.ALL RIGHTS RESERVED. , p G/ T This drawing is an integral part of a flow jcW conpwnem dor merit as defined in theonactied Genwal Notes.This drawing Is rM contsiete NG\ without the ecoomparnrthg Gencrol Notes.The Engineers Seal on fire drawing indicates only that the flocricho component shownon Oft NAL E drawing meets o pficable design criteria for Loads,Loading Conditions,and Spandisted on this sheet This design assurnes product bmthllstion according m themanulacaaer's specifications 03/04/2014 I -- CS-Beam® Calculation 03/04/14 08:48:59 21 of 28 tntrbzm I I _ ury_ _ at - -I unBeannllngine4.6.1.0 1:26pfn Watertals Database 1476 Seal: Member Data Description:G3 Member Type: Girder Application: Floor Comments: 1st 06 Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 15.6 PLF Filename: S:\Clark Bru Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 2' 8.63" 409 216 Live Replacement Uniform(PLF) Top 0' 0.00" 32' 0.00" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 32' 0.00" 27 7 Live Replacement Uniform(PLF) Top 2' 8.63" 32' 0.00" 409 216 Live Point(LBS) Top 0' 4.63" 16 56 Live Point(LBS) Top 0' 4.63" 33 114 Live Point(LBS) Top 0' 4.63" 1 240 Live Point(LBS) Top 0' 4.63" 473 0 Snow Point(LBS) Top 10' 6.00" 49 69 Live Point(LBS) Top 17' 4.00" 1015 0 Snow Point(LBS) Top 17' 4.00" 5983 4353 Live Point(LBS) Top 31' 7.38" 16 56 Live Point(LBS) Top 31' 7.38" 33 114 Live Point(LBS) Top 31' 7.38" 1 240 Live Point LBS Top 31' 7.38" 473 0 Snow I 1740 1480 3200 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 5508# — 2 17' 4.000" Wall N/A N/A 3.552" 24321# — 3 32' 0.000" Wall N/A N/A 1.500" 4592# — Maximum Load Case Reactions Used for appMM point bads(or Une bads)to rarr tug members Live Snow Dead 1 3453# 473# 2055# 2 15104# 1015# 9218# 3 2976# 473# 1616# Design spans 16'11.375" 14' 3.375" Product: 2.0 RigidLam LVL 1-3/4 x 11-7/8 3 ply PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. �ZH of A44 Design assumes continuous lateral bracing along the bottom chord. ��PSIR Loads on top of girder or beam are distributed equally on all plies of a multi-ply member. Minimum bearing length required is based on beam material. JEREMY MARTIN GILSTRAP U STRUCTURAL In NO.50090 AD prod ct names ore IrWomala of then respective ownas. Copydght(c)2012 by Strtgson Srong•Tle Company.Inc.ALL RIGHTS RESERVED. I F(; T Q Thts drawing is an inlew part of a fioajoist conponem document as defined In thedtsdned General Notes.This drawing li not—plete without the accompanying General NotmThe Engine%Seel on ids drawing indicates ordy that the aoorjoM component chownon this IAL drawing meets eppacable design attafa for Loads,Loading Conditions,and Spand'ated on this sheet This design assumes product Installation according to the—f tcauer s specifications. 0 310 4/2 0 1 4 i CS-Beam® Calculation 03/04/14 08:48:59 22 of 28 Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 17966.W 31052.W 57% 7.16' Odd Spans D+L Negative Moment 22240.W 31052.`# 71% 17.33' Total Load D+L Shear 6677A 118454 56% 16.49' Total Load D+L TL Deflection 0.5571" 0.8474" U365 8.01' Odd Spans D+L LL Deflection 0.4000" 0.5649" U508 8.01, Odd Spans L Control: Negative Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Manufacturers installation guide MUST be consulted for multi-pty connection details and alternatives Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table PN',H OF MgSIs_ JEREMY MARTIN in - GILSTRAP U STRUCTURAL n NO.50090 AD product names are trademartm of their respective owners copyright(c)2012 by Sirnpson Strong-Tle company,Inc.ALL RIGHTS RESERVED. / TET`- This dewing is an Integral part of a floor joist componem d-ent as defined in dneedacined General Notes.This drawing is not mnpleta with=the aocompanying Genial NobmThe Engineefa Seal an this drawing indicates only that the floor joist component shawmn this NAL` drawing meets applicable design aiteda for t.wo%Loading Conditions,and Spandis4M on ads sheet This design assumes product installation aaaadhng to themanufachuefs specifications. 03/04/2014 CS-Beam® Calculation 03/04/14 08:48:59 23 of 28 truchae 1 4_ oury_ _ t _3.1 anBeamEngme 4.6.1.0 1271m1 Materials Database 1476 Seal:Massachusetl Member Data Description:G4 Member Type: Girder Application: Floor Comments: 1 st_06 Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.2 PLF Filename: S:\Clark Bru Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 2' 0.00" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 36' 0.00" 27 7 Live Replacement Uniform(PLF) Top 2' 0.00" 16' 4.75" 27 7 Live Replacement Uniform(PLF) Top 16' 4.75" 29' 4.25" 13 3 Live Replacement Uniform(PLF) Top 29' 4.25" 34' 0.00" 27 7 Live Replacement Uniform(PLF) Top 34' 0.00" 36' 0.00" 27 7 Live Point(LBS) Top 0' 4.63" 90 0 Snow Point(LBS) Top 0' 4.63" 23 126 Live Point(LBS) Top 0' 4.63" 65 95 Live Point(LBS) Top 0' 4.63" 0 455 Live Point(LBS) Top 0' 4.63" 934 308 Live Point(LBS) Top 16' 3.00" 1127 370 Live Point(LBS) Top 16' 4.75" 196 74 Live Point(LBS) Top 16' 8.00" 781 0 Snow Point(LBS) Top 16' 8.00" 9014 6554 Live Point(LBS) Top 25' 4.75" 400 150 Live Point(LBS) Top 29' 4.25" 60 36 Live Point LBS Top 29' 6.00" 457 193 Live 1680 1940 3600 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2486# — 2 16' 8.000" Wall N/A N/A 3.007" 19516# — 3 36' 0.000" Wall N/A N/A 1.500" 1157# — Maximum Load Case Reactions Used for applying point bads(or line bads)to mm/ing members Live Snow Dead 1 1424# 90# 1062# 2 11920# 781# 7596# 3 845# 0# 312# Design spans 16' 3.375" 18'11.375" OF�4SSgc'y JEREMY MARTIN m O OILSTRAP U STRUCTURAL rn NO.50090 A0 prod of Thames em tradenharlm of thm6 respective owners Copyright(c)2012 by Sirtpsm Saong•Tte Company,Inc.ALL RIGHTS RESERVED. I ��Cr T Q This drawing is an Integral pert m a Boor joist compmem doament as defined in theadac hed General Notes.This drawing Is not complete without me aocompaft General Not-The Engineefa Seal anthis drawing indicates only that the Boar joist compoment showmen this NAL E drawing meets applicable design criteria for Loads,Loafing CmCfians,and SpamsSsted an this sheet Thls design assumes product hhsar laBm according to memmuhaWrcfa spedrsatiom. 03/04/2014 CS-Beam® Calculation 03/04/14 08:48:59 24 of 28 Product: 2.0 Rigidl-am LVL 1-3/4 x 11-7/8 1 ply PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Minimum bearing length required is based on beam material. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 5741.'# 9953.W 57% 29.35' Even Spans D+L Negative Moment 4985.W 9953.W 50% 16.67' Total Load D+L Shear 14824 39484 37% 16.41' Total Load D+L TL Deflection 0.6294" 0.9474" U361 27.09' Even Spans D+L LL Deflection 0.4704" 0.6316" U483 27.09' Even Spans L Control: ILL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=160% Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table tH OF MASS,9ctiG JEREMY MARTIN m O� GILSTRAP -4 U STRUCTURAL fn NO.50090 A0 produd names are trademadm m Mou respective owners. / 'Q�C Q Copyright(c)2012 by Sirnixon Strong-Tie Company,Inc.ALL RIGHTS RESERVED. / T This drawing is on 6degrel part of a Dom joist wManto t document as defined M theadarhed General Notes.This drawing is not corWem wMod the accompaft General Noms.ma Engneees Sesi an this drawing erdsates only Mat the floor joist component shownon dds NAL crewing meet applicable design eniteda for leads,Loading Conditions,and Spanstisted on Mis sheet This design assumes produd insInlafion ascending to Memenufacoaer9 specifications. 03/04/2014 CS-Beam® Calculation 03/04/14 08:48:59 25 of 28 trumm 1 _ wry_ _Cot 3-3-1, 4.6.1.0 tenals Database 1476 2h Seal:Massausett Member Data Description:G6 Member Type: Girder Application: Floor Comments: 2nd_08 Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 20.8 PLF Filename: SAClark Bru Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 1' 0.00" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 2' 0.00" -53 -13 Live Replacement Uniform(PLF) Top 0' 0.00" 2' 0.00" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 2' 0.00" 40 13 Live Replacement Uniform(PLF) Top 0' 0.00" 2' 0.00" 25 50 Live Replacement Uniform(PLF) Top 0' 0.00" 7' 6.13" 240 252 Snow Replacement Uniform(PLF) Top 1' 0.00" 19' 6.75" 27 7 Live Replacement Uniform(PLF) Top 2' 0.00" 19' 6.75" -53 -13 Live Replacement Uniform(PLF) Top 2' 0.00" 19' 6.75" 27 7 Live Replacement Uniform(PLF) Top 2' 0.00" 19' 6.75" 40 13 Live Replacement Uniform(PLF) Top 7' 6.13" 19' 6.75" -53 -13 Live Replacement Uniform(PLF) Top 7' 6.13" 19' 6.75" 40 13 Live Point(LBS) Top 0' 4.63" 0 0 Live Point(LBS) Top 0' 4.63" 0 220 Live Point(LBS) Top 0' 4.63" 1 234 Live Point(LBS) Top 0' 4.63" 461 0 Snow Point(LBS) Top 2' 1.75" 957 0 Snow Point(LBS) Top 2' 1.75" 179 1026 Live Point(LBS) Top 7' 6.13" 0 51 Live Point(LBS) Top 7' 6.13" 2 1095 Live Point(LBS) Top 7' 6.13" 1650 0 Snow Point(LBS) Top 19' 1.25" 0 18 Live Point LBS Top 19' 1.25" 0 164 Live O 19 612 19 612 Bearings and Reactions t Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 7853# -211# 2 19' 6.750" Girder N/A N/A N/A 3304# -779# Maximum Load Case Reactions Used for apply"point bads(or line bads)to carrying members Live Snow Dead 1 1221# 3735# 4118# 2 1213# 1043# 16129 Design spans 18' 8.625" '(N OF Mgss�cyG JEREMY MARTIN to m GILSTRAP , U STRUCTURAL rn NO.50090 All product names are trademarks of their respective owner 'Q Copyright(c)2012 by Sint-Strano-Tie Compery,Inc.ALL RIGHTS RESERVED. This drawlrng is an integral pert of a Door joist conponem document as defined in Mealtached General Notes.Ttds drawing is not cornpleto G \ wehout One ecsompsnyorg General Naes.The Enprneels Seat on Bds drawtrng indicates ady Mat the floarjoist conpmnent showrnvn Mts AL` drug meets applicable design aitede for Loads,Loafing Conditions,and SponrSisted an Us sheet This design assumes product h,talletion scaadmg to themanufecbaece specifications. 03/04/2014 CS-Beam® Calculation 03/04/14 08:48:59 26 of 28 Product: 2.0 Rigidl-am LVL 1-3/4 x 11-7/8 4 ply PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 779lbs at bearing 2 and ensure that the structure can resist appropriately. Loads on top of girder or beam are distributed equally on allplies of a multi-ply member. Minimum bearin length required is based on beam material. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 25386.W 47614'# 53% 7.51' Total Load D+0.75(L+S) Negative Moment 4112.'# 41403V 9% 10.68' Total Load D+L Shear 64234 181634 35% 0.4' Total Load D+0.75(L+S) TL Deflection 0.7332" 0.9359" L/306 8.81' Total Load D+0.75(L+S) LL Deflection 0.3757" 0.6240" U597 8.81' Total Load 0.75 L+S Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Manufacturers installation guide MUST be consulted for multi-ply,connection details and alternatives Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. H OF M4S1 10 JEREMY MARTIN m GILSTRAP U STRUCTURAL to NO.50090 A0 product mmnea are trademerlet of theft respective owners / �Q�, O Copyngld(c)2012 by Simpson Strong-Tie Comport,Inc.ALL RIGHTS RESERVED. G/ T This drawing is m inb WU part of a fl o joistmnpwmM d==M as de0ned i n theaUodmd Gmerd Nates.This daw ring Is Trot mrrplete withoutthe accompanying General NubmThe Engineer's Seal on this drawftng indicates only that the floorjnid mnponent showncn Oft AL` drawing meals sppfiesWe design ait do for Loads,Loading Conditions,end Spanstistod on this sheet This design assumes product installation according to themanufacauela spedhcaaots. 03/04/2014 CS-Beam® Calculation 03/04/14 08:48:59 27 of 28 Ducume .8 I 4_Gadouryfi8CedsrwoocLCcR cmBeamEngine 4.6.1.0 2:07prr terials Database 1476 Seal:Massachuseu Member Data Description:G9 Member Type:Girder Application: Floor Comments: 2nd-08 Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500"max. LL i Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 10.4 PLF Filename: S:\Clark Bru Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 1' 0.00" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 2' 0.00" -53 -13 Live Replacement Uniform(PLF) Top 0' 0.00" 2' 0.00" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 2' 0.09' 40 13 Live Replacement Uniform(PLF) Top 0' 0.00" 2' 0.00" 25 152 Live Replacement Uniform(PLF) Top 1' 0.00" 2' 0.00" 240 150 Snow Replacement Uniform(PLF) Top 1' 0.00" 19' 6.75" 27 7 Live Replacement Uniform(PLF) Top 2' 0.00" 19' 6.75" -53 -13 Live Replacement Uniform(PLF) Top 2' 0.00" 19' 6.75" 27 7 Live Replacement Uniform(PLF) Top 2' 0.00" 19' 6.75" 40 13 Live Point(LBS) Top 0' 4.63" 0 0 Live Point(LBS) Top 0' 4.63" 0 2 Live Point(LBS) Top 0' 4.63" 0 220 Live Point(LBS) Top 2' 1.75" 276 1686 Live Point(LBS) Top 2' 1.75" 2117 0 Snow Point(LBS) Top 2' 2.75" 53 457 Live Point(LBS) Top 2' 2.75" 589 0 Snow Point(LBS) Top 19' 1.25" 56 42 Live Point(LBS) Top 19' 1.25" 88 63 Live Point(LBS) Top 19' 1.25" 0 161 Live Point LBS Top 19' 1.25" 126 110 Live 19 612 O m 19 612 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.125" 5799# -303# 2 19' 6.750" Girder N/A N/A N/A 2122# - Maximum Load Case Reactions Used for apptying point bads(or line bads)to carrying members Live Snow Dead 1 1210# 2675# 2886# 2 1176# 271# 946# Design spans 18' 8.625" OF MASSt'9C" 116 JEREMY MARTIN m OZ GILSTRAP U STRUCTURAL rn NO.50090 Ad product names are trademarks of their respective owners. Copydpht(c)2012 by Sim..Strang-Tie Coaparry,Inc.ALL RIGHTS RESERVED. , �i/ T This drawing is an in"ral pen of a Door)Dist ocoponent document as defined in theatt-had General Notes.This or-"is net complete without the eocor pmrying General Notrre.The Engine's Seal en Oft drawing Indicates gay that the flow joist component showman dire AL` drawing meeis applicable desk aiterla For Leads,taadng Cand ons,and Sp-9sted an this sheet This design aswmea product Installation according to themanufadurefs spedfrations 03/04/2014 L 1 CS-Beam® Calculation 03/04/14 08:48:59 28 of 28 Product: 2.0 Rigidi-am LVL 1-3/4 x 11-7/8 2 ply PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. i Review gravity uplift reaction force of 303lbs at bearing 1 and ensure that the structure can resist appropriately. Loads on top of girder or beam are distributed equally on all lies of a multi-ply member. Minimum bearing length required is based on beam material Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 9858.W 22891.'# 43% 5.07' Total Load D+0.75(L+S) i Negative Moment 2460.* 19905.# 12% 9.74' Total Load D+L Shear 51794 90814 57% 0.4' Total Load D+0.75(L+S) TL Deflection 0.6301" 0.9359" U356 8.81' Total Load D+0.75(L+S) LL Deflection 0.3628" 0.6240" U619 8.81' Total Load 0.75 L+S I' Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturers installation guide MUST be consulted for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reacxion table Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. V,,jN OF MgSS,9 JEREMY MARTIN rtt GILSTRAP cU STRUCTURAL fn NO.50090 Ad product names aro trade—to:of their respective ovmrva. 'P 'Q� 0 Copyright(c)2012 by Sintmon Strong-Tie Company,Inc.ALL RIGHTS RESERVED. (a'/ T This drawing is an integral pan of a Ilan joist component dorvment es defined inite thee hed General Notes.This drawing is not complets without the occompmrying General Nores.The Engineers Seal on Nis drawing indicates only that the floor joist component shown this NAL Env drawing mete applicable design whets for Loads,loading Condifions,end SpamOsted on this sheet This design assurnes product installation according to NamanufesWrere specific bons. 03/04/2014 ,I sS Sb"c°°e-Z06.8fBwld 11 140224_Gadoury_68Cedarwood_Cot 3-3-14 ImtBeamFngine,IA 1.0 MaterialsDahahase 1476 1:29put IofI Member Data Description:B7 Member Type: Beam Application: Floor Comments: 1st_06 Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500" max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 26.0 PLF Filename: SAClark Bru Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.W, 0' 1.75" 745 186 Live Replacement Uniform(PLF) Top 0' 1.75" 0'11.75" 904 226 Live Replacement Uniform(PLF) Top 0'11.75" 2' 3.75" 904 226 Live Replacement Uniform(PLF) Top 2' 3.75" 2'11.75" 904 226 Live Replacement Uniform(PLF) Top 2'11.75" 5' 2.50" 904 226 Live Replacement Uniform(PLF) Top 5' 2.50" 14'11.75" 904 226 Live Replacement Uniform(PLF) Top 14'11.75" 16 7.75" 904 226 Live Replacement Uniform(PLF) Top 15' 7.75" 17 4.75" 904 226 Live Point(LBS) Top 0' 1.75" 781 0 Snow Point LBS TOP 0' 1.75" 10678 7453 Live 040 17012 (D ®� 17 412 Bearings and Reactions Input Nn Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 4.000" Wall WA WA WA 28451# -- 2 17 4.750" Wall N/A N/A N/A 9676# - Maximum Load Case Reactions n Used for applying point loads(or line loads)to carrying member: Live Snow Dead '� / mtx 1 18709# 789# 9742# NEALSS.. 2 7632# -8# 2044# LMTGI!ELL JR. a STPL•::'t:RAL m Design spans 9 4.000"(left cant) 15 10.625' f' • v Product: W 10 x 26 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 40.49'k# 76.72'k# 52% 8.79 Even Spans D+L Negative Moment 3.46'k# 76.72'k# 4% 0.33 Total Load D+L Shear 18.48k# 53.56k# 34% 0.32' Total Load D+L LL Deflection 0.3959" 0.5628" U511 8.76 Even Spans L TL Deflection 0.4959" 0.8443" U408 8.79 Even Spans D+L LL Defl.,Lt. -0.0250" 0.2000" 2U319 a Even Spans L TL Defl.,U. -0.0309" 0.2000" 21J259 a Even Spans D+L Control: LL Deflection All product names are trademarks of their nesiecgve owner; DP L RIGHTS Inc.ALL 665 Church Street "Pasangfsdefined as when the mem�ogorjoisht t beamorgini�ownStronon the draawMe ingymeets applcable designRESERVED. teriia for Loads♦Loading Conditions,and Spans listed on this sheet The Whitinsville MA deal n must be reviewed a qualified desl nerordra lesaonal as uired forapproyal.Thisdesitin asstones roduct Installation accordi4 to the manufacturers ifications FeAdal l ion Cabinetry To: 15089281123 17:40 03/06/14 EST Pg 1-1 DATF: March 6,2014 TO: Our Valuc:.d Medallion('uaumca•. FROM: Kyle l hinter,Customer Cure Alemager RF: Temporary l.oatd Time Fmcnsion The beginning of the spring selling season has started and sales are more brisk than expected, most likely the result of a healthy housing market and a rough win(er that delayed projects until the weather subsided. We linee astetl a signilican( increase in demand several months ago; therefore,we began increasing our work-force and securing shipping routes with our logistics partners. Unfortunately, despite those efforts we are in a situation where we may have to extend lead times. Please check your acknowledgements carefully on any new orders placed as delivery windows my be extended by one week. Please contact your Medallion sales representative if you have any questions. Kyle HLIn(el' C'u lwner Cure Manager YT 6119 -1 FMember [Buftd lj 140224_Gadoury_68Cedarwood_Cot 3-3-14 2.1 m 76 lof2 ata Description:G13 Member Type: Girder Application: Floor Comments: 2nd_08 Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500" max. ILL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 33.0 PLF Filename: S:\Clark Bru Other Loads Type Tdb. Other Dead (Description) Side Begin End Width start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 0'11.75" 333 171 Live Replacement Uniform(PLF) Top a 0.00" 2'11.75" 80 0 Snow Replacement Uniform(PLF) Top 0' 0.00" 2'11.75" 298 158 Live Replacement Uniform(PLF) Top 0'11.75" 3' 9.75" 333 171 Live Replacement Uniform(PLF) Top 2'11.75" 4' 5.75" 80 0 Snow Replacement Uniform(PLF) Top 2'11.75" 4' 5.75" 298 158 Live Replacement Uniform(PLF) Top 3' 9.75" 4' 5.75" 333 171 Live Replacement Uniform(PLF) Top 4' 5.75" 4'11.75" 80 0 Snow Replacement Uniform(PLF) Top 4' 5.75" 4'11.75" 414 274 Live Replacement Uniform(PLF) Top 4' 5.75" 4'11.75" 449 286 Live Replacement Uniform(PLF) Top 4'11.75" 5'10.06, 402 261 Live Replacement Uniform(PLF) Top 4'11.75" 8' 3.69" 359 187 Live Replacement Uniform(PLF) Top 5'10.06" 8' 3.69" 402 261 Live Replacement Uniform(PLF) Top 8' 3.69" 9 11.75" 402 261 Live Replacement Uniform(PLF) Top 8' 3.69" 12' 6.00" 359 187 Live Replacement Uniform(PLF) Top 9 11.75" 12' 1.06" 402 261 Live Replacement Uniform(PLF) Top 12' 1.06" 12' 6.00" 402 261 Live Replacement Uniform(PLF) Top 12' 6.00" 14' 1.50" 290 127 Live Replacement Uniform(PLF) Top 12' 6.W' 14' 1.50" 333 150 Live Replacement Uniform(PLF) Top IN 1.50" 14' 9.00" 290 127 Live Replacement Uniform(PLF) Top 14' 1.50" 14' 9.00" 333 150 Live Replacement Uniform(PLF) Top 14' 9.W' 16 1.75" 333 150 Live Replacement Uniform(PLF) Top 14' 9.00" 1T 6.25" 305 150 Live Replacement Uniform(PLF) Top 16' 1.75" 17 6.25" 333 150 Live Replacement Uniform(PLF) Top 17 6.25" iT 11.75" 27 7 Live Replacement Uniform(PLF) Top 17 6.25" iT 11.75" 27 7 Live Replacement Uniform(PLF) Top 17 6.25" 17 11.75" 0 61 Live Point(LBS) Top 0' 1.75" 1204 877 Live Point(LBS) Top N 5.75" 452 319 Live Point(LBS) Top 5' 1.50" 254 0 Snow Point(LBS) Top 5' 1.50" 33 350 Live Point(LBS) Top 12 6.W' 0 121 Live Point(LBS) Top 14'10.00" 23 1047 Live Point LBS To 14'10.00" 1097 0 Snow 0 1 12 1710 0 1711 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 1.750" Wall WA N/A WA 13034# -- 2 17 11.750" Wall N/A N/A N/A 10711# -- Maximum Load Case Reactions Used lot applying point loads(or line loads)to carrying member; Live Stow Dead 1 7748# 696# 528W 2 6119# 1049# 4593# Design spans 0' 1.750"(left cant) I 5.375" All product names are trademarks of their respective owners DP L 665 Church Street Copydght(C)2013 by Simpson Strong-Tia Company Inc.ALL RIGHTS RESERVED. Whltl rlSVllle MA "Passing isdefined as when the member,fioajois,beam or girder Grown on this dmwing meets applicable design cetera for loads,Loading Condifions,and Spans Ilsed on thlssheeL The des n must be reviewed a alified deal new cedes fessonal as wired for meal.This dell n assumes roduct instal accordin to the marnufactureis Ificafions. Cs Structure—zob gtBuild 11 140224_Gadoury_68Cedarwood Cot 3-3-14 krnBeamFnghte4A1.0 2:1 m Materials Database 1476 2of2 Product: W 10 x 33 (5011 PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. NOTE:Pass-thru framing is required at point loads over bearings. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 48.81'k# 96.25'k# 50% 8.87 Even Spans D+L Negative Moment 0.01'k# 96.25'k# 00/0 0.15 Total Load D+L Shear 10.81k# 56.43k# 19% 0.16 Total Load D+L LL Deflection 0.3160" 0.5816" U662 8.87 Even Spans L TL Deflection 0.5403" 0.8724" U387 8.87 Even Spans D+L LL Dell,U. -0.0085" 0.2000" 2U411 a Even Spans L TL Defl.,Lt. -0.0145" 0.2000" 2U241 0' Even Spans D+L Control: TL Deflection Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table 1"OF NEi4L 8. PA�TGI Irt.L JR. STgt.�:'t:AAL � I All product names are trademarks of their respective owners DP L Copyright(C)2013 by Simpson Strong-Tie Company Irrc.ALL RIGHTS RESERVED. 665 Church Street "Passing is defined as when the member,Iloorjoist,beam or girdet shown on this drawAng meets applicable design criteria for loads,Loading Conditions,and Spans listed on this sheet The Whitinsville MA desl n must be reviewed a alifled blest ner ordesl fessonal as ulred for al.This design assumes product installation accordInA to the manufacturers Bmilications A� CeStnreaae-Z06.s(Bttild 11 140224Gadoury_68Cedarwood_Cot 3-3-14- IanBeamFn&4.6.1.0 _ MaterialsDambase 1476 1:27pm Iof2 Member Data Description:B6 Member Type: Beam Application: Floor Comments: 1st_06_STEEL Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500" max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 26.0 PLF Filename: SAClark Bru Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top a 0.00" 6' 5.00" 849 263 Live Replacement Uniform(PLF) Top 6 5.00" 12' 5.00" 849 263 Uve Replacement Uniform(PLF) Top 12' 5.00" 15' 8.19" 849 263 Live Replacement Uniform(PLF) Top 15' 8.19' 19 5.00" 849 263 Live Replacement Uniform(PLF) Top 19 5.00" 1910.501, 923 289 Live Replacement Uniform(PLF) Top 19 10.50" 29 9.06" 904 226 Live Replacement Uniform(PLF) Top 29 9.06" 21' 3.00" 904 226 Live Replacement Uniform(PLF) Top 21' 3.00" 22' 7.75" 904 226 Live Replacement Uniform(PLF) Top 22' 7.75" 32' 5.00" 904 226 Live Replacement Uniform(PLF) Top 32 5.00" 33' 7.00" 904 226 Live Replacement Uniform(PLF) Top 33' 7.00" 34' 5.00" 904 226 Live Replacement Uniform(PLF) Top 34' 5.W' 36' 5.00" 904 226 Live Replacement Uniform(PLF) Top 36 5.00" 37 4.75" 904 226 Live Point(LBS) Top 19 5.88" 1015 0 Snow Point(LBS) Top 19' 5.88" 14212 8978 Live Point(LBS) Top 19' 7.75" 1637 864 Live Point(LBS) Top 37 3.00" 770 0 Snow Point LBS Top 37 3.W' 10716 7474 Live a 19 712 17 5 0 0 4 0 r 37 412 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000" Wall WA N/A N/A 9423# - 2 19 7.750" Wall N/A N/A N/A 52101# -- 3 37 0.750" Wall N/A N/A N/A 27286# -- Maximum Load Case Reactions Used for applying point loads(orline loads)to carrying members l /J _ Live Snow Dead ' `� �HOF 1 7198# 2# 2225# NEAL B. 2 36075# 1003# 16026# MITCl IeLL JR. 3 18106# 780# 9179# STRL.L:'I:RAL No. Design spans 19' 5.625" 17 5.000" 0' 4.000"(rigM carrt) Product: W 10 x 26 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design limits maximum unbraced length to 17.00'on the bottom chord Allowable Stress Design Actual Allowable capacity Location Loading Positive Moment 38.9Uk# 76.72'k# 500/6 8.94' Odd Spans D+L Negative Moment 48.81'k# 76.72'k# 630/6 19.65' Adjacent 1 D+L Shear 18.58k# 53.56k# 340/6 37.09 Total Load D+L LL Deflection 0.4546' 0.6490" U513 8.94' Odd Spans L TL Deflection 0.5685" 0.9734" U410 8.9r Odd Spans D+L LL DefI.,RL -0.0210" 0.2000" 2U381 37.4' Even Spans L Ueti.,Fit. All product names am tradcAAWeirrespective owners 0.2000 2U349 37A DP Ven pans 665 Church Street Copyright(C)2013 by Simpson Strong-Tie Comparry Inc.ALL RIGHTS RESERVED. WI11tInSVllle MA "Pessing isdelined as when the member,fioorJolst,beam or glydei drown on this drawing meets applicable dedgn criteria for Loads,Loading Conditions,and Spans listed on this sheet The dasi muss be reviewed a qualified designer or designprofessional as wired for royal.TNs deli n assumes product Installation according to the manufacturers ificailons I w CS StructraeThr 7A6.8f Build q 140224_Gadoury_68Cedaf wood_Cot 3-3-14 Ianf leamEngine 4.6.1.0 Materials DaWxw 1476 1:27pm 2of2 Control: LL Deflection ti All product names are trademarks of their respective owners DP L 665 Church Street Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL PoGMB RESERVED. WhItI rlSVl��e MA "Passing Is defined as when the member,Door joist,beam or girdet shown on this drawing meets applicable design criteria for Loads,loading Conditions and Spans listed on this sheet The desi an must be reviewed by a alified designer or design fessional as required for approval.Thisdesi gn assumes product installation according to the manufacturer's g2cifications. 1 .J I ,-Swfinson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 PauRSwansonStructuraL com M,455A k/ S Marc 8v(t. ' Cow 8 p. wI ; 17 ' ' 0 rrL 301. 1. 1 Q�StGt+! ►2. t�"12r�4 oPrfoN 3 .¢ c.E 7 i i . i wtn/0.fv g'S Snti S 5 M M �R S Mt�f'FK>> ! D !x 555; i I C / Z D I ll. b i i i tv, I i j ; 1 i 9 ; lI 31 LOADo 1I ' 2 l ' S3i -� - i i ; 1 k OrxO : .72 La 117 • I i 4 n`�� I Job Name LOW Job Number Location CeOA&W0 OD, C O T✓1 I- /Iti4 Sheet � of ,,(( Client V bV 6A�008- By PUTS Date 3 2717 Swanson Structural. Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 PaulaSwansonS&ucturaLcom D?CA Co (P 6. 12- 61 L -710 It-7 00 Xu �__CA 15 (cA /A L. 6 1VICS . + AD_5 6 7,9 X 1190 r A C, sae; 2L3 4A, X )LAC20 �55 j AAA lj� ro X4 rt'r Ui. U U U Wt A\ Job Name Job Number— Location Sheet 2. Of Client Bv PwS Date _1127J4 b L~ v O O Op � Lo �u O — � o � �A C)�o0A D D Ddop r-m (*1 o O(, czn D rn N � ax N rn0 3 �N O A rn0 rP;u Orn N �I4b v�� 128� A1��q rri 0Z� E E E E Y I�JCCC7ii�1�v Cr, 1,� DZD ZC�0Z �O f E E�f�E� F rbOOl� C D('1 Z I'l Z 1 C1 7 U E E E E 3 H r) r u'L'1�1 r�r A ,z f E CS Rlfn D DDrn yZD c n ep Fi �b k E C�11� �grn in 'Co t t E E E Z tb 0 3 2 f f f E E E y Z Cl __� f f f f f Or "to 1 t E t E t E t E E f f E 8 >t t IFE F f f�� f f I��' 7► A txl 0'1- , E E r k k E k 20' E E E ,f �l rw 12 y/ d E �IATIf�yF�.f�� E f F `J 1;`]�JJ� C� /f1 '\ •. E E k E r 1y t E f t E ' b � 70 rq --OL f E E F t E f D / I I <CkF k F f F E F I m- 4 t E t Itn�l D E f t f IFE E E E41 Oz E2 50- 4t y �ijo <Jos— ^� E E •29 C/ D n A Z E fE' E F J f f 10G� E b � E E t F F _ �r �OOD F rj[ t f E E Z ts r O O ri B- ` '+ .jam O t�'',�.�4�'�/�• � < Jillc� v'^^ � �� {:n",: '1'� �•'�: J( tP N�� G'�'.�A$ayEB�Y.�.'C � b `U D ~► V [1 �D SDI 1-1 C21 F. Eel I n 11 70 a 3 rq a H cue {c��i z a i A 20 / 3 � I N i P I o I I If I ( I I O n n m FWETLANDAXPERMITTINQ.-ARES LAND DESIGN A SITE + LANDSCAPE AMENDMENT PLAN FOR: REVISED: LAND PLANNING - LANDSCAPE DESIGN ,'.,��' R r4�Trs P.O. Box 580-5agamore beach. 025G2 www. avarescapeco .ne =� = PAUL SULLIVAN ULY 24. 2009 C508)-224-G433; FAX=C50b)-224-3777 wettechstavarescapecod.net French Drain Scale: Drawn: WAYNE TAVARE5 L.A. �f, 6wQ��`r 68 GEDARWOOD RD. — GOTUIT. MA 02G35 added (�Nus..► OV. 25. 200 Date: MAY 24. 2009 Checked: Job No. 09-3550 PREVIOUS LOCAL PERMIT BGG-0189 Q:e�')bsl •y 'A�-• IV's * k. r _..._7 !:•TIC -.,•-, .,< ..�r".a...•_ -'i. 'se'> .-.. e�....i• .. - - { e 'h" -- �r - • ; _ _ ... R-t•'.-�N�'".^+F.^y..'-.+.^_^lt•+..^^ _. v+•-,.r'�,N F..w•'�.= !r-';Y"'F'A=^'- _ - ,( .. ...... ,._ -•T -. . ._ _..- - � «. / ,.,:,_.• -... ..t.� ,�.. !'""'` L -- ....»..! -..,•-R.-;?:a'�C"•i`.• r.+3�•+ r-.•.s..- =..z-,•.;_., "_. Y..=.:%f:.rEE�:a--,c - t - y . ,• 'ri'.;�'!+• Sz;, '{l e-�...+ .x ''1ft� r, Ai' air _(� '�� ,f'• f ,tl• Zj _ _ .. 1y ! f A•cvl 00 '� r vim• t_ y . / no . 1� _ /� a ,N•,�•E•• y„..` ��;•�" ,\ o p•P �/ 't,•. j•' ,ti �` J ' 3�5o O :36q oo0,....... k \01 A OO -�N o�ns ROAD a ^O y A / / �•. q �� a Z O �s 4a°°° CSC 1.� �A �+ f '\� J �': 168 16 8�0 l' p ArO` 1p 5 _ \�L 00 d�� '4 0 * et p 2�—'_.� , �'s o TO / 20OL 4 ti ;.N'• 27500 '•,� '•ram 2r(• "� �d0 P . • • IPA 2� a �r I' \ 4• a"~,M • ` b �• w t� .n.c 40 �� q l2 O 2r 'V �O y O Ibo r A) q 14 7 titer r') �•\ # Z840 0 ••' • •• s s ^ r ^' A i n /� • ♦ O i OOn N �d1 � OZ 4 ti IROq.a 0 Af' rM �Q^ o 0 ,1 as 106.0.0•. Aj Rid i goo 0 O � I� � • O r. O e 45 7 �O 000 fj�L y a��` MM ` � ♦AP b � �� p .� �tso 181 56400 .� 1q2 : . . �2p \` 0 t ,{ i 3440.0 ♦- 36400 - _ $so.00 �00' ., ,..,. r ,•. 60,500 ZOO Oto 742( 4 0O Uo 1p ............ ewe 9' ROAD ova, . R CB LEGEND WETLAND FLAGS 116--- = EXIST. CONT. 7/ " fCo,+rmdF�rgdr 1 l� ��W t 00 � w—w— = PROPOSED WATER ! d �,� .o° ♦ = TEST PITS ?' �a eotut.N;igt;►anas. �'`. 3'�� \ ■ = CONC BOUNDS PROPOSED 36' 1500 GAL �2 \ , �. LOT 202 PERCENTAGE OF LOT COVERAGEri ,. TANK GA F p, LOT AREA 40,266t S.F. � PROPSED STRUCTURES 11.29' PROPOSED DRIVEWAY 10.6% C', 0 FOTAL PROPOSED 21.8% PROPOSED S.A.S. N CHAMBER TRENCH O' ' \ % paI O ° o�� \ LOCUS MAP PROPOSED RETAINING WALL c0 /C o \ , e\� lam' / \ 1OO s DESIGNED BY OTH 129 ERS , , � PLAN REF: 19-143 TOP OF WALL t �/6 \ � , �� DEED REF: 24079-209 ASSESSOR'S MAP: 020/078 ZONING: RF 06 SETBACKS: 30'-15'-15' �.° 4 I' I f , /\ / FLOOD ZONE. C 1 o.2sft °� \ / j \� \/ ----- , Pz ,�r---- PANEL NUMBER: 250001 0021 D DATED: 7/2/1992 toI i° N N r CB I (FNo) N i I ! 40t_ 5.9�sQ' / (ND) FLAG- M• i i j I I I I / �I J / % CN F 4f PHOJED ;./ � � � PLOT PLAN OF LAND OF 44 LOCATED AT: 21. ft i ( I ; O TEST PIT o DABVID G 68 CEDARWOOD ROAD I X I � ��• I oI Wi if j—r v—i9 I FLAG WETLAND wtu v MASON COTU I T, MA 0 No.106Z, Go p� FLAG sSP 4 PREPARED FOR: u TIP3) � o Q o�� .\FL5AG i VINCENT GADOU�Y N I � � ry c, MARCH 20, 201 �� Al i . I Q-, o LOT 200 , ,'� ,�o r0�. FLAG REV: MARCH 25, 2014 I � REV: JFLAG REV: 7 YANKEE LAND SURVEY CO, INC. I GRAPHIC SCALE 119 ROUTE 149 BENCHMARK: CB� I 40 0 20 40 BO DATUM: AS118.83 SIGNED ND) l� FLAG '. M AR STON S MILLS, MA I�- 8 �� i TEL: (508)428-0055 FAX: (508)420-5553 i, i 1 inch = 40 ft. yonkeesurvey�@comcast.net www.yankeesurvey.net i �c� FLAG SHEET .1 OF 1 JOB#: 54994 JM SEWAGE SYSTEM PROFILE VIEW N .T . S . PROPOSED T.O.F. 125. 25 (36" MAX COVER OVER SYSTEM COMPONENTS) PROPOSED FIN GRADE = 121't (o RISERS PROPOSED FIN GRADE = 121't 4" PVC . 1/8" TO 1/2" DOUBLE WASHED STONE ® 3" THICK OR GEOTEXTILE FABRIC VENT 20" 20" DIA DW. PROPOSED FIN GRADE = 121't EL 118.48' B MIN p I12 EL UUt 8.5' INSPECTION 120.0' 10" MIN. 248" V EL RT ON 11 L 118.05 INV EL 118.2' E OLB W FLO17.95' INV Etsump V EL EL. 117.22' o O 0 0 o O LIQUID LEV 117.617.48' ED GAS BAFFLE STONE a a - --- - - EL. 115.22' PROPOSED 1500 GALLON TANK DISTRIBUTION BOX 48.. • 3/4" - 1 1/2" 48" DOUBLE WASHED STONE TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A PRECAST REINFORCED CONCRETE DISTRIBUTION BOX 50.5' cV MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON DISTRIBUTION BOX SHALL HAVE WATERTIGHT COVER O7 THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE MINIMUM WALL THICKNESS = 2" CLEAN-OUT MANHOLE. MINIMUM INSIDE DIMENSION = 12" THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE THAN 3" OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. 2" MINIMUM BELOW INLET INVERT. SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9" THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL ALL HAVE TWO 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS EQUAL INVERTS AS DETERMINED BY FLOODING THE DISTRIBUTION BOX TO BOTTOM OF SOIL PIT = EL. 105.3' OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS. THE HEIGHT OF THE DISTRIBUTION LINE INVERT AFTER ALL LINES HAVE NO GROUND WATER OR MIDDLE ACCESS PORT SHALL BE 8" DIA MINIMUM. BEEN SEALED IN PLACE.INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE AND REDOXIMORPHIC FEATURES OBSERVED THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. NONDEFORMABLE MATERIAL PERMANENTLY FASTENED TO THE LINE OR SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH TO PREVENT SETTING. 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT SETTING. SEPTIC TANK CAPATICY: DESIGN DATA: FIN GRADE = ' ' w REQUIRED - 660 GALLONS AT 200% SIX BEDROOM = 6 X 110 = 660 GPD REQUIRED FLOW 12.83' PROVIDED - 1500 GALLONS NO GARBAGE DISPOSAL ALLOWED , • , •• , USE: CHAMBER TRENCH 50.51 X 12.83'W X 2' EFF/DEPTH 3491 •."' _ _ 6•' 24.• (50.5' + 50.5' + 12.83 + 12.83) X 2.0 = 253.3 S.F. • 48" . •48"• GENERAL NOTES: 50.5' X 12.83 = 647.9 S.F. 58" f 1. ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP 901 .2 X .74 = 666.8 GPD TOTAL DESIGN FLOW TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS N NUMBER OFF UNITS FIVE FOR THE SUBSURFACE DISPOSAL OF SEWAGE. SOIL DATA: 2. ACCESS PORTS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" TEST DATE: 03-18-2009 PROPOSED LEACH TRENCH - END VIEW OF FINISHED GRADE SOIL EVALUATOR: DAVID B MASON INSTALL FIVE 500 GALLON UNITS FEET OF 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF APPROVAL DATE: 10/94 WITH FOUR AT SIDESDOUBLE AND ENDS WASHED STONE WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' HEALTH AGENT: DONNA MIORANDI OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN P#: 12497 10' OF DRIVES OR PARKING, UNLESS NOTED. T.P. #1 PERC <2 M/INCH T.P. #2 PERC <2 M/INCH T.P. #3 PERC <2 M/INCH T.P. #4 PERC <2 M/INCH 4. THE EXCAVATOR/CONTRACTOR SHALL CALL DIG SAFE AND VERIFY THE LOCATION OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR EL 119.5' 0. EL 118.7' 0. EL 117.5' 0. EL 116.3' 0. ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. ORGANIC "°" "°" °"ORGANIC ORGANIC ORGANIC 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA. UNLESS OTHERWISE NOTED) 3" 3" 3" p 3" 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE "A0" " "LS" 10 YR 5/6 "Ls" 10 YR 5/6 " "Ls" 10 YR 5/6 "Ls" 10 YR 5/6 MORTARED IN PLACE AND SECURED TO UNAUTHORIZED ACCESS. 7" 'AD' 7. 'AO' 7. 'AO' 7. 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. "BIM' "Ls" 10 YR s/r3 .8 �Lg" 10 YR s/a .B ^Ls" 10 YR s/8 .BW. "Ls" 10 YR s/8 PERC ELEV.: 116.5 36" EL 115.7 36" EL 114.5 36" EL 113. 36" 8. EXISTING SYSTEM COMPONENTS - IF ANY - SHALL BE ABANDONED PER EL 1 66.5 MEDIUM MEDIUM MEDIUM MEDIUM PERC E]EV.: 113.0' TITLE 5 REQUIREMENTS. SAND SAND SAND SAND 9. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT YANKEE "Cl" 10 YR 7/3 "C1" 10 YR 7/3 "C1' 10 YR 7/3 "C1" 10 YR 7/3 SURVEY 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. 132" 132" 132" 5.3' 132" 10. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR No G\WATER OR NO G\WATER OR NO G\WATER OR NO G\WATER OR COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES SHEET 2 OF 2 JOB#: 54994 i 1■�r■a-� _ _ - �I - 'i �� Ili�!i�_:i(1�7fe�lll�1 '_..a c-� - a-•.� � � — - I ere_e SMOKE DETECTORS REV3 �4% 7/ ILDI.NG DEPT. FIRE DEPARTMENT i l' s a■ � 1� ��'! ��. 1 °,a°rso.� s D�� !�`��l_.!D! � � sl+. ! � � � j 1 e � I s '�+�• �/ � � aw _I rm � ■� � I o _ ova-sa�■._in.--a=o.m��w.wl-ay�,w,r ®al�-a.wo;_::a.= � ■e ay�� ! h. Oi' .■■I�d ■s Orr: I mm a Ma �!� e■�I�YG-ac��.�m L_'�I i■ ^a oil HJill- JI _ MOM _aq I I e; WAIb`1• tis? - •,•.. �a�-�.�'�C�"�;: 1ivi gyp;, ._ LL .. • _ .. .3 ` s.RS1ta1M1c: .iYitl � V�(/�n (!� it 7 - / �5 FPS 5 DE51C�N 2EF OPLI tztc ,: 4T �.• - �4 I G - .—. .1 ._._._...... .._.._._I_ _'.. ..__..... s I. .. ._.'.._...._..�..._ 1 ... _'_'............._......_...� 4 O' I B''47 g•p" w�c-emv..Plcft4 •J � � le::CeNi RC16_\VALE ' w � �' I --- -- ------ — .'Tit— it--- - ---------- --_—��---� .•e ` — --0 o .te,afJNYGW Io;tfn'�[eM.t'.OtG::� I o' � I �I II . i I .,. j • 1 � j I _ I I I I I f- ( �_R wrrt�tY'LavEtt ,o I' 10" =4-1,,. ,rj' .�._6. .. I �_.e" he .317M.L'ZYP.ICD'1::eeuNaMtoN 1.4'_LO" �• _ - . '3tl. I N c2¢T.L ..F�.a:a•r{--. . .. --�-- I I �,/n rs � 5)a n c►� y I I � !I -�f ' ,i ', + � a�.L�.-•air er ./ i I •o Cato AckpC45 I I ro' 24,_ic ' II I c �---_^-----------t Le to I' .d-sEFEIP'Pb.¢:h-tClf[cai I I GOMrVMUO.ue.% .R.io c 14c. POO.TIAL ----- ---`-------� `e. vat aA>m UM*aaor CLISMM DESIGM a 9UII n BlnksW=.Mass. 6W-509-1278 5 �02 wa LL- P 1.,.E w e I P!D N� -� �A P. )k /VorE woo0 PA-N&t- `''seG►4A1 SM hIMAIA ou O TV JV.t 1�Iti is ' ate•-� �vrt1�.IolL A-tt. rtaNs 7f�b"�� o� .SPF SNps 2 jh4CCS - P)CUD I?tvek vyS,ppo&luz OWS l o' � i ! _ .. � 1 -' �O .' � � ®5 PE'Gt�d'�- lV,�}•I�•,•/i�Gj. ,'(WpN•� G 3 D.fr Nuke, NA •a NO�O Dowws r 3'xtP 5 (JI , 11-fDu2 t S/8 0 RoD . ._ -5�°M • - >rY � � Tv 3-2x6 s rvus • e 'f�9" ••S.o '1'4+4" 11-10" To �" ZX6 SNDS r oxl a: I r1 �i t VA_ ro P R -E.L'6fc\CeRE loe ' I .3 9 y Sn/bS r - j j�------ 'a 4 Pv5 t V8"0 QoD to Powf r-lR. �t u` J M A'S.•1'.E R S.-A r�i POP - -�40 as®.erma u 1" � X � �o 5T• . . �.�• - _.i• ;4" -, e.•y. ' Yxee elves aae. 1 v dtJo �R Tore �_ F 2-7 ..LAV, x u 4 a , a n �Io.0 '-r." 9�� 6-L` .4'-C 9�o" 4•'- der ,l,`. '` Iltp• 5.4 0 . 10 N �,-� -- .----- --- -i .—~--Y ._— f1.6S CNGGK UWSIS IA94Q0• • (�8 GEbR4woo� . I - CZ s t 0.a i'2 h L Ga r>t r, mt A G � M M � . . Cwn•T� �I �tl 1 .. 1p`�' 1. 9.'•q'WIIY'} S•t'WALL.. 1 °a 6 /:is,.tlT-•. ESN � f 1 E Q R O:O A�1 y1rt• -c-L-Q:ae T__: .. J o •4" . .•a, b 4, v - t'EI7I360M t aEmmco'M �W. �ry 9YNtlIIt �_ cLo"N Ica wau t a owv,A1.L': -0 - eultowa uwafesi a i►t� S• J _ 31_.1,. Ste,.:ti•' -;te 4=e' F 20=0" 40' a vav 0eu01URY W 0 vsi»r 4 CUSTOM OCACMR•SURDBR . Hlaclus",Una. 60&,%9.1279 y - :s . � 4 1 p arpY�" // FIP.YCKI1Z•RAPZ2K�SL"..,c. le ., ut•. - .. \ t�:ram, to:elalu�c w-eu.: � + � � P.LSi7:L'JIUGICAA'lF.... . Ski � �� e•�" ttaelcee . � ° 1 Ac SM .. / - yZx,e 44pht e .. s ......... 'IC6Pl•LYtMO. _ 1s7aVSge�f.ICo,c - . i4. i -'aLf+nssm�e.- . :IzccJf=mian'u�•c. ti�-e_�'K..r_ oc..nmt.w�w- .A,'A_IIOAD.e, cmuel'x. }tgUE::BaV6¢i-- m •.;;�11.. ft. SILL-"aNcM mR4$:tf °I . •_:: �Gelac-}: J.Ny4p� -•• .:� � �3'tCY_.c2.L4rtsE`►e to - —ILY'-L.- � le"�eeMe,1'muwvaT�aJ ''f . • s Cai�D1Y to!fss1u21nei�EzN.y�Lded&tf1�U/. MGR fe - . - > i___ -_�.:...:.-t =f~_L 4.? r,._:SR.i� ::Z' L.. -'•1. - . ...._'____... . .... ._.o_Ar ; VM GAMOUWW 0 CLUM DMGNER a M1nDM EWck .m,Mas& 609-509-1278 WB moctsn veNa vwrluf iao n„eLL „m,,,,a TM119eR•Iroswlwprmt W.TA. �pr...r...R O TM SieR•xrW M111wp1.11 O ..v .e[s.. O LMOeruaEO.wM,flul-awl.a Diu B.uu w[[n %� �..� T)utmen wa m eeAlxoro sns um.utr amrom wmmT.l so.m w.uupo.s nce ro.n.ev.uunc aea.1¢crwoenwo) srsRwFef wumuRa s „a,,,y � .,r., _ ATTACH—, RefWm(�hT..[f.2e[CO.nmATpn3 no[temwmr..wiumut m..i.eme II ro roe rLATe F>A+e V ei • N a. e. __ — ------- rloo:.emfrq batesfel ------- _�i *roe 9sy. Lmgcn vtoauce J1 IB 96• 11)/B^Arri-.BB Cea®� 311W J. 1 1.• 11 T/B^tR2-.BB Ce1iN� pet 0e� Je 3 T' 11)/B^BRS 1.)9• Total 1=.gte pl 10 12• 1-1/9^ 13-1/B^tl�med 1— Tot.l 1..7,e m e 12' -1/8•'s 11-)/8^DID 8aA9D d )z• Tota.l levptb • b _______ Be.m c Ledyet—111- _______ Q WL 8. L 4a I -- --Y -- ?- ----- ------- ■■ BD I -9 a BI 1 8)'-e^-lx ■10 s 26(s.tai) Orin d C - I 1 - - e!t Ire•-,f B 1- __ __ - __ __ _C _��7e. - _ _ __ __ la m z 1—I-33/4 t11-)/ 90 00 Ctic e)OB 9a B 1. ,T •J AIL eee29^ 2.0 vigidVv lot. 01 x @ 8 1 9/t Total 3 iq � O L N1 Mt e 9/9 J2C�aC 221IW os. /137 i $ TYDe Sty. taapte vcaou.t ,919e' I 2` 1919C ea• Totes 3eapt0 dta,e a ,„ ,e. e. .. W All proOucL m® m ttesemrt.of Leafs i.ep.tlw arms O 2 •—� om UWYN-- P cea 9LG Pea LaWxrLoV ten GN Pdla•I la•cTae ra o J O Wier Dmb) Z Q ar 91 Tte• _____________mweeeoe Litt---------___ 11 ID9 sty Yoeel suv4es tote —s ,..g mbs fA.ems.(top/fem) c.Tmlad mbs fast....Mp/f..) stet Blepe Tvp peL.11 O L V __________________________________________________________--_-___________________________________________________________________________________-__ Op _ n a TIDi)9 (m111.g mmdule by oteec.) r13611 e_ 8Imi11,q-estmdple by oteesq _______ ________ N _________----------------------------------_------------------____-----------_-------- ------------------------------- U m IL Job Name:140224 Customer: Shipping Address: Vincent Gadoury 68 Cedarwood Cotult MA -Fe nttochrd n rl>L!Is'.r presents E•,gB,eered Lumber products BEARING NOTES: ceded A. ^one layuut0) h;irr'4usrW Ur'.hr In'tery^r la'llu•i uF Kco n n Lunoer I:anp..y bit has not been rev eoetl b n urol'esstonal - Loads: on��car wtess s:a•�pId,Fu•crwse^ ry noter�a.c art Iles,tenaths,tp.tl—, Unless noted otherwise,flush girders beacon hull width v>rs,.rd re n• "_'I'd Itean. wag plate supported by cripples for perpendicular s reified is - I—o un, For tc.ds sh— these w.ds applications and require 3.5'min.bearing length for end Roof 30 psf ILL� LL snow,16 psf DL pr'AAe y 9 `' Floor areas 40 psf LL @ 100% 10 psf DL s•Dula be a^le'be by r.he purchaser.IPra dm lore!W.-or F—tne of wallapplications. o eos n ed tc be .caunteo fo^.not"y your Koppnar.Lumber .ter n soSleeping 30 psf ILL @ 100% 10 pet DL -hc: ntorint rn ho,<)n a tl fr re yJuctea lin.ecc noted ntlro^rise,so hap,voue .a-ridga oon'oc i•a.'e net tp_n denynpd.no no,coded. Unless noted otherwise,dropped beams bear on fufl Attie 20 psf LL,10 psf DL @ 100% ^e drsjaed to resist tee bul!dlnys tatr••at tends. width wall cripples for perpendicular nro^to Irs.ca.oticn r-'-Icyou:eth apPUcob.e product gulde and/cr applications and kstcnntI r sheet.If the I,Frvnctinr 1<not inrtuded,contact yn:,r require 3'min.bearing length(2 cripples)for end of wall ®^ Koop n_Lunocr sole.person.-o roirotc eliding pion:eno details +Ith:hL applications. , luyu i pervert. ,Der dampr?^'n ylunbind 'harkcl 'A>. ww revleT tWs looter Gtbe and score re o ant late. ld.I(s'Ko hale cheers Do^not cut aoterlol beyond a pe .pert io.t Guld.I.I.t{hoLt a ch Ke B� n rnvn6 Glu not nnrlt aInl',n 23y32'else-uodro ESB orbeunsocd ro 3xr 1-Jolsts, prcerr, Instcilttlon or hange^s ono'cnne-:crs.rNto.nnnu+-ncturer s puloetlnes Ennnertlnns not chnrr a e by r.{Ijars. RnnF phcll n v ndeunte n^nlrtgr 'c areven:ponding, less prude.lsnxer drslg•ied Fur-'dr•y sr' �.Wiens u ,--I..s'L be proteced Pro song tern exocsure to hlg�nolstu^e Molsturo Customer#:Salesmarl#:BC - p ...Lion<oy o:Fcrs1 v oe re�ulred. I St FRAME RA M Oetoll F19 Squosn 3to-zyunn snn.:na:[h size of column above. Page:1 3: ra eLowKa rAxa rwrrA L La.o 1Ml«rp¢•PfDDIIr Mte0A1 .—A¢7�rm wa wareu¢oaoourovemrAslao O Demo 1 / ..v nm,••m OIgAxnw-vm vv w>tir .err O O europn..« O �(lllm wuoe•ac. lellam ldl UrlMLalleA¢ �'� rn�o rim. rAaHrm rr¢roeeArDeo Ni•Yroc.ems vurewmleoamlautenAS r@wrEnro¢omaml mrtcm[r�am ussa )wu ur.crumetu<omea •veeD'anmrmu.awi¢ .rrAcrLml v .wr eons n«t•«.e.rovmr uaa manmw• _ 11 u fA z_ __ TYDe gtY• Len9te rrvetrot OWM I T DPTALLIa DeTAa la J2 la 22•-- la^9T9x-a0S plc elO m me• Tot.i laegta ___--- L+le e�m Ja za zx• al)/9^¢99x-aoe 11)/9^¢fpt-ao9 ra4Ale m T6 39 la' 11)/a^9ID1-4ee Q 1169' 11mgN 13' Tote)lev9te i I u a Ix• 1-/e^.u-)/e^¢smead 29118 9a 30 32' 1-1/B^z 11-)/e^Hmo.[d lab• Tot.)leagtn O 91 b it' i-1/e^z 3a^¢IY pOAm o 60' T °, ub Ala_m 196 rm etr_m m a a• 1-vs-AN, ¢zY po¢® aa' to41 laagte cm Ap-m uIa ------- St®a Ledge._b ------- a GL e.b *me trey. L.e9ee vtoeuet ice ot3_00 STEEL Oi x 18• •10:93 Ito¢HI W ' 96• Tell lea9te _______ tJ-- 'arolem ea 9 4a• »wa~vsvrn[n x p10 -- _ ' 1]0' to langtp G. v _ b —XI 03 2 391 1.0¢191dLm LW i-3/4:16 G2: l.2(f i 1 oa x 10• 2.0¢39l LW 1-3/a z la lag' TOLL laogtn os 1= ie• x.o¢svl ss-i% TOLL 1ANSh '1 lylyl of 2 6' ..0¢S91d10 LW a-1/4 z 11-7/ papp 3 110' s,�� I I•o � b i o it 4121r 412W ?ff. Y[_Y_ u�n et[duot___ CNc ag pe I?iI 1To.r_ AA� ei 6 1• 0ptu[a-e1 t. Y2 2 z 10 „ D ax• 2. S 1evgN d („ N 1 la• 2.0 H91dLm LW 1-9/4 114 S a2• Tot.1 1ev9N Q N @:?p1y.118' . -- _ -- - __ � Gp:1 /9 �I a _ —_—_ p• 2 9a 1a• '2:: 2..0 0¢SgidL•D LW 1-1/.i )/ C eb 9 • Hg10Lm LW 1-8/4[1111--)/ C a e6 9 13' .e _ ___ ____ _ __ __ _ __ _ �.� _ _ _ _ _� __ 14a• Toe.)langee i I u ua vsodvcs am..[e tt.aet.[p.of smlt[a.paetivt o.ame a. c ---vs_._oowa— O u g 4 sa QM19 b.bxD.p Glue lam Pep■1(r Wre O 7 a croer a Job Name:140224 mY 9ty mau rams. .ote u[rylag ell[f.Haae[.(tap/f..al ...lad m.f..teve[r Ipip/2..Id exe. ".P. Tap D.C.11 Customer: -----2 Rio iduine°g_hA—:b:ibm.::i Shipping Address: m 3 Twr1210 (o•iliag r[a.eula by otae[H ea •f®1)9 (0.ille9_d .by oe 0 be Trusue (wusoa e[b ey oelre..l V1nCC11t Gadoury -- -' __ __ ___ __ __ __ ._ ea a vlJbla the W.0e.d.Lt by Dent[.) Vincent cent Ga od up..Pons GebrW WtJgly laf00r Spy 2112 KDH..di.T eb 2 TewlOie luuiry(.ceeeule by etMul BEARING NOTES: The D-tarhed ratr•rml lint r p^raenta rnri—rrod 1Lnbr^FInd—I ended to f^ore(arou'.<sl sFoen based on the I.terpore-nticn aP Unless noted otherwise.flush girders bear on full width <oc non_u Der Ccnpany.but hos rot been-evened a F^oressbnal 9 Loads: entP ter uniess 9tanped.Vurchnser Is to veri y noterfal gxrtttles,lengtrs,locations, wall plate supported by cripples for perpendicular ana slzDs,ono reso. e.ouded renc. applications and require 3.5"min.bearing length for end NeclP ed products are sized cagy for rovlty roods shc.n.These Ioaas of wall applications. Root 30 psf LL 116%SOOWr 16 psi DL s 'ultl tr IFivtl LY 'I•ie purt.'twsT^.I uddl'.lurul locos Jr• Gro.reping Floor areas 40 psf LL 100% 10 psf DL need tin ae c.-nunted for•,roaPy yq Koopn.^.I—k:,r Inspersnn so Sleeping 30 psf LL @ 100% 10 psf DL that'nc4aral cPe he sizeo nna Frice D Jlsteo Tss nc.eo other.lse. Unless noted otherwise,dropped beams bear on full nepr v Iloy o d r dgI, he....hove not Deno oe.1, anti no pr.dects width wall cripples for perpendicular applications and AbaC 20 psi LL,10 psf DL 10096 v e de>gned-D^ealst the bullding's Intern. da. >rlor to ns-motions r-W.Iayoua n 1h appllcnb.e product guide ono/or requite 3"min.bearing length(2 cripples)for end of wall ns-clloticn sheet.7' this Infor--tor Is not Inctuded,contact your applications. - �^ <oopnon_unoer salesperson.Coo^tllnnte L'OdIng F(ons cod oetp l5 elth this Qyuut.Tu pr•uve^tf our donspyl• Fr•un p.unblrg ur a"Mon ual cut'„ Do no-tc,It lncterlattbeyondn scope cf aooduct CtAdks9t vePh-.hcut lorl�its appruvcl. J�U KeyB� ' -lop nnA roll ninln'.n F7/3P'APA rated rs3 nr ply—nn tr.Pin—I-JeN,r.,v ':lse fostene^ schedu.e for sde.oadetl LV_ Weans.roe proQer 2 n d FRAME ns-cllaticn of nargers ontl conne_tc^5. Foacn ne—fOotL^era guwe.Ines -unieL"Llu•n riu':> an u••e by 'Lh—, 7ocfs.^.holi n yr ndenua-c dralncgc to arrvent^nndlny. These products were designed for 'o-y se' dltlans only, no oust oe protected f^or long tern exposure to hgh nolsture.No stve _ ustomer#:Salesman#:SC orctectlen Coy others) a ne Tired PPL.11 F19 Sgi.n::h 31n: R,Ub'•:rtmll nnlrh cir n-In.uvl ann.•r. Page•1 i i pm m.oeKwo rLra yomuvio.o �� ./ .roommm�..m -�••• TM,LVA'A•an•N,Mml•Id IKFOF•fJi es ' .�rL tar eoLao mopcwoRs,ru laa,o O O _ ..r nc.ru Q OFIeDIN.DW N MAYaL O ///all ns0roc ��a�• aw. �U9®ld1,AlEUL6K L IFFS�Seuatx�ro / ELNLL ReLFNNO mMRFIIM raft N•dLNO L• vmSLSa5l0�e9pIID ~S w[ mR¢p laeofualpl SR[F• � ..a.e ' m5[�[!p ma5•F wewro,oSFFwW. aM F,•[.0A •vJAwm••a[m•m•w•n. wpaa.nr w,as,w"aa. W�pu Tx RFYllmaarpn[us,[W MRVS . R ream r d y0 N �I e ___ \ \ Z r �a------------------____________� U tot !1 !P,a lat0 IG 1 J7. o _ m , n Q " s ----------------------------------------...-------------- a c Ell a.ill P11'(1, — — — — llo i O ? o c•e o,o,o = N ll Job Name:140224 _____________wm•esor--------------- Customer: ma et------ores --at.-- ----- aM f••tm•r•atop/f•al •uv.a•er f••tm•x•IL1p/)•ckl stew Blopa rw Dat•31 -------------------------- — --------------------------------------------------------------------------------------------------------------------- Shipping Address: es r------- cmssvoe.ammo.eY axmrn �� Vincent Gadoury —— — — -- — — — — 68 Cedarwood mm L l qd FYt ----- COtult MA rppa asr• F.r,peb ecom,ae el . 3B' Bpsum-aim-Ivx at f:v0 'I hp ntternvd ne:octal Ilct nrocprtc 1 rGMoarotl I unbrr prntl,vtc of a i•' spruce-elm-fie a2 a r 10 Loads: rd la fr nr loyuvl<s1 Ywar Lewd w'l•rc I•rlrryr•r':o'llun f GEARING NOTES: ioe• rot•1 lenetb Kfrlf Lenpeny,ku�t hcs net been r vlrsCo hy n araf�.!Iena. Oa • 30• S.0 tuelatm LVL 1-5/4 i a-1/a erp� •tcmea.A -nnspr Is:a yprli•y no.octal cuort"es,tennths,facet rrs, •o• :axe 1•nexL Roof 30 pst LL 116%snow,16 psf DL on .....,nir,dG^cratve clOvdcd Itcr.. Unless noted otherwise,flush girders bear on full width 9 Floor areas 40 psf LL 100%,10 psf DL S e41£Ird products a^r s'ceu un!y fur yr'ovti loads shun fh laces wall patio supported it cripples for earp g length _ ---_ St ping 30 psf LL 100%,10 psf DL . o. be IF co be r e.rchocer.f- ao aKol Icoo.o^£^ann, appfilationsandrequtre3.5'min.beannglengthforeM ------ e..a.:•.tarv1 - pl g p p e s.spy to be a<o4rtre ro-.notary_aur Ko,*f I L,.,or^-_:spersan.c Attic ZO psf ILL,10 psf DL 100% lhu l lr^al c- r steed a d pr•hv J !•0. bd luJ elk_ x•, of wall applications. tin, Ilry t d- :'dc hove rot hrnn d^�Lnrd end nn prnd,rt:: type OtY• [•nesL aromrex n ietr oe •ere des F,nad to 1� 1s t the Wftdnn's.a:eral loads. ---- ----------- Unless noted otherwise,dropped beams bear on full ei--- a io•— -pros•-vim-nr n x:e nrinr to Instnuntmn Ip.mywt •,t,,a,P:rabto p^odurt out and/nr width wall cripples for perpendicular applications and e: ix 1 avc.w-avm-rix n x:a NIns'.ltotiun 'heel.I�the Infurnatkm Is vl Include.,con'Lsul your require 3'min.bead length 2cri cripples)tof ocFror_,.,bet salesperson Gtcrd note kulloing ploys ano defeats ath tnisIN 9 ( DP I end of will ss•• rota 3aoatL l0eycut.To prevent I,enber tlanocCe Mon a:.nbtna ar nacho Acol cuts, applications. ui pc.Omx am..•xa sc•am.ca,of tmir m•pevtiw o•am• )�� KeyBl r le .Hs too cut 7'oefa^e ptocenent.Fceoa 1-os< o e chore. rot -.t n.erlxt beyond seeps a£raauc:0ultle's)atnaut P^o^ oppro al Glue and•+all nrinun 23/32' APA1 uiru LS3 a a:y'+uutl to flour Jaate. L.e fo.t:ntr^chedulo r :Ida-lecaed _v_^*2a o^proQer Inc:nlla-.Inn of Farev cntl tort.�nl:ea e..nufer4arpr c Cu H.1h c. Curnru'l urs l s• m •r Cy n�l/•r^s FZcc-.ens n: eaeyuntc ,-_vtn anelno Customer# Salesmaldl BC . Cheep P-M.t'.5 rpr rl/eJ, o rah cr m'Y v5 -a alticr+c a ,-nd oust Ceiling FRAME Page:1 . kr prvlr_l.d£run Iwy la r•n 1 • r u high nuls u-,%Al t v. r iort rr.by -hats) ) .Irod, g _stoat F;9 Syuash Block/L)4nn sr_:l na:Vl slzc•of Cut4rn chore J IW elorxDm IANBL VLfn,GLlaAa TgA1tlIB1�lOt.rt1 WLMIY Aw an eaaa e<anoaovemcra awo rwwrea.arD w W prat O ______ e•m c uag.t Wt•t1.1 ______ Type oty. Mwtb -2— all ' 1 .0' 2.0 ugldra LVL 1-8/.z 1. .2 1 fe' 1.a 0.1QZ4W LW 1-8/.s 1. II �D WB SY QC. .9 1 la• 2..n9g "LW 1-3/.z 1. MKd wle01o0.uTnGl e@Aa 66' Total lmgtb TieN11e0.We meeAmro All Droduet Omer•ts ti•mertb oL tbalt roryeetlV•••coin rumemrBare WUIrmAr O) aeouaLaro.oeewxm m fK ,rod uasr rO—repmm nusx.m � .naeua a. m x 6 e ,.n E p. 1 12 6 ape ,o I a p. O lUft c zrmm 5- W hewn O O 1 m ani Lai I U •rt�:��aretD�e. -FIT I - W i ,�,,2 1 it 11 112 I {: oft J I O O s Qe.na.a,rtt rX a Job Name:140224 _ Customer: „�;e�,� Shipping rc Vincent GAddress:M umcceb,`a r — adoury .re.rwir.:..Ar•.Al 68 Cedarwood Cotult MA wminm.eorut.meru,e. 7h«o-tb,n«d no Lv Iz.11,t r le•",«r..rn�n r"1 l.aL.«-l,rizi,x L. BEARING NOTES: ,��• aea cn rrnna.nvaJtcS> n:,en ni,«d r tg a t no tatl,^ v Loads' Ka�Oiron l unbpr L^,pony,n..`t has n t bcv ,awed r f st,n01 en�neer,.mess.�c<nno«d.r,.^chosen is:a v'y b.er�l°<„ao°tmies,mailers,:ocot ans. Unless noted otherwise,gush girders bear on full width wall plate supported by cripples for perpendicular Root SD psf LL(81116%snow,16 psf DL •�-•�•• sppear atl rotluc:s r %1T 0 ly ror_pra•,Ity lobos. crn Theca loads applications end require 3.5'min.bearing length for end Floor areas 40 st LL gy�pp,,1009t, 10 Sf DL sha.ld ea ^If ad by thn pJ'•tlgser. tidal:Anil Incas ar rrcohg O}Wan eppliealioro. P G P O was n ea is be .Ca.nteD ro^^notlr y�o„K.orncn I. le.aer,n .o Sleeping$0 psf LL @ 100%10 POOL thit_.terinl r^ he IVrd-d✓Ira d-, :eN.Ilnrcc tad nthernlar,s� hr'v 11e +%idp«ti,mrds- rot nh««,n« bn«d nna no_rndl.ts Unless noted otherwise.dropped beams bear on full P P 00% <««dr,KJrN to the redlaing•n.stern.iit, Attle 20 sT LL,10 sf DL 1 width wall cripples for perpendicular applications and rrY.r a wctecn:Ian r mn leyrnr nit^?p,xeiela:rndert ouios nntl/rr require Y min.Dearing length(2 cripples)for end of wall Inctnllatlnn.heat.If:hs Inl'nrnn^M s .t Included,ccn:art ynl,r KOO_ran LunE.r pl.8aorso^.::.aril note b�ltl6+g olon tl a.- is a1:n this 9 pplICati00a. not. l eVaut.To or rt orb.^tlb cogg rran Flurwing or s GhanlcG cuts. .this I�yc,r plop o.fo^e pec .R.rollon I :<Ist ho:o huts �o^�<:cut to^ol ceyo,o accpe>^product gu tlirf 6)a1 QI°ae:aria �Zd Key B<. rn^rvnl. fluty n1 nail nmln.r rn/nr' CrA rate nSD:r dysnnn tO;,nor h f.,lctc. Ins<Il3ti_or hon^ori and Slcn`�t0 s.ra,icr—r- erpc rgu oelines • eonroct tins of slfan< o jy oche^s. K Ore cnnll Mve aieq oY. rile• n pj event tlnp 'lhws, p^nrluctc sere dasignatl : O^y 5e'rOnatli<lons ,n be ^rgtectaN=fn•to,p:•rhl Y rtMst�re�Nn,s e,^e Host V ^�uw r�ro`^mn pJroao t an.by t^arc) yy roeil^ed. CustOmerM Salesmarltk12C et<lleI1'i h n shll .10 of w ai,. Roof FRAME Z