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0135 LAKESIDE DRIVE EAST
MWSb6 bR 6e5-,dsr5 i � . ,�� � � �: � x o K�.� �'�•, �: r,t�. x by s �. �. �' T��# � �: ��:� I x' . � ��. �. �� �.�p � -.. ��� °:p� w �X, � ,�.s' � #' „, . Y'. �� �� ,, 4�^C"Yt h� "a 5�k Y ��� '� „ ,' �' a,�` 41'4 t '�,f.�xi ;,?,,t 3" TOWN OF BARNSTABLE„BUILDING PERMIT APPLICATION,- g Map Parcel O Application # Health Division .0��' �:�� ' "Date Issued Conservation Division '� �( 0� i l"S)�L d�cki• Application Fee Planning,Dept;' _ Permit Fee ��:` Date Definitive Plan Approved by Planning Board109 Historic = OKH _ Preservation/Hyannis Project Street Address 3 5 I,A,U s t D Village Owner 5 g M U F L Y F_ Address Telephone Permit Request _RF_ 1 l0 x IZ� WEST De_e K . Caves �F 1 rt,JES l7ECKs Kl� (3��li<JoO� -T "PLfIKTie— HeHAZA4 ( J-1-%JF - x) . GREAT F_ 1Ro -J FF- D;ZA1rS A,-�E_ /4ETA0.P FnZ BoTrt DP_GK5_ Square feet: 1 st floor: existing 2 Z 1oproposed 2nd floor: existing proposed Total new Zoning District, Flood Plain Groundwater.Overlay _jOr6iect Valuation off Construction Type 0017 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .<� Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ®'5-o On Old King's Highway: ❑Yes X o Basement Type: 3 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing O new First Floor Room Count S Heat Type and Fuel: dG-as ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing Z New Existing wood/coal stove: ❑Yes 3 No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new si Ot er: Y Zoning Board of Appeals Authorization ❑ Appeal # RecordNOY 2 6 2009 Commercial ❑Yes Z o If yes, site plan review# TOWNBARNSTABLE Current Use -- Proposed-Use-Use— APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name VAd!b t4A/ �M��U 1�� S Telephone Number 241 Address 3� �?�=�i �L 10 License# 4-b Z 3 (� :54&j>Gc1 l.c,4 Pf D zs63 Home Improvement Contractor#_ 100 513 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S�LC. SIGNATURE DATE S 0 1 FOR OFFICIAL USE ONLY ` APPLICATION# Y 4. 6ATEISSUED MAP/PARCELNO. ADDRESS VILLAGE r OWNER DATE OF INSPECTION: FOUNDATION FRAME t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING IL o DATE CLOSED OUT ASSOCIATION PLAN NO. Y • F The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ° 600 Wash ineon,Street ` Boston, AL4.02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumberg A licant Information Please Print Le 'bl Name (Business/OrganiTation/IndividuaI): VAU 4%j VAj Address: .34 6ef- C 9 4 c 2/ 2 City/State/Zip: 54n1D`))C(4, PIA 62S63 Phone.#: 01-6 4-21- 3 S'3 2 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ 1 am a employer with 4. I am a general contractor and 1 6. 0 New construction . employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- 'listed on the attached sheet 7. [ Remodeling ship and have no employees These sub-contractors have , g. Demolition working for me in any capacity. employees and have workers' 9 Building addition` [No workers'.comp.-insurance comrp•insurance.t required.) S. F71 We area corporation and its., 10.[]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I. 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-] f *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowncn who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indimting such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entidcs have employees. if the sub-contractors have employees,they must pravidt their workers'comp.policy number. I am an employer that isprcviding workers'compensatLon insurance for my employees. Below is the polity and job site information Insurance Company Name: 11� Policy#or Self-ins.Lie.#: p�35� -73 7� � Expiration Dater _ � /7 �o Job Site Address: �3� � T D� '��- City/Statdzip: 0 r��PC 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 vp 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 IbIA for insurance coverage verification. I do hereby certify under the pains-and penalties of perjury that the information provided above is true and correct. Si afore: Date: Phone# 5'0 4L 3 P3Z. ,,,0fftctal use only.: Do not write in this area, tb be.completed by city or town.offtcial City or Town: Permitll icense# R Issuing Authority(circle one)t 7 1.Board of Health 2.Building Department 3. City/Town Clerk .4.Electrical Inspector 5.Plumbing Inspector 6. Other t ;; ContactPerson: Phone#: ' Information and InsAtuctions l 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 id 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 other who employs ersons to do maintenance, construction or repair work on such dwelling house dw elfin g house of anotherP 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 compliznce 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, i necessary, supply sub-contractors)name(s), aress(cs) and phone numbers)along with their certificates)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 data 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 nurpber listed below. Self insured companies should enter their self-insuranGo license number on the appropriate line. City or Towp 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. Inadditio n, an applicant that must submit mul p ti le p ermit/licensc applications in any given year,need only submit one affidavit indicating current ecess and under"Job Site Address" the applicant should write"all,locations in (city or lion if - policy informer ( p may) been officially stamped ed or marked b the city or town may be provided to the town)."A cb of the afftdavit that has be Y PY affidavit is on file for future permits or licenses. A new affidavit must be filled out each applicant as proof that a valid year.Whcro a home owner or citizen is obtaining a licens a or permit not related to any business or commercial venture (i.e. a dog license or-permit to bum leaves etc.) said persog 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,tclephone•and fax number: The Commonwealth of Massachusetts Depzztment of l du.sizial A.ccibmts Office of 7avestiptiuus 600 Washington Street BQstQn, ILIA 02111 Tel. # 617-727-490.0 ext 4.06 Qr 1-M-MASSAFE Fax# 617-727-7749 Revised 11-22.05 www.rnas$ ..gov/dia ,+ r American gum International Corn pan e ® VAUGHN HOME BUILDERS INC Attn:Joseph Vaughn 34 GREAT HILL RD SOUTH SANDWICH,MA 02563 Workers' Compensation Audit Prepared for: Report prepared by. AIG Premium Audit Division Policy Number: 2357374 Policy Term 06/17/2007-06/17/2008 Audit Period: 06/30/2007-06/30/2008 Audit Date: 08/22/2008 EZ-Audit software by InsuraTek Corp. Date Printed:8/28/2008 10:40:35AM www.insuratek.com ' Workers Compensation Audit Date: 08/22/2008 Legal Entity: Corporation Auditor ID: CAPXBRI Agent ID: 70417 Auditor Name: Brian Ritchie Account Number: 002357374-000-A4 4/3/2008 001 Audit Period: 06/30/2007 06/30/2008 Policy Number: 2357374 Policy Period: 06/17/2007 06/17/2008 Insured Name: VAUGHN HOME BUILDERS INC Date Printed:8/28/2008 10:40:34AM American International Group Page 2 of 1'6 . AccountNumber: 002357374-000-A4 4/3/2008 001 Audit Period: 06/30/2007 06/30/2008 Policy Number: 2357374 Policy Period: 06/17/2007 06117/2008 Insured Name: VAUGHN HOME BUILDERS INC State Class Code Description Exposure From To Entity: 0001 VAUGHN HOME BUILDERS INC Location: 0001 MA MA 5606 CONTRACTOR-EXECUTIVE SUPERVISOR 006/17/07 06/17/08 NU 5645 CARPENTRY-DETACHED ONE OR TWO F 10,400 06/17/07 06/17/08 MA 5651 CARPENTRY-DWELLINGS-THREE STORI 0 06/17/07 06/17/08 NU BLNC BALANCE CLASS 0 06/17/07 06/17/08 Date Printed:8/28/2008 10.40:34AM American International Group Page 3oflO r Account Number: . 002357374-000-A4 4/3/2008 001 Audit Period: 06/30/2007 06/30/2008 Policy Number: 2357374 Policy Period: 06/17/2007 06/17/2008 Insured Name: VAUGHN HOME BUILDERS INC INSURED INFORMATION Contact: Joseph Vaughn Phone: (508)428-3832 Title: President Phone 2: Company Name: VAUGHN HOME BUILDERS INC Mobile: Address: 34 GREAT HILL RD Fax: SOUTH SANDWICH,MA 02563 E-Mail: Date Printed:8/28/2008 10:40:34AM American International Group Page 4 of 10 Account Number: 002357374-000-A4 4/3/2008 001 Audit Period: 06/30/2007 06/30/2008 Policy Number: 2357374 Policy Period: 06/17/2007 06/17/2008 Insured Name: VAUGHN HOME BUILDERS INC Entities Number Entity Name Federal ID State ED Date Added Date Deleted 0001 VAUGHN HOME BUILDERS INC 493449618 Locations Location: 0001 MA Added: Deleted: Same as insured address. Locahonof Records __.. Entity: Location: Sequence: 1 Territory: Description: Same as insured address. Descriptton of Opatio n er s The insured operates as a specialty contractor performing carpentry operations in conjunction with the erection and renovation of single family residential dwellings not exceeding two stories in height.The scope of these operations may include some framing and structural carpentry renovation.The insured uses hammers,nail guns,power saws,framing squares and other common carpentry tools to perform these operations code(5645)applies.The insured operates in Sandwich,MA.and surrounding towns on Cape Cod. The insureds sole corporate officer performed direct supervision of subcontractors,per MA.manual rule he is included in the class code that contemplates the operations he is supervising,code(5645)applies. The insured had no direct employees this policy period. The insured subcontracted operations this policy period,see subcontractor page for detail. There were no new or changed operations,none are expected going forward. General:Notes.` The insured had no direct labor.The insured did not file any state or federal quarterly tax returns.The auditor reviwed the insured's cash disbursements and 1099 forms to capture payments made to subcontractors. This Insured's legal entity and FEIN number as obtained from tax filings is: (04-93449618).Policy correct. Mass UAIN:N/A No Anniversary rating date endorsement shown on policy. Review of cash disbursements revealed the insured used 10+subcontractors this policy period.Random sample of 10 were reviewed for possible exposure.See subcontractor page for detail. Review of cash disbursements showed the insured used no temporary/leased employees this policy period. Exit Interview was conducted with Kathy Vaughan/Spouse.Information and Records were verified and confirmed Authorization to release worksheets to Broker-NO Claims: Auditor reviewed clams information from the monthly claims reports.There were no claims on this policy. Ma.Construction Credit Program: This insured does not qualify for the credit,they have no experience rating. Date Printed:8/28/2008 10:40:34AM American International Group Page 5 of 10 r Accouni'`Npmber% 002357374-000-A4 4/3/2008 001 Audit Period: 06/30/2007 06/30/2008 Policy Number: 2357374 Policy Period: 06/17/2007 06/17/2008 Insured Name: VAUGHN HOME BUILDERS INC Variance: Audited exposures were within 20%of policy estimates. Audit Reconcdrahon State Class Code Description Exposure From To Entity: 0001 VAUGHN HOME BUILDERS INC Location: 0001 MA MA 5606 CONTRACTOR-EXECUTTVE SUPERVISOR C 0 06/17/07 06/17/08 MA 5645 Principals 10,400 06/17/07 06/17/08 N1A�.5645 r� `"_� �_ Total CA1tPE_NTRY :DETACH_ED_ONE OR TW;�� 10 400 06/17/07� 06/17/08 � ' � � "°� MA 5651 CARPENTRY-DWELLINGS-THREE STORI 0 06/17/07 06/17/08 MA BLNC BALANCE CLASS 0 06/17/07 06/17/08 Pnncpals State Class Code Name Title Dates Entity: 0001 Location: 0001 MA 5645 Joseph Vaughn President 06/17/07 06/17/08 1.000 Min: 10,400 Max: 52,000 Payroll: 0 Amount Incl: 10,400 Field Supervisor/Carpenter/Admin = Audrt`Worksht State Class Code Name Order Dept Empl.Dates Total Entity: 0001 Location: 0001 Principals MA 5645 Joseph Vaughn 0 06/17/07 06/17/08 0 Duties: Field Supervisor/Carpenter/Admire Lump Sum: 0 Adjustment. 0 Total Principals 0 Subcontractors Summary Entity: 0001 Location: 0001 Sub Code/Name: 0001 Jack O'Connor Plumbing Contract Period: 06/17/2007 06/17/2008 State: MA Class Code: EXCL Description: Labor: $0 x 100 pct= $0 Labor/Mat'l: $0 x 100 pct= $0 Insured? Yes Policy Number. WCC5006226012008 Company: Associated Employers Policy Period: 03/18/2007 03/18/2009 Sub Code/Name: 0002 A&E Forms Inc. Contract Period: 06/17/200 7 06/17/2008 State: MA Class Code: EXCL Description: Labor: $0 x 100 pct= $0 Labor/Mat'1: $0 x 100 pct= $0 Insured? Yes Date Printed:8/28/2008 10:40:34AM American International Group Page 6 of 10 Account Number: 002357374-000-A4 4/3/2008 001 Audit Period: 06/30/2007 06/30/2008 Policy Number: 2357374 Policy Period: 06/17/2007 06/17/2008 Insured Name: VAUGHN HOME BUILDERS INC Policy Number. 08WECTJ1337 Company: Twin City Policy Period: 04/04/2007 04/04/2009 Sub Code/Name: 0003 Ace Insulation Contract Period: 06/17/2007 06/17/2008 State: MA Class Code: EXCL Description: Labor. $0 x 100 pct= $0 Labor/Mat'l; $0 x 100 pct= $0 ' Insured? Yes Policy Number: UB-015OB472-06 Company: Travelers Policy Period: 11/05/2006 11/05/2008 Sub Code/Name: 0004 Dean's Carpets Contract Period: 06/17/2007 06/17/2008 State: MA Class Code: EXCL Descriptions Labor: $0 x 100 pct= $0 Labor/Mat'l: $0 x 100 pct= $0 Insured? Yes Policy Number: UB-407613314 Company: Commerce Policy Period: 01/03/2007 01/03/2009 Sub Code/Name: 0005 Dumas Landscape Construction Contract Period: 06/17/2007 06/17/2008 State: MA Class Code: EXCL Description: Labor: $0 x 100 pct= $0 Labor/Mat'l: $0 x 100 pct= $0 Insured? Yes Policy Number. 76 WEG RL8665 Company: Hartford f Policy Period: 05/20/2007 05/20/2009 Sub Code/Name: 0006 Gutter Pro $ Contract Period: 06/17/2007 06/17/2008 State: MA Class Code: EXCL Description: Labor: $0 x 100 pct= $0 Labor/Mat'l: $0 x 100 pct= $0 Insured? Yes Policy Number. GUWC702759 Company: Guard Policy Period: 11/07/2006 11/07/2008 Sub Code/Name: 0007 Cape&Islands Kitchens Contract Period: 06/17/2007 06/17/2008 State: MA Class Code: EXCL Description: Labor. $0 x 100 pet= $0 Labor/MSPI: $0 x 100 pct= $0 Insured? Yes Policy Number: WCC5006472012007 Company: Associated Employers Policy Period: 09/07/2007 09/07/2008. Sub Code/Name: 0008 Rons Excavating Inc j Contract Period: 06/17/2007 06/17/2008 State: MA Class Code: EXCL Description: Labor. $0 x 100 pct= $0 Labor/Mat'l: $0 x 100 pct= $0 Insured? Yes Policy Number: WCA9094537 Company: Merchants Policy Period: 05/01/2007 05/01/2009 Sub Code/Name: 0009 Tailor Made Hardwood Floors Contract Period: 06/17/2007 07/01/2007 State: Class Code: EXCL Description: Labor: ct= $0 Labor/Maft $0 x 100 pct= Insured? Yes Policy Nu 1625548 ompany: AIG Policy Period: 11/11/2006 11/11/2007 Sub Code/Name: 0010 Rodney Niskala Contract Period: 06/17/2007 06/17/2008 State: MA Class Code: EXCL Description: Electrician Labor: $0 x 100 pct_ $0 Date Printed:8/28/2008 10:40:34AM American International Group Page 7 of 10 Account dumber: 002357374-000-A-4 4/3/2008 001 Audit Period: 06/30/2007 06/30/2008 Policy Number. 2357374 Policy Period: 06/17/2007 06/17/2008 Insured Name: VAUGHN HOME BUH.DERS INC Labor/Mat'h $0 x 100 pct= $0 Insured? Yes Policy Number: R0618616A Company: Norfolk&Dedham Policy Period: 03/01/2007 03/01/2009 Notes: This subcontractor was engaged in an independent trade of the same nature as the work performed. Review of Employee/Employer relationship revealed the subcontractor was performing operations outside the normal scope of operations of the insured and without direction and control of the insured- This subcontractor was considered independent and was excluded from the audit.GL Policy information included. Additional Subcontractor Policies Ent. Loc. Sub Code Policy Nu Ins.Company Inc.Date Exy.Date Limits Occ Limits Age Best Rating 0001 0001 0007 8971488 AIG 09/07/2006 09/07/2007 Subcontractors Detail Sub Code Date Amount Type Entity: 0001 Location: 0001 0001 06/01/2008 63,446 Labor&Material 0002 06/01/2008 67,950 Labor&Material 0003 06/01/2008 4,675 Labor&Material 0004 06/01/2008 13,765 Labor&Material 0005 06/01/2008 3,750 Labor&Material 0006. 06/01/2008 1,885 Labor&Material 0007 06/01/2008 20,676 Labor&Material 0008 06/01/2008 59,750 Labor&Material 0009 07/01/2007 5,555 Labor&Material 0010 06/01/2008 65,620 Labor&Material Classarodes ,'` State Class Code Seq Balance Description Entity: 0001 Location: 0001 MA 5606 0 CONTRACTOR-EXECUTIVE SUPERVISOR OR CONSTRUCT MA 5645 0 CARPENTRY-DETACHED ONE OR TWO FAMILY DWELLIN MA 5651 0 CARPENTRY-DWELLINGS-THREE STORIES OR LESS MA BLNC 0 Balance BALANCE CLASS - - R ecords ReguestedlAud�ted Entity: 0001 Location: 0001 R A Description Condition of Records: Entity: 0001 Location: 0001 Cooperation: ® ® 1099 Forms R A Description R A Description © ❑ Social Security (Fed 941's) ❑ 0 Sales Journal ❑ ❑ Sales Tax Reports © ® Cash Disbursements © ❑ State Unemployment Reports ❑ ❑ Checkbook ❑ ❑ Individual Payroll Cards ❑ ❑ Job Costs Sheet 19 ❑ Payroll Book(Listings) ❑ ❑ Receipts Journal ® ❑ General Ledger ❑ ❑ Summaries 91 © Certificates of Insurance ❑ ❑ Financial Statement Date Printed:8/28/2008 10:40:34AM American International Group Pagc 8 of 10 Account Number: 002357374-000-A4 4/3/2008 001 Audit Period: 06/30/2007 06/30/2008 Pblicy Number: 2357374 Policy Period: 06/17/2007 06/17/2008 Insured Name: VAUGHN HOME BUILDERS INC Stawan uctive,woort Auditor Name: Brian Ritchie Auditor Number. CAPXBRI Insured: VAUGHN HOME BUILDERS INC Policy#: 2357374 Company: 0122 Audit Period: 06/30/2007-06/30/2008 Division/Region: 013 Policy Period: 06/17/2007-06/17/2008 Location of Audit- VisitDate: Estimate%: Contact Type Contact Name Telephone# Date Contact Results Date Printed:8/28/2008 10:40:34AM American International Group Page 9 of 10 Account Numbe;: 002357374-000-A-4 4/3/2008 001 Audit Period: 06/30/2007 06/30/2008 Policy Number: 2357374 Policy Period: 06/17/2007 06/17/2008 Insured Name: VAUGHN HOME BUILDERS INC _-.. Policies Policy Number Policy Dates 2357374 06/17/2007 06/17/2008 LNSURED'S VERIFICATION OF AIfiDIT PERFORiVIANCE On 08/22/2008,Auditor Brian Ritchie visited our offices and reviewed those records necessary to complete a Premium Audit of the above listed policy(ies).The audit was reviewed with me and I fully understand what records were used and how the exposures were derived. Me hereby certify that the foregoing truly and correctly includes all information required under the terms of the policy(ies)specified above for premium calculation.A copy of completed audit worksheets will be forwarded to you in the mail. Kathy Vaughan Spouse 08/22/2008 (Signature of Insured or Authorized Representative) (Printed Name) (Title) (Date) SIGNATURE OF PRENIIUM:AUDIT:RERRESENTATIV)E Brian Ritchie Auditor 08/22/2008 (Signature of Premium Audit Representative) (Printed Name) (Title) (Date) Date Printed:8/28/2008 10:40:34AM American International Group Page 10 of 10 05/23/2009 10:22 5085647272 RIDER RISK PAGE 01 A-OR. D , CERTIFICATE OF LIABILITY INSURANCE OP In VAUGB-2 MR °A_' " _ VAQ 05L261/26/09 PRODUCER THIS CERTIFICATE IS ISSUED A" A MATTER OF INFORMATION Rider Risk Specialists ONLY AND CONFERS NO RIG iT,!UPON THE CERTIFICATE Insurance Agency, Inc. HOLDER-THIS CERTIFICATE )O;:S NOT AMEND,EXTEND OR PO Box 115 ALTER THE COVERAGE AFF1:RC:M BY THE POLICIES BELOW. Cataumet 14A 02534 Phone:508-564-7200 Fax:508-564-1272 INSURERS AFFORDING COVEitkG:-- NAIC4 INSURED INSURERA: — __••_ INSURER B: - VAUGHN HOME SUILDERSROAD , INC- INSURER C; cNRANtTe r.TAxs sNarmr trx :o. SOUTH S34 ANDWICH MAL 02563 INSURER D; _ INSURER E: COVERAGES THE POLICIES;OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATEI) NC I WITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE W.BE :;SUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DUCRIBED HEREIN IF SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CI:SDI' ONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ... LTR NSR TTPE OF INSURANCE POLICY NUMBER DATE AAM/D OATS MMIDOYY _ UAMITB OENERALLIABILm 4aG OCCURRENCE f COMMERCIAL GENERAL LIABILITY - -KIWI':ETU-RENT -- ---' - JI �Z � �REr. 3FS(Ee oceuremo) E CLAIMS MADE OCCUR h EO :AP(Any one person) A -- --- ... 1 SRS::NAL 6 ADV INJURY f• --- - —•• _ .;6N(•I,AL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: P tOla ACTS-COMPIDP AC-G S PRO- POLICY JECT LOC — _..._.__ ..._ AUTOMOBILE LIADILITY ANY AUTO r:3ME NF_D SINGLE LIMIT E 1 E 4 a[•-dent) ALL OWNED AUTOS SCHEDULED AUTOS !cr IOTA"INJURY $ HIRED AUTOS — — --- -" • 11:NDII.-INJURY 4 NON-OWNED AUTOS F er n, !dent) $ -- - - WOP•'RTYDAMAGE -- C'Ir at Id" _ GARAtpfi LIABILITY A t TO••NLY-EA ACCIDENT $ - C 11EI:THAN EA ACC $ ALTO 'NLY: AGO E --- - 9XCE &VUBRELLA LIABIUTY EACH !CCURRENCE E _J OCCUR CLAIMS MADE AC GRI GATE g DEDUCTIBLE — —• .._ _ ------ RETENTION E '-• '- - --• A WORKERS COMPENSATION AND �r EMPLOYERS'LIABILITY L. 'Y LIMITS ER _ ANY PROPRIETORIPARTNERIEXECUTIVE WC 827-33-02 06/17/00 06/17/09 E I,ZA"HACCIDENT $100,000 OFFICERIMEMSER EXCLUDED? -- --- - _._.. Nf yn.dNcrlbs undor E t.OR-:ASE-EA EMPLOYEE $100,000 SPECIAL PROVISION6 below EL DI: ASE-POLICY LIMIT $500 000 OTHER - OE6CRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/51tCLUSIONS ADDED BY ENDORORMSNTI SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED 1,OL 17JU BE CANCIRLLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING RER IA4.L L 140GAVOR TO AWL 30 DAYS WRITTEN TOWN OF BAMSTABLE NOTICE TO THE CE"FIC 140 6R NJO IED-0 THE LEFT,BUT FAILURE TO DO 60 SHALL 508-428-3186 INIPoeENOOBLIGATION RLIAM PINY QND UPON THE INSURER ITS AGENTS OR REPREWNTATTVES. �- IAUTHORMEDRHPRE TIVE JAMES W. RIDE _ ACORD 25(2001/08) T Q ACORD CORPORATION 1988 g1m BEodwolf=u ding�Re g u�1 ons and Standards One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvemeri Contractor Registration Registration: 10051 Type: Private Corporation Expiration: 6/19/2010 Trl/ 269174 VAUGHN HOMEBUILDERS, INC Joseph Vaughn 34 GREAT HILL RD. SANDWICH, MA 02563 Update Address and return card.Mark reason for change. Address Renewal Employment Lost Card DPS-CAt �a 50M-07/07-PC8490 ✓1�Z�4�ll/I7207ZC/1 o���ac/zt.6efta _ I Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration;, 100513 Board of Building Regulations and Standards E*Oiratio4-_:61;19/2010 'Tr11 269174 One Ashburton Place Rm 1301 Boston,Ma.02108 Type. Private Corporation VAUGHN HOMEBUILDERS INC Joseph Vaughn 34 GREAT HILL RD SANDWICH,MA 02563 Administrator of valid without sig re Massachusetts- Department of Public Balch ;. Board of Buildin!- Relaulaitions and Standards Colstr.ucti t.)Supervisor License License CS , 46236 Restricted to 1G � JOSEPH .0 VAUGHW M GREAT HILL SANDWICH V.MA 02563 Expiration: 2/23/2011 Cmnn16sioner Tr#: 13223 ZEST HOLEI TEST HOLE f10� ELEV. 9.00 ELEV= 99,00 — 'VO I D—Box JJ �1 1 /4 EXISTING g9 ? — I DRIVEWAY j � --c�• -- SEWER LINES. ; , . �• r �r I ca I I Failed Failed Cesspool Cesspool >` 1 I 6 � NEW0 �\ 0 1500knk l. 0 Septic o �i {ARK t 9� - ON I Cesspool Assumed) f. �. I t EXISTING I'9 \, 5 VEBROOM _ HOUSE` 4 Ivt, o. - PATIO _ �> OF PRO[ ---------LOT #132 � __ __ 18,375 Sgtcare Feet •�ti $ Q. 84--641 " � CAAJ—I l L�'R 'To M)}K e 'Dec < y1D�s ,$r OF ARM of E. 50 -� \ \ fDD� No 1 c - �STE� \ —.. SANITAR�P�, c j 0902-9 A �— PROJECT#SD I Lakeside Drive—West Dark dimensions Vl- �y y �k E '+. 3'Relair.gYdA f. i 1 l_ 2"x 10"x 3.5"PT Beam on Posts to Retaining Wall 3.5"x 3 5"Metal Pasts under beam 2"x 8"PT Header Doubled 2. x 10"PT Ledger Board 0 kV 2"x 8"PT.foists(Typ) _ r cantilevered over beam 2'& hung into header NOTES. 1.Beam to sit on posts which will sit on retaining wall.Beam to cantilever 2'6" on north end and 8"on south end 2.All three sides of box to be double 2"x 8"PT I 3. Deck to be covered with ptywood and plastic membrane(Line-x) 4. Atl joists to be hung with appropriate hangers- 5. Water runes to be directed to gravel floor under dedk • °F�HEr Town of Barnstable 2 Regulatory Services BARNSSTABLE, Thomas F. Geiler, Director �p t639. t� reoru,�a Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.to)vn.barnstab1e.ma.us ` Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I 5;q M 1 /J�— , as Owner of the subject property hereby authorize VALl64A 4fqE Ry P6e_5 to act on my behalf, in all matters relative to work authorized by this building permit application for: /55 J1?. F65_/_ ioie/i c u�—!_ (Address of job) G s 4,109 Signature o ner ate Print Na If Property Owner is applying for permit please complete the Homeowners License Exemption Form on th'e reverse side. Town of Barnstable op7Ht:rp . Regulatory Services Thomas F. Geiler,Director BARNSTAmE, ass.1679. Building Division �� PTfD �A Tom Perry,Building Commissioner 200 Main Street, Hyannis., NfA 02601 ,A-my.town.bar nstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HO0 JEOWNER LICENSE EXEMPTION Please Print DATE: ]OB LOCATION: village number s[reef "HOMEOWNER": work hone# name home phone# p CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as. supervisor_. DEFINITION OF A0114E01'YNER Persons)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 be/she.shall be responsible for all such work performed under the building permit. _(Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules.and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section lo9.l.l-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work, that such Homeowner shalt act as supervisor." Many homeowners who use this exemption acre unaware that they are assuming the responstbilities 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�>he homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would Hrith 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 it formAertification for use in your community. r Town of Barnstable Regulatory, Services. �FIKE tp� Thomas F.Geiler,Director ti Building Division * BMWSrnsLE, * Tom Perry,Building Commissioner 9 039. $ 200 Main Street,Hyannis,MA 02601 �pTFD MA'S A ' Office: 508-862-4038 Fax: 508-790-6230 June 4, 2010 Joseph Vaughn .. Y 34 Great Hill Rd. .. Sandwich, Ma. 02563 RE: 135 Lakeside Drive East, Centerville Map: 252 Parcel: 091 Dear Mr. Vaughn: This letter is to notify you that a final inspection was conducted at the above referenced address and the following deficiency was found: 1) Guardrails for the exterior decks not installed incompliance with`780 CMR Once the above deficiency is corrected please contact'this office for a re-inspection. Please call(508) 8624034,with any questions. Respectfully, T. , WeL �on . . j Local Inspector F Q:zoning5 �FIKE TOk'� Town of Barnstable r Regulatory Services x x x MAS& Thomas F.Geiler,Director y�A iMA33. `0� lFo.19. Building Division_ Tom Perry,Building Commissioner,. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 November 9, 2007 Joseph Vaughn 34 Great Hill Rd. Sandwich, Ma. 02563 RE: 135 Lakeside Drive East,Centerville Map: 252 Parcel: 091 Dear Mr. Vaughn: This letter is in response.to an application submitted to do work at the above referenced address. Unfortunately,the application can not be approved at this time because this office has not been provided with all the necessary documents. If you decide, at a later date, that you wish to go forward with the project you must apply again and provide the necessary documents. If this. office can be of any further assistance please do not hesitate to call. I may be reached at (508) 862-4034. Sincerely, e fret' L. Lauzon '. Local Inspector Y Qzoning5 Town of Barnstable Building Department - 200 Main Street BARNST"IZ, * Hyannis, MA 02601 MASS. � z .. 9�A se39. . {508) 862-4038 Certificate of Occu anc Application Number: 200706015 CO Number: 20100131 p. Parcel ID: 252091 CO Issue Date: 08113110 Location: 135 LAKESIDE DRIVE EAST Zoning Classification:- RESIDENCE 0-1 DISTRICT Proposed Use SINGLE FAMILY HOME p Village: CENTERVILLE Gen Contractor: 4 VAUGHN, JOSEPH Permit Type.,, .11000 CERTIFICATE.OF OCCUPANCY RES Comments: d . B 'di epartment Signature Date Signed b ' IKE TOWN OF BARNSTABLE ' .- • Bu•�ld�ft Application Ref: 200706015 BARNSTABLE, Issue Date: 12/07/07 Permit 9 MASS. �A i639' �� Applicant: �...�• < ��: w�.-� �"y � y rF0 3.l s Permit Number: B 20073030 Proposed Use: SINGLE FAMILY HOME Expiration Date: 06/05/08 [Location , 135 LAKESIDE DRIVE EAST Zoning District,RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 252091 Permit Fee$ 1,230.00 Contractor VAUGHN,JOSEPH Village CENTERVILLE App Fee$ 50.00 License Num 046236 Est Construction Cost$ 300,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND ADDING CATHEDRAL TO EXISTING BACK ROOM&ROOF CHANGES E1i'HIS CARD MUST BE KEPT POSTED UNTIL FINAL d_gym FRONT-CONVERT GARAGE TO LIVING AREA (2 BED & i BATIK:)' I INSPECTION HAS BEEN MADE: WHERE A ---- . � CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: YEE, $AM:JEL Y TR t;UILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 135 LAKESIDE DR EAST INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 r< , t Application Entered by: JL Building Permit Issued By: THIS PERMIT.CONVEYS NORIGHTTO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY ART THE E EMPORARI I Y'OR PERMANENTLY, ENCROACHE,MENTS ON PUBLIC PROPERTY yNOT SPECIFICALLY PERMITTED UNDERTHE BUILDING CODE;MUST BE'APPROVED BY THE JURISDICTION. STREET OR ALLY,GRADES:AS WELL AS DEPTH AND`LOCATION OF PUBLIC SEWERS'MAY BE OBTAINED FROM THE DEPARTMENT,,OF PUBLIC WORKS'' THE ISSUANCE;OF`THIS PERMIT DOES NOT:;RELEA8E THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2. ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TU COVERING ST[ZU'CTUR7AL N-iiisB)RS(READY Tv1`L 'I I1 : -- .. 5.INSULATION. 6.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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I G mtP4r- 2 7-osKL.AT7sio 1 �� ., Y F{-G t:_� r n, I�ndG1ur�� D ti 71��/ ` /Cv r\A 2 �� 2 / �� 2 ;elf �L © � ,(/ L 'l l b a A& 3 :q y PULA-� F6*& 1 Heating Inspeetio Approvals Engineering Dept Fire D pt 2 ✓ Board of He oh(6�A n , L� 5 5 0 L0 SME TOWN OF . BARNSTABLE '' Suildin Application Ref: 200706015 • BARNSTABLE, Issue Date: 12/07/07 Permit 9 MASS 1639.1 b, Applicant: I Permit Number: B 20073030 Proposed Use: SINGLE FAMILY HOME Expiration Date.: 06/05/08 I— Location . 135 LAKESIDE DRIVE EAST Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 252091 Permit Fee$ 1,236.60 Contractor VAUGHN,JOSEPH Village CENTERVILLE App Fee$ 50.00 License Num. 046236 Est Construction Cost$ 300,000" Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND i ADDING CATHEDRAL TO EXISTING BACK ROOM&ROOF CHANG S ITfHIS CARD MUST BE KEPT POSTED UNTIL FINAL FRONT_CONVERT GARAGE TO LIVING AREA (2 BED & 1 BAT14)1;�- INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: YEE, SAMUEL Y TR `'p '^BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 135 LAKESIDE DR EAST 'INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO;RIGHT TO OCCUPY ANY STREETALLY OR SIDEWALK:OR?ANY AMHE IEMPORXF cy OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY:NOT SPECIFICALLY PERMITTED;UNDERIHE BUILDING CODE MUST BE`APPROYED BY THE JURISDICTION. STREET ORALLY"GRADES AS WELL AS DEPTH AND;LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC,WORKS THE ISSUANCE OF,THiS PERMIT DOES NOT RELEASE THE APPL]CANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIQNS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2. ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION-APPROVALS ELECTRICAL INSPECTION APPROVALS Iv r4poo- 7-wskLAT7,w 1 4, F lb 2 2 91 3 �� y � y 1 _Heating Inspection Approvals Engineering Dept . Fire Dept 2 Board of He h "TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map Parcel ' 0 �1 t Application# 1-06 70 6 oL5 Health Division f , . Date Issued 07 Conservation Division Application Fee Tax Collector Permit.Fee3� Treasurer ^ ` ` COD l�l 11 a7 Planning Dept. , Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis r 1 Project Street Address tA Village-- C� & teg`/0I% Owner R/0 uA Z f= Address- Telephone� (� �.� S� Per Request N D U "T Z,;-1ZJ141C Square feet: 1 st floor:existing proposed-� 2nd floor:-existing proposed Total new _ V Zoning District Flood Plain Groundwater Overlay w Project Valuation 9 f Construction Typef}/�� Lot Size 7s- Grandfathered: ❑Yes' •,❑No If yes, attach supporting documentation. Dwelling Type: Single'Family A Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes A No On Old King's Highway: ❑Yes ;W No Basement Type: V Full ❑Crawl M Walkout ❑Other Basement Finished Area(sq.ft.) ex® Basement Unfinished Area(sq.ft) Number of Baths: FuIJ:existing -.'� new e�) Half:existing new Number of Bedrooms: existing S_ new O i Total Room Count(not including baths):existing new First Floor Room Count i Heat Type and Fuel: JM Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes 29 No Fireplaces: Existing / New"DmL? Existing wood/coal stove: ❑Yes 3 No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing /Ll 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# ` Y Current Use - - Proposed Use- BUILDER INFORMATION Z Name, zl�51-Vl !/ —T� ��� �) Telephone Number Address �/�.-�f��C l`" � License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ,45-Q_ /� 49111&ct3 SIGNATUR DATE r _v FOR OFFICIAL USE ONLY APPLICATION# .,DATE IS.. ED ?ti MAP/PA CEL NO. k ADDRESS VILLAGE I - OWNER DATE OF INSPECTION: FOUNDATION 8dlk a a� �) � or_ ?Jl-2 09 � M FRAME 17-11 INSULATION _G ,,.� �711V/0 /us by9�I ���s5-b68 ►aVAtca FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 0 FINAL BUILDING 2Sllo ,3s► a dollo 811 t� o 7 DATE CLOSED OUT ' i9 ASSOCIATION PLAN NO: BtIRKS TABLE GEORGE HOROWITZ ASSOCIR&JU I PM' 3: 'D STRUCTURAL ENGINEERING 224 VALENTINE STREET WEST NEWTON:'MA-02465� PH 617 244-4443 FAX 617 244-2675 D'V—Is 10 June 5, 2009 Mr Sam Yee 135 Lakeside Drive Centerville, MA Re: Renovations and New Work 135 Lakeside Drive Centerville, MA To the Inspectional Services Department of the Town of Centerville AFFIDAVIT: This is to certify that, to the best of my ability to determine, the structural work for the design and execution of the construction of the new work and renovations, as constructed and as shown on my plans, conforms to the requirements of the Building Code of Massachusetts. Sincerely, s� OF GEORGE G. HOROWITZ George Horowitz, P. E. No.a>s>o 0 GH/mdf ,�� Affiday.doc iAL h 781-857-1000 Anderson ,, 800-472-1717 Insulation, Inc. Fax 781-857-1054 www.andersoninsul.com 706 Brockton Avenue • P.O.Box 2003 . Abington,MA 02351 www.andersonfireplace.com March 12,2010 Sam Yee 135 Lakeside Drive East Centerville, MA Insulation Certificate: The Following was Installed at The Building.Envelope: Ceiling/Roof R-36 Open Cell Foam Icynene Exterior Walls and Rim Joist R-19.8 Open Cell Foam Icynene Basement Ceiling R-19 Fiberglass Batts Basement Exterior Furred and Walkout Walls 2 Y2"Closed Cell Foam R-15 CertaSpray by Certainteed Ignition Barrier Exposed Insulation in Accessible Attics Firefree 88 Intumescent Paint S itted by: obert Anderson I I IREFREElFcam Fire Retardant,Resisztant Coating PRODUCT INFORMATION Description FIREFREE®FOAM("FFF")is a premium quality water based,nontoxic,thin film intumescent fire retardant,fire resistant product formulated to provide a fire retardant,resistant barrier on foam composite architectural panels,class A polyurethane foam,Icynene®Style Foam. It is suitable for residential,multifamily,commercial and industrial projects,for both new and reconstruction projects.Color: Standard off-white,but may be custom tinted. FFF is approved for interior use only.Please refer to"FIRE SAFETY"below. Composition&Materials FFF is a nontoxic;water based latex fire retardant, fire resistant coating. Colors G ` Standard off-white.May be custom tinted. Sheen Flat. Limitations FFF is not designed for use on structural steel. FFF is approved for interior use(for exterior use,please contact the company).FIREFREE Coatings,Inc.has tested its FFF product,as a component,in various fire resistant rated assemblies. Contact company for more information. FIREFREE Coatings,Inc.recommends that the application be performed by a licensed painter experienced in performing the work on projects of similar scope and scale.FIREFREE Coatings,Inc.will provide proper application instructions to the licensed painter contractor selected by the General Contractor or Owner. Building Codes Installation must comply with the requirements of applicable local,state and national building codes: APPLICATION Surface Preparation All surfaces to be coated must be clean,cured,firm,dry and free of dust,dirt,oil,wax,grease,mildew;loose flaking paint,efflorescence or any other contamination or condition that would adversely affect the performance of the coating. Etch or prime(with a latex primer or fast dry oil base primer/sealer)glossy,glazed or dense surfaces. Always prime oil' based finish coatings with an oil based fast dry primer/sealer. Fill holes and surface irregularities with a suitable patching compound to match surface profile. Spot prime all patched areas with appropriate primer. To the best of our knowledge,the technical data contained herein is true and accurate on the date of publication and is subject to change without prior notice. FIREFREE Coatings,Inc.November 2007 pub. y 1 ' r FIREEREE°rosni Fire Retardant,Resistant Coating Application Conditions&Procedures Recommended temperature at the time of application is 68'to 70'F. Do not apply if temperature is below 40°F or likely to fall below 40°F within two(2)hours of application. All surfaces to which FFF have been applied should be inspected by an ICC certified professional to verify that FFF has been properly applied in the required uniform thickness. Do not thin or strain FFF. Apply at can consistency. Use of airless sprayer is recommended(use of a dedicated spray line is required),but FFF may be applied by brush or roller.For brush application,a fully loaded brush should be used.A laying on technique will reduce the brush marking. A short nap roller can be used but this may result in a slight textured finish. FFF has a flat finish but may be top coated with most paints to achieve the desired texture and finish. For information on approved compatible primers and finish paints,contact company. Apply additional finish coats only after previously applied coats are thoroughly dry. Precautions: Do not apply any materials that have been frozen or have come into contact with contaminants prior to use. Coverage Application at a rate of 14 mils wet, 10 mils dry has a theoretical spread rate of 100 sq.ft/gal.Confirm wet film thickness with a wet film thickness gauge. Any consideration for quantity and waste or overspray is the sole responsibility of the end user. Waste factor will depend on the method of application,job site conditions and other factors and should be based on the applicators experience. Thickness During application,the wet film thickness should be checked using a wet film thickness gauge. To use the gauge,insert the teeth into the wet basecoat. The last tooth to be coated indicates the thickness achieved.It is important to ensure that the wet film applied is of sufficient thickness to give the required dry film thickness. During the drying process,FIREFREE®FOAM will shrink due to evaporation. All surfaces to which FFF have been applied should be inspected by an ICC certified professional to verify that FFF has been properly applied in the required uniform thickness. If an independent testing agency is retained, it should ensure that preparation of substrate is in accordance with manufacturer's recommendations. It should randomly obtain and test samples during application to verify that wet film thickness of the intumescent coating complies with manufacturer's requirements. Drying/Cure Time Dry time is when the surface is thoroughly dry to the touch. Drying times are dependent upon a number of factors:Temperature -Air movement-Humidity-Thickness h ckness of product-Method of application. If unsure,please contact manufacturer. If multiple coats of FFF are required;FFF must be thoroughly dry to the touch prior to the application of additional coats.The final dry film thickness required will vary according to specific assemblies. Cure time is when the coating is fully stable,close to its maximum durability. Even if the last coat of FFF applied is thoroughly dry to the touch,FFF will still need time to cure. Such cure time is the time necessary for FFF to truly bond to the substrates and for FFF fire properties to be fully effective. Such cure time requires a minimum of 30 days. Please contact the manufacturer for more information. To the best of our knowledge,the technical data contained herein is true and accurate on the date of publication and is subject to change without prior notice. FIREFREE Coatings,Inc.November 2007 pub. 2 Jz Andersoon. Business Trust 706 Brockton Ave o P.O.,Box 2003 Abington MA 02351 6/17/09 Re: 1-3 5 Lakeside.Dr.—East Centerville Dear Centerville Building Department: Anderson Insulation installed the following work areas at the corresponding R-Values - with CertainTeed's Closed Cell Sprayed in Place Foam. t/ Work Areas R-Values Exterior Walls 116 18.9 25.2 .31.5 Rim Joists 12.6 18.9- 25.2 31.5 Slopes 18.9 25.2 31.5 37.8 Flat Roof Decks, 18.9 25.2 31.5 37.8. Crawl Ceilings 18.9 25.2 31.5 37.8 Overhangs 18.9 25.2 31.15 37.8 ® CertaSpray's R-Value is formulated by multiplying the R-Value per. nch; which is 6.3,by the number of inches applied: CertaSpray's R-Value 6.3 x Inches Applied The fiberglass that was installed has the necessary R-Values printed right onto the Face of them Board Foam was installed,which has an R-Value of 6.5 per inch. If there are any-questions orconcerns please do not hesitate to cal1781-857-1000. NOISIAIG Sincerely UOameson Operations`Manag rl C V g_nN,8 V,8 ,;, �C y: '� And T od g 0 Enoul at"non . Incorporated 7o6 Brockton Ave e P.O. Box 2oo3 a Abington MA 02351 6/17/2009 Re: 135 Lakeside Dr-East Centerville Dear Centerville Building Department: Anderson Insulation installed the following.work areas at the corresponding R-Values with Icynene Open Cell Sprayed in Place Foam. Work Areas R-Values V111 Exterior Walls 12.6 14.4 19.8 21.6 Rim Joists 12.6 14.4 r'19:8 21.6 _ Basement Walls' .12.6 14.4 19.8 21.6 ` Slopes 21.6 28.8 32.4 36.0 _ Flat Roof Decks 21.6 28.8 32.4 36 0 _ 39.6 _ Crawl Ceilings 21 06 . 28.8 32.4 36:0 _ 39.6 Overhangs 21.6 28.8 32.4 t/ 36.0 39.6 Z7 Underside of Roof 21.6 28.8 32.4 36.0 39.6 Garage Ceiling 21.6 28.8 32.4 36.0 39.6 ® Icynene's R-Value is formulated by multiplying the R-Value per inch,which is 3.6;by the number of inches applied. Icynene R-Value=3.6 x Inches Applied ZThefiberglass that was installed has the necessary R-Values-printed right onto the Face of them_ If there are any questions or concerns please do not hesitate to call 781-857-1000 Sin re Scott Williamson p Operations Manager _.... .,._,. . O Specification sheet CertaSprayTM : Closed Cell Foam 1. PRODUCT NAME medium-density, MDI-based Physical and Mechanical Properties* CertainTeed CertaSprayTm Closed polyurethane thermoset rigid Cell Foam. foam. ASTM Limitations:Foam Plasticlnsulation: PROPERTY METHOD VALUE 2. MANUFACTURER CertaSpray Closed Cell Foam is Core Density,pcf D1622 1.9-2.4 CertainTeed Corporation defined by the building codes as a Thermal Resistance. P.O. Box 860 foam plastic insulation. (aged)at 75°F 5.8<z" Valley Forge, PA 19482-0105 Thermal Barrier: Many building (h-ft2-1FYBtu C518 6.4>2' Phone: (610)341-7000 codes require that foam plastic Thermal Resistance (800)233-8990 insulation be covered with an (initial)at 750 F Fax: (610)341-7571 approved 15-minute thermal barrier. (h-h2-FYBtu C518 6.7 Fax-On-Demand: (800)947-0057 Consult local building code officials Closed Cell Content,% D2842 88-95% Website:www.certainteed.com to ensure the application meets local Comptxmive strength,psi D1621 >25 building codes and regulations. -tensile Strength,psi D1623 23 3. PRODUCT DESCRIPTION Vapor Retarder. CertaSpray Closed water Absorption,% Basic Use. CertaSpray Closed Cell Foam must be installed at a by volume D2842 <2% Cell Foam is a two-component thickness of at least 1.75" to be Dimensional Stability, D2126 <9% closed cel I spray foam with a zero- considered as a vapor retarder.Check 75°Fi95%RH, ozone-depleting HFC blowing local building code for climate 28 Days,vol% agent. When CertaSpray A-side specific vapor retarder requirements. water Vapor Transmission closed cell is mixed with CertaSpray Lighting Fixtures: The National (Permeability),,perm-inch E96 1.51 B-side closed cell under pressure Electrical Code prohibits installation Permeance(pemhs) E96 1.51@1" in a 1:1 volumetric ratio,they react of any insulation over or within 3" 0.76@2" and expand into a medium-density (76 mm) of recessed light fixtures, 0.50@3 closed cell foam with an in-place unless approved' insulated ceiling " s core density of 1.9-2.4 pcf. (IC) lighting fixtures are used. 0.30@ 0.25@ Benefits:CertaSpray Closed Cell Maximum .Use Temperature: Air Permeability, Foam provides thermal insulation CertaSpray foam should not be in at 1"thickness,Us/m2 E283 0.013 for the interior of the home and contact with equipmentor materials Fungi Resistance C1338 Pass, reduces air infiltration through the that have operating temperatures g with no building envelope. greater than 1800 F. growth Applications: The closed cell *The` p wereical pro obtained on�w�p1O�with a PP 4.TECHNICAL DATA c��/cam H25�machine�an�-�Fusion p' 2-pcf foam can be spray-applied �,Pl�� t "°`�;�fo, intoopen wall cavities,crawlspaces, Chemical Properties additioralrrdanatimn. perimeter joists, cathedral ceilings, CertaSpray- CertaSpray and garage ceilings at a maximum A B fire Performance** total thickness of 6". Product is ;n. ASTna Viscosity at meant for interior applicat ns. ,25°C,cps 150-250 14M METHODS VALUE Product must be i 1A I to local code, and must be applied ` ' 'ty 1.23 1.14 Flame Spread by a qualified applicator. at 25°C,g/ml Index,6" E84 <25 ` Composition an4 r terials: Smoke Index,6" E84 <450 CertaSpray Closed Cell � 'ra� ,. r tt'15 i - �('�{1�f *'The results of the test method may rarbe irrcbca(ive ofn�lfie fire - f t1 j„ perlium acne.NI plastic insulation must be separated tm the interior - building by an approved thermal barrier of 1/2"gypsum wallboard or equivalent thermal barrier material as required by the building code. r,'s 'r to Recommended Pnoaessing Condtions Substrate temperature must reach Handling:When opening the drums, 40°F prior to application. loosen the cap slowly to release vA�uE The final product yield . is pressure in the drum. Do not ingest. Preheater dependent on spray conditions and Avoid contact with eyes, skin and Temperature,*F 120-135 spray techniques. clothing. Avoid breathing aerosols, Hose Temperature,*F <135 Typical End Use Properties: The vapor or mist. Wash skin thoroughly Pressure,psi 1100-1500 thermal performance values depicted after handling. A/B volumetric Ratio 1/1' in the chart below are achieved at the The MSDS for CertaSpray-A and Cream Time*,sec 1-2 thickness specified when installed as CertaSpray-B closed cell must be read Tack-free Time*,sec 4-7 recommended. before using this product. Maximum thickness 2 6. HANDLING AND STORAGE 7• HEALTH AND SAFETY per pass,inches The health and safety information in Maximum installed 5 Storage: It is recommended that this data sheet does not contain thickness,inches the CertaSpray-B and CertaSpray-A sufficient detail for safe handling in all drums should be stored between d helth 5. INSTALLATION 55-80°F. Keep 'containers tightly informatiion or detailed of h te ety nMa rial All application surfaces must be free closed and store in a dry, well- Safety Data Sheet for this product. of oil,grease,dust and debris.Surface ventilated area protected from must be dried prior to application of freezing, rain, direct sunlight and 8.AVAILABILITY AND COST spray foam. Excess humidity may excess heat. The storage life of Distributed and sold throughout the cause poor adhesion, and result in chemicals is up to 6 months when United States. For availability and product failure. To avoid overspray, stored according to the recommended cost contact your local Territory product should not be applied when conditions. Manager, contractor or distributor, conditions are windy. or call CertainTeed Sales Support Group in Valley Forge, PA at (800) 233-8990. = THERMAL PERFORMANCE THICKNESS AGED R-VALUE* 9.WARRANTY This product is covered by a limited (h-ft2°F)/Btu (m?•c)iw one-year warranty against 1 25 5.8** 1.02 manufacturer's defects. Ph 38 8.7** 1.53 2 51 11.6** 2.04 10. MAINTENANCE Th 64 16.0 2.82 No maintenance required. 3 76 19.2 3.38 11.TECHNICAL SERVICES Th 89 22.4 3.94 Technical assistance can be obtained 4 102 25.6 4.51 either from the local CertainTeed 41k 114 28.8 5.07 sales representative, or by calling 5 127 32.3 5-69 CertainTeed Sales Support Group 51h 140 35.5 6.25 in Valley Forge, PA at (800) 6 152 38.7 .6.82 233-8990. Tested in accordance with ASTM C518 and/or Cl 77 at 75°F(24°C) 12. FILING SYSTEMS mean temperature CertainTeed Pub. No. 30-50-011. *Aged 90 days at 140°F 'Additional product information is "When applied at a thickness>r,aged R-value is 6.4 available upon request. per inch.when applied at a thickness<r,aged R-value , is 5.8 per inch. EMERGENCY CALLS: Seal and ,1+ s@ CertainTeed Emergency Response Insulate IREENcGhiA �"°°�® Center-800-424-9300 W � � RDCHEMTREC—Spills, Leak, Fire 800-424-9300 ENERGY STAR oarAl,QWiryCa fied (in USA and Canada) _ BF6rStEREO .. .. ASK ABOUT OUR OTHER CERTAINTEED PRODUCTS AND SYSTEMS: . EXTERIOR: ROOFING • SIDING • WINDOWS • FENCE RAILING TRIM DECKING • FOUNDATIONS • "PIPE INTERIOR: INSULATION GYPSUM • CEILINGS CertainTeed Corporation Professional:800-233-8990 P.O.Box 860 Consumer:800-782-8777 t;erRaI11'Tellaid K Valley Forge, PA 19482 wwwcertainteed.com �1 u U �iwiu�.un L7 ©1/09 CertalnTeed Corporation,Printed in U.S.A. Code:30-50-011/CertaSpray Closed-Cell Spray Foam I r r- "tz 4 IMES Evaluation Report C<��ESR-26_ 9 Issued February 1, 2009 This report is subject to re-examination in one year. www.icc-es.orq 1 (800)423-6587 ( (562)699-0543 A Subsidiary of the International Code Council® DIVISION:07—THERMAL AND MOISTURE PROTECTION B (CertaSpray BCC) on site, during the spray application. Section:07210—Building Insulation The component products have a shelf life of six months when stored in factory-sealed containers at temperatures REPORT HOLDER: between 55°F and 80°F(13°C and 270C). , CERTAINTEED CORPORATION 3.2 Surface-burning characteristics: 760 EAST SWEDESFORD ROAD The insulation, at a maximum thickness of 6 inches (152 VALLEY FORGE,PENNSYLVANIA 19482 mm) and a nominal density of 2.0 pcf (32 kg/m3), has a (610)341-7000 flame-spread index not exceeding 25 and a smoke- www.certainteed.com developed index not exceeding 450 when tested in accordance with ASTM E 84. EVALUATION SUBJECT: 3.3 Thermal Resistance(R-values): CERTASPRAY CLOSED CELL SPRAY FOAM INSULATION The insulation has thermal resistance R values, at a mean temperature of 750F(240C),as shown in Table 1. 1.0 EVALUATION SCOPE 3.4 Vapor Retarder: Compliance with the following codes: The CertaSpray Closed-Cell Spray Foam Insulation at a ■ 2006 International Building Code®(IBC) thickness of 1 inch (25 mm) is a vapor retarder as defined 2006 International Residential Code®(IRC) in IRC Section R202 and IECC Section 202. When installed at a thickness less than 1 inch (25 mm), a vapor ■ 2006 International Energy Conservation Code®(IECC) retarder must be provided when required by IRC Section ■ Other Codes(see Section 8.0) R318 or IECC Sections 402.5 and 502.5. Properties evaluated: 3.5 Air Permeability: ■ Surface-burning characteristics The CertaSpray Closed-Cell Spray Foam Insulation is considered air-impermeable, based on testing in ■ Thermal resistance(R-value) accordance with ASTM E 283, when installed at a ■ Attic and crawl space installation thickness of 1 inch(25 mm)or greater. ■ Physical properties 3.6 FireFree 88 Intumescent Coating: ■ Air permeability FireFree 88 is a water-based intumescent fire-retardant coating manufactured by FireFree Coatings Inc. FireFree ■ Vapor retarder 88 is supplied in 5-gallon(19 L)pails and has a shelf life of 2.0 USES one year when stored in a factory-sealed container at temperatures between 35'F and 85'F(2"C and 29°C). CertaSpray Closed-Cell Spray Foam Insulation is used as 4.0 INSTALLATION a nonstructural thermal insulating material in buildings of Type V-B construction under the IBC, and in structures 4.1 General: constructed in accordance with the IRC. The insulation is CertaSpray Closed-Cell Spray Foam Insulation must be for use in wall cavities,floor assemblies,ceiling assemblies installed in accordance with the manufacturer's published and attics and crawl spaces when installed in accordance installation instructions,the applicable code and this report. with Section 4.0. A copy of the manufacturer's published installation 3.0 DESCRIPTION instructions must be available at all times on the jobsite 3.1 General: during installation., f01IAI 4.2 Application: CertaSpray Closed- -ell pray oam nsulafioniss a two- component, closed-cell, spray-applied, semirigid, medium- The insulation is spray-applied on the jobsite using a density, polyurethane foam plastic insulation. The applied volumetric positive displacement pump to combine the Part insulation has a nominal�e sty_o (�pcf_,�2. T(3'kg/rp,? The ce A and Part B components at a one-to-one ratio, as insulation is produd combining-'° 0�ioiymeric specified in the manufacturer's published installation - isocyanate Part A (CertaSpray A) with a resin-based Part instructions.The spray foam insulation may be applied at a ]CC-ES Evaluation Reports ari not tb be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.Mere is no warranty by ICC Evaluation Service,Inc.,express or implied as to arty finding or other matter in this report,or as to any product"coveiieil by the report. Copyright©2009 Pagel of 4 ES14-2669 1 Most Widely Accepted and Trusted Page 2 of 4 maximum of 2 inches (51 mm) per pass to a maximum 4.4.2.2 Application with FireFree Intumescent Coating: In thickness of 6 inches (152 mm). CertaSpray Closed-Cell attics, CertaSpray Closed-Cell Spray Foam Insulation may Spray Foam Insulation must not be applied in areas that be spray-applied to the underside of roof sheathing, roof are exposed to a maximum ambient temperature greater rafters and walls; and in crawl spaces, CertaSpray Closed than 180`F (82°C). The substrates to which the insulation Cell insulation may be spray-applied to the underside of is applied must be dean, dry and free of frost, ice, loose wood floors and walls as described in this section. The debris, or contaminants that will interfere with adhesion of thickness of the foam plastic applied to the vertical the spray foam insulation. The spray foam insulation must surfaces or the underside of the top of the space must not not be applied in electrical outlet or junction boxes or in exceed 6 inches (152.4 mm). The foam plastic must be direct contact with water or soil. The spray-applied foam covered with a'minimum nominally 14-mil (0.36 mm) wet insulation must be protected from the weather during and film thickness of the FireFree 88 intumescent coating after application. described in Section 3.6. The FireFree 88 intumescent 4.3 Thermal Barrier coating must be applied over the CertaSpray Closed-Cell Spray Foam Insulation in accordance with the coating CertaSpray Closed-Cell Spray Foam Insulation must be manufacturer's instructions and this report. Surfaces to be separated from the interior of the building by an approved coated must be dry,dean and free of dirt, loose debris and thermal barrier of 1/2-inch-thick (12.7 mm) gypsum any other substances that could interfere with adhesion of wallboard or an equivalent 15-minute thermal barrier the coating. The FireFree 88 coating is applied with a complying with, and installed in accordance with, IBC medium-size nap roller, soft brush or conventional airless Section 2603.4 or IRC Section R314.4, as applicable, spray equipment at a rate of 1 gallon per 100 square feet except when installation is in attics or crawl spaces as (0.41 liter per square meter) to obtain a recommended described in Section 4.4. minimum dry film thickness of 10 mils (0.25 mm) [14 mills 4.4 Attics and Crawl Spaces: wet (0.36 mm)]. The coating must be applied when ambient and substrate temperatures will be above 40°F 4.4.1 Application with a Prescriptive Ignition Barrier. (5"C) for at least two hours after application. CertaSpray When CertaSpray Closed-Cell Spray Foam Insulation is Closed-Cell Spray Foam Insulation, as described in this installed within attics or crawl spaces where entry is made section, may be installed in unvented conditioned attics in only for service of utilities, an ignition barrier must be accordance with IRC Section R806.4 when the foam plastic installed in accordance with IBC Section 2603.4.1.6 or IRC is applied at a thickness of 1 inch(25.4 mm)or greater. Section R314.5.3 or R314.5.4, as applicable. The ignition barrier must be consistent with the requirements for the 4.4.3 Use on Attic Floors: CertaSpray Closed-Cell type of construction required by the applicable code, and Spray Foam Insulation may be installed exposed at a must be installed in a manner so that the foam plastic maximum thickness of 6 inches(152.4 mm)between joists insulation is not exposed. The insulation as described in in attic floors. The CertaSpray Closed-Cell Spray Foam this section may be installed in unvented conditioned attics Insulation must be separated from the interior of the in accordance with IRC Section R806.4 when the foam building by an-approved thermal barrier. The ignition plastic is applied at a thickness of 1 inch (25.4 mm) or barrier in accordance with IBC Section 2603.4.1.6 or IRC greater. Section R314.5.3 may be omitted. 4.4.2 Application without a Prescriptive Ignition 5.0 CONDITIONS OF USE Barrier: Where CertaSpray Closed-Cell Spray Foam The CertaSpray Closed-Cell Spray Foam Insulation Insulation is installed in accordance with Sections 4.4.2.1 described in this report complies with, or is a suitable and 4.4.2.2,the following conditions apply: alternative to what is specified in, those codes listed in ■ Entry to the attic or crawl space is only to service utilities Section 1.0 of. this report, subject to the following, and no storage is permitted. conditions: ■ There are no interconnected crawl space or attic areas. 5.1 CertaSpray Closed-Cell Spray Foam Insulation coating must be installed in accordance with the ■ Air in the attic or crawl space is not circulated to other manufacturer's published installation instructions, this parts of the building. evaluation report and the applicable code. If there are ■ Ventilation of the attic or crawl space is provided in any conflicts between the manufacturer's published accordance with the applicable code, except when installation instructions and this report, this report insulation is permitted in unvented conditioned attics in governs. accordance with IRC Section R806.4. 6.2 The insulation has been evaluated only for use in 4.4.2.1 Application without Intumescent Coating: In attics, Type V-B construction under the IBC and dwellings CertaSpray Closed-Cell Spray Foam Insulation may be under the IRC. spray-applied to the underside of roof sheathing, roof 5.3 The thickness and density of the insulation must not rafters and walls;and in crawl spaces, CertaSpray Closed- exceed what is stated in Sections 3.2 and 4.4. Cell Spray Foam Insulation may be spray-applied to the 5.4 CertaSpray Closed-Cell Spray Foam Insulation must'. underside of wood floors and walls as described in this be applied by contractors certified by CertainTeed section. The thickness of the foam plastic applied to the Corporation. vertical surfaces or the underside of the wood floor or roof sheathing must not exceed 6 inches (152.4 mm). The 5.5 CertaSpray Closed-Cell Spray Foam Insulation must ignition barrier in accordance with IBC Section 2603.4.1.6 be separated from the building interior as described in or IRC Section R314.5.3 or R314.5.4 may be omitted. Section 4.3, except when installation is in attics and CertaSpray Closed-Cell Spray. Foam Insulation, as crawl spaces as described in Section 4.4. described in this section, may be installed in unvented 5.6 Jobsite certification and labeling of the insulation must conditioned attics in accordance with IRC Section R806.4 comply with IRC Sections N1101.4 and N1101.4.1 when the foam plastic is applied at a thickness of 1 inch and IECC Sections 102.1.1 and 102.1.1.1, as (25.4 mm)or greater. applicable. E$fk-2669 I Most Widely Accepted and Trusted Page 3 of 4 5.7 In areas where the probability of termite infestation is construction under the UBC. The insulation is for use in "very heavy" as determined in accordance with IBC wall cavities, floor assemblies, ceiling assemblies and Figure 2603.8 or IRC Figure R301.2 (6), the foam attics and crawl spaces, when installed in accordance with plastic must be installed in accordance with IBC Section 8.4. Section 2603.8 or IRC Section R320.5. 8.3 Description: 5.8 The Part A component is produced in Geismar, 8.3.1^ General:See Section 3.0. Louisiana, and St. Rose, Louisiana, under a quality . control program with inspections by Intertek Testing 8.3.2 Surface-burning Characteristics: Services NA, Inc. (AA-657). 8.3.2.1 2003 IBC, 2003 IRC, BNBC and SBC: See 5.9 The Part B component is produced in Mississauga, Section 3.2. Ontario, Canada, under a quality control program with inspections by Intertek Testing Services NA, Inc_ (AA- 8.3.2.2 UBC: The insulation, at a maximum thickness of 657). 6 inches (152.4 mm) and a nominal density of 2 pcf (32 kg/m), has a flame-spread index not exceeding 25 and a 6.0 EVIDENCE SUBMITTED smoke-developed index not exceeding 450 when tested in 6.1 Data in accordance with Appendix B of the ICC-ES accordance with UBC Standard 8-1. Acceptance Criteria for Spray-applied Foam Plastic 8.3.3 Thermal Resistance(R values):See Section 3.3. Insulation(AC377),dated May 2008. 8.3.4 Vapor Retarder: When required by the applicable 6.2 Reports of air leakage tests in accordance with ASTM code,a vapor retarder system,which may include the foam E 283. plastic insulation,must be installed. 6.3 Reports on comparative fire testing of spray-applied 8.3.5 FireFree 88 Intumescent Coating: See Section foam plastic for installation without ignition barriers in 3.6. attics and crawl spaces. 8.4 Installation: 6.4 Engineering fire risk analysis of comparative crawl space fire testing. 8.4.1 General:See Section 4.1. 7.0 IDENTIFICATION 8.4.2 Application:See Section 4.2. The Part A and Part B components for CertaSpray Closed- . 8.4.3 Thermal Barrier: CertaSpray Closed-Cell Spray Cell Spray Foam Insulation are packaged in 55-gallon(208 Foam Insulation at a maximum thickness of 6 inches L) drums bearing labels with the report holder's name (152.4 mm) must be separated from the interior of the (CertainTeed Corporation) and address; the date of building by an approved thermal barrier of '/cinch-thick manufacture and the lot number, the product trade name _ (12.7 mm).gypsum wallboard or an equivalent 15-minute (CertaSpray A or CertaSpray BCC); the installation thermal barrier complying with,and installed in accordance instructions; the density; the flame-spread and smoke- with, 2003 IBC Section 2603.4, 2003 IRC Section developed indices; the name of the inspection agency R314.1.2, BNBC Section 2603.4, SBC Section 2603.5 or (Intertek Testing Services NA, Inc.); and the evaluation UBC Section 2602.4, as applicable, except when report number(ESR-2669). installation is in attics or crawl spaces as described in Section 8.4.4. Each pail of FireFree 88 intumescent coating is labeled with the manufacturer's name (FIREFREE Coatings Inc. 8.4.4 Attics and Crawl Spaces: and address, the product trade name (FireFree 88) and 8.4.4.1 Application with a Prescriptive Ignition Barrier: either the date of manufacture or the expiration date. When CertaSpray Closed-Cell Spray Foam Insulation is 8.0 OTHER CODES installed within attics or crawl spaces where entry is made only for service of utilities, an ignition barrier must be 8.1 Scope: installed in accordance with 2003 IBC Section 2603.4.1.6, In addition to the codes referenced in Section 1.0, the 2003 IRC Section R314.2.3, BNBC Section 2603.4.1.4, products recognized in this report were evaluated for SBC Section 2603.5.1.6 or UBC Section 2602.4, as compliance with the requirements of the following codes: applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the • 2003 International Building Code®(2003 IBC) applicable code, and must be installed in a manner so that ■ 2003 International Residential Code"(20031RC) the foam plastic insulation is not exposed.Attics and crawl spaces must be ventilated in accordance with. the ■ 2003 International Energy Conservation Code® (2003 applicable code. IECC) ® 8.4.4.2 Application without a Prescriptive Ignition ■ BOCA National Building Code/1999(BNBC) Barrier: See Section 4.4.2. ■ 1999 Standard Building Code®(SBC) 8.4.4.2.1 Application without Intumescent Coating: In • 1997 Uniform Building Code TM(UBC) attics, CertaSpray Closed-Cell Spray Foam Insulation may 81 Uses: be spray-applied to the underside of roof sheathing, roof rafters and walls; and in crawl spaces, CertaSpray Closed- CertainTeed CertaSpray Closed-Cell Spray .Foam Cell Spray'Foam Insulation may be spray-applied to the Insulation is used as.a nonstructural thermal insulating underside of wood floors and walls as described in this ' material in buildings of Type V-B construction under the section. The thickness of the foam plastic applied to the 2003 IBC, and in structures constructed in accordance with vertical surfaces or the underside of the top of the space the 2003 IRC; and in Type 5-13 construction under the must not exceed 6 inches(152.4 mm). The ignition barrier BNBC, Type VI construction under the SBC and Type V-N in accordance with 2003 IBC Section 2603.4.1.6,2003 IRC Egg-2669 I Most Widely Accepted and Trusted Page 4 of 4 Section R314.2.3, BNBC Section 2603.4.1.4, SBC Section the 2003 IRC, Type 5-13 construction under the 2603.5.1.6, and UBC Section 2602.4 may be omitted. BNBC, Type VI construction under the SBC and Attics and crawl spaces must be ventilated in accordance Type V-N construction under the UBC. with the applicable code. 8.5.3 See Section 5.3. 8.4.4.2.2 Application with Intumescent Coating: See Section 4.4.2.2. 8.5.4 See Section 5.4. 8.4.4.3 Use on Attic Floors: CertaSpray Closed-Cell 8.5.5' CertaSpray Closed-Cell Spray Foam Insulation Spray Foam Insulation may be installed exposed at a must be separated from the building interior as maximum thickness of 6 inches(152.4 mm) between joists described in Section 8.4.3. , in attic floors. The CertaSpray Closed-Cell Spray Foam 8.5.6 In areas where the probability of termite infestation Insulation must be separated from the interior of the is "very heavy" as determined in accordance with building by an approved thermal barrier. The ignition 2003 IRC Figure R3012 (6) or SBC Figure barrier in accordance with 2003 IBC Section 2603.4.1.6, 2304.1.4, the foam plastic must be installed in 2003 IRC Section R314.2.3, BNBC Section 2603.4.1.4, accordance with 2003 IRC Section R320.4 or SBC SBC Section 2603.5.1.6 and UBC Section 2602.4 may be Section 2603.3,respectively. omitted. 8.5 Conditions of Use: 8.5.7 See Section 5.8. The CertaSpray Closed-Cell Spray Foam Insulation 8.5.8 See Section 5.9. described in this report complies with, or is a suitable 8.6 Evidence Submitted: alternative to what is specified in, those codes listed in Section 8.1 of this report, subject to the following See Section 6.0. conditions: 8.7 Identification: 8.5.1 See Section 5.1. See Section 7.0. 8.5.2 CertaSpray Closed-Cell Spray Foam Insulation has been evaluated only for use in Type V-B construction under the 2003 IBC, dwellings under TABLE 1—INSULATION THERMAL RESISTANCE(R-VALUES) THICKNESS R-VALUE (inches) (h-fe-'F)/Btu ASTM C S18 TESTED VALUES 1 5.8 4 25.6 6 38.7 CALCULATED R-VALUES 1 5.8 1112 8.7 2 11.6 2'/2 16.0 3 19.2 3'/2 22.4 4 25.6 4'/2 28.8 5 32.3 5'/2. 35.5 6 38.7 Tested in accordance with ASTM C 518 and/or C 177 at 75°F (24°C)mean temperature For SI:1 h-fe F/BTU=0.176 K-m2/W,1 inch=25.4 mm. y , ICC-ES Evaluation Report 5::;�ESR4-826* t Issued May 1, 2008 This report is subject to re-examination in one year. www.icc-es.org 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council® DIVISION:07—THERMAL AND MOISTURE PROTECTION component, spray-applied product. The two components of Section:07210—Building Insulation the insulation are Base Seale, a polyisocyanate, and Gold Seale,a resin. Base Seale must be stored at a temperature REPORT HOLDER: of 50OF (10°C) or greater, and has a shelf life of six months. Gold Seale must be stored at temperatures below ICYNENE,INC. 100OF(37.80C),and has a shelf life of six months. 6747 CAMPOBELLO ROAD MISSISSAUGA,ONTARIO L5N 21-7 3.2 Surface Burning Characteristics: CANADA When tested in accordance with ASTM E 84, at a (800)758-7325 thickness of 5.5 inches(140 mm)and a nominal density of www.icynene.com 0.5 pcf (8 kg/m3), Icynene LD-C-50 has a flame spread index of 25 or less and a smoke-developed index of 450 or EVALUATION SUBJECT: less. ICYNENE LD-C-50T" (formerly known as The Icynene 3.3 Thermal Resistance: Insulation System Icynene LD-C-50 has thermal resistance (R-values) at a 1.0 EVALUATION SCOPE mean temperature of 750F(24°C)as shown in Table 1. Compliance with the following codes: 3.4 Air Permeability: ® Based on testing in accordance with ASTM E 283, Icynene ■ 2006 Intemational Building Code (IBC) 1-13-C-50 is considered air-impermeable. ■ 2006 Intemational Residential Code®(IRC) 3.5 Intumescent Coatings: ■ 2006 International Energy Conservation Code®(IECC) 3.5.1 FireFree 88: FireFree 88 is a water-based ■ Other Codes(see Section 8.0) intumescent coating manufactured by International Fire Properties evaluated: Resistant Systems, Inc. FireFree 88 is supplied in 5-gallon (19 L)buckets and has a shelf life of one year when stored • Surface burning characteristics in a factory-sealed container at temperatures between ■ Physical properties 350F(1.7°C)and 85OF(29°C): • Thermal performance(R-values) 3.5.2 SafeCoat Latex: SafeCoat Latex Fire Retardant Coating is a latex-based intumescent coating ■ Attic and crawl space installation manufactured by Magna Coatings Technology Inc. ■ Fire resistance SafeCoat Latex is supplied in 1-gallon(3.8 L), 5-gallon(19 L) and 50-gallon (189 L) quantities and has a shelf life of ■ Air permeability 24 months when stored in a factory-sealed container at. 2.0 USES temperatures above 50OF(101C). Icynene LD-C-50TM' is used to provide thermal insulation in 3.5.3 Aldocoat 757: Aldocoat 757 intumescent ignition buildings and to seal areas such as plumbing and wiring barrier coating is a water-based acrylic coating penetrations against air infiltration, in Type III and Type V manufactured by Aldo Products Company, Inc. Aldocoat construction (IBC) and dwellings under the IRC. The 757 is supplied in 5-gallon (19 L) pails and 55-gallon (208 Icynene Insulation System may be used in fire-resistance- L)drums and has a shelf life of six months when stored in rated construction when installed in accordance with a factory-sealed container at temperatures between 40OF Section 4.5. (4.5°C)and 90OF(320C). 3.0 DESCRIPTION 4.0 DESIGN AND INSTALLATION 3.1 General: N 0!3I A 10,_ 4.1 General: Icynene LD-C-50Tm is a low-density, open-cell, The manufacturer's published installation instructions and polyurethane foam plastic insulation and air barrier system this report must be strictly adhered to and a copy of these that is 100 percent water-f,.l th_lan tailed no m nal instructions and this evaluation report must be available on density of 0.5 pcf (8 kg/m i ere L©-C 5diiswaT , the jobsite at all times during installation. -�• ° *Revised March 2009 /CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendafton for its use.There is no warranty by ICC Evaluation Service,Inc.,espress or implied as to arty fording or other matter in this report,or as to arty product covei ed bV the report. �� ® Copyright 0 2008 Page 1 of 6 * -t ESR-1826 1 Most IMdely Accepted and Trusted Page 2 of 5 4.2 Application: 4.4.2.3 Assembly No.3A: Icynene LD-C-50 is applied to Icynene LD-C-50 must be applied using spray equipment the underside of the roof deck between rafters in attics, specified by Icynene, Inc. Icynene LD-C-50 must not be and to the underside of the floor deck between floor joists used in areas which have a maximum service temperature over crawl spaces, to a maximum thickness of 10 inches greater than 180OF (820C). The foam plastic must not be (254 mm); and to vertical wall surfaces to a maximum used in electrical outlet or junction boxes or in contact with thickness of 6 inches (152 mm). The insulation on the rain or water, and must be protected from the weather vertical wall surfaces is covered with Aldocoat 757 or during and after application. Where Icynene LD-C-50 is Safecoat Latex, described in Section 3.5, or a prescriptive used as an air-impermeable barrier, such as in ignition barrier as described in Section 4.4.1. The unventilated attic spaces regulated by IRC Section R806, intumescent coatings must be installed in accordance with the insulation must be installed at a minimum thickness of the coating manufacturers' published" installation 3.5 inches (89 mm). Icynene LD-C-50 can be installed in instructions.Aldocoat 757 coating must be spray-applied at one pass to the maximum thickness. Where multiple a rate of 1 gallon per 100 fe (0.00025 Um ). Safecoat passes are required, the cure time between passes is Latex must be spray-applied at a rate of 1 gallon per 80 fe negligible. Icynene LD-C-50 must only be installed by (0.00031 Urn).See Figure 1. licensed dealers, certified by Icynene, Inc., to install 4.4.2.4 Assembly No.3B: Icynene LD-C-50 is applied to Icynene LD-C-50. the underside of the roof deck between rafters in attics, 4.3 Thermal Barrier: and to the underside of the floor deck between floor joists Icynene LD-C-50 must be separated from the interior of the over crawl spaces, to a maximum thickness of 10 inches I cY P (254 mm); ,and to vertical wall surfaces to a maximum building by an approved thermal barrier, such as /rinch thickness of 6 inches (152 mm). The insulation is covered (12.7 mm) gypsum wallboard installed using mechanical with FireFree 88, described in Section 3.5. The fasteners in accordance with the applicable code, or an intumescent coating must be installed in accordance with equivalent 15-minute thermal barrier complying with the the coating manufacturer's published installation applicable code. When installation is within an attic or instructions. FireFree 88 coating must be applied at a rate crawl space as described in Section 4.4, a thermal barrier of 1 gallon per 100 fe.See Figure 1. is not required between the foam plastic and the attic or crawl space. 4.4.2.5 Assembly No. 4:'lcynene LD-C-50 is applied to 4.4 Attics and Crawl Spaces: the top of the ceiling, between joists in attic floors, to a maximum thickness of 6 inches(152 mm). See Figure 1. 4.4.1 Application with a Prescriptive Ignition Barrier: When Icynene LD-C-50 is installed within attics or crawl 4.6 One-hour Fire-resistance-rated Assemblies: spaces where entry is made only for service of utilities, an 4.5.1 Assembly 1 (Limited Load-bearing Wood Stud ignition barrier must be installed in accordance with IBC Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches (38 Section 2603.4.1.6 and IRC Sections R314.5.3 and mm by 89 mm)] southern pine (G = 0.55), No. 2 grade R314.5.4, as applicable. The ignition barrier must be studs spaced 16 inches (406 mm) on center with a base consistent with the requirements for the type of layer of '/rinch-thick (12.7 mm) wood fiber sound board construction required by the applicable code and must be installed horizontally on each face with vertical joints installed in a manner so that the foam plastic insulation is located over the studs,attached with 6d box nails,2 inches not exposed. Icynene LD-C-50 may be installed in (51 mm) long and spaced 24 inches (610 mm) on center unvented attics in accordance with IRC Section R806.4. along the studs, and a second layer of 5/8-inch-thick (15.9 4.4.2 Application without a Prescriptive Ignition mm)Type X gypsum wallboard installed vertically on each Barrier: Where Icynene LD-C-50 is installed in an attic or face, attached with 8d box nails, 21/2 inches(64 mm) long crawl space without a prescriptive ignition barrier, in and spaced 7 inches(178 mm)on center along the studs. accordance with Sections 4.4.2.1 through 4.4.2.5, the The stud cavity contains Icynene insulation nominally 2 following conditions apply: inches(51 mm)thick. 1. Entry to the attic or crawl space is only for the service 4.5.1.1 Axial Design: Axial loads applied to the wall of utilities. assembly must be limited to the least of the following: 2. There are no interconnected attic or basement areas. ■ 1,805 pounds(8029 N)per stud. 3. Air in the attic or crawl space is not circulated to other . Design stress of 0.78 F'c. parts of the building. 4. Combustion air is provided in accordance with ' Design stress of 0.78 F'c at a maximum Ield of 33. Section 701.4.2 of the International Mechanical 4.5.2 Assembly 2 (Limited Load-bearing Wood Stud Code . Wall): Minimum nominally 2-by4 [1'/2 by 31/2 inches (38 4.4.2.1 Assembly No. 1: Icynene LD-C-50 is applied to mm by 89 mm)] southern pine (G = 0.55), No. 2 grade the underside of the solid roof sheathing between rafters in studs spaced 16 inches (406 mm) on center with two' attics and to the underside of the floor deck between floor layers of '/cinch-thick (12.7 mm) Type X gypsum joists over crawl spaces, to a maximum thickness of 10 wallboard installed vertically with joints staggered on each inches(254 mm). The insulation is not installed on vertical face, attached with 8d box nails, 21/2 inches(64 mm) long surfaces. See Figure 1. and spaced 7 inches (178 mm) on center along the studs 4.4.2.2 Assembly No. 2: Icynene LD-C-50 is applied to for the face layer and 6d cement coated box nails,2 inches the underside of the roof deck between rafters in attics, (51 mm) long and spaced 24 inches (610 mm) on center and to the underside of the floor deck between floor joists along the studs. The stud cavity contains Icynene over crawl spaces, to a maximum thickness of lb inches insulation nominally 2 inches(51 mm)thick. (254 mm), and to vertical wall surfaces to a maximum 4.5.2.1 Axial Design: Axial loads applied to the wall thickness of 31/2 inches(89 mm). See Figure 1. assembly must be limited to the least of the following: ESR-1826 I Most WIdely Accepted and Trusted Page 3 of 5 ■ 1,805 pounds(8029 N)per stud. 5.7 Use of Icynene LD-G50 in areas where the ■ Design stress of 0.78 F'c. probability of termite infestation is "very heavy' must g be in accordance with IRC Section R320.5 or IBC ■ Design stress of 0.78 F'c at a maximum Ie/d of 33. Section 2603.8,as applicable. 4.5.3 Assembly 3(Floor/Ceiling): Minimum nominally 2- 5.8 Jobsite certification and labeling of the insulation must comply with IRC Sections by-10[11/2 by 9'/4 inches(38 mm by 235 mm)]Douglas fir, 4 and N1101. No. 2 grade wood joists spaced 24 inches (610 mm) on and IECC Sections 102.1.1.1 and 102.1.11, a as center,with minimum 1-by-3 f 14 by 2'/2 inches(19.1 by 64 applicable. mm)] spruce bridging at mid-span. Floor decking must be 5.9 A vapor retarder must be installed in accordance with minimum 1/2-inch-thick (12.7 mm) exterior grade plywood the applicable code. installed perpendicular to joists and fastened with 2-inch- 5.10 Icynene LD-C-50 is manufactured in Mississauga, long(51 mm)ring shank nails 6 inches(152 mm)on center Ontario, Canada, under a quality control program with at the joints and 12 inches (305 mm) on center at the inspections by Intertek Testing Services(AA-691). intermediate joists. Plywood joints must occur over joists. Icynene insulation must be applied to the underside of the 6.0 EVIDENCE SUBMITTED plywood deck between the joists to a depth of 5 inches (127 mm).Two layers of minimum 5/e-inch-thick(15.9 mm), 6.1 Data in accordance with the ICGES Acceptance Type X gypsum wallboard must be attached perpendicular Criteria for Spray-applied Foam Plastic Insulation to the joists on the ceiling side of the assembly. The first (AC377),dated October 2007. layer must be attached with 1'/,-inch-long (32 mm), Type 6.2 Test report on air leakage rate in accordance with W drywall screws, spaced 24 inches (610 mm) on center. ASTM E 283. The second layer must be applied perpendicular to the joists, offset 24 inches (610 mm)from the base layer. The 6.3 Comparative crawl space tests and related analysis, second layer must be attached with 2-inch-long (51 mm), to justify attic and crawl space assemblies. Type S drywall screws spaced 12 inches (305 mm) on 6.4 Test reports in accordance with ASTM E 119. center. Additional fasteners must be installed along the butt joints of the second layer, securing the two layers 7.0 IDENTIFICATION together. These fasteners must be 1'/2-inch-long(38 mm), All packages and containers of Icynene LD-G50 must be Type G drywall screws placed 2 inches(51 mm)back from labeled with the Icynene, Inc., name and address; the each end of the butt joint and spaced 12 inches(305 mm) product name; the flame spread index and the smoke- on center. The wallboard joints on the exposed side must developed index; the shelf life expiration date; the label of be treated with paper tape embedded in joint compound the inspection agency (Intertek Testing Services); and the and topped with an added coat of compound, and the evaluation report number(ESR-1826). fastener heads must be coated with joint compound in accordance with ASTM C 840 or GA 216. 8.0 OTHER CODES 5.0 CONDITIONS OF USE 8.1 Scope: Icynene LD-G50 described in this report complies with, or The products recognized in this report have also been is a suitable alternative to what is specified in,those codes evaluated for compliance with the following codes: listed in Section 1.0 of this report, subject to the following ■ 2003 International Building Code®(2003 IBC) conditions: ■ 2003 International Residential Code®(2003 IRC) 5.1 This evaluation report and the manufacturer's p 2003 International Energy Conservation Code (2003 published installation instructions, when required by IECC) the code official, must be submitted at the time of permit application. ■ BOLA®National Building Code/1999(BNBC) 5.2 Icynene LD-C-50 must be installed in accordance with ■ 1999 Standard Building Code®(SBC) the manufacturer's published installation instructions, . 1997 Uniform Building CodeTm(UBC) this evaluation report and the applicable code. If there is a conflict between the installation instructions and 8.2 Uses: this report,this report governs. See Section 2.0. 5.3 Icynene LD-C-50 must be separated from the interior 8.3 Description: of the building by an approved 15-minute thermal barrier. When installation is in attics and crawl spaces See Section 3.0. in accordance with Section 4.4, a thermal barrier is 8.4 Installation: not required on the attic or crawl space face of the insulation. 8.4.1 General:See Section 4.1. 5.4 Icynene LD-C-50 must not exceed the thickness and 8.4.2 Application:See Section 4.2. density noted in Section 3.2 of this report, except as 8.4.3 Thermal Barrier: Icynene LD-C-50 must -be permitted for attics and crawl spaces as described in separated from the interior of the building by an approved Section 4.4. thermal barrier, such as 0.5-inch (12.7 mm) gypsum 5.5 Icynene LD-C-50 must be protected from the weather Wallboard installed using mechanical fasteners in during and after application. accordance with the applicable code, or an equivalent 15- minute thermal barrier complying with the applicable code, 6.6 Icynene LD-C-50 must be applied by installers except where installation is within an attic or crawl space certified by Icynene, Inc. as described in Section 8.4.4. ESR-1826 1 Most Widely Accepted and Trusted . Page 4 of 5 8.4.4 Attics and Crawl Spaces: 8.5 Conditions of Use: 8.4.4.1 Application with a Prescriptive Ignition Icynene LD-C-50 described in the report complies with, or Barrier:When Icynene LD-C-50 is installed within attics or is a suitable alternative to what is specified in,those codes crawl spaces where entry is made only for service of listed in Section 8.0 of this report, subject to the following utilities, an ignition barrier must be installed in accordance conditions: with 2003 IBC Section 2603.4.1.6, 2003 IRC Section R314.2.3, BNBC Section 2603.4.1.4, SBC Section 8.5.1 See Conditions of Use.5.1 through 5.6, 5.8, 5.10 2603.5.1.6, and UBC Section 2602.4, as applicable. The and 5.12. ignition barrier must be consistent with the requirements 8.5.2 In jurisdictions adopting the SBC, use of Icynene for the type of construction required by the applicable code LD-C-50 in areas where the probability of termite and must be installed in a manner so that the foam plastic infestation is"very heavy"must be in accordance with SBC insulation is not exposed. Section 2304.1.4. 8.4.4.2 Application without a Prescriptive Ignition 8.6 Evidence Submitted: Barrier: See Section 4.4.2, except that combustion air must be provided in accordance with Section 703 of the See Section 6.0. 1999 Standard Mechanical Code© and Sections 701 and 703.1 of the 1997 Uniform Mechanical Code, as 8.7 Identification: applicable. See Section 7.0. 8.4.5 One-hour Fire-resistance-rated Assemblies:See Section 4.5. TABLE 1—THERMAL RESISTANCE R-VALUES THICKNESS(inches) R VALUE(°F•ft2•hBtu) ASTM C 618 Tested Values 1 3.7 3.5 13 Calculated R Values' 2 7 3 11 4 14.. 5 18 5.5 20 6 22 7 25 7.5 27 8 29 9 32 9.5 34 10 36 _ For SI: 1 inch=25.4 mm,1 °F•ft2•h/Btu=0.176 1.10°K•m2/W. 'Calculated R-values are based on tested K values at a 3.5-inch thickness. ESR-1826 I Most Widely Accepted and Trusted Page 5 of 5 a -- _ ,'of Icyrier�' in the wralls,typ RHO THERMAL BARM ER: RIO Tt-ERM�L.;BARftIE NO I GN.1-l ON EIO 2RMEF2•S NO'I GNITION BAF4,RI ER .. Ic�4mrie'iristelledQu—CLt a'therm�l . Igmerie`�installed wrtt out a tharrral or igrition barrier.; cr ig1tian barner�. " t _ F _ r c�rthe root sheathing under the--- of sheathiing. -u- r the floor sl hirig -urid the floes sYieathing:; ra i nk i wch on vertical+grails -on vertic `walls= Assembly No. 1 Assembly allo. 2 of rre IcSriene . _. inthewralis typ ...` GC7YH�IVG� _ :Aldo[�t 757a (!A)r N©.71`1ff2Mi4L EiaRRJ�" `F�resaiptiv�e lgniian NOI�nUT1ON:BPt?RJ�_ 2 OFZ. Eir�efr-E:e 8B ;fB) J Icynerie irstalled , w. -u�derthe roof she€#Yiing I ylnstalled v+nthout a;,tharref -upd the floor she iiing? :ar igrvtic�ri bamea ," -on vertical vrralls cii the A oor of the'i i c spade (.ea Qri y(c+,�eerie on tkte vvdl s r�cls to be covered err�.: ` -[B)Firefree+88 heeds to ao�a`all� . rfoerr•m strFa�sz- . Assembly No. 3 Assembly No. 4 See Section 4.4.2 for general requirements FIGURE 1-ATTIC AND CRAWL SPACE INSTALLATION WITHOUT A PRESCRIPTIVE IGNITION BARRIER c.. ICYNENE®—Spray Formula PRODUCT SPECIFICATION Average insulation contribution in stud wall: low vapor permeable paint on the interior 2 x 4" = R13 2" x 6 = R20. drywall is adequate. The Icynene Insulation System®provides Water Absorption Properties 11ff1NmC14E more effective performance than the IN(. equivalent R-value of air permeable Icynene® is hydrophobic and does not insulation materials.Icynene® is not exhibit capillary properties.It does not 1. PRODUCT NAME subject to loss of R-value due to aging, wick and is water repellent.Water can be windy conditions,settling,convection or forced into the foam under pressure Icynene®and The Icynene Insulation air infiltration;nor is it likely to be because it is open celled.Water will drain System®are registered trademarks for affected by moisture related conditions. by gravity rather than travel horizontally polyicynene insulation manufactured by A FACT SHEET with R-value data is or vertically through the foam Upon Icynene Inc.Icynene®spray formula is a available upon request drying,thermal performance is fully 1/2 lb density free rise,open celled material. restored. Air Permeance/Air Barrier/Av Seal 2. MANUFACTURER Acoustical Properties The Icynene Insulation System® fills any Icynene®is made on site from liquid shaped cavity,and adheres to all materials, Performance in a 2"x4" wood stud wall: components manufactured by Icynene creating assemblies with very low air Inc.Installation and on-site manufacturing permeance.No additional interior or STC Sound Transmission Class- 37 is supplied by independent Icynene exterior air infiltration protection is Hz.Fteq. 125 250 500 1000 2000 4000 Licensed Dealers. necessary. • ASTM E90 19 30 31 42 38 46 3. PRODUCT DESCRIPTION Air permeability of core foam: ' NRC Noise Reduction Coefficient-70 ASTM E283 data Hz.Freq. 125 250 500 1000 2000 4000 Icynene® insulates and air seals at the 0.0049 L/S-m2 @75 Pa for 5.25" ASIM C423 .11 .43 .89 .72' .71 .67 same time.Its performance is less ` 0.0080 L/S-m @75 Pa for 3.25" installation sensitive than factory Actual performance is superior than manufactured insulation materials.It is an In all buildings, adequate mechanical reported test results because of Icynene®'s effective"breathing"air barrier that can ventilation/air supply should be provided ability to control air leakage. adjust with the building to maintain a seal for optimum IAQ (Indoor Air Quality). against energy-robbing air leakage for the See ASHRAE Guidelines. Burn Characteristics life of the building.Convective air Water Vapor Permeance Icynene®will be consumed by flame,but movement inside cavities is virtually eliminated,providing more uniform will not sustain flame upon removal of temperatures throughout the building. Icynene® is water vapor permeable and the flame source.it leaves a charcoal The result is superior quality allows structural moisture to diffuse and residue.It will not melt or drip.It should construction,with higher comfort levels dissipate.It will not entrap moisture in be applied in accordance with applicable and lower heating and cooling costs. materials to which it is applied. building codes. Energy savings vary depending on Water vapor transmission properties: U.S.A.Specifications building design,location,etc. ASTM E96 data Surface Burning Characteristics of Icynene®is applied by spraying liquid Icynene®ASTM E84 components onto an open wall,crawl 16 perms 941 ng/b-s-ml @ 3" (76mm)thick Flame Spread <20 space or ceiling surface. There they 10 perms 565 ng/(Pa-s mJ @ 5 (127mm)thick Smoke Development <400 expand 100:1 in just seconds to provide a Fuel Contribution 0 flexible foam blanket of millions of tiny Because®of its low air permeance, Oxygen Index ASTM D2863 23/o air cells,filling building cavities and Icynene is not infiltrated by moisture- N.Y.State Fine gas toxicity LC,,—12 sealing cracks and crevices in the process. laden air.Computer modeling of moisture It adheres to virtually all surfaces,sealing movement in walls using a program out air infiltration.Excess material is . (]MOIST) developed by Doug Burch of the CANADA Specifications easily trimmed oil;leaving a surface ready National Institute of Standards and Corner Wall Test CAN4-S102 FSC3 for drywall or other finish. Technology (NL4'17 suggested that a L0 Flame Spread 510-530 perm rating was not required when Smoke Develop nt , 95-150 Icynene®insulation was used,except in �v%}S I A 110 4. TECHNICAL DATA climates as cold or colder than Madison, (Based on Core Samples) Wisconsin (7500 Heating degree days). Thermal Performance This conclusion was in general agreement i�� with other computer modeling of ,'�i 9 1 '1'" 6u L Thermal resistance R/in.(Rsi/25mm) moisture movement in building envelopes ASTM C518: R3.6 hr.ft' °F/BTU performed in Canada.In those situations3 19 V1 u ij J1.1g Rsi 0.62 mZ °C/W that warrant a vapor barrier,the use of „ Electrical Wiring 5. INSTALLATIONS 10.PACKAGING AND STORAGE Icynene® has been evaluated with both The Icynene Insulation System® is Packaging - 55 U.S.gallon open top steel 14/3 and 12/2 residential wiring (max. installed by a network of Licensed drums 122°F/50°C).It is chemically compatible Dealers,trained in the installation of Component A - 550 lb.per drum with all electrical wiring coverings. Icynene®. Installation is generally . Base Seal® - Polyisocyanate MDI independent of environmental conditions. Component'B' - 500 lb.per drum Note: For any insulation of knob and 1t can be installed in hot,humid or . Gold Seal® - Resin tube wiring,please reference local freezing conditions.Surface preparation is electrical code. generally not necessary.Within minutes, Storage the foaming process is complete. Corrosion Component A should be protected from 6. AVAILABILITY freezing. Icynene® did not cause corrosion when evaluated in contact with steel under Check regional yellow pages or contact Component B can be frozen but must be 85% relative humidity conditions. Icynene Inc.at 800-758-7325 or our protected from overheating (120°F/49*C) website at www!Qmene.com. and prolonged storage above Bacterial or Fungal Growth and 100'F/38'C.Component B separates Food Value 7, WARRANTY during storage and should be mixed thoroughly prior to use. Independent testing conducted by Texas WHEN INSTALLED PROPERLY IN Tech University has confirmed that ACCORDANCE WITH INSTRUCTIONS, 11. INSTALLATION Icynene®is not a source of food for THE COMPANY WARRANTS THAT SPECIFICATIONS mold;and as an air barrier,Icynene® THE PROPERTIES OF THE PRODUCT . reduces the airborne introduction of MEET PRODUCT SPECIFICATIONS AS Refer to the Icynene Installer's Manual moisture,food,and mold spores into the OUTLINED IN THIS PRODUCT for expanded information. building envelope.It has no food value SPECIFICATION SHEET. for insects or rodents. 8. TECHNICAL Environmental/Health/Safety Icynene Licensed Dealers and Icynene Inc. Icynene® contains no formaldehyde or provide support on both technical and volatile organic compounds.It has been regulatory issues.Architectural thoroughly evaluated for in-situ emissions” specifications in CSI 3-Part format are by industry and government experts. available upon request VOC emmissions are below 1/100 of the safe concentration level within hours 9. RELATED REFERENCES following the application of Icynene®.A 24 HR waiting period is recommended All physical properties were determined for highly sensitive people prior to through testing by accredited third party occupancy. agencies.Icynene Inc.reserves the right to Not intended for exterior use.Not to be change specifications in its effort to installed within 2' (50 mm) of heat enhance quality features.Please confirm emitting devices,where the temperature that technical data literature is current is in excess of 200°F(93°C). ICYNENEWL The Icynene insulation System® Healthier,Quieter,More Energy Efficient® Telephone: 905.363.4040 Toll Free: 800.758.7325 Facsimile: 905.363.0102 Website: www.icynene.com E-mail: . inquiryc)icynene.com 7/03/PSA L �p THE Tp� ... 'Town of Barnstable BARNSTABLE. Regulatory Services 9 MASS. Building Division p�EO MAC a. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection t—r am►— Location �S� � 5��.� 0, 60-4 Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: s k '� �4 aver- �eaf%.s 3IkA . A X 01) 6,,,, wee �t �e- "Q'K SeCA'J "et. )4'Vt,'h ��3 y Please call: 508-862-4A-34-for re-inspection. Inspected by Date S�Za�09 'Town of Barnstable Regulatory Services BA MASS. � Thomas F. Geilerf Director 9 .MASS. $ , ECNw Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyanais,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Y(DL Map/Parcel: �52 09/ Project Address 13S )-a Builder: The following items were noted on reviewing: AV 012c^ �!f- (Y) A-Ctr"Lj� "L� -,--�J �� �( ►v�c o.,•.n�� ( Y�o CL,i'rvey�9 0�, 1 II SQL` S vac ►w G—ec�s r 't'a��� he-to C! Cck Q� Reviewed by: ��WLJ 5 Date: 1 OF/ e s�� " Q:Forms:Plnrvw The Commonwealth of Massachusetts UVDepartment of Industrial Adcidents Office of Investigations 600 Washington Street Boston,M4 02111 , www.mass.gov/dia Workers"Compensation Insurance A€fidavit Builders/Contractors/EIectricians/Plumbers Applicant Information Please Print Le 'bl Name(Business/Organizatiowlndividual):. ".0— 17 •Address: J:.a City/State/Zip: _G 6-f 61Y Phone-#: a Are you an employer? Check the appropriate box: Type of project(required):. 1.( I am a employer with 4. [� I am a general contractor and I employees(full and/or part,time.).* have hired the sub-contractors 6. New construction . 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• 0 Demolition working for me in any capacity. employees and have workers' [No workers'comp. insurance comp.insurance.$ 9 [�Building addition required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their l l.0 Plumbing repairs or additions myself: [No workers' comp. right of exemption per MGL -12.0 Roof repairs insurance required.] t c, 152, §1(4),and we have no employees. [No workers' A3.0 Other comp.insurance required.] . "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowner,who submit this affidavit indicating tbcy 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 providb their workers'comp.policy number. , I am an employer that is provlding workers'compensation insurance for my employees Below isthe policy and Job site information. Insurance Company Name. Policy#or Self-ins.Lic.#: � _6 .C✓ � �4 Expiration Date: Job Site Address: ezo2c • 72zz1 a6_ 4e � City/State/Zip: 04-,71V2 Z//y1 !l - Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date),. Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year impriso=ent, as well as civil penaltirs 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 a er the pain nd penalties o per that the information provided above is true and correct Sienature; Date: Phone Official use only. Do not write in this area,'to be completed by city or town oJjlcial City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: ,E, y Town-of Barnstable Regulatory Services ' ?STAB Thomas F.Geiler,Director XAM , . Building blylsion pTFD MAC F ' Tom Perry,Building Commissioner 200 Main Street, Hyanri ,MA 02601 Office: _508'-862-4038 Fax; 508-7.90-6230 Pennitno. 0 V 0 Date AFFIDAVTI' HOME MROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c, 142A requires that the"reconstruction, alterations,renovation,repair,modernization,conversion, •improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than foitr dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. _J Type of Work: D /��� / Estimated Cost J J - ,Address of Work Owner's Name: .S n�.U,t / Y L Date of Application:_ Z2--/2- o 2 ' I hereby certify that: Registration is not required for the following yeas on(s): E)Work excluded by law ❑Job Under$1,Q00 []Building not owner-occupied ❑Owner pulling own pemmt Notice is hereby given that: OWNERS PULLING THEM OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME MROVENIHNT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES.OF PERJURY I hereby apply for a permit as the agent of the owner.- Date Co�r Name Registration No. OR Date Owner's Name ti�F"�T°kti Town of Barnstable. Regulatory Services i ,►B .$ Thomas F.Gaffer,Director • Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-62.30 Property Owner Must Complete and Sign.This Section If Using A Builder II,� _ as Owner of the subject property hereby auth (At711C to act on my behalf, in all matters relative to work authorized bythis Molding permit application for , 0-LS (Address of Job) io , t�� V S' of Owner Date Print Name Q:yOP MS:OwNE.RPERMISSION CERTIFICATE OF L"ILITY INSURANCE a THS dWjWWCTE 15 Ws_AS A ru►rrHt C1E INFGJ7 10 079 Sidat[ Rill[ Specialists ONLY AND CONFER NO NIG,NfS UPON YHE CERYIRCATI OR '=aanraaca A96MLOy, XDC- ALTERHOLD T THIS h D�5� EZii P01.1�CTS HE M- ALTElt THE CODE At�Olt� OR FC BM 115 Catatpmt 1ti 02534 NNC Phona:500-564-7200 Wgx%S06-S64-7272 I AFFORDNGCOVf3iAIGE o- WSURE(LA HD1Iss:D Sfjffzs LYABILXT-Y VA�GHH Hbl�.H BISURER C-WSURM a drags o• SamSmm;c8 S63 visuRm e COVE MSES Y�aa�aFsofs�umwc�tSn:o escwruwe s�v sst�tO�a Nne�vseovE�n��a+crve�oo a�cn�a.�wzwr�rne ANYREMM .WW0RCWWt1WM0F,�NY001 WA=ORQM3tO�Y11EMWRM IiDw�1�11YH1& �wYBE{Bsu�OR MAYPEfffAK THE ROURANWA WIMPOUCKS MMasawmaAU.TMT Fxa116mAma NSOFam Pam. IELWMS*M M%vmm®4FMXM=BYPAMCIAMML LTR TMPE MBIlRAMCE POYCY NUtEBt PATE M7E Lan �U+► $300,000 0 A, x COLMIERCNL ALLImm" CL1130927D_ 19/24/06 10/24/07 PRBfBESis $50 000 CLA�M6NAO6 Z1OCCUR WDE*&W6ft2M. ) i5.000 PERsarAL a sour uwuaY $306,008 (E�ALAGGR£CsATE 5600,000 66MA98MBO EUMAPPUMPE� ppppU=g- PAGE $600,000 PRO man•f ? � UW 3 AW AM -ML01At�A1R05 .y �LYINJIBiY ; SCNEOUM AUTOS MFEDAVM �Y qu"y- S AUTOS " DAWCE ; a""WARM AMOMY-EAACCOMr i AMA= � ��� EAP= A6G i Lummu Y EAa occumapmi OO X QA M6MKM IYGCAEGa7E i i i •(7F11tWT OF r cM.Mm Immp Z TpRYLa ERl C E mmomumsm WC 874 60 36 - 06/17/07 06/17/00 E.L&MAa M.ENT s 100.000 AW OEXOUAEO? .�► 3100,000 via eaeoa+uu�r La1ow Ei p -PODGY r $500,000 oT� - _ DE9CWP710N MMILOCAT1 MI%I MM10WLIH MAWS WSr 5 Z 9 i bkol7aImp1U. CERTIRCATE HOUM CANCEU ATM >! - - SH011LpANYOPTNE48011EPSeHCAT� TNEE7�pA pATET1EWyIlE{OT{�N6H�i111ISt1M1tLgWAVgRTOMYL 30 DAY6YMtlT7�i Nov"YoTTIi: NOIAEERNIIIEDmTi1C�l�T.MIiFAEi/LE70009O5NALt OF �Af1YK@DIIPOMTNE@ ,FS AGE=OR Tolm I8/18 39W 7ISI212Mis ML095885 6Z=88 L88Z/8I/8T VA� One Ashburton Place -Room. 1301 Boston. Massachusetts 02108 Home ImprovemenfContractor Registration _-- ---- ReIlisinkm 100513 Type Private Corporation Exp'ea6on: 61MAN VAUGHN HOMEBUILDERS, INC, Joseph Vaughn _. . - 34 GREAT HILL RD. SANDWICH, MA 02563 Update Address and return card.Mark reason for change. .. - : Address 1 Renewal 1 Employment i ! Lost Card S-CJ11 G 5M-Mfi46701216 Baa�i ol`�usYilmg n`tatiu`Tis a a at Ucease or registration valid for individul use only HOME E PROVE IENT CONTRACTOR before the expiration date. 11 foul r etwo to: Rem 100513 Board of Building Regulations and Standards One Ashburton Place Rm 1301 ExPisat!9n=:-.6/19PLQ08 Bostou,Ma.02108 .`.;-Type:1-Fivate Corporation VAUGHN HOMEBU_ILUERS°INC. f '' Joseph Vaughn 34 GREAT HILL RD.. SANDWICH.MA 0263 Deputy Administrator - j' lYot id witbont signs _ .. 92. �.� Board of Building Regulations and Standards Construction Supervisor License ' € Lrcense�°CS 46236 �B,dhdatasA 943 t� �U09ti Tr# 10311 , JOSEPH C.VAUGHN`.,' 34 GREAT HILL RD SANDWICH,MA 02563 Commissioner ¢ ' Generated by REScheck Package Generator Compliance Certificate Project Title: Sparkles on The Lake Report Date: 10/12/07 Energy Code: Massachusetts Energy Code Location: Centerville(Barnstable),Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 15% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 135 Lakeside Drive East Joseph Vaughn Centerville,Ma 02632 Vaughn Homebuilders Inc. 34 Great Hill Rd Sandwich,Ma 02563 508 428 3832 joes5637@aol.com N Ceiling: 38.0 Wall: 13.0 13.0 Basement: 13.0 Wall height:8.0' Depth below grade:5.0' Y Insulation depth:8.0' Window: 0.350 Door. 0.350 Floor: 19.0 Slab-on-Grade: 5.0 Insulation depth:4.0' Furnace:80 AFUE Compliance Statement: The proposed building.design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in the REScheck Package Generator and to comply with the mandatory requirements listed in the REScheck inspection Checklist.The heating toad for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Section " 0CMR 1310 and J4. d 1? 07 Name- itle Signature Date Sparkles on The Lake Page 1 of 4 Generated by REScheck Package Generator Inspection Checklist e Date: 10/12/07 Ceilings: ❑ Ceiling:R-38.0 cavity insulation Comments: Note:The ceiling R-values do not assume a raised or oversized truss construction.If the insulation achieves the full insulation thickness over the plate lines of exterior walls,R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation.Ceiling R-values represent the sum of cavity insulation plus insulating sheathing(if used). Above-Grade Walls: ❑ Wall:R-13.0 cavity;R-13.0 continuous insulation Comments: Note:Wall requirements apply to wood-frame wall constructions.Metal-frame wall or mass(concrete,masonry,log)waft equivalent R-values can be found in the Help Users Guide. Basement Walls: ❑ Basement:8.0'ht/5.0'bg/8.0'insul,R-13.0 cavity insulation Comments: Note:Walls of conditioned basements below uninsulated floors must be insulated from the top of the basement wall to a depth of 10 feet below ground level or to the level of the basement floor,whichever is less.The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls.Basement doors must meet the door-U-factor requirement s Windows: ❑ Window:U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 1%of the total allowed glazing area may be excluded from the U-value requirement.For example,3 ft2 of decorative glass may be excluded from a building design with 300 ft2 of glazing area. Doors: ❑ Door.U-factor.0.350 Comments:Front door exempt Note:Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-factor table in the Help Users Guide.If a door contains glass and an aggregate U-factor rating for that door is not available,include the glass area of the door with your windows and use the opaque door U-factor to determine compliance for the door.One door may be excluded from this requirement(i.e.,may hav a U-factor greater than 0.35). Floors: ❑ Floor:R-19.0 cavity insulation' Comments: ❑ Slab-on-Grade:4.0'insulation depth,R-5.0 continuous insulation Comments:Unheated 48 inch depth Note:The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements or garages). Floors over outside air must meet the ceiling requirements. Note:Add an additional R-2 for heated stabs.The insulation must extend 1)down from the top of the slab,or 2)down from the top of the slab to the bottom of the slab and then horizontally underneath the slab,or 3)down from the top of the slab to the bottom of the slab and then horizontally away from the slab,with pavement or at least 10 inches of soil covering the horizontal insulation. Sparkles on The Lake - Page 2 of 4 4 , 4 Heating and Cooling Equipment: ❑ Furnace::80 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfrn(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The fighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder. ❑ Installed on the wamtin-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. El Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without.compressing the insulation. Duct Insulation: ❑ Ducts are insulated per Table J4.4.7.1. . Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. ❑ The HVAC system provides a means for balancing air and water systems. r _ Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided'. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 1250/6 of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an ontoff heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time dock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Sparkles on The Lake Page 3 of 4 A Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5'to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Sparkles on The Lake Page 4 of.4 Nov 20 07 03: 14p p. 1 . m a Tw Rai Wo8Awo COMPONENT GLASS PANELS t taatvrae eaewa M wcbp uw +• ! � - E'crobOt#Ooue�tlToAltaM . i3# � GeiapeneraBopemtialab �e�4iWa31Muunn,M¢1 j # rod CAY ••�OWRO RN4 Pub F ' Nov 20 07 03: 14p p. 2 - Tn rai4 :..::.:::..:. :.::.:.: • :;»»:>: :>�Ia�sfdier:t-eii+lotCe�;..... ... ....... ,: ::.:. .:.......-.:.:,._:: �'•"`•::.. :� <;::_=:::>;�;::»:::>::•<� A1�Chta��dwrt�tp!�st�ln�nr,Wt.: f_�:..... :alltdt�.;chh�;;131'vitae.' aacties�i`tl�::;:::<:: >':>;:;�>:<:;�.::.:;:: :.::,. ..:.;.; :.r ``: x. dnt :: ....... .....: ><>< ::<>;Buaw a�a n�:5:;ag� .�r:: :� En�:w�a -:._::.::::.,::------:-::::......: ...:. ...:..:: ern.vaa... ��hi0►}n+ ate p u st deep:. ;Y.�i�cr►a?�:w1de ;Rust- >::::,.::::= .... ...... .............:;::..::.: 3 v : a. 1 Nov 20 07 03: 14p p. 3 y I The. Glass Wedge Property of PIW I I Corp and John Shepherd US and Foreign I patents pending I • I Glass Wedge Property Of PIW Corp Mechanical Fastening US and Foreign Patents ISystem ,*Pending 1 I 3 I 4 I I I 1 I I a 0 . � c • GME Consultants, Inc N 9824 Industrial Drive, Unit C 0 Bridgeview, Illinois 60455 O 12 Ton Ram with 400_ psi Gauge 1100 0 1000 - 900 - 800700 i c a 600 - I Y O J Boo V f Q 400 _ I .300 - - I I 200 --------------------- f _too _ ff - _ - 0 I 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 -'340 360 380 Dial Reading Calibrated: February 16, 2002 -a Nov 20 07 03: 15p p. 5 r GME Consultants,Inc PIW Corporation 9824 Industrial Drive,Unit C Glass Balustrade Wedge System Bridgeview, Illinois Ph. (708)430-1071 Specimen No, 1 - Corner Test 48 inches wide t Por Roc System Load Vs Deflection 5 65 20 II... l ' i ill lll ' Ill i � I l Il jll l 600 - 575 L i- 550 I •' i t l I I I I !fI 525 ' I Dial No.2 Soa I , 475 ' ' 7 450 ' 425 ' 400 ' 375 1 '' 350 325 Dial No. 1 r , B 275 ; l i - I- . ..T.- I I ----- - 225 i 444 200 ! I II 175 - 150 i 1251FT 100 ' i 75 i I - � �� ' I 1 50 .-� - J IT 0.000 0.250 0.500 0.750 1.000 1.250 1.500 1.750 2.000 2.250 2.500 Oeflectlon(Inches) Load — Dial No. 1 Gauge No.1 -2.0 inches below the top of glass @ center Gauge No.2- 1/4 Inch below the top of the Tempered shoe @ center Glass — Load Application Location: 1/4 inch below the. top of glass @ center , Dial No.2 Shoe — Test Apparatus Configuration CNIE CONS ULT""s.INC. _ Page 1 of 1 Hi Joe Congrats re`inspection.....I happened to be there when Pete was finishing up,and he said the place looked good,and that he was most pleased. Next time you go by the property,you'll see a sign we had put up.There's a big arrow pointing to the front step,and it says"Vaughn Home Builders got this right!"(after two months) As for Shepley: Please confirm the homeowner does not want chrome knobs inside of the bathrooms.... The homeowner certainly does. Egg shape w/Quincy plates!All others are bright brass. 4 exterior locks with dead bolts were ordered by the home owner, I count five exterior doors including the door coming into the house from the garage????did they just miss a door?is the door from garage into the house getting a dead bolt?the door from the back to the basement stair getting a standard F-51 Schlage?Let's deadbolt an 5 doors, that will give Shepley a shot at getting it right! Who served as Gerald Ford's vice president?Nelson Rockefeller Per our discussion, I will figure 4-panel solid core doors.....good kguring! Thanks Joe;we'll get together with you next week. Our best, D&H http://webmail.aol.coih/31361/aol/en-us/Suite.aspx 11/19/2007 Generated by REScheck-Web Software Compliance Certificate Project Title: Sam Yee Residence Report Date: 12/02/07 Energy Code: Massachusetts Energy Code Location: Centerville(Barnstable),Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 52% ' Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 135 Lakeside drive East Centerville,Massachusetts 02632 Compliance:56.2%Better Than Code Maximum UA:580 Your UA:254 Cathedral Kitchen/Family room:Cathedral 625 38.0 5.0 15 Wood Frame,16in.o.c.:Wood Frame,Any Spacing 970• 19.0 5.0 6 Window 1:Vinyl Frame,2 Pane w/Low-E 725 0.035 25 Glass:Glass(over 50%glazing) 127 0.035 4 Flat or Scissor Truss Main rooms front:All-Wood Joist/Rafter/Truss• 800 38.0 5.0 21 Wood Frame,16in.o.c.:Wood Frame,Any Spacing 801 13.0 5.0 40 Window 2:Vinyl Frame,2 Pane w/Low-E 135 0.035 5 Glass:Glass(over 50%glazing) 42 0.035 T remodeled garage rooms:AII-Wood Joist/Rafter/Truss'" 640 38.0 5.0 17 Wood Frame,16in.o.c.: 531 13.0 5.0 30 Glass: 26 0.035 1 Vinyl Frame,2 Pane w/Low-E:Wood Frame,Any Spacing 40 0.035 1 All-Wood Joist/Truss Over Uncond.Space:Vinyl Frame,2 Pane w/ 640 30.0 5.0. 18 Low-E y Solid Concrete or Masonry:Glass(over 50%glazing) 1032 19.0 5.0 38 Wall height:8.0' Depth below grade:7.0' Insulation depth:8.0' Wood Frame:All-Wood Joist/Rafter/Truss 665 13.0 f 5.0 24 Wall height:8.0' Depth below grade:1.0' Insulation depth:8.0' Vinyl Frame,2 Pane w/Low-E:Wood Frame,Any Spacing 125 0.035 4 Glass:Vinyl Frame,2 Pane wl Low-E 112 _ 0.035 4 Boiler 1:Other(Except Gas-Fired Steam)90 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. i f�-7 Name-Title it a S1g6 re Date Project Title: Sam Yee Residence Page 1 of 5 Data filename: Report date: 12/02/07 t "Generated by REScheck-Web Software Inspection Checklist Date: 12/02/07 Ceilings: ❑ Cathedral Kitchen/Family room:Cathedral,R-38.0 cavity+R-5.0 continuous insulation Comments: ❑ Flat or Scissor Truss Main rooms front:All-Wood Joist/Rafter/Truss,R-38.0 cavity+R-5.0 continuous insulation Comments: ❑ remodeled garage rooms:All-Wood Joist/Rafter/Truss,R-38.0 cavity+R-5.0 continuous insulation Comments: Above-Grade Walls: ❑ Wood Frame,16in.o.c.:Wood Frame,Any Spacing,R-19.0 cavity+R-5.0 continuous insulation Comments: ❑ Wood Frame,16in.o.c.:Wood Frame,Any Spacing,R-13.0 cavity+R-5.0 continuous insulation Comments: ❑ Wood Frame,16in.o.c.:R-13.0 cavity+R-5.0 continuous insulation Comments: Basement Walls: ❑ Solid Concrete or Masonry:Glass(over 50%glazing),8.0'ht/7.0'bg/8.0'insul,R-19.0 cavity+R-5.0 continuous insulation Comments: ❑ Wood Frame:All-Wood Joist/RafterlTruss,8.0'ht/1.0'bg/8.0'insul,R-13.0 cavity+R-5.0 continuous insulation Comments: Windows: ❑ Window 1:Vinyl Frame,2 Pane w/Low-E,U-factor:0.035 For windows without labeled U-factors,describe features: #Panes - Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame,2 Pane w/Low-E,U-factor.0.035 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Vinyl Frame,2 Pane w/Low-E:Wood frame,Any Spacing,U-factor:0.035 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Vinyl Frame,2 Pane w/Low-E:Wood Frame,Any Spacing,U-factor;0.035 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Glass:Glass(over 50%glazing),U-factor:0.035 Project Title: Sam Yee Residence Page 2 of 5 Data filename: Report date: 12/02/07 Comments: ❑.Glass:Glass(over 50%glazing),U-facto_r:0.035 Comments: ❑ Glass:U-factor:0.035 Comments: ❑ Glass:Vinyl Frame,2 Pane w/Low-E,U-factor:0.035 Comments: Floors: ❑ All-Wood JoistlTruss Over Uncond.Space:Vinyl Frame,2 Pane w/Low-E,R-30.0 cavity+R-5.0 continuous insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):90 AFUE or higher Make and Model Number: Air Leakage: - ❑ Joints;penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. b ❑ When installed in the building envelope,recessed lighting fixturestlmeet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.571bs/ft2 pressure difference and shall be labeled. ' Vapor Retarder. ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment are idenfified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are dearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,insubstantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts are insulated per Table J4.4.7.4r - Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavitiestspaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 118 inch.Duct tape is not permitted. ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR . 1310 and J4.4. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time dock. Project Title: Sam Yee Residence Page 3 of 5 Data filename: Report date: 12/02/07 f Heating and Cooling Piping Insulation: HVAC piping'conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Sam Yee Residence Page 4 of 5 Data filename: Report date: 12/02/07 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated.Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" _ 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 ° Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2 Runouts 1"and Less 1.25"to 2.0" .2.5"to 4" Heating Systems Low Pressurelremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 - 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5, 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Sam Yee Residence Page 5 of 5 Data filename: Report date: 12/02/07 o o T , � o rt owe t" N Jzo a of iL M jx WOOS W. :U: ac a.o.. o zzz Z.c3222 w rnw w J ? 1 in�N coINDEX Ll a F-0 m ARKLES THE LAKE I 135.LAKESIDE DRIVE EAST: CENTERVILLE MA 02632 . - A CHITECTURAL Ad-6t EXVt TINE CONDITIONS 0.02 EXISTING GON13TftQNS • AO.W EXISTING CONDITIONS AOA4 EXI T1NG 06140MONS NI U E DETECTORS R EV I E 9 0 AQ1 EX STING GOWDI-BONS A408 —EXISTING CONDITIONS • J PA:67 EXISTING CON TIONS • A0.08 EXISTING CONDITIONS •. F.N B{.t BUILDING DEPT.., DATE Al-01 StTE PLAN • A2.0:1 BASVM"TI FLOOR PLAN • FIRE DEPARTMENT DATE A2.02: Maw FLOOR'PLAN E()TH £;,�raATURES ARE REQUIRED FOR PERMITTING A2:03. ROOF PLAN • .Q3.Oi 2CP-.MNN'FLOOR. a A4.01 EXTERIOR EIEVAT10N5 s A4 02 EXTERIOR ELEVATIONS • IMPORTANT ® UPGRADE REQUIRE® :. _ /14.03. ` :EXTERIOR EI,EVATtONS STATE BUILDING CODE REQUIRES THE UPGRADING OF A5.,0,1 BUILDING SECTIONS { SMOKE DETECTORS FOR THE ENTIRE,DWELLING WHEN A .O2 BUILRING.5ECT10NS ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED, A6c01 SCHEDULE$ NOTE': A SEPARATE PERMIT IS MW RED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL A�01 INTERIOR ELEVATIONS PERMIT DOES NOT SATISFY THIS REQUIREMENT. Az;oz INTERIOR ELEVATIONS CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE I _ { L T.;THECIX�TRFt7O'ti$Hi#LEt1SVRE•T1u IL�JoT:GVRREHTDiAIS,Rw"'S,.;Srd:V TIC�ryp,AECT . - L4,.,yUALtdDElk�A(p'h10THER?RO.£C11"DR aTDt:'6OSTRBUtEAt.+01 SW ASRSEAM . . E�.4' 7cr,1fX;'?t�aFSSffGT. . - 2T}iE:S`A:iIRttL�i;SHALIV,cREFY.ISLLariM1�P,`SS116i7:;1,T1�0.�4W37:S l4YD:tbr.^i}V� . - ,tACHRECT G7HN@S�RP1,tK�S. ' - • _ . ' � ti . O p. N . r. a _ M ' O _ . ,. ili - .. � ., . �. 0 - .- . . - 1.35 LAKESl;DE DRIVE EAST, CENTE�ZVtLL� MA 02632 . _ architect. MRRYAi�N THQMPSC3ry AR�HI�FC�S - - fd fil�ide A¢enue GvitbJid®e,MA.a2;fdA - fa'sT,aaf:ataa Y.s17.4$13844 . - generaFcoritractdr JOB V�t�GHN structural engineer �IARE�t PHILBRQC3K,.FELi�Q-a~NGINE��21N 1,NamskakgERoad . Orleans.A'IA ff22653. ' � mechanical.engineer TBD' TBD r survey_Qf TBD ` TQD ' ' �. � a ' . . septic engineer TBD . - T.6D - � �� € - - , - P - �, ' s _ . k� � - .. -- 6 _ _ .. ' � �� - � - �. � .. .. �v, - - ' -. ��S - 1 - �, r - _. �. T GENERAL NOTES: niOrAPSON ARCMEMS I-DO NOT SCALE DRAWINGS.ORAWNGSTORDESIGN K Kq.LStDE AVENUE INTENT ONLY.VERIFY ALL DIMENSIONStN FIELD.. CAM sw 02140 r 611-4914946. 2 STRLLCTVREAN1XHV4 BE OMKG.EM0 P. ei7491a34q y ! PRgy ADED BY CONTPA ik7bR6SUkINMf6w } ENGINEERED AND S.TAMPE UY A RMS RED RLr i ! rvcpRPORT SCTtaRAL ENGINEER BEFORE CONSTRUCTION_ I } ! 3,ALL NEW LUMBER TO BE�Sp ! 44 4 ALL MAYEFLIALS•MF—&suj NTS,MEo*AND METHODS OF CONSTRUCTIPN TO BE VEMPEDUNDER } THE JURISDICTION OF THE'BUtLDER..Tt4SET.LSA - ! D $FGN.DEVELOPMENT SE ONt Y. W. :NEW ENTRYCA46FT PROPERTYiNe�{ 1 1 C Z t LAKESIDE DRIVE EAST } v At } - } ------ - - } } r-- } [ ------ ¢ t ----� t -- '- } - �• 1 J —NevooarAErz__—_ - ! .) , i: ——-- � I , W PROPOSED DECK . " ETSA,^.E-LWE E4y mcv ! - W t 4 'h ii �.�_ ' } SET -- TF C-£3NS7RUOTIC3N: - .. 1 SET: PROPERTY PLAN: 01 02 SITE PLAN scnLE.�-=za-�" scALe aia~=.1:-m : .. psx�wNc�rytr~. SlT�PLAN Al ! GENERAL NOTES: .)MARYAPM-7HO.PSDSI ARCRPECTS 1.DO NOT SCALE DRAWINGS-ORAVIANGS,.FOR DESIGN Ts rt€USDE AVEW,: INTENT ONLY.VERIFY ALL QIMENSIONS IN FIELD. CAMBBHDG.'E,MA02M0 T- 8174214144 2.'STRUCTURE AND HVAG To BE DESTNCa BUILD F., §04913S44 S' PROVIDED t3Y CONTRACTOR Q3tWNGO$ BE EN A A c"—'AvY^.? RC$ � STRUt TURAL ENGINEER BEFORE OONSTRUCTION. (V Ch 3-ALL NEW LUMBER TO BE.FSC ce) EMST tAAW OW CHUM N O 4.ALL-MATERIAL:S,MEASUREMENTS.MEANSAND - Q METHODS OF 'ONSTRUG O 1-0 MVERWIED UNDER —_—_�_ �^ TH (� EJUR15DICLtON OF THE ON UE1t THISSET LSA . r— --—--—— —— DESIGN DEVELOPMENT SET ONLY. { W _—— J\ _. r".7 REPLACE'7..E-W tAUNMY BATH@ %W"0sX E ® Z C) I � U I � 55��ZZ 1`?EWLiOSETFOR � � i } CLOSEET }_ ® � Q' . } E7BST.GfJLA'S'i.BEAM - LLL. . } - �E7OST7ltG ST70Cn,7f4�i CG1l @livID � CHD — _ GF1U2 ':Q£AM TT/ 'REk<7PATEDFS - - Q REOU:fiED BY.SYRUGf�.RRi k}7C$.7E�A . 1LE••r7Er9 VJALlRNP: �.. otr7sul . I (� I 0 ® r � � � . } I KEiVOP.ENA56i. REC,ROM tiE,OR2Spce01' ecOROB£Aet 'Y 1 P1060 STMR _ Q I — i vnan�av�� J: --- }1 W, iiFATER '"�1 '��{ ANaG203E7 It BE... NDitWjt�R +' - --3'. EJUST;rA}S}(yrJ. 'ETiST:Sb6r7i:T9 EGRESS FEP,IACEAF..M :.} - _ - .'�. _ - j }.. A6TVR,.ES SFc.GIr.KA HrATER } J' 4103�ET now Wmal t REL'OCAT'eOTeR'IaAC COS - - - I'I € MS1.SU TD } t 1 :50 rR4gFl BU:LT tN.CAV:iTcF - " �iT.+ EARMA - I 1 iar otYti:al Y, .. ROUY.O.-ST 41M ST-L— of-cufrr4-TYP;RutC-ckewtm { L- smrtc,er�TRYCTll$fd EtMft E I - FAecyE> BNA5B7 -J �I \ Ry1fiTfS ST'�GH*.ESS 3FEt O` i - . L Z /'•-- _ � SJF311G YSiRUCTU�il£rY.KN;�R • - ECK+=_OP BUfIBE�'6rrAt'?3'.:E LQ� �t j i7EL+lJti lLf H2O.) C SALkRQQht it I }- DE`SLGN DEI€I=iOPMENTSET; . NOT FOR, £1ff157 NJSJ�[Y: f ` PLUSH FRAA!E EIVST: - `.TU :-. 1=I REVISKNJS. 1 } 1 i Se"T t DATE.: :. ..SIJOPRTL1 .1:5VrA!W»T . RE}Le.IN'- va»hrn�rs IN EXOST_ Gl7RF7ENTISSUEa.. . DATE''.. ORAIMNG. 7LE., Q BASEMENT PLAN. BASEME,NI scALE=sta r-tr PLAN r F 1 GENERAL NOTES[ MARYANN1*09PSOil ARCHITECTS. - 1 1.DO NOT SCALE DRAWINGS DRAWINGS'FOR DESIGN 14 HKLSO,AV. ! i INTENVONLY.VERIFY ALL DIMENSI,0,NS.It4F;ELD_ CAMERi .RA dtP O I I 2,STRUGTURE.AND MVAC.TO BE DESENG BUILD{ I PROVIDED BY CONTRACTOR. DF A%ftANGS TO BE ! I � ENGINEERED AND STAMPED BY A REGtSTI=RED 1 1 STRUCTURAL ENGINEER 8EF0RE`CONSTRUCTIGN. clif - c'f). I I $•'ALL NEW.LUf 4BERTO BE, (O ! I C14 1 I urzE pF frinn5t�lcF�T 4.ALL MATERIALS.MEASUREMENTS MEANS AND Q 1 PROOF 111E METHODS,OF CONSTRUCTION TO BE VERIFIED UNDER 2E THE A)RISDIOTION OF THE BUILDER THIS SET IS A I I DESIGN DEVELOPMENT SET ONLY. W I I acem=_sOREsrFrro , ► eacrcH'aL•.cKs1ArE r0nAlapc xrs{pxr HEYILMi021x11'1 - L4Yf gF.Exsf:SfjFF71l.20'W_ - ( 1 IRs+oE �R E——a,�Era- Exssna'—EX —— W-6% V4—W IST. - 1 ..., ' ['AWYOEDt]OtiOpEtEh'ti - - - w: F--- iu — F- 0 ~ ` BENCH f^ I, i I� Q. R5 VAWDgY c;errE rTIReRew .0 eA�sET7T - 1I)d: ,..•m URER eLosET d Llf: ez�oot►Dt ' ' 'tYEx2� VlA4tJCYS!iN;. .. '. ..let _ ✓ - � .. - "d. STRIPS CW S ACK-SATE tea: • fXJfr'f,:FLOfT+"(Tk�.AiitPA_ - FLDPRI!M AT FWM RNs�araor�Arr,Ho.S� LiNEoKaoRMAAswa :' 6- es 'ti:'krgow.ri. t ate ..'. ® sEORoo>e _I 1 I � (�f/J WASTER, r0T _ "�IVI - 'NdxEZRE$9YA}SIeLYJN. .. -GEDROOtd:O2 1 EIOSrMOPENIfiC RF512E. - _�` ADP RElOCtJAE/LS.R�D. 8AT1491 "$L'eCdN.Ct1LE' f « Ur�oF 1 DoartERASOVE 1 w TT f 1 y 1 1 �RExrsuza - t P��l�-R1 ` lNued3Ek0FSTwpsTO@s .OETERIA:FED.UTAE1D _ t f1ELOCATE' EE. !! 3 s (1 P 'f.. - - u) E%lSTING7SUDER '� e. x 1' NEW .. 1 bliVELpPI�EHTSET j ! 1 I iiRE!lAce t i NOT FOR • I _ I' � j CONSTRUCTION.. I . I (. uWetaRODa rmJwoatS FCEVIStONS I 1'J.'DOR�h�C'.TOTD DATE:- I ! 1 E HeYwwruYlrts',, t 1 l SETRR � 08 E. SLAJI EN7'1. I' . _ — s , DRA1Mi�lG TITLE' i MAIN.FLOOR PLAN FIRST FLOIDR SCALE.1!4 1'-(r PLAN 4 2:02 GENERAL NOTES: MARYAHN-rxom#soN - - ARCHMTECTS 1.DO.NOT SCALE DRAW11+1GS:DRAWINGS FOR DESIGN 14 HaiSOE AVENUE WtENT ONLY.VEAJtY ALL Dlt'4ENSI"IN F14D. CAttoa ,►402140 Ti 8274914144 2.STRUCTURE,AND 14VAC TO BE DESING 13UILd f. s474 f1.3844 PROVIDED BY CONTRACTOR, DRAUWNGSTO RE ENGINEERED AND STAMPED BY A REGISTERED c' ^y YS1iCir�ia."f�� STRUCTURAL ENGINEER BEFORECONSTRUCTION.. reoot?e � N EMAY:At-O IQRT M 3.ALL NEW LQMBERTO.BE'fSC N • O o - 4..ALLMATERIALS MEASUREMENTS.MEANS AND - 6 METHODS OF CONSTRUCTION TO IW VERIFIEQ,UNDER THEJURISDIC'nON OF THE BUILDER.THIS SET ISA s W. W DESIGN DEVELOPMENT'SET ONLY. W . NOTE,ALL CRICKETS AND VALLEYS TO SE.TREATED WITH w ICE AND WATER SH ab. W 1--------------'--------------- -------------1 U ------- ----- -- - -- - ----- } yam: W . ..h' R'RbtiP 7lSijUGFiRttl 1 RDbF:.txiAJE5TIE Stt.'i , • - ca�tw,l+pcvi�h�c p srsTEttelxbR TBa L'1.1 . CARlJSiE.SOQ 11,7Y i0• . :a Y uj I t . a { 1 FUTU8E.R.y.r ANa PLACE1f'Ri W ! 1 !er ovrr m , 'NSVIGVTtERAW oovnavour - f F WWI.I,:C.GUiTE$ . wnaR. Q a r - i 1.. I. DESIGN I � dEVELdPiN)=,NYSE? " 1 N�YRooe: i'. NOT"FOR " aizY xPou7 f. 1,- J + CONSTRUCTION' 1 i. REVISIpNS `.fi SET .DATE.:. I. t [ CURRENT ISSUEc SET DATE. L--'— .-- ---- — ——— — —, DRAWlNG'T17LE ------------------ 01 ROOF PLAN ROOF PLAN _ SCALE'114 =1, _ A2.43 GENERAL NOTES: ,MARYANNTAOMPSON 1.DO NOT SCALE DRAWINGS.DRAWINGS FOR DESIGN 14 HlAS=.E,AvENuj INTENT ONLY.VERIFY ALL DIMEN510NSINFIELD, CAMBR:o�,MAMiO . - T. 61T 4914144 . 2.STRUCTURE:AND HVAC TO BE DESING BUILD. ., 617 491'M44 PROVIDED SY CONTRACTOR. DRAWIINGS TOBE ENGINEERED AND STAMPED BY REGISTERED Qua,aonecn STRUCTURAL.ENGINEER BEFORE CONSTRUCTION. N M 3.ALL NEW LUMBER TO.BE:FSC •- - - CS 4.ALL:MATERIALS:,MEASUREMENTS,.MEANSAND METHODS OF CONSTRUCTIONTO BE VERIFIED UNDER THE JURISDICTION OF THE BUILDER. THIS SET IS DESIGN DEVELOPMENT SET ONLY. J J �a� roa ixnSTEYt Bnilf w 6eoadoM or ENTR'd - .. . CL6=440 U DaSTniG GEil�i'1G.iO R'Mr.MAiN� � E— U) <C ecC--WM CiJ �EMSTWG CENA'G.TD'RE—J - - 16s W 109 6SA57fR:6�gD}1 Q, Lu 5-1 c1 cxllvt' ����jjj MOM Ck) DOWER - .p _ _ - - W I- 6 Z W • ail Y C DESIGN DEVELUPIEENT SET ` iVbT`FOR GONST RUCTION REvI8101yS:. DAB CURRENT aS$UE; - 5E7, DATE D SEi' O]:211OT DRAWING TITLE. Ul REFLECTED CE#.LIN:G PLAN REFLECTED SCALE;114 W-o _ C-ElUNG PLAN A3;01 GENERAL NOTES: MARYANNTNOMPSON ARCHITECTS 4 I-DO NOT SCALE DRAVANGS.DRAWJNGSFOR DESIGN 14 MLLrM AVEWE INTENT ONLY.VERIFY ALL.DIMENSIONS IN FIELD. CAM8rR0GZ.M402U0 T: W 4914144 F: 6A 49t 1t3i4 2."STRUCTURE AND HVAC TO BE DESING BUILD PROVIDED BY CONTRACTOR. DRAWINGS TO BE ENGINEERED AND STAMPED BY iA REGISTERED n-Esv oDplaER - STRUCTURAL ENGINEER BEFORE CONSTRUCTION. - N r EYJ goof 3,ALL NEW LUMBER TO BE FSC GV p NEW CRic � - .4.ALL�MATERIALS.MEASUREMENTS,MEANS AND TREATEOV1irNICE - - wvlooRLlm E AND WATER SkfSUI METHODS OF CONSTRUCTION TO'BE VERIFIED UNDER AT ENTRY _ _._ THEJURISDiCTION:OFTRE BUILDER_TJdIS SET IS A _.. ..-. DESIGN DEVELOPMENT SET ONLY, i w .. J ... :.._....... ..._ ...._. ,...... .. _... ... ........._ ...._ a MAIN LEVEL - w - _.. .. ._....... ... B.O.CLG. EL 7. U , - i W -- - ... ._..-- _... ...... _ -— - ... .... T.O.F-F.1.IATNLEVEL IJ.I _ - ... ..._._ . .- _. _..... _....--..._..._.. ---- .._. E4'11lcT'�'.'' �- .... -- -...__ - - - - — ... _ .. T O cow- AGE _ _ _-.......... - _ NEW1M'DD1Y EL 9723r4- _ `.. REPIACELIEW EGEESS _ B_O,CLG.�BAS`EMr _ - Y'rRO019$.RESNAND .: REtOCATE'AS'REQL pBY. -' - E)S COPE ... ... - - On n - "GLASS GUARDRAFC:IXd;GALV. FRRLLE FROY,DE .. .. - Y NEWCEDAR CLAPBOARDS .. _. - ASE4IENT V.CE TNERCD TO GRAY T.O.F.F.@ - EL 91IO M r - l�TYJ fEDAR(ARTIER BOARDS' r NFJ THFAEt1.TO Dam. - I0.1 WEST ELEVATION SCALE:i -=r-n^ Q LL1 2 Z NEYL DORMER �'� � _• - .. ROOF MWSTiCSIATE.COLOhIM I :. ROOF_tWESTiCSLATECOLONAL - f---- ------.-_ NEVI WkY15cYld 1 � I LOCAT.:"YJ'Of FUTURE UFNSOL4.4- PoLYM-COlpRIATE'iS:E'ROOF SYSTEM. SI TE iRE.ROOF STdTEst EOLORTq.'FROMECO W.W k, n L i SYSTEM.COLOR IBD:FRQttECA �\ r/ Oi7JERS NP. .. : P V:SYSTE61{BY OX:ETt1 1.I 5TAR,tJdtllRE'Wtl,2IL)/70 { '..STAR:'GARLiSLE BDO ttEi170 - - SUBlsTT �. 0. _ YI rJEvrxINDDvesFlrie� 1 1: - -- - tiiEwmwGAwRRn yLONAPIv `\. 1\! DEIGN FRA4L PRDv;oEr,,AIBAUTTAL � .: ' 1 ...� . .� 1: : .. � '� .__ ..._ �'.� = _ .. DEYEL'OPM.ENT:SET . I NOTFQR . - a CONST,RLJCTION .:'i .. .._ _ _ _ ._............. ,. .... ............_ _ .__..._. ...._ ..._ .. AIWIEVELA. --_ .----' ......... - - ............. - _ - - TO ---' GONC.GARr1GE,i . - - i r TRH �CK1•Jr .......... >: f SEY `' -� - _ - .:T.O:F:F.BASEb1ElJ7.f _BRusnED ssaTwieprRl¢. ... '• EA -RG ALUM.' .. fiEW Wl4G�GRADE' YIEYJ - .. ... rCEOaRCIAPBOARDS ,STj AL ;Si1DER EiQfTU.TiViND&NTO. SUOERSN BRUSHEUSSSTRUC7U4r1 NE\YEGRESSL4NIW,IYBl ET ISSUE .: GOlf1W.•S,'VER!f`i LOCATION - MmOC.ANY Pmas'. __ GYFATREREO7pGRAY E1US7.OPtrrB.IG REStZE ANO RELOFAlEAS:. - -- �E,t4Y.$- S12E,coN?><CTloxtianT REWd;: f�5�ZE5COYrJ�-f11pr{YATNy: Ex157.OP.£TaNG 55 N,T IS STRUSiURFi ENG'N'EF1( IEVIALUM VJMCO(JS W 1 HEN}OPEN RISER STAIR, STRUCTURAL.EIGREER RED.BY CODE. V,,OG RIYTREABS C?RAkVING;TJTLE. Y.'EATN'iRTO GREY EXTERIOR 02. SOUTH ELEVATION:. ` E�EVATtONS SCALE.,ljr=r'-.o- A.4.01` GENERAL NOTES: MARYANNTNOMPSON' AR CNITEOTS 1,DO NOT SCALE DRAWINGS.DRAWINGS FOR.DESIGN 14 ri t AI-%M AVE WE INTENT ONLY VERIFY ALL DIMENSIONS IN FIELD. CAr 13RFK.aaortaD T: 617491414A 2.STRUCTURE AND HVAC TO BE.DESING BUILD F: sv 4913S44 .FVt RUBBER ROOF ' - PROVIDEq BY.CONTRACTOR. D.RAWINGSTO'BE NESYALUA/,VN:D(YNS - - - oAn a+,araa:n.ccns'3cxx,]a[EG:3 _ ENGINEERED'AND'STAMPED BY A REGISTERED NEW CEDAR 1aAtERs:' 14EYJDORuM-R. - - STRUCTURAL.ENGINEER BEFORE CONSTRUCTION. i N - 3.ALL NEW LUMBERTO BE FSC ` N — '. O 4.ALL MATERIALS,MEASUREMENTS.MEANS AND ....................... METHODS OF CONSTRUCTION TO'BE-VERIFIED UNDER - JURISDICTION OF THE.BUILDER. THIS SET IS A . THE JURISQIC DESIGN DEVELOPMENT SET ONLY. -- ......_ .. .. _ ..__..._ s J .. ...... ........f .......... ..__ ..... ._. .. B.O.CLG.l3AW LEVEL '. •' tff :.. .. - LU 'c 1a7' • I� W ._ ._. ._ _ ... .. _.. .. ..I U _.. t _.......... ......... (( I TO.F.F.�MAIN LEVEIA ._.. __.. ._ _........ ..... ! ..._. ::.._._ .:.... .. ... ... - ._ .. .. ._.... _ _ ............ -_ T:o.CONG. gGAkAGEA - • j I t m 1 - - - : .T:O.G GBASE._ME2JT 1 I EL�S9'-6 V!'� 0 - .� € / 'EAST.VAND0W T6 RENAIM - - - 1Ld .._......._..__. _ .. ...__ _. NEINMAHOGARYIWIDRAILVB V! .t GIASSG>��i A(LON C.4tV. - (jJ. ...._.. .. _ ,_ •——.` �. FRAMM PROVIDE S:OMMAl - - T.O.F.F:BASEM.EME - 4EVt CEDAR CLAPtlDARDS NEVI A1UK.V?Ii7RrA J5 TRE% _ - J .. V THERED TO GRAY 'iIEIY Ct`fN.Rr59i FEW sTABdLEss,sTF=1 - cM STRL•aR§,MNWGNJY - iREADsrrrniR_R'TOGtiET - LU - 0l EAST ELEVATION Y SCALE:1144_f_p= Q • J W Z ! 0 N W - 1 .. NE\lDORM..R A7 FSARY aI, NhV 80D.F 71iRDUGifODT.. - •• • - - GARAGE UDUR OPENti2S-. A •� n _ a_ _ _ .BA.CLG.'thAR1 Lflrct .. DESIG -._._. .. ..._.....'. ....__ ..._. .. .... . - DEVEL MENTSET NOTFOR a: A' : i CONSTRUCTION I .:. .... ..__:... .. i - _ _ .... t1 `t. REVISIONS': ... _. .... ;:..' ( AIN lEVE1. SET .DATE T.T!F.F:M ELT ,v ... .. tdoy NDDWMERI$T:QPENRIG NE+HVJ4YgDYVSW E%iST,OPflC17G %-FAINTFA--. .,. .. CURRENT ISSUE: - SET DATE - T.O.FF.BA$ES7EF:'f;ti DD:SET 43Q1:07 : y DRAWING TITLE. EL TER14R Q2 NORTH ELEVATION EVATIQNS SCALE?T4"':=t'-,or A410 GENERAL NOTES: MARYAN,N THOMPSOM ARCHUECTS µ 1.DO NOT SCALE DRAWINGS.DRAWINGS FOR DESIGN 14 ynLswE wvE1e -,. O VERIFY DIMENSIONS-IN N MGE oz INTENT ONLY. ALlO NSIO $.IN'fif1D: cAa►sy1 T, - : 2.STRUCTURE AND WVRC TO BE DESING 6C1tLD < PROVIDED BY CONTRACTOR. DRAWINGS TO BE ENGINEERED AND STAMPED BY A REGISTERED o zws wcarua uc+pw�+T�a STRUCTURAL ENGINEER BEFORE CONSTkWTION- M - - LUMBER T F - 3.ALL LU O 8E 'SC co NEWV DFRA'JECRPORT ' tEWSV000FAVA VTAu{tYAAY 4.ALL.MATERIALS,MEASUREMENT$.MEANS AND, Q • „ v NEW%VDOOFRkUECARPCRT .. VATH,Til0.k5LUCENTA00F 7TH TRANSLUCENT ROOF . WITH TRAIMULENT R� NEW CEDAR CLAPSDAR SJURISDICTION . V EATP.EREDT0CRAr THE OF T EIBUILDE ht►S LU v, BE VERIFIED UNDER R, T SET IS'R' NEW CEDAR CLAPBOARDS DESIGN DEVELOPMENT SET ONLY.:, VF_ATHtRED 1(1GRA.Y NEW EXTERIOR STORAGE " _ . ... .._ ` t - Lei .... ' ....... .... _... j _ - _ .._ 9... ...... - _ a f « s - : - - - - - ... - - - f _ ..... i Of =r - - r r • - n - �. : LU t , a SG'ALE:114'='Y=0' 4 4n CARPORT EAST ELEVATION CARPORT WEST ELEVATION_ - U1 SCALE-1/4" ,. a. - y - - w r NWi MARINE GRADE - - - . MAHOG:.tiY PA3E i l$ : _ - 'd+ - - y ,r � M ' T a ,.R a ', 1 v _ a - ., '. _ _ `.. • .,- - ,-.. : .. - 'NEYl OOR6!L11 � � . ��- 1, _ - - i '�Y� r NEYr'ROOF TSctOXF'..HOUT� - , , `r •. 9viEG9ADE ' RiyALDGANY PANELS= t : , .,. .: ". ,.,,?•. •}.. ,.,., ., �:.. .: - - - :B.O.CLG.bi9LY 6 L _ !� YI DEWL - NEvuwINeLwraPEz�NG _._. J'� _ e •..� - -' NA'XMrdfOG4t2Y�HAF�ifAA:, �:.J'. 1 ,,. '.-� .- -- - -/ 1 E�:.. - _ ii OPNtEtdT Sir. a - - r.. —7 CONSTROCTION F. �-; :TO.FF.b3A,71 LEVEL' -.. EL 100�W -.To.CO#7C.GAIYAGE,-.r EL W-17-V,41— GLG,BASEbtEM' REVISIONS}' . NEW E F £XISTWG ww SL1DEASIN. as-STRUCTURALCOLUMNS, NEWEGRESSVAKDCWlN N Yorry EXIST-OFTENNG sr Lcx vrmN SWE,,. "CbY�ECRPY . rscG CURRENT.ISSUE: MTN r.; AS SET DATE: STRUCTURAL EtM**-ER - - RED..RYCOOE - - _ DOSE7 2/97 DRRWING'TfTLE' Li ° • EXTERIOR 41 SOUTH'ELEVATION(UNOBSTRUCTED). ELEVATIONS SCALE 1/4" A4.03 L , GENERAL NOTES-- M RcilrrEC7sARYANnI TNOMPSCM - - - A 1.DO NOT SCALE DRAWINGS.DRAWINGS FOR DESIGN TA HUSOE AVENUE INTENT ONLY_VERIFY AI,DIMENSIONS,IN FIELD. CAMBROGE,MA 02H O t: BST 4914W 2-STRUCTURE AND HVAC TO BE DES►NG BUILD F BTT 491.use PROVIDED BY CONTRACTOR. DRAWING$TO BE ENGINEERED AND STAMPED BY A REGISTERED o�ewarxA waonxAm.wcs ` STRUCTURAL ENGINEER BEFORE CONSTRUCTION. { N, { ' 3.ALL NEW LUMBER TO BE FSC N, (I � .{E4 • B.O..CLG MASNf CEVEL. Q EL Tors 4,ALL MATERIALS;MEASUREMENTS:MEANS-AND Q Z 2`WgonrR4lat ' METHODS OF CONSTRUCTION TO,BE'VERIFI•ED UNDER: ru vrxo�r a Tvv THE JURISDICTION OF THE BUILDER. THIS:SET IS.A tj F, l DESIGN DEVELOPMENT SET ONLY. w I T,O.F.F.MTLEVEL - EL 7BQ'•Q' Z .. T.O.CODjC,GARAGE EL97.2, - LLI .`` 3W TO.CLa BASEMENT - r ELS9••8 W EE i Q - TYP,� - W' wt , . - - 03 0.1 BUILDING SECTION Y SCALE:114"=1.-Q" J W O - B4O:CLG RSAlN tEVEt W ,� e W . INOOWTO,SATf4;OQid ._ .. _ EL TOTS •.} �N YJB:TYP \ I "c 'OAS F.W. :$TRtlCTLRAL tD R80GATE __ _ . .£7L571tIXi5 .. `Go4tRb`lANB BEAM AS: E;'1W_ - - 1 � T P F'F• DESIGN . ... ..: ItECtYREO CdMW1EiDRTO-. E � . T�EV L PRtENT:SET vEN�€�+NEixndt _ NOT FOR. - tA;lGftruT+�R ior.+a - - .:• EL 932'3pd- - - - TeewvtEpTs CONSTRUCTION T:iD.CLG.BASEMENt: i III - ! FiAEMAGE � STAIR PAIryrEp .. STEEI•STRW''R - .. _. :. -T BASEBOARD • CURRENTISSU�; SET DAZE. � DRAWINGT TI,E;' BUILDING 02 B;UILDING SECTION SECTIONS.. SCALE:im,=T-it A5.0 ` GENER AL NOTES: MGH gWT"0MPsoa T SCALE DwINGS.DRAWINGS FORi. GN - NTTEENT ONLY.VERIFFYY ALL DIMENSIONS INFIELD.S' F. 6174913W c i $,STRUCTURE AND HVAC TO BE DESINQ BUILD PROVIDED.BYCONTRACTOR. DRAWINGSTOBE - ENGINEERED AND STAMPED BYA REGISTER p o STRUCTURAL ENGINEER BEFORE CONST RUCTION. :. M 3.ALL NEW LUMBER TO BE FSC a N c:v ` M 4.ALL MATE ALS..M EMENTS;MEANS RI EASUR SAND Q METHODS Qr CONSTRUCTION TO'BE VERIFIED UNDER _ E' THE JURISDICTION OF THE BUILDER.ThIS SET IS A II, ul DESI6N:WEVEwpmENT SET ONLY. 111 . • , \ , e .. eA5EPA0.90� r TO.:RE MAlN'LEVEL�Y LLI ' . Z - _ GARAGE .. i � TO,CONe r• - _ _ _ �$ " W , T.O.G_G,BXSEMENT,I , r , W. Ell PON Fop, , _ - ;:.� "� �.: ,1• - � •� _ � T-O.F.F.BA45ErdEN7� � a • - - '* - L a. ol t , s, BUILDING SECTION Y . r b , SCALE:1/4•=1.-(r _, _ , , - . 3- : Oct 4 t , y _ fi 4. h F x • o J -cia,TYP : , 4 _ - x k £ s DESIGN cwe,Yve r DEVELOPMENT SET' Z - ILL -::: .•sx - TO::F.F:MAIN LEVEL,ti NOTFQR x .... :-.. .y.. tEIL CONSTR4)CT10N ; , REVtSiON$:' t sEr 1E] - . . . ,. '. •. .- f TA E:F;BASEk"T�. a CURRENT ISSUE: DATE �s�r ar:zrm. f . DRAWING TITLE-. BU.ILDCNG. 02 BUILDING SEGTION ' SECTIONS SCALE:IW I'-p,.. •i„ - - - - r A5.Q2 9 GENERAL NOTES: 6MARYAMJ THOMPSOY - ARCHITECTS t.DO NOT SCALE DRAWINGS.DRAWINGS FOR DESIGN 14 NF1SM AVEt&E INTENT ONLY-.VERIFY ALL DIMENSIONS INFIELD. CAMBROGE,MA02140 T: 617 014144 2.STRUCTURE AND WAG TO BE DEWG BUIlD F: 617 4913644 PROVIDED BY CONTRACTOR. ORAWWGS TO BE ENGINEERED AND STAMPED BY A REGISTERED STRUCTURAL ENGINEER BEFORE CONSTRUCTION. N I ALL NEW LUMBER TO 13F FSC 4-ALL MATERIALS,MEASUREMENTS,MEANS AND METHODS OF CONSTRUCTION TO BE VERIFIED UNDER THE JURISDICTION OF THE BUILDER.TF#S SET 1S.A DESIGN DEVELOPMENT SET ONLY. w J - - Q' Z ... . - SHELVES w W E F Ss iVEs 111e Q . L!1 s Q • ... -, GAS F$ERT .- 1Tiv owvERt � Y . WOOD&E1xH V,1TH' 7 - ttALLS Sl1 r-ORTS WALLS T BASES(1ARD, .— TM Y Q1 LIVING ROOM WEST Gv a.Tve.. SCALE:11T=I'-G* =y Z. 0 a. - W - J n DESIGN �' OPirFLRtSER6TlERS Y1TTH BAH.4TEp _ _ - - ?DEVELOPMEPJT;SET' STE'H.STRF.'GER.SM,-J RAL -PROVE NO'ifOR' EtdGWEER 70 - - - - EI�+GCVEERItti:IDWALLSTA S.: - GVld-3YP, GDNg7RilGslgN o: ... REVISIONS: GA$RNSERT. S.E.( DAME ' F REPLACE: WOOD BENCH WITH.. .. .(BYOWNERI NIODZN SIIPPD.RT$6V. .. :.. .. WALLS . .. TYR iYP. - . - GURRENT�$SUE DATE i DRAWING-TITLE: STAIRWELL.-WEST, INTERIOR . 02 BALL ROOM-WEST scALE1Y1"=1-a 03 ELEVATIONS SCALE.-1/2'=1'-(r A7101 • GENERAL NOTES: MARYAWwr-WSON ARCHUECTS 1.DO:NOT SCALE DRAWINGS.DRAWINGS FOR DESIGN 14 HR-SiDE AVEAWE INTENT ONLY.VERIFY ALL DIMENSIONS IN FIELD. CAMBRMGF-.MA0214D T; 617.491 4144 F. - -61749.13NA - 3.STRUCTURE AND HVAC TO BE OESING:BUILD PROVIDED BY CONTRACTOR. DRAWINQS:TO'BE ENGINEEREDAND STAMPED BY A REGISTERED o 2w n rw•ay uosa.wwr�s STRUCTURAL ENGINEER BEFORE CONSTRUCTION_ N M 3.ALL'NEW LUMBER TO BE FSC co O 4.ALL MATERIALS,MEASUREMENTS,MEANS AND [ Q METHODS OF CONSTRUCTION TO BE VERIFIED UNDER THE JURISDICTION OF THE BUILDER. THIS SET IS A DESIGN DEVELOPMENT SET ONLY. W J GWH..TYR _ - 1 I w F— I Z w U_I r1wo.TYR W. uj . - _ L TYR J ( Lij 01 BATH 01-EAST _ SCALE; O r_ W J Cql. DESIGN, :DEVELOPMENT SET NOT FOR CONSTRUCTION REVISIONS::. , SET DATE: - t CURRENT-tSSUE_ _ SET 1 .DATE. .. .. :D SET 11 Q3:21Qi DRAWING.TITLEE.' I INTERIOR' ELEVATIONS A7 CL•.PEU R00(FCEIUL_ ZONE _ llll`("`HHH•J//\111 . - STANDAR TRUNCATE CEILING-JOISTS O CLIPPED ROOF/CEILING 20NE •' D ROOF ZONE ` ® AND RAFTEi.- ON LONG TRUNCATE CEILING JOISTS ON INTERIOR ADD HIGH.ROOF TIE, VALLEY BEAM CATHEDRAL WALL RUN RAFTERS LONG TO _ t' z 8" G 16" O.0 STANDARD ROOF ZONE SISTER ROOF RAFTERS; REMOVE OLD ROOF CATHEDRAL VALLEY BEAIA ADD RICH ROOF RAFTER TIES - _ - ADD HIGH ROOF TIE 2" x 10" KD `. 16' O.C. i" x 8' 6 16" OC THESE RUN b.o._ EXIST MG CAN ROOF RAFTERS: r___________ ___ __ ___ __ ___ ____.____._-____-___----------------------- --- -------------- OUT ROOF, RUN LOIJG AND PITCH 2` x 10' KD SPF TO REAR OF DORMER - 1' O C - VALLEY BEAIA, II - -3.5' x"11.25" t 55E TIIASERSTRAND LSL OVERFRAIAE ZONE; I. RUN SIDE TO SIDE - - I ROOM HEIGHT FLAT" CEILING BELOW - f 1 SUP 4'PORT POST, 2/ 2" x KD SPF PROVIDE PAIR OF SIMPSON _ ^ATHEOrtk- .;ABLE WALL. LSTA12 STRAP TIES CONNECTING - 2" x 4' © 16" O.r RAFTS 'r,r-'= VALLEY BEAM TO POST W/ SINGLE TOP . SP -_,01 155t._.. - - - - ii EJTTOM PLATES SLOPED/ SKEWED ` l` HIGH ROOT RAFTER TIES, FACE MOUNT HANGER - - - _ 1" x B' ® 16" O.C. - I HIGH ROOF RAFTER TIES. 4'-6"LONG MAX. I I - FASTEN TO RAFTERS W/ 6 EA I - I F H 74.fi 0 1 MAXC _ 12d/16d NAILS EACH END i I ---- J 1 FASTEN TO RAFTERS W/ 6 EA 12d/16d NAILS EACH END BEARING WALL; STANDARD ROOF RAFTERS, SUPPORT PO 2" x 4' G 16' O C 2" x 10 ST; I '. KD SPF SOLO 4' z 6' fi 1 OR STR BEARING WALL. 2" x 4" 0 16"O-C - - 6 16',O.0 D-RR PROVIDE PAIR OF W/ DOUBLE TOP ANP SINGLE BOTTOM PLATE V//-DOUBLE TOP AND PROVIDE SOLID RA�fER BLOCKING _ t yZH OF eu SINGLE BOTTOM PLATE SIMPSON LCE4 POST CAPS - W/ TOP VENTILATION NOTCH 11 's`stp • PROVIDE SOLD RAFTER BLOCKING 'CONNECTING VALLEY ° 7 VARNUM sum•+t W TOP VENTILATION NOTCH - .BEAM TO POST '�I _ �'(o PHILBROOK 1111-VALLEY BEiJ.1; MECHANICAL CATHEDRAL CABLE YIALL. No 3069D _ I � 3 5' x 1 t 25" 1.55E 2" 4' © ,6" O C 11 JUIPPORIT. TIMBERSTRAND LSL W/ SINGLE TOP & SOLD 4' x 6" PO61 OR BTR RUN SIDE TO SIDE BOTTOM.! PLATES - D-RR. PROVIDE PAIR OF I II - NAL E� SIMPSON LCE4 POST CAPS CANTED ROOF RAFTERS. av""� _ _ i x 10" KD SPF- CONNECTING VALLEY � - - BEAM TO POST - G 16" O C IN-FILL ROOF RAFTERS, _. . ... ... ... --- - --------------------------------------------- WOVE 4 CORNER, RAFTER HANGERS. l - VALLEY BEAM: 3 5"x�11 25` 1.55E DOUBLE SECTION OF SIMPSON LSSU28 - ROOF BEAM. 35" x 11875' 755E —TILIBERSTRAND LSL RUN FULL LENGTH LSL & USE SIMPSON SLOPED / SKEWED TIMBERSTRAND LSL RUN FULL LENGTH LUSC48 HANGER FACE.MOUNT HANGER II - —30 FIUCA)ST Z01fj _ — — — PROPOSED ROOF n ROOF JOISTS. 1 75' FOR PERMITTING _ FRAMING PLAN x „.875 t 55E I I UWIT HEADERS; TIMBERSTRAND LSL RUH FULL LENGTH - _ - .ONLY W/ TAPERED CANTILEVER ENDS (TO 7 S') 3 5 x 7.5" 1 55E - - - FASTEN TO %VALL/BEAIA.LINES V4/ ' SCALE 1/4" = 1 -O" 11 TIMBERSTRAND W/ SIIAPSON H25 HURRICANE CLIPS INSTALL DOUBLE JACK STUDS ROOF JOISTS, 1 75'x 11.875' 1 SSE SOLID BLOCKING V! TOP VENTILAT1014 NOTCH - COLUMNS. TS 1 x 4" 4" /TeJBERSTRNJD LSL RUN FULL LEIJCTH /� f ASTI.t CRADE A 500 W - _I V!/ TAPERED CANTILEVER ENDS (TO 7-5') / FASTEN TO YIALL BEAM LIINES Y! MR! FY = 46 Y,SI / / PROVIDE t 2' x 5' x 5- TOP I — t 7S x HEADERS, SIMPSON H2 5 HURRICANE CUPS .INSTALL / - SOLID BLOCKING W TOP VENTILATION NOTCH - & BOTTOM PLATES IO ALL - - - / ' WELDED CONNECTIONS TR.! FULL LSL SOLID BLOCKING RUN FULL LENGTH - y E 5 LAVE HEAD R _ - , r - •• - - , t 75" x 7 5' t SSE EAVE HEADERS. TILISERSTRAND LSL - - 1 75" a 7-5` 1 55E - - - RUN FULL LENGTH - TIMBERSTRAND LSL r BEARING WALL: 2" > 6" O 16' O.0 - RUN FULL LENGTH - 16'OR 36% W/ DOUBLE TOP AND SINGLE BOTTOM PLATE EAVE'HEADER 6EM.I, VIB x 24 W/ - PROVIDE SOLID RAFTER BLOCKING 5/15" WEB STIFFNERS AT 3 - W/ TOP VENTILATION NOTCH BEARING POINTS 1/2" 5' x 5 TOP - BOTTOI.t PLATES W/ ALL WELDED CONNECTIONS - SAVE. DETAIL INSTALL 2" x 6" NAILING SLEEPER Y// 1/2" CARRIAGE BOLTS STAGGER SPACED 32' O.0 SAVE HEADER BEAIA: Y18 x.-24 W/. � - - SCALE .3/4" 5/16" WEB-STIFFNERS AT 3 - BEARING POINTS 1/2"x 5''-x 5`TOP - t - &BOTTOM PLATES VI/ALL WELDED CONNECTIONS INSTALL 2" x 6" NAIUIJG SLEEPER1'// 1/2" - I UNIT HEADERS; _CARRIAGE BOLTS STAGGER SPACED 32' O.C. - A - - TRABERSTRAND V/ - FRAMING PLAN END CONNECTION, DOUBLE JACK STUDS SINGLE TAB VIES CONNECTION, WELD ON SO.IPSON LUSC48 COLUMNS: TS 1/4'x 4" x 4" 3/8" x B" W/ FULL MOMENT WELDING CONCEALED FLANGE HANGER I (— ASTIA GRADE A-500 W/ 1b5 LAKESIDE DRIVE EAST GABLE HEADER BFA1.1; PROVIDE. 1/2" FY = 46 KS1.1/2" x 5'x 5'TOP CENTERVILLE, MA 02632 t'f8 x 21 W/ 5/16' WEB STIFFNERS & BOTTOM PLATES.W/ALL STANDARD 5/16"ENO PLATE AT 3 BEARING POINTS YIELDED CONNECTIONS � SAMUEL YEE CONNECTION USE 4 EA 1/2' d�a _ STANDARD 5/16" END PLATE CARRWG> BOLTS & WASHERS -T CONNECTION. USE 4 EA 1/2-d,a - 82 COLLINS ROAD THRU EAVELINE HEADER - CARRIAGE BOLTS & WASHERS - I.LVEN CORNER; THRU.EAVEWNE HEADER - WASAM, ,.tA 02468 - - DOUBLE=`'^TION OF LSL AND 1 USE SIMF., A LUSC48 HANGER EAVE HEADERS: 1.75' z 7.5- 1.55E .RAFTER BAY BLOCKING. ' _ - FELCO, INC. SCALE AS SHOWN DATE ,/26/20D7 UN FULL LENGTH L AT COLUMN POINTS & ENGINEERING — LAND SURVEYING FILE TIMBERSTRAND LSL R =_07025A2 OWE. _� IAID-SPA1J C'COLUMNS REVISIOIJS MEET No. 1 OF 5 1 JOB No 07025 O O O 3 SNI x HEA7 SD 155E - TIMBERSTRAND W/ DOUBLE JACK STUDS - -------------- ----- BEARING WALL: - - UNIT HEADERS. 2" x 4" O 16' D.C. NAIL SPLICE OR SISTER. 3 5' x 7.5' 1.55E TIMBERSTRAND v!/ \'1/ SINGLE TOP & CEILING JOISTS AS REQUIRED DOUBLE JACK STUDS I BOTTOM PLATES TO SPAN OPEN ROOM II AND/OR BEAR ON 14EW SUPPORT POST; 11 SEPARATION WALL SOLID 4- x 6- i1 OR BTR - - -D-FIR PROVIDE PAIR OF SIMPSON LCE4 POST CAPS RAISED CEILING BEAMS. - + EAVE HEADERS, COI VALLEY NECTING VALL 3 5" x 9.5" 155£ TIMBERSTRAND 1.75--x 9.5- 1 55E BEAM TO POST SUSPEND THE CEILING JOISTS - TIMBERSTRAND LSL 1� II W/ S114PSON LSTA18 STRAPS, - - RUN FULL LENGTH NAIL SPLICE OR SISTER VERIFY LOCATION FOR CAT' . 4'L GABLE.MALL. CEILING JOISTS AS REQUIRED - - - - ` NAIL SPLICE OR SISTER 1 POINT LOAD THRU WALL � I�,`s 2' x 4 O tb' 0 C TO SPAN OPEN ROOD- - - �. • CEILING JOISTS AS REQUIRED •VJ/ SINGLE TOP & AND/OR BEAR ON NEW - TO GIRT BELOW TO SPAN OPEN ROOM BOTTOM PLATES SEPARATION) WALL - :AND/OR BEAR ON NEW -- 11 - - - SEPARATION WALL `1 RAISED CEILING BEAUS, SUSPEND THE CEILING - -I SIMPSON - 3 5' x 9 5" 1 55E JOISTS W -- - SUPPORT POST; - - SOLID-4" x 6' 1 TIMDERSTRAND LSTA18 STRAPS - - BEARING WALL. - � OR BTR -- - . _- 2' x 4" O 16" 0C. D-FIR PROVIDE PAIR OF - - - - - - W/ SINGLE TOP & LIGHT CEILING BEAMS, SIMPSON LCE4 POST CAPS .. _ •, _ - BOTTOM PLATES 3 5' x 9 S" 1.55E CONNECTING VALLEY - - -, T11.18ERSTRAND BFJJd TO POST - SKEWED HANGER `LIGHT CEILING 8EA1J5. I BEARING WALL.. " - - ' SUPPORT POST; SKEWED ESSU410 SKEWED HANGER, 3 5'-x 9 5" 1 55E -2' 4' 0 16" O C TOJBERSTRAND Y! SINGLE TOP & - SOLID 4" x 4" #1 OR BTR FLUSH MOUNT; StIAPSON LSSU410' / D-FIR PROVIDE PAIR OF• FLUSH MOUNT BOTTOM PLATES - SIMPSON LCE4CONNECTING II 11 11 POST CAPS IN-FILL CEILING. MEDIUM CEILING BEAU, - - CONNECTING VALLEY 2" x 8' KID SPF -5.25- x 9.5" 2.0E - - - BEAM TO POST (ABOVE).. © 16' D.C. PARALLARI. _ - .. W/SIRtPSOJJ LUS28 HANGERS. HEAVY HANGER. - .I r SIMPSON HHUS5_50/10 - FLUSH MOUNT - - LIGHT CEILING BFA!:S; -----UNIT HEADERS, ---- ---UIJIT HEADERS, - I --_ UNR HEADERS. I - _ 3 5' x 9 5" 1.55E 3 5" x 7.5- 1.55E 3 5- x 7 5• 1 55E 3 5" x 7 5 1.55E n TILIBERSTRAND ' - TIMBERSTRAND W/ - 71MBERSTRA14D W/ - TIMBERSTRAND W/ DOU BLE JACK LE J C STU DS DOUBLE OU JACK D J C STUDS - DOUBLE JACK STUDS - - - BEARING Y/ALL SUPPORT POST; - YJ/ SINGLE TOP & -SOLID 4" x 4" �1 OR STIR COLUMNS. TS 1/4" x 4' x 4" � tt+ 1,SNOFGI4S D-FIR PROVIDE PAIR OF BOTTOM PLATES AST1.4 GRADE A-500 YJ - SIMPSON LCE4 POST CAPS. MIN. FY - 46 KSf. / - :•o�' csG�1+ CONNECTING VALLEY T VARNUM ,r 11 IN FILL CEILING: - PROVIDE 1/2" x 5' x 5' TOP -• ` , 11 BEAM TO POST o PHILBROOK H 1- & BOTTOM PLATES VI/ALL ti co 2'x 8' DK SPF _ ._ t MECHANICAL ,- UNIT HEADERS, 11 O 16' O.C. 1'// WELDED CONNECTIONS - � No 30690 3.5" x 7 5- 1.55E 11 SIMPSON LUS28 HANGERS END CONNECTION- - t v 0 - - TIMBERSTRAND W/ 11 WELD ON SIMPSON DOUBLE JACK STUDS I1 HUC410 CONCEALED _ S ONE. - II It FLANGE HANGER COLUMNS; TS 1/4- x 4" x 4• PROPOSED CEILING If - ASTI.4 GRADE A-500 W/ - MIN. FY - 46 KSI - FRAMING PLAN PROVIDE i/ x 5 2' x 5 'TOP - I I & BOTTOM PLATES VJ/ ALL _ "4 1 1 _ '-0" 11 WELDED CONNECTIONS SCALE: � A ( MID-HEIGHT HEADERS, 3 5" x 9.5' 1 55E TIMBERSTRAND LSL - - •. - - - i I FASTEN TO STEEL AND WOOD - - - _ COLUMNS W/ SIMPSON HUC410 - - CONCEALED, WELDED HANGERS r if 3U(aUGvSf 2�D 1 11 - - - - - - - - - - FOR PERMITTING ONLY COLUMNS-, TS 1/4- x'4'-x-4' - II ASTM GRADE A-500 W/ MIN. FY . 46"KSL' PROVIDE 3/8'x 5" x 5"TOP &.' I MID-HEIGHT HEADERS, UNIT HEADERS. 11 5/8'zx 6' x 9 BOTTOM-BEARING 1 _ . 3 5" x 7.5" 1 55E PLATE ON'CONCRETE FOOTER.PAD 11 3.5"x 9 5" 1.55E - r FRAMING PLAN - TIMBERSTRAND W/ WELD`ALL CONNECTIONS. EXTENDED 11 TIMBERSTRAND LSL DOUBLE JACK STUDS TOPS PLATES W/ 3/4- DIA II FASTEN TO STEEL AND WOOD _ 11 COLUMNS Y1/ SIMPSON HUC410. CONCEALED. WELDED HANGERS LOCUS, 135 LAKESIDE DRIVE EAST II 11 CENTERVILLE. MA 02632 II II 1 I PREPARED FOR SAMUEL YEE FELCO, INC. - - 82 COLLINS ROAD ENGINEERING - LAND SURVEYING v/ABAM, MA 02468 P.O.BOX 1366 ORLEANS. MA 02653 (508) 255-8141 (FAX) 255-2954 } SCALE AS SHOWN DATE 7/26/2007 y - FILE = 07025A2 DwG REVISIONS SHEET No 2 OF 5 JOB No 07025 PROVIDE A PAIR OF _ - - - e" x. 16"AIR - SPACE VENTS - FILL IN GARAGE DOOR - N - OPENING W/ 8- CIAV BLOCK AND SOLID GRDUT - - ESTABLISH LOAD PATH - AND INSTALL SOLID 4- x 5 CRIB BLOCKING TO THE FOUNDATIO14 CONTINUOUS FLOOR JOISTS, SILL PLATE BELOW. - 9 5` TJI 110 SERIES I �v .u<RIf:' LOCATION FOR POINT --- -_------ _-- LOAD HALL TO FLOOR - - PROVIDEIDE MINIMUMMINIMUMOF <` x 4"4' OR OR 3/ 2" x 4- WOOD POSTS LINSTALL 2' x 6' PT - PLATE AND PROVIDE CRIPPLE STUDS TO ALIGNED SINGLE TOP .x ' PLATE SUPPORTING FLOOR - JOISTS ABOVE - - - - - FLOOR BEAM, - - ` COLUMNS. TS 1/4- 4" x 4' ( 3 5" x 9 5- 1 55E TIAIBERSTRAND LSl i ASTM GRADE A-500 W/ - ' RUN FROM EXISTING L`JL MAIN -- SIN FY = 46 Y,SI - GIRT TO OUTSIDE WALL ALIGN L'!/ PROVIDE 3/8" x 5" x 5' TOP L• CEILING POST LOADS FROM ABOVE. -t - - I 5/8` x 6- . 9' BOTTOV BEARING .I ESTABLISH LOAD PATH - PLATE ON CONCRETE TOOTER PAD AND INSTALL SOLID G" x 6" ,.; _ { CRIB BLOCKING TO THE FOUNDATIO\ LO 7dL CONNCCTIONS EXTENDED - 1 SILL PLATE BELOW 2,- TO?PLTES 1^/ 3/4' OfA ; - - _ DECK LEDGER. 2" x 10` PT SYF _ L'7/ PAIRS OF 5' LEDGER-LOK (. _ SCREWS O 16` O C ' • 1 I ' I i \tRIFY LOCATION FOR POINT II •I LOAD THRU WALL TO FLOOR BELOW I PROVIDE t.tIHR7Ut.1 OF <` x 4' OR 3/ 2` x 4- WOOD POSTS LPL SHOFA PHIIBROOK ? - OLCI; JOISTS, 2" x 10' PT $Y II MECHANICAL N • - I I - :: 16" O C Y:/ SIMPSON ti4 No 30690 I LUS28ss HANGERS EE `I COLUMNS TS 1/4" x 4" x 4" F — - DECK POSTS. 3 5 x 5 25" P T ASTM GRADE A-500 W/ I I (SERVICE LEVEL 11) PSL POSTS - 7ONAL ENG„ MIN FY = 46 KSL PROVIDE SIMPSON PB46 BOTTOM CONNECTIONS I_ �W�,Y•F' - I I _ PROVIDE 3/8' x 5' x 5' TOP & AND SIMPSON CC46 TOP CONNECTIONS - _ - 5/8' x 6' x 9" BOTTOM BEARING PLATE ON CONCRETE FOOTER PAD All HARDWARE TO BE HOT DIP GALVANIZED _ ! ! WELD ALL CONNECTIONS _EXTENDED F 1. 1 TOP PLATES Y:/ 3/: DIA .: 10'-8"a - 1 BEAM HANGER. .• -� i SIMPSON HUS41Dss - � , •I 3 L)t`v<v�r��'1 L '1 � - DECK BEAIA 3 5" x 9.5" P T - a i{ E LEVEL 11) PIER I W FOUNDATION."BIG-FOOT.,12 tl.,_ PARAL .1 RUtJ CONTINUOUS , $OLIO-TUBE OW.'BIG-FOOT' 28` FOR PERMITTING CONCRETE BASE EMBED MINIMUM, ONLYN I I I -1T - _ 4'-0" BELOW GRADE AND WET-SE L I \ - _. 2 EA t-5 VERTICAL DOWELS, - ' II I PROPOSED BASEMENT COLU,.INS; TS 1/4'x 4".x 4 tI�( . &. DECK FRAMING PLAN ASTM GRADE A-500 1!/ i I LAIN. FY 46 KSI. S - SUB-FOOTER PAD. .i "I PROVIDE 3/8' x 5' x 5" TOP & I SCALE- 1/4" = 1 -0" - - 5 8 x 6' x 9' BOT70M BEARING / `j PLAN 12 x 3-O SQUARE I. PLATE ON�CONCRETE TOOTER PAD. t - FRAMING PLAN- CO §5 B PADS 1'!/ 3 EA �!5 BARS EA WAY I I WELD ALL CONNECTIONS. EXTENDED TOP PLATES Y!/ 3/4- DIA - I I r ff Locus- 135 LAKESIDE DRIVE EAST t•— 1 ' �_,. r —, L.� -EXTERIOR STAIRS, MAX RISE - 7 1/2`, - CENTERVILLE. MA 02632 LAIN TREAD = 9 1/2- PROVIDE r n' I I PT 4" x 12'CLOSED STAIR STRINGERS PREPARED FELCO, !1\C. PT 2" x 10" TREADS V:/ BLOCKS FOR SAMt1El YEE 82 COLLINS ROAD ENGINEERING — LAND SURVEYING L———J L———J L———J WABAM, MA 02468 I P.0 BOX 1366 ORLEANS. IJA 02653 (508) 255-8141 (FAX) 255-2954 SCALE : AS SHOWr; DATE - 7/26/2007 FILE = 0702542 D1cG REVISIONS SHEET No. 3 OF S JOB No 07025 i ROOF JOISTS, 1 75" x 11 875" 1 55E TIMBERSTRAND LSL RUN FULL LENGTH - - 17/FASTENTAPERET 0 WALL/BEAIA TILEVER t LNE9 P//5_) SIMPSON H2 5 HURRICANE CLIPS. INSTALL SOLID BLOCKING W/ TOP VENTILATION NOTCH EAVE HEADERS. - _ 1.75" x 7 5" i SSE TRABERSTRAND LSL RUN FULL LENGTH EAVE HEADER BEAM, WEI x-24 W/ 5/16" WEB STIFFNERS AT 3 - _ - BEARING POINTS 1/2" x 5" x 5" TOP & BOTTOI.1 PLATES 1P/ ALL YIELDED CONNECTIONS _ INSTALL 2" x 6" NAILING SLEEPER 1'!/ 1/2" - CARRIAGE BOLTS STAGGER SPACED 32' 0 C } SAVE DETAIL SCALE' 3/4" = 1'-0" + ROOF JOISTS, t 75' x 11 075" t SSE TIMBERSTRAND LSL RUN FULL LENGTH _ - "I/TAPERED CANTILEVER ENDS (TO 7 5")-. - - - FASTEN TO WALL/BEAM LINES W/ - - - SIMPSON H2 5 HURRICANE CLIPS 114STALL - 3 SOLID BLOCKING LP/ TOP VENTILATION NOTCH - EAVE HEADERS. - - _ • - _ ..z 1 75" x 75" 1 55E. TIMEIERSTRAND LSL HID-HEIGHT HEADERS, - - •. - - - RUN FULL LENGTH - - 3 5 x 9 5" 1 55E - - TItABERSiRAND LSL _. . FASTEN TO STEEL AND WOOD : - - FAVE HEADER BEAM. W8 x 24 W/ _ �— COLUMNS W/ SIMPSON HUC410 5/16- VIES STIFFNERS AT 3 + - CONCEALED, WELDED HA14GERS - - _ BEARING POINTS 1/2" x 5" x 5" TOP - & BOTTOM PLATES W/ ALL YIELDED CONNECTIONS 6 INSTALL 2' x 6" NAILING SLEEPER YI/ 1/2" - _ � I^ UNIT HEADERS, CARRIAGE BOLTS STAGGER SPACED 32" 0 C _I - 3.5" 7.5" 1 55E _ _ - TIMBERSTRAND VI/ - _ - IAID-HEIGHT HEADERS. t - DOUBLE JACK STUDS - 3 5" x 9 5" 1 55E - - TIMBERSTRANO LSL - COLUMNS, iS 1/4" x 4" x 4" BEARING WALL, 2" x 6" C 16" OC FASTEN TO STEEL AND WOOD T AS71.1 GRADE A-500 W/ W/ DOUBLE TOP AND SINGLE BOTTOM PLATE - COLUMNS W/ SIMPSON HUC410 � - 1,111J Ft = 46 KSt PROVIDE SOLID RAFTER BLOCKING • - - CONCEALED. WELDED HWJGERS { W/ TOP VENTILATION NOTCH PROVIDE 1/2 - ' x 5- x 5"TOP CBEI ONO) . BOTTOI.' PLATES V,/ ALL COLUMNS. TS 1/4- x 4- 4 WELDED CONNECTIONS — -- - ASTM GRADE A-500 V../ I I - - - MIN Ff _ 46 KSI PROVIDE 1/2' x 5" x 5" TOP - _ • & BOTTOM PLATES Vl/ AL. � � EXISTING FIRST FLOOR - t- WELDED CONNECTIONS., - 70 REMAIN w r SUB-FOOTER PAD -- - O(/L;SS,F 12" x Y-O" SQUARE CONCRETE PADS W/ j '� C�� 3 EA L5 BARS EACH WAY T VAR I - o PHILBROOK - .. IAECHANICAL 4 SUB-FOOTER PAD III 12" x 3•-0' SQUARE.. _1 CONCRETE PADS W/ 3 EA-15 BARS EACH PLAY` BUILDING SECTION FRAMING PLAN Its ' Locus 155 LAKESIDE DRIVE EAST .n 3 ,1 _ • FOR CENTERVILLE. MA 02632 U Ia�6,031-ZoGq PREPARED SAMUEL YEE T' — — — — — — — — — '- 82 COLLINS ROAD FOR PERMITTING WABALI. MA 02468 FELCO INC. ONLY SCALE£ AS SHOYItJ DATE 7/26/2007 ENGINEERING - LAND SURVEYING ' T'LE = 07025A2 DVIG REVISIONS SHEET No. 4 OF 5 JOB No. 07025 _ rl 1 x " :. - .. .. ,.i3 "Lt,�# . .r - :St•„w � R &"" r°a,rCt;, s r�•.a .. .>a Am :. - - ` s+a�.� ��.f'a':4'� .m W�i�'3. �_. F *�;iT'+.-' L}�`x a 1;.'•+ , _ , - - .. �� e S� +a1 Y'.�+-�'E.y4� •f j '�"4�"eljx�' «�„�' s - 'HEARING i'lALL: 2` x 4" d 16 O.C. .L ROOF RAFTERS IN-FILL .- - 1'!/ DOUBLE TOP AND SINGLE BOTTOM PLATE - - - 2 'x 8'KD SPF .; - .':PROVIDE SOLID RAFTER BLOCKING'' -. GABLE HEADER BEAM. %78 x-2/'W/ '. - m 15 O.C. - / _ r� - - ,„ _✓, ' - _ 5/16" WEB-STIFFNERS AT 3- 'r- -ROOF JOISTS: 1 75" z'Ul 875" 1 55E _ • Yt TOP VENTILATION NOTCH BEARING POINT RIPPED-TO-FITFASTEN WE 1'.' 1".x 10" ,� m.,_,. 1rTIMBERSEDACDNTILEVER ENDS.(TOL RUN FULL N 7T5" VALLEY-BEAF.!PEO O /. /2" / ) - - - - FASTEN TO GALL BEA" LINES W • D .k - BOLTS C i6' OC � - ' - / / � � 3.5' x 11 25" 1�.SSE �'�. - • - - -• - - ''^ L. xSIMRSON H2.5'.HURRICANE.CLIPS..- INSTALL. TIMBERSTRAND LSL - RAFTERS, - t- SOLID BLOCKING.W/ TOP:.VENTILATION NOTCH. RUN i'lJLL LEtJGTH 7At2-.O10 KD.S F - - _ - d 16` O C +ROOF BEAM. CANTED ROOF RAFTERS: - t. _ ..- -. -.« EAVE HEADERS; _ - • ,� - - 3:5" x.11 875" i SSE 2„x 10" KD SPF - - -1 75` x 75" 1 55E - " " _ - , - - : TRABERSTRAND LSL E TB.iBERSTRAND LC - q RUN.FULL:LENGTH - _ RUN' FULL LENGT. RAFTER.HANGERS. - - �::•.'..-. SIMPSON LSSU28 - - "Y; • _ .r - .: GHT CEILING',BEW-4S, -. .SLOPED�.SKEWED FACE _ _ - - ' RANGER MID-HEIGHT HF .e � .. -:. •.� i.5` x-9.5' 1:SSE --- ,� - - -MID-HEIGHT - I . - TIIABERSTRAND LSL - .. - _. n _..-.35` x.95". , a .,: - „.. : ,, . �. t - T�- LEY BEAIA. it 5 SHFASSES ,- ftOtlN VAL TIMBERSTR.J _ 1.55Ey ' `3.5" x 11.25 'TttABERSTRAND l5L FASTEN'TO STEEL Alto _'. +..., - _ -SUPPORT.POST.. • .FASTEN TO STEEL AND WOOD`:. - • COLUMNS W/-SIMPSON;H„• - - • - SOLD S x 4 01 OR BTR. = _ Tl 7RAND COLUMNS Y! SR.tPSON HUC410. - CABERS LSL �- - �.. 1 ,: RUN SIDE O SIDE / D-FMR PROVIDE PAIR OF - .' CONCEALED, WELDED HANGER - .' CONCEALED. WELDED HANGER - •• SIR!PSON.LCES POST CAPS _ _ . . _-. - VALLEY _ CONNECTING .: COLUMNS, TS 1/4` x 4"'x 4" - -.,• - .-. BEAM TO POST s _ - ' ASitA GRADE A-SOD W t.11N FY - 46 KSI• - � _ -. - - PROVIDE 1/2" x 5 x 5" TOP LIGM.CEILING,BEAFSS.. BOTTOu PLATES Sr ALL 3 5,. x_..9 5" t SSE; �.. i•... ". - - .. C x"-a - m -: / - - TIIABERSTRAND LSL - - WELDED CONNECTIONS XI TIN FIRST FLOOR -_ ...__-•: - t+ �.;;_ - - - t - `. - TO REMAIN y • p . -' - ' '.COLUMNS,�TS 1/4" x 4 - : t '- - ASTM.GRADE A-500.1./ x 4' MIN FY = 46 KSI. - a.. _ _ FRO PROVIDE 1/2" x 5" x 5" TOP ST CURB. >- - e BOTTOM PLATES W .AIL hSL CONCRETE-CURB / r, -. - - ° - - 1:P.li,CED2MONOLTHICALLY V.- _ WELDED.CONNECTIONS - _ THE FRONT ENTRYWAY SLAB.`' - _ VIDE 2 . • 'PRNSIDE.&AWAY FROM�FRON ON k f - .� •-" .. 1:FROM EDGE 24" •'. a n .� SUB-FOOTER PAD: / 12" x 3'-0- SOUARE .. \p CONCRETE PADS V./ - _ - 3 E7. 5 BARS EACH GAYS BUILDING :SECTION ' SCALE- 1/4" } • FRAMING PLAN 135 LAKESIDE DRIVE:EAST. 1 Locus• � - I" ` ' •• CENTERVILLE.'MA 02632 3U I�LCtCi'i �r,T 4 PREPARED SAMUEL YEE _ - FOR . - - 82 COLLINS ROAD 1.L- 1 FOR PERMITTING wABAM. MA 02468 FELCO, INC. ONLY ENGINEERING — LAND SURVEWNG scALE : AS SHOWN DATE �/26/200� FILE = 07025A2.DGG REVISIONS. SHEET No 5 OF 5 JOB No:-' 07025 L)CICk r4;1:N3 a4bJc syk, -16106 R k r r —in. 1 GENERAL NOTESt AkRYA H THOM,SON ARCHITECTS I.DO NOT SCALE DRAW. S.DMWINGS•FOR.DESIGN 14 .H1LF SIDE AVENUE INTENT ONLY,VERIFY ALL DIMENSIONS.IN FIELD.. CAMWWGGE.UA C2140 "• r 6174914144 z-STRU MIRE AND-btVAP,. .B 'QESI '. Lp P. 6174913344 I' PR(}X/IOED BY CONTRACTOR DRA4ANN,($ 0 BE j EIJGfNE£REDANDSTAMPE�BYI W0.tS1�RED' REWCARPOW �os.w±w.rorsa ao. s JCTlJRAL EIJGfNEER B FORE.CONST UPTiON. N I If I 3 ALL NEVy Lilt ABER TO.BESC a ALL IuIAMWALS MEASUjaw wTS MF*AND I. IJETHOOS OF CONSMUC..-ro1N to BE VEF8FIED UNDER � j f THE JURISDICTION OF THEPUILVER. T"SET S A n DhSI.GN DEVELOPMENP SEA'"MY. 7 W J J 4,4 LAKESIDE DRIVE EAST 2. _ s ---- = r I LU ---__ — ---- -------- j j I P5 ui ► _ i f ►: I 1 i � a 1f PROPOSED DECK Lu - } SETaM"'i.U.^.t,.+ J• r - D 1 . .4—NkZY RDOF ! ►�"�► _. Z 0 j P"'W', OTted i f ui p vFL MP e"T sip. ` .; ► �� NQ7 �.4SFISTRt1�TtOty: ► _ rY .14 � R VtS1QtJS i .f , \T Q, PROPERTY PLAN. F `- 02 �ITE PLAN:... SET GATE SCALE. e SCAI 1l8i .�-O' t .ui. PI2A1'\►1PIGTITL fir} w 0 1 . r �0 1 lc f POP t 77 GENERAL NOTES., ARRYA#fo tttoArpsoN ARCMEMS 1_DO NOT SCALE DRAWINGS.DRAVANGS.FOR DESIGN 14 .HAJStDE AVENt1E INTENT ONLY_VERIFY All DIMENSIONS IN FIELD.. CAAAERJOCRE.ltA W140 I 2 STRt�CT}JREAN9 HLf( B�RE5IR,G':BIA40 r. s"1.4Bt.i944 Pflq%bED 13Y CONTRA.CTOIJL.DMVANW f-D BE ENGINEERED AND STAMPEQQ BYA REM7FRED �w.vxnoe,a.x..as { { NnvGn�PanT 4RUCTURAL ENGINEER BEIFORE CONSTRtIGTION. j N M { { 3 At L NEW LUMBER TQ.BE ISC' { N { {. k ALL MATEEJALS.MEASLJEIENTS ME*AND a ' bjETHODS OF CON5t12L1CTlr3N TO BE VERIFIED UNDER TH15 JORISDIC TON OF �THE UILDE SETIS A ! DkSION DEVELOPMENt SET :ONLY. W NEW ENTRY.CANOPY w PROdER7Y LME---'!. f • - ! t" r' Z LAKESIDE DRIVE EAST - -- --------- ------ r: ! ----------------------- [ 1 u { ----- ! ! r cl { - - l _ --- r - r x 1 c�: I MER LLI r— -------------- ----- - -- — — -- PROPOSEOOEGK--1-t--� ) 1 i � -___ ! 1 i 7 '•\ r I , r Z .- i1£4Y RooF i ow 75 J i � f ` 1�- r I Rll.\= rls PROPERTY PLANLIRRENTIS$L1E Q� - :2 SITE PLAN SfNLE_L zaq- s 51 Ira` 1'-U` gFiJ1NG FiitE.z3:bi. SITE PLAN r O7 - t AifYu blk�f 1MItlIiYIRs+aI ' `#�} f "EFL tii �&f e t , y 0 ---- SECTION A _A i i{k�l= � y NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. LENT PIPE (O Least 24 fnehes toll) s a g{ 10 min. ffom a a,,, f t tt., tYf3=. StE1x, i:iix� ;fi}''3 qua 4 : 9 �hau Schecule a0 PVC w�Charoaal odor ��ter PROFILE ��E G ' SEA C �h�G SYSTEM r1IIII b � It 8ExieUn Foundation se to septic tank �� ��I I ^septic 4oNk cows must be D-BOx cover must be r , * " TOP OF FOUNDATION = ELEV. 100.00 (Assumed) within a in, of flnishee grade t,ithln B In. of finished grads � � �� �� �€ ti ' t � ��" � Grade over Septic tank - 99.00 Grade over D-Box - 99.00 ode Orer SAS - 99.00 NOt t0 Scale �b� ,< r { y �t $BEN �i3$1i ``i - ^I ',A Fbb v4 } 3" of 1/8' 1/,t' Washed Peaetotte p b S - 0.02 J MOLE H-20 3/4" to f f/? " washed Crushed Stotts s NEW 5.0� St Box To of SAS-Elev.=96.75 t6 U{y or Oreafer 3 Maximum Cove P " EXIST.P P 1,500 GAL -O 4 PVC (CAPPED) INSPECTION PORT TO BE I ,.: - 4 FROM EXIST. FGUVDATIGN 1 SEPTIC TANK 14- 45' + 0.01`Pya foot ¢ x# ; itg 4� j x a � {E t!? INSTALLED AND TO BE WITHIN 6` OF GRADE CONCRETE FULL FOUNDAnoN� H-10 "'lk O 5' Effective Depth II II Q1 u, -ti.•_ 3.t:,,,,� .k �g /�� x�� ,�, �{ ��4 � ���%� i� ; � j li O O O Rt e in.of 3/4'-1 1/2" j O N 4) compacted stone II. / - s I # � p II u j ,r 4 4, „ ' 24 E ective SYSTEM PROFILE 0 a', °' 4 �'f Not to Scale j II II - _�Sidewol;lt GENERAL NOTES j y ' 5 Units @ 7.33' 36.65' � j � 12 :> 1. Contractor is responsible for Digsafe notification, Verification of Utilitie c a� Effective Width 36.65' and protection of all underground utilities and pipes. NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6` BELOW GRADE a In.o'3f4•-1 1/2` W 2. The septic tank an4 distri u�lon box shall be set compacted stun. y Effective Length level on 6" of 3/4 -1 1�2 stone. cL 3. Backfill should be clean sand or gravel with no o n 4,65 stones over 3" in size. 4. This system is subject to inspection during installation PERCOLATION TEST o SOIL. ABSORPTION SYSTEM (SAS) by Carmen E. Shay - Environmental Services, Inc. W 03 ` 5. The contractor shall install this system in accordance ate of Percolation Test: FEBRUARY 14, 2007 BOTTOM OF TEST HOLE - ELEV 87.00 (OR EQUIVALENT) with Title V of the Massachusetts state code, the approved plan Est Performed By. CARMEN E. SHAY, R.S., C.S.E. Groundwater Observed - NONE OBSERVED NOTE: OVERALL HEIGHT OF INFILTRATOR IS 30" /EFFECTIVE HEIGHT IS 24" and Local Regulations. exults Witnessed By. DONALD DESMARAIS (BARNSTABLE BOH) 6. ff, during installation the contractor encounters any XCAVATOIR: Shay Env. Svcs. soil conditions or site conditions that are different " ALL OUTLET PIPES FRCM h+E ercolation Rate: Less Than 2 MPI 0 48 ds1RIBU1ION Box SHALL eE from those shown on the soil log or in our design SET LEVEL FOR At LEAST 2 FT. 1r CONCRETE COVER i ,7 1 D.G l.+RI- �• installation must halt & immediate notification be Test Hale Test Hole - 3- 5*� " '• - �` l - made to Carmen E. Shay - Environmental Services, Inc. KNOCKNo. 1 No. 2 _ t • (40 FOOT RIGHT OF WAY) �, .7. No vehicle or hernry machinery shall drive over the DEPTH SOILS ELEV. I DEPTH SOILS ELEV. ounET 'r °NUT septic system Unless noted as H-20 septic components. 0 99.00 0 99.00 Y; -` .j f __ S. Install Tuf-rite gas baffles or equals on all outlet - _ ., _ - -- tee ends. O� 9. All Distribution Lines sholl be 4 diameter Schedule 40 NSF PVC pipes. FILL 'ss• 4" - SCH. 40 T 1•�• 104----C-----------"�`----- � 10. All solid piping, tees & fittings shall be 4" diameter _ FILL PLAN SECTION CROSS-SECTION I Schedule 40 NSF PVC pipes with water tight joints. 0 2 Loam 90.00 0 12' 98.00 11. Municipal Water is Connected to ALL OF The Residence and Abutting Sandy Loamy / Sand 3 HOLE H-20 DISTRIBUTION BOX I _ - r Properties Within 150 Feet. 10 YR 3 1 /� 10 YR 3 NOT TO SCALE / __ 1 _ I O 12`- 2W Ae 97.33 12"- 20` At 97.33 - i i r - -` TEST HOLE 1 TEST HOLEJ2._�_�_ -- -�0 Z THE PROPERTY LINES ARE APPROXIMATE AND I ELEa►:�99.00 COMPILED FROM THE SURVEY PLAN BY BEARSE & KELLOGG, INC. SoncY Sandy ,' j 1 E'LIEV.m �g.00 , - ENTITLED "SUBDIVISION PLAN OF LAND IN CENTERVILLE, MA" 10 YR SA 10 YR B/e - 1� j ___ _ i _ 4� LCC PLAN # 20239-C (SHEET 4) ", DATED NOVEMBER 15, 1946 {OD i w D-Box ' ' = AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 20 - 4t3 as.00 20"_ at4` e, 95;� = 1 i ' ° ' 2 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN Mod.-Coarse Me Sand an 1 i • • , f THE SEPTIC SYSTEM INSTALLATION. Sand " NOTE: MUNICIPAL WATER LINE TO BE i I ;3:�; .',C �';.'; �`+'r,l� .' as Y t/e 2.s Y�/e I I � 48`- 144 87.00 4e- taa 87.00 RELOCATED AS SHOWN , t t5' w , g EXISTING CESSPOOLS TO BE PUMPED OUT AND REMOVED TO 10 FEET OR MORE FROM , EXISTING I NEW SEPTIC SYSTEM COMPONENTS AND SEWER LINES. i DRIVEWAY � � r�'_ � _ - i'd;:Tt::" ANY STRIPPED OUT SOIL CONTAINING LEACHATE FROM THE 'EXISTING CESSPOOLS TO BE DISPOSED I OF AS PER BOARD OF HEALTH SPECIFICATIONS. Perc 1 �� THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Depth to Perc: 48" to 66" Perc Rate: 2 MPI I ► Failed Failed 1 I ASSESSORS MAP 252, PARCEL 091 I Groundwater Not Observed � 1 Cesspool �� Cesspool tI g �� I No Observed ESHWT I 1 i N IEGEND ADJUSTED H2O Elev. = None I` ► I I �` I` NEW �j �`. i p s pCto 'Tank a• '1 �r34X1 DENOTES PROPOSED 3-24'O1AN, ACCESS MANFOLE5 `.( ; I I I _ SPOT GRADE to �" _ v`� I I 104.46 DENOTES EXISTING •�;, ,�•_,�,,;,t , w;•�;. ;.:;:; .;.;�•.' ii `\ ` i ; x SPOT GRADE '6 PROJECT BENCH MARK ,� I Failed I �. TOP OF FOUNDATION Cesspool 1 �'� PROPERTY LINE ELEV. = 100.00 (Assumed)OUT ET '`�--- THE ACCESS COVERS FOR THE SEPTIC TANK, 96P-}--- PROPOSED CONTOUR DISTRIBUTION BOX AND LEACHING COMPONENT ? ,.:�: .,,_,.,�--x -�r•,-T:--e ' SHALL BE RAISED TO WITHIN e` of --- - - -9q EXISTING CONTOUR FINISHED GRADE STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS DEEP TEST HOLE & ON ALL OUTLET TEE ENDS EXISTING g� PLAN VIEW _ S eEDRooat - 3-2e mmovrLt covens HOUSE, _--- -"-- PERCOLATION TEST LOCATION 1 '9<'.� . . 6 FOOT STOCKADE FENCE 1 T' 19S i • - ., �- ,� DECK ,g mN•dssronN ' •1J' e1lET•T' A \� ' • ro�-�2"tr,ln. L'tlet to outlet se �� - T- L.iquTdTe.el OUTLET -�- k r 4•-0• mil j 6, -' ` ..�� -_'_-- P LOT P LAN O erewe '• Uquld dspth `�"� �+ .. :, PATIO OF PROPOSED SEPTIC SYSTEM UPGRADE _ PREPARED FOR CROSS SECTION END-SECTION �C Nf�N CY YEE ___SOT 132 ___-- _ 18,37'ti Square Feet t%�� ` TYPICAL (H-10 LOADING) 1500 GALLON SEPTIC TANK � -_, ,,a$ = AT NOT TO SALE a �`�__ 155 LAKESIDE DRIVE (EAST) - 8¢ CENTERVILL'E, MA Design Calculations -- - umber of Bedrooms: 5 Equivalent to 550 Goi./Day (330 Gal./Day Min. per Title V) ___8 ESN OF�A PREPARED BY: orbage Grinder. No -� ------ "$� A M N r/� f�/� / �j �/ uA �T caching Capacity Proposed: 550 Gal./Day Minimum (Min. Per Title V) - !_ �� C�1'1 R i1 L l r L • A�HA l eptic Tank - 2 x 550 Gal./Doy -,1100 USE NEW 1500 GAL Septic Tank. --_ _ -� \ o ENVIRONMENTAL SERVICES, INC. IIL ABSORPTION AREA: Using percolation rate of <2 min./inch - -�.1 \ 1 Bottom Area: 0.74 gal/sq. ft. x 528 sq. ft, = 390.72 gallons �- ,. ---`, �� �� \� F�GE 0 4,� �o P.O. BOX 627 Sidewall Area: 0.74 gal./sq, ft. x 224 sq. ft. = 165.76 gallons 0 20 40 50 11 ,�ti T r \ �` �\ �rsT��`a EAST FALMOUTH, MA 02536 Providing: = 556.48 gallons �J/ (.J ANITAR�P �\ TEL/FAX 508-539-7966 _ se: (5) 3050 H-20 INFILTRATOR CHAMBERS, HAVING A 2' EFFECTIVE DEPTH, �`� � " ,SCALE: 1 =20 _ nI?AWA1_tw._nr-� _-- -- (4' W x 7' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND " -- -__4'_OF_YIASHED STONE ON THE ENDS. SCALE: 1 =20 ��.� iFIEL D WELD 1U1EfIE_1 '1T a Weld plate -- -- _ — r Jam._ Weld plate 3/8x4x0'5-1/2 _ — 3/8x4x0'5-1/2 2-13/16 holes - - - _ 2-13/16 holes Welded cap �,, 2-13/l6 a325 CONNECTION BOLTS L"=� ' 7. — - J 2-13/16 a325 CONNECTION BOL S 4-13/1xl s-ott d Welded cap z;` #� } t slatted holes 1/2x4x1'-0' Veld cap 4-13/16x1 Welded cap slotted holes 2i3iiex h 1/2x4xl'-0' slotted ates 4-13/16xl slotted holes 61 Veld cap ..._.... .-......__. . __....-..._- -_.__-.__.... _-.__.-.... -...._..._.._. ..___..-... .. __ 1/2xexa'4' Top of Header 17'8-1/4" 2-13/i6x1 L�''I�1'—=�3 _ - - X.- t 'r - _ g, 1 2 .. _......_... _. 21 Bottom of Header F'10 3%•+` 1 Pc 5-t/4x9-i!2" Versatam „J t Pc 5 1/4. 9 1%2" versatam I C I 1 Pc 5 1/4 'a 1/'" Ve slam 1 Pc 5 1/4x4 t/ ersn am 1 Pc 5-1/4x9-1/2' versalam a M171- O O (y) �,D Cl1 N I �-r E P.) Q U 0-1 d Co P-q Pq (1) i 4 N 0 QJ N U 1 4 4rtie tube cc (L N 10 _8L15 2 -3 o 12 -3 2 N 4 Q' > e- - To 1st floor joist i2x10) 8'5-5/8 ___. __ _ _ __._.___ 1 CU LL P ........... .. (� - '; Pcs S-1/4x ..}a4 v:c salrzr o'- I Pcs 5-1/4x9-1/4 versalart M. Q t' ch ------------- °' _...._ ._._._.._... :..._.., s 5 1/4x9 1!4 ver atam I I Pc - __._ _ F I 7 8-3/� _...... _._ __._ _ .._..._. . I ° 1 Pcs 5-1/4x9 1/4 versalam I 4 versalnm lst floo^ of C�x17J of 1 Pcs 5 1/4x9 1/ a- Bottom 0 Veld Knife ptate 3' }} if 2 13/16 holes Weld Knife plate L/4x7x0'4 1/2 1/4x7x0'4-1/2' It 1�r-�-I Q 2-13/16 holes O For 3/4- bolts �I- for 3/4' bolts } ~ Weld 5x3x5/L6 angle 0'4' Weld 5x3x5/16 angle 0'4' 2-7/16 holes 2-7/16 hates Field weld Field weld T 0 F 1J,7' -- J— 4- L L 4.1�. �. .• Dose e=r o au se �ti 4x:-I c: O'll7' 3:'4xt2 t'-Il' e �• J-13'le; hot er_, i hr�ir�s - e a a•e 1,4se Bose \\ /\ � / � � O � --i tG hnt_s �-1.3 tr V t s H u. P ❑ -- _ - ^i <il J,%4xl G L'a 3/4x1 xi' I y 4 1;115 I^cles F El Ur �.i'Ul .tF't'l I �i�i`Q' r.._I'�f '., i \ J ':"1BE" f,lo tCh pl 5 r QPi i'��r f'1 r;C:� '10 -tYC Ynl.11 iri-i A ' L! Ilil J.Ti I'l�• ` .c, IS -TV \)0Q,11Py htL 1"Lit5i OV+ PLEASE VERIFY ALL CONNECTIONS, '" ae 11"Ir �r lL', IiaFi(>> G',ll t ill�l 1 r r tluni AS�I F,ll tll�n ��::rit 1• Yee Residence ��-� � 5 Ail ,rlcl hlac�> _tr.=, 135 Lakeside Drive Ease C e n t e r v iU e P C3 Q(O EXCEKIONIAM 1--3 MAKE CORRECTIONS NOTED ❑REJECTED D REVISE AND RESUBMIT Checking is only for gene►al ccntormnnce with ft design concept of th,pruia: ;, pr,ti general compli- ance with the inforrnabon given in the contract documents. Any ac ion s€s}rwn is su!,OrA to the requirements of the }farts and specifications. Contractor is rssponsiz,: for: dimo worl's Which shall be confirm,4wil and cerrE lalo d at the job site; fabrication p roc esses-�o,id tenth;9IgU6s of 00nstruC- tion;coordinati°.rt t-f ,,)ai loitrl that ct all otter trades; and the sal't;Mt:. ory periwinance of 4'tis work. GEORGE HCiROWITZ ASSOC. S21 nUi ,IJRAE,ENGINEERING Data �/ 1G• 1�i. _J� ,:: AJ in n 1 m _66 11'-7° c 1 1 4 i v7 i 11'-7" Top of Header 17' -1/4' r - - - / V r 1 Pc 5-1/4x9-1/2 Versalaw i i°; 1 Pc 5-1/4x9-1i2" Versalan i, Bottom of He0.de1^ 16'10-3/4" °I 1 Pc 5 V4x9 i/2 Versalarl ( 1 Pc 5 1/4x9 1 2 e salad • 1 Pc 5-1t4x9-t/2" Versataro i i Crl �t �ro7 us �0 J 1 .0 CU 11'-7" 11,_7" N nj 8'-6°— 8'-5"— -- 1 9'-42 `� d ro + u a N _rD O 1 CL � ;:4.1. alp-C�3, bx4 xi/4 C,eb (iv.; a;4x.i:4 t,abeC-.7 4x4x1�2 iu<e C ) N N I y a 9'-2` O Ul 4' I.. ., Top 1st f oor joist (i xio,� 8'5--5/81 -- —--- - -- --� O _ _ I _ ^ r r: 0 1 Pcs 5-1/4x9-1/4 versala7 ;,' 1 Pcs 5-1/4x9-1i4 versa(am 1 Pcs 5-1/4x9-1/4 versalarl 1 Pcs 5 1/4x9 1/4 versalari 1 Pcs 5 1/4x9 1/4 'vel sa a ;°-I Bottom 1st f oor olst (2x10) 7 e-3/8 _-.. - 1.. —'-- -------- — a 0 1— --- r1rA r 4a7 r lm r rym 42 TOF 010, T❑FF 0'0" -- — 12 t t2! 28�—� 1 „ '2 ❑ S7e• 3a>eEl 22- 2-.3/16 holes 3/44z7-1i2`xU'iU` bn se 3-L3.'1ti, holes 3;4r.i2 :-V" a• �� L"u_1 — 2 -- hotr.5 r +Ij.l_—lj�.I-- L '_ ❑Notch pl 5'x5" gip.' 4, 11a e A(] Pr,-F Base ,4x12xl'-ii„ 3 lxlc' le'x0 �� - 3,4xi2x.1.'-0' 4-i3.'i6 holes z L.� lE Poles 7..16 holes 4-13'16 hole= a Pk,t-h pl 5'x5 notch pl �1sup C t�t�rrI� � Pg 2 XCEPTION TAKEN ❑MAKEOOROTER OTIONS p REJECTED ❑REVISE AND RESUBMIT Checking is only for general conformance with the design concept of the proiect and general compli, ance with the information givon in the contract documents. Any action shown is subject to the requirements of the plar s and specifications: Contractor is resports€R'n'ie far: dirrir g=sions which shall be confirmed ano,C(,--, Mlated at the job site; fabrication processes ar_t .tiY r:,:icx!+aFs of construc- tion;coordination of his work writh i"=at of all other trades; and the satlsfactory perfoinnance of his work. GEORGF HOROINITZ ASSOC- S RwtWEERING ` r .. „- � �: w ,. K . 3'.. :.-. -.• ,. ,. . -;.: _ a i , x , 10-0 t c� . . '. CUPPED ROOF GELLING...ZONE TRUNCATE CEILING CUPPED ROOF/CEILfNG...ZONE STANDARD ROOF ZONE . A AND RAFTERS ON LONG D _ TRUNCATE CEILING 1N : 12�7 f 9 4 _ L 'JOISTS ON INTERIOR ADD .HIGH ROOF TIE; VALLEY BEAM CATHEDRAL,WALL RUN RAFTERS':LONG TO 1" x $", 0 16 O.C. CATL EDRAL VALLEY BE�IM.' ADD HIGH - SISTER Ft00F RAFTERS; REMOVE OUJ ROOF 00 RAFTER TIES ...,_. STANDARD ROOF ZONE " .., O , R F E E 2 x 10",KD SPF 0 16 O.C..ADD :HIGH -ROOF TIE; , _��___- ._ _ ,� __ _ _ -- �__- -----------------=------------- =------- - --- �. 1 x �8 � i 6 � O.C, THESE RUNBESIDE EXISTING CANTED ROOF �RAFTERS; r -- ROOF UN LONG'AND PIT " R 2 �x 1O KD SPF T TO REAR OF DORMER .-. OUT ` � 16",O.C. .. 33-10 t .'. z� f•>,;. VALLEY BEAM. 3.5 x 11.25.; 1.55E �. TIMBERSTRAND LSL OVERFRAME ZONE; RUN SIDE TO SIDE ROOM 'HEIGHT FLAT + ,. CEILING BELOW .H i 0 r . 22'-10 SUPPORT POST; 2/ 2" x 4" KD SPF;, 114 --�- ;PROVIDE PAIR`OF SIMPSON H ROOF RAFTER TIES HIGH R E. LSTA12 STRAP.'TIES' CONNECTING" " ;. " CATHEDRAL GABLE WALL; _ 1 -x 8 , 0 16 O.C. 2" x 4" ® 16" O.C.- RAFTER HANGERS• ' VALLEY BEAM TO.POST 4'_6, LONG MAX. " W/ SINGLE TOP & SIMPSON LSSU28 � ` / � HIGH ROOF RAFTER TIES: ° FASTEN TO RAFTERS W/ 6 EA BOTTOM PLATES SLOPED SKEWED / 1" x8„ 015 O.C. 12d/16d NAILS EACH END FACE MOUNT HANGER 4'--6 LONG MAX, FASTEN TO RAFTERS W 6 EA 12d/16d NAILS EACH END' r 00 -. .H STANDARD ROOF RAFTERS; SU?PORT POST; -, BEARING WALL; 2" x 10" KD SPF SOLID 4 � BEARING WALL; 2" x 4" CAD 16" O.C. 2 x 4 ® 16" O.C. I x 6 #1 OR BTR W/ DOUBLE TOP AND SINGLE BOTTOM PLATE ® 16 O.C. . D-FIR. PROVIDE PAIR OF 1 r W/ DOUBLE TOP AND FPROVIDE SOLID RAFTER BLOCKING SINGLE BOTTOM PLATE SIMPSON! LCE4 POST CAPS W/ TOP VENTILATION NOTCH PROVIDE SOLID RAFTER BLOCKING CONNECTING VALLEY W TOP VENTILATION NOTCH BEAM TO POST VALLEY BEAM; I CATHEDRAL GABLE WALL; -� 3.5" x 11.25" 1.55E 2" x 4" ® 16" O.C. N TIMBERSTRAND LSL W/ SINGLE TOP & SUPPORT POST; RUN SIDE TO SIDE BOTTOM :PLATES SOLID 4" x 6" #1 OR BTR D-FIR. PROVIDE PAIR OF SIMPSON LCE4 POST CAPS CANTED ROOF RAFTERS; CONNECTING VALLEY 2" x 10" KD SPF BEAM TO POST ® -16" O.C. -- -__ --1N-FILL ROOF RAFTERS• 2" x 8" KD SPF .x --- -- --- -- -- _- -- ---I-- ----------------------------------------- WOVEN CORNER; RAFTER HANGERS; ca VALLEY BEAM; 3.5" x 11.25" 1.55E DOUBLE SECTION OF SIMPSON LSSU28 i ROOF BEAM; 3.5 x 11.875" 1.55E TIMBERSTRAND LSL RUN FULL LENGTH LSL & USE SIMPSON SLOPED / SKEWED TIMBERSTRAND LSL RUN FULL LENGTH LUSC48 HANGER FACE MOUNT HANGER ROOF JOISTS; t.75" x 11.87;5" 1.55E > 0 TIMBERSTRAND LSL RUN FULL LENGTH II W/ TAPERED CANTILEVER ENDS (TO 7.5") FASTEN TO WALL/BEAM LINES W/ SIMPSON H2.5 HURRICANE CLIPS. INSTALL II SOLID BLOCKING W/ TOP VENTILATION NOTCH II UNIT HEADERS; EAVE HEADERS; 3.5" x 7.5" 1.55E 1,75" x 7.5" 1.55E TIMBERSTRAND W/ TIMBERSTRAND LSL DOUBLE JACK STUDS ROOF JOISTS; 1.75" x 1 1.875" 1.55E x 4 x 4 ® COLUMNS; TS 1 4" " " SOLID BLOCKING i RUN FULL LENGTH TIMBERSTRAND LSL RUN FULL LENGTH / W/ TAPERED CANTILEVER ENDS (TO 7.5") ASTM GRADE A-500 W/ i II FASTEN TO WALL/BEAM LINES W/ MIN. FY = 46 KSI. SIMPSON H2.5 HURRICANE CLIPS. INSTALL PROVIDE 1/2" x 5" x 5" TOP �y & BOTTOM PLATES W ALL SOLID BLOCKING W/ TOP VENTILATION INOTCH / WELDED CONNECTIONS 16" OR 36"f EAVE HEADERS, EAVE HEADER BEAM; W8 x 24 W/ 5/16" WEB STIFFNERSAT 3 1.75" x 7.5" 1.55E 25'-8"t EAVE HEADERS; " 1.75" x 7.5" 1.55E BEARING POINTS 1/2" x 5' x 5 TOP EAVE DETAIL TIMBERSTRAND LSL TIMBERSTRAND LSL & BOTTOM PLATES W/ ALL WELDED CONNECTIONS. �0°, RUN FULL LENGTH INSTALL 2 x 6" NAILING SLEEPER W 1/2" - BEARING WALL; 2" x 6" ® 16" O.C. RUN FULL LENGTH CARRIAGE BOLTS STAGGER SPACED 32" O.C.W/ DOUBLE TOP AND SINGLE BOTTOM PLATE SCALE: 3/4" = 1'-0" V-5" OVERHANG PROVIDE SOD RAFTER BLOCKING 3'-0" OVERHANG W/ TOP VENTILATION NOTCH PROPOSED ROOF � - fqr� EAVE HEADER BEAM; W8 x 24 W/ � N 5/16" WEB STIFFNERS AT 3 FRAMING PLAN BEARING POINTS 1/2" x 5" x 5" TOP & BOTTOM PLATES W/ ALL WELDED CONNECTIONS. INSTALL 2" x 6" NAILING SLEEPER W/ 1/2" SCALE: 1/4 = 1 -0 I I UNIT HEADERS; CARRIAGE BOLTS STAGGER SPACED 32" O.C. • - 3.5" x 7.5" ,.55E `f FRAMING PLAN I I TIMBERSTRAND W/ { i J t DOUBLE JACK STUDS r END CONNECTION; ill SINGLE TAB WEB CONNECTION; s WELD ON SIMPSON LUSC48 COLUMNS; TS 1/4" x 4" x 4" 3/8" x 8" W/ FULL MOMENT WELDING 135 LAKESIDE DRIVE EAST CONCEALED FLANGE HANGER Ii ASTM GRADE A-500 W/ GABLE HEADER BEAM; - MIN. FY = 46 KSL - - - - - - CENTERVILLE, MA 02632 PROVIDE 1/2" x 5" x 5" TOPSTANDAR FOR CONNECTION. 5/16- E 4 END EA. PLATE I I WS x AT 3/ 5/16- WEB 13EAARING POINTS & BOTTOM DED CONNECTIONS ALL r O R PERMITTING SAMUEL YEE CARRIAGE BOLTS & WASHERS STANDARD 5/16" END PLATE THRU EAVELINE HEADER CONNECTION. USE 4 EA. 1/2" dio. ONLY CARRIAGE BOLTS & WASHERS 82 COLLINS ROAD WOVEN CORNER; THRU EAVELINE HEADER WABAM, MA 02468 DOUBLE SECTION OF LSL AND FELCO INC. USE SIMPSON LUSC48 HANGER EAVE HEADERS; 1.75" x 7.5" 1.55E } RAFTER BAY BLOCKING: 12 3 2007 2 -0" L_ DI 34S NS SCALE AS SHOWN DATE 7/26/2007 FF OVERHANG TIMBERSTRAND LSL RUN FULL LENGTH AT COLUMN POINTS & ENGINEERING - LAND SURVEYING FILE = 07025A2.DWG MID-SPAN OF COLUMNS REVISIONS SHEET No. 1 OF 5 JOB No. 07025 ;, t' , } : , 33'-10"t O12'-7"� © 10'-0"t O 9'-4" B 12'-5" UNIT HEADERS; ^ 3.5" x 7.5 155E TIMBERSTRAND W/ DOUBLE JACK STUDS N UNIT HEADERS; 2" BEARING WALL; 3 5 x 7,5" 1,55E x 4" 0 16' O.C. NAIL SPLICE OR SISTER TIMBERSTRAND W/ WBOTTOML PLATESTOP & AS OGSPAINTOPEN ROOMRED DOUBLE JACK STUDS I� AND/OR BEAR ON NEW SUPPORT POST; SEPARATION WALL N" SOLID 4 x 6";#1 OR BTR D-FIR. PROVIDE PAIR OF RAISED CEILING BEAMS; SIMPSON LCE4 POST CAPS EAVE HEADERS; CONNECTING VALLEY 3.5" x 9.5" 1.55E TIMBERSTRAND 1.75" x`9.5" 1.55E BEAM TO POST SUSPEND THE CEILING JOISTS NAIL SPLICE OR SISTER TIMBERSTRAND LSL it Il W/ SIMPSON LSTA18 STRAPS CEILING JOISTS AS REQUIRED RUN FULL LENGTH ` TO SPAN OPEN ROOM NAIL SPLICE OR SISTER VERIFY LOCATION FOR AND/OR BEAR ON NEW CATHEDRAL GABLE WALL; CEILING JOISTS AS REQUIRED POINT LOAD THRU WALL SEPARATION WALL 2" x 4" 0 16" O.C. TO SPAN-OPEN ROOM TO GIRT BELOW W/ SINGLE TOP & AND/OR BEAR ON NEW BOTTOM PLATES SEPARATION WALL loo RAISED CEILING BEAMS; SUSPEND THE CEILING co , SUPPORT POST; `� % 15" x 9.5" 1.55E JOISTS W/ SIMPSON c� SOLID 4" x 6" #1 OR BTR TIMBERSTRAND LSTA18 STRAPS N �� , BEARING WALL; 2" x 4" ® 16" O.C. D-FIR. PROVIDE PAIR OF ` SIMPSON LCE4 POST CAPS W/ SINGLE TOP & LIGHT CEILING BEAMS; CONNECTING VALLEY BOTTOM PLATES 3.5" x 9.5" 1.55E BEAM TO POST „ TIMBERSTRAND +� LIGHTS CEILING BEAMS; BEARING WALL; SKEWED NGE3.5 x 9.5 1.55E 2" x 4" ® 16" O.C. SUPPORT POST; SIMPSON LSSU416 � SKEWED HANGER; TIMBERSTRAND W/ SINGLE TOP & SOLID PROVIDE OR PAIR PA R B FLUSH MOUNT SIMPSON MOUNTI O BOTTOM PLATES SIMPSON` LCE4 POST CAPS FLUSH IN-FILL CEILING-I MEDIUM CEILING BEAM; CONNECTING VALLEY 2" x 8" KD SPF 5.25 x 9.5 2.OE BEAM TO POST (ABOVE) ® 16" O.C. PARALLAM W/ SIMPSON HEAVY_HANGER; - LUS28 HANGERS SIMPSON HHU55.50/10 r - FLUSH MOUNT -- ---------------- ------------ LIGHT CEILING BEAMS, UNIT HEADERS: UNIT HEADERS: UNIT HEADERS; 3.5"_x 9.5" 1.55E 3.5" x 7.5" 1;55E . 3.5" x. 7.5" 1.55E - 3.5"-x 7.5" `'1,55E TIMBERSTRAND W/ TIMBERSTRAND W TIMBERSTRAND W/ c TIMBERSTRAND / DOUBLE JACK STUDS DOUBLE JACK STUDS DOUBLE JACK STUDS BEARING WALL; SUPPORT POST; COLUMNS; TS 1/4" x 4" x 4 2" x 4" 0 16" O.C. SOLID 4 x 4 1 OR BTR W/ SINGLE TOP & ASTM GRADE:A-500 W/ BOTTOM PLATES D-FIR: PROVIDE PAIR OF MIN. FY = 46 KSI. SIMPSON LCE4 POST CAPS PROVIDE 1/2" x 5" x 5" TOP v II CONNECTING VALLEY & BOTTOM PLATES W/ ALL ;^ II IN-FILL CEILING BEAM TO POST WELDED CONNECTIONS I1 2 x 8" DK SPF 16" O.C. W/ I1 SIMPSON LUS28 HANGERS END CONNECTION; 32' WELD 'ON SIMPSON , (< " HUC410 CONCEALED UNIT HEADERS; FLANGE HANGER 11 3.5 x 7.5" 1.55E Il TIMBERSTRAND Wj 1! DOUBLE JACK .STUDS L1 PROPOSED CEILING �-, n�. a /,ffi FRAMING PLAN I , .:'. ee-.. » - - 'E, SCALE:,,'° 4 1 -0 a At 1/ , co 00 MID-HE] GHT HEADERS. COLUMNS: S 1/4"-x 4 x 4 -`.3.5" x 9.5" Ii:55E 1 COLUM T �I =:"TIMBERSTRAND LSL ASTM GRADE A-5010 1N .w..,, • ,. , . _, " .FASTEN TO STEEL AND WOOD .. ., MIN. FY 46 KSI. COLUMNS W .,SIMPSON NUC410 PROVIDE..1 2 x 5 x 5 ,TOP /. CONCEALED WELDED HANGERS 1. & BOTTOM PLATES W/ ALL , � FOR .` , R WELDED CONNECTIONS !I ONLY II MID-HEIGHT HEADERS " " - " 3.5 x 9.5 55 COLUMNS; 1 :4 : x:4 1 E U � IS 4 x . TIMBERSTRAND .LSL , . ASTM GRADE A:500 W I! - .. . _: .� LAN ., FRAMING P "F ASTEN 0 STEEL, AN N00 ,.. .".,., :� SENT .SEE. . . D D MIN. FY; �46.KSI. _. ; , UNIT HEADERS: _ PROVIDEm , H , 0 U NS '"W SIMPSON '' U 41 - yR, ' " C L M s H C 0 8 ` ', ,, , 3.5" 3 x, 5 x >5 TOP. & ;. a _ L 7.5 1 55E x >. . rn CONCEALED, WELDED 'HANGERS ' 5 8 x 6_ x 9 _.BOTTOM B RING. ... MB' TR N W TI ERS A D I1, • PLATE: �CONCRETE i= : iDE DRIVE ';EAST .. LA E ON C C ETE OOTER PAD, , Ocus. 135 LAKESEA .: ,a-.�, , DOUBLE .JACK STUDS ' ," M x . WELD ALL.-CONNECTIONS. ENDED a ,: . a ,. EXT , .: , N V L MA d26 I I , ; CE TER IL E 2 ,. ... .TOP :PLATES W 3 4 DIA.,. .. ,, �. 1 ,. . „ PREP w P E ED SAMUEL E Lu O YE r .. 82 COLLINS ROAD , INC. _ _ WABAM MA 02468 _,. 12 10f t2,.10f ,, , . . , . ENGINEERING _ .AND :SU .:, . : ., 0.BOX 13 6 " 6 .0 EAN 5 A RL M 02653 _ ,. 12 3 2007 C LE AS SHOWN 7 262007 _ DIMENSIONS " ,:._„ . ,,. $ 255 1 FAX _ 255 29 4 _.� n `: � FILE 07025A2:DWGNO.' _ , ,, _, _ .'' _ � ` HEFT:No. 2 OF JOB �.,".. - REVISIONS.... S 5 . . rig , n h 7,- tt , -. 1. :-. 1, ..i. .,,<.. _ ,1,.:: w .. ,.... .... ,X ,,. ,. Y w -., t t•. .. ... ,s :,: ,AK." "3..i,:` , _ ... . , „ ,. .... ,.,. _ ..,,, .. x. .. � - f <.�. .a. .�.,.-,✓fi„_ws.a*9[,.. .,.JL. ., ...:^L,.-.a.. -. - v._,. .,.....,. ,_,. e.-,_. _ -nu»,_ 33'-1 0"± 31*-1 1"± PROVIDE A PAIR OF 8" x 16" AIR 'v SPACE VENTS 1771 ESTABLISH LOAD PATH FILL IN GARAGE DOOR AND .INSTALL SOLID 4" x 6" CRIB BLOCKING TO THE FOUNDATION OPENING W/ 8" CMU :BLOCK AND SOLID 'GROUT SILL PLATE BELOW V RIFY 2" x 10" FLOOR JOISTS E CONTINUOUS FLOOR JOISTS; 0 16". O.C. BROKEN' ON EXISTING MAIN GIRT 9,5" TJI 110 SERIES , a 16" O.C., PROMDE MINIMUM 'OF 4* x 4" OR 3/ 2" x 4" WOOD POSTS INSIALL 2" x 6" PT PLATE AND PROVIDE CRIPPLE VERIFY LOCATION FOR POINT STUDS TO ALIGNED SINGLE TOP LOAD THRU WALL'TO FLOOR BELOW. 00 SINGLE 2" x 10" KD' SPF PLATE SUPPORTING FLOOR PROVIDE. MINIMUM OF 4" x 4" OR STAIRWELL,HEADER ON EXISTING 3/ 2" x 4" WOOD POSTS JOISTS ABOVE -H JOIST TAILS RUN IN ,CANTILEVER�' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 10 FROM,IEXISTINC MAIN GIRT NEW, LON EXISTING MAIN FLOOR LVL BEAM; G 2' x 10" LAST .-EXPOSE AND VERIFY SPANS COMMON FLOOR JOIST & CAPACITY ---------- ESTABLISH LOAD PATH AND INSTALL SOLID 47 x '6 CRIB BLO I CKING TO THlEeF6UNoA"nON DOUBLE 2" x 1 0"' KD SPF FLOOR BEAM;— SILL PLATE BELOW "STAIRWELL TRIMMER 3.5" x 9.5" 1.55E TIMBERSTRAND LSL RUN FROM EXISTING LVL'MAIN COLUMNS; TS 1/4" x 4" x 4" GIRT TO OUTSIDE WALL ALIGN W/ , ASTM GRADE A-500 W/ CEILING POST LOADS FROM ABOVE MIN. FY �= 46 KSI. ,� PROADE 318" x 5" x 5" TOP & 5/8",-x 6" x-9"BOTTOM BEAR�NG DECK�LEDGER; 2' x 10" PT SYP PLATE�O W4, P N_`, ONCRETE -FOOTER PAD. AIRS OF 5" LEDGER-LOK WELD ALL- CONNECTIONS., EXTENDED', SCREW$ 0 16" O.C. W/_', DIA. "JOP,PLATE S 3/4 & -6", KING 2/ 2" x 1/ 2* 6o,,JACK' PILASTER, DROPPED,HEADER _z /2. v K 8 W/ 1 VERIFY LOCATION fOR'POINT A" "J� L PLY W/ 2r" 6' LOAO�THRU WALL FLOOR BELOW. 'To -7"± 7t JACK:STUDS PROVIDE :MINIMUM OF 4". x 4",OR % 3/ 2"�,,x 4" WOOD POSTS ;H DOUBLE G: ER DOU'LErH --10"- KD S 2.wl' , 2" x PF SIMPSON LUS28 -STAIRWELL HEADER Sfl�GLE HANGER: 1 e",PT 2 DECK��JOISTS, 44 tIMPSON, SIMPSON 16" O.C.'W/ LUS28ss r HAN'ER' EE C K POSTS .5 (SERVICE`L.EVEL� 11)-,PSL POSTS. COLUMNS; ,TS-,,;'l/4" 4' 4" A5 M T GRADE A 500*1 PROVIDE SIMPSON',,PB46 1BOTTOM CONNECTIONS MIN.,'FY'--`46 rKSI A -S ND IMPSON,'CC46 OP 'CONNECTIONS.' , A E TOSE HOT DIP GALVANIZED LL-,HARDWAR x abTfc4r-,66RI 6 5/8" P '7 'EXISTIN OTER P G MAI N' P CON,CRETE,�'FO �10 'WELD A LL TIO 8�* STEEL-18EAM' CONNEC EXTEN 10 3/4� TOP_PLAl ':DIA 'ES W L 8EAM:HANGEF? 51 MPSO N" HUS410i��,` 006 3, 12'-4 7 P CK,z 8 M; 3.5 'x 9.5 T (SERV"CE, EVEL'r 0 PAR ALLAM RUN r CONTINUOUS NtR,'-FbbNbATI DE 0 'r Tus'E"ON" -E r -0 ,��B WET S Et 4 ELOW GRADE E ITTI AND, S N S r R N 2 #5' VERTICAL 13 LY 7 L LA "FRAM I N N PROPOSED BASEMENT _toLo M t; T 4* �4 D E C /4 Xr od 1 0 -,M IN. FY KSI:STM G RAD E S-ALE :1/4 _t 'P PRV41DE� 3/8"�, -',5 97�WTTOM,IB RING S UB,FOOTERPAD EA PLA N,' FRA MING, TS 'PLATE ON.,CONCRETE'.,FOOTER TIES RS OP' �:EA-:�#5 BARS oEA,WAY,�_, CONCRETE:PADS-W/' 'IN'�3 Z/4*,.'FROM NECTIONS:',��',EXTENDED EDGES CiRNE IA DR WE C 2 o 6ii� MIN `tR`tAD /2".'-PROVIDE ENTERVlLLt;, r 35 '"LAXESIDE ERJ6R TAi k§ '�STRINGL �u x 13 FOR.- tj LOCKS,� TREAD S 8 RED 2" cLoSEb�STAIR W/ OT 10" OWNS D L �68 12 :12 R ENGINEE . A vo .5 IPENSIONS D 6/ 007 3 /2 VA 0265 'BOX 1 ORLEANS� 0 SCAik, 3 025 0 Ft t I n "07025 -DWG RVIStONS C 4 Fl Lr-, �F 07 468 14 1 -(FAX) 95 FE G D D d R N t �o - , - e , .. , . . ROOF JOISTS; 1.75" x 11875" :1.55E TIMBERSTRAND`LSL RUN FULL :LENGTH Wj TAPERED -CANTILEVER ENDS,(TO 7.5") - Y.. FASTEN TO WALL/BEAM LINES W/ ' h SIMPSON H2:5,HURRICANE.:CLIPS. ;:INSTALL f SOLID BLOCKING W/ TOP VENTILATION NOTCH r , EAVE HEADERS; i 1.75" x 7.5",1.55E '. r :• .,. TIMBERSTRAND LSL p1 RUN FULL LENGTH i - EAVE HEADER BEAM; W8 x 24 W/ 5/16" WEB STIFFNERS AT 3 BEARING POINTS 1/2" x 5" x 5" TOP BOTTOM PLATES"W/ ALL WELDED CONNECTIONS. INSTALL 2" x 6" NAILING SLEEPER •W/ 1/2" ; <y ',• CARRIAGE BOLTS STAGGER SPACED 32" O.C. EAVE DETAIL SCALE: 3/4111,�C �- ROOF JOISTS; 1.75" x 1 i,875" 1..55E TIMBERSTRAND LSL RUN FULL LENGTH „< W/ TAPERED CANTILEVER ENDS (TO 7.5") FASTEN TO WALL/BEAM'LINES W/ SIMPSON H2.5 HURRICANE CLIPS. INSTALL 3'-0" SOLID BLOCKING W/ TOP VENTILATION NOTCH ;• .'. EAVE HEADERS; 1.75" x 7.5" 1.55E - TIMBERSTRAND LSL - MID-HEIGHT HEADERS; RUN FULL LENGTH 'y' — 3.5" x 9.5" 1.55E PROJECTED T.O. SHED PLATE : TIMBERSTRAND LSL EL. 111"-9" FASTEN TO;STEEL AND WOOD EAVE HEADER BEAM; W8 x 24 W/ COLUMNS W/ SIMPSON HUC41 d _5/16" WEB STIFFNERS AT 3 BEARING POINTS 1/2" x. 5" x 5" TOP CONCEALED, WELDED HANGERS - & BOTTOM PLATES W/ ALL WELDED CONNECTIONS. INSTALL 2" x 6"'NAILING SLEEPER W/ 1/2" CARRIAGE BOLTS STAGGER SPACED 32" O.C. UNIT HEADERS; 3.5' x 7.5" 1.55E B.O. CEILING MAIN LEVEL TIMBERSTRAND W/ EL. 107'-6" : MID—HEIGHT HEADERS; DOUBLE JACK STUDS .. 3.5" x 9.5" 1,55E TIMBERSTRAND LSL BEARING WALL; 2" x 6" 0 16" O.C. COLUMNS; TS 1/4" x 4 x 4" v FASTEN TO STEEL AND WOODTOP COLUMNS W/ SIMPSON UC 1 I H 4 D ASTM GRADE A-500 W/ W/ DOUBLE PROVIDE OLID�RAIFTER NGLE B OCK(NGPLATE CONCEALED,'WELDED HANGERS MIN. FY = 46 KSI. PROVIDE 1/2" x 5" x 5" TOP W/ TOP VENTILATION NOTCH &< (BEYOND) BOTTOM PLATES W/ ;ALL COLUMNS; TS 1 4 x 4 x 4 WELDED 'CONNECTIONS r: ASTM GRADE A-500 W/ PROVIDE 1/2 x 5 x 5 TOP EXISTING FIRST FLOOR & BOTTOM PLATES W/ ALL TO REMAIN T.O. FINISHED FLOOR MAIN LEVEL L:1 . WELDED CONNECTIONS _ 4 _ I � i T.O. FINISHED FLOOR BASEMENT — - - - — EL 91 : i 4 I s i SUB—FOOTER PAD: >Q 12 x 3 0 SQUARE , r ' w-. - CONCRETE PADS WI 7 -'-- - — �;, 3 EA #5BARS EACH WAY _ -_ -- �. --- ' ---` --, - — - - - - a - --' Pvl ,; =; SUB-FOOTER PAD: 12 x 3 —0 SQUARE ^ CONCRETE PADS W/ 3 'EA #5 BARS EACH WAY FRAMIN PLAN G N xx ., BUILDING SECTION _ — — — — SCALE; �/4„ �,_C„ Locus: 135 LAKESIDE DRIVE ..EAST x CENTERVIILE, MA F O R PERMITTING PREPARED sAMUEL YEE ONLY FOR: . .. COLLINS ROAD a , WABAM, MA .02468 FELCO INC.,. 12 3 2007 7 DI ENSIGNS SCAM AS SHOWN DATE : ' '7/26 f 2d0 o 07025 =.. ' = FILE _ 07d25A2.DWG ,> ON SHEET No. 4 OF 5 JOB N 'ENGINEERING LAND. SURVEYING , � �; REVISIONS v - _ , r a v' IN—FILL ROOF RAFTERS: BEARING WALL; 2" x 4" ® 16" O.C. 2" x 8" KD SPF W/ DOUBLE TOP AND SINGLE BOTTOM PLATE GABLE HEADER BEAM; WS x 21 W ® 16" O.C. PROVIDE SOLID RAFTER BLOCKING 5/16" WEB STIFFNERS AT 3 / ROOF JOISTS; 1.75" x 11.875" 1.55E W/ TOP VENTILATION NOTCH BEARING POINTS, PACK WEB W/ 2" x 10" TIMBERSTRAND LSL RUN FULL LENGTH RIPPED—TO—FIT. FASTEN W/ 1/2" W/ TAPERED CANTILEVER ENDS (TO 7.5") VALLEY BEAM; BOLTS ® 16" O.C. FASTEN TO WALL/BEAM -LINES W/ 3.5" x 11.25" 1.55E SIMPSON H2.5 HURRICANE CLIPS. INSTALL TIMBERSTRAND LSL STANDARD ROOF RAFTERS: SOLID BLOCKING W/ TOP VENTILATION NOTCH RUN FULL LENGTH 2" x 10" KD SPF C 16" O.C. ROOF BEAM; CANTED ROOF RAFTERS:SAVE HEADERS; 3.5" x 1 i.875" 1.55E 2" x 10" KD SPF® 16" O.C. PROJECTED T.O. SHED PLATE 1.75" x 7.5" 1.55E TIMBERSTRAND LSL TIMBERSTRAND LSL RUN FULL LENGTH EL. 111'-9" RUN FULL LENGTH 2'_0" RAFTER HANGERS; SIMPSON LSSU28 LIGHT CEILING BEAMS; SLOPED/SKEWED FACE B.O. CEILING MAIN LEVEL MID—HEIGHT HEADERS; 3.5" x 9.5" 1.55E MOUNT HANGER EL. 107'-6" 3.5" x 9.5" 1.55E TIMBERSTRAND LSL N I MID—HEIGHT HEADERS; TIMBERSTRAND LSL VALLEY BEAM; 3.5" x 9.5 1.55E FASTEN TO STEEL AND WOOD ---- SUPPORT POST; 3.5" x 11.25" 1.55E TIMBERSTRAND LSL COLUMNS W/ SIMPSON HUC410 SOLID 4" x 4" TIMBERSTRAND LSL FASTEN TO STEEL AND WOOD #1 RUN SIDE TO SIDE COLUMNS W SIMPSON HUC410 SIMPSON LCE4 POST CAPS CONGEALED, WELDED HANGERS D—FIR. PROVIDE PAIR B R OFF CONCEALED/WELDED HANGERS COLUMNS; TS 1/4" x 4" x 4" CONNECTING VALLEYBEAM TO POST ASTM GRADE A-500 W/ MIN. FY = 46 KS, LIGHT CEILING BEAMS; PROVIDE 1/2* x 5" x 5" TOP HT x 9.5" 1.55E & BOTTOM PLATES W/ ALL TIMBERSTRAND LSL WELDED CONNECTIONS . T.O. FINISHED FLOOR MAIN LEVEL EL. 100'-0" EXISTING FIRST FLOOR " . TO REMAIN COLUMNS; TS 1/4" x 4" x 4" , . y ASTM .GRADE A-500 W/ _-_- MIN. FY = 46 KSI, PROVIDE 1/2" x 5" x 5" TOP -- FROST CURB; & BOTTOM PLATES W/ ALL 12"w. "x 24"d. CONCRETE CURB WELDED CONNECTIONS PLACED MONOLITHICALLY W/ THE FRONT ENTRYWAY SLAB. - PROVIDE 2" RIGID INSULATION ON - T.O. FINISHED FLOOR BASEMENT _ INSIDE & AWAY FROM FRONT EL. 91'-8" t FRONT EDGE 24" 1 i , „ r . i _ , i _ 1 7 i i SUB--FOOTER PAD: 12" x 3'-0" SQUARE CONCRETE PADS W/ 3 EA #5 BARS EACH WAY BUILDING SECTION SCALE- '1/4„ M FRAMING`: PLAN - 0 r en,vL .F. Locus: 135 LAKESIDE DRIVE EAST CENTERVILLE, .a MA 02632 prat `% ' . PREPARED - :- SAMUEL YEE FOR: T 82 COLLINS ROAD { FOR PERMITTING waeAM, A 02468 FELCO, INC. ONLY 12 3 2007 .r. SCALE DATE,, „ ENGINEERING LAND SURVEYING DIMENSIONS AS SHOWN 7/26/2007 ,- h, „ FILE 07025A2.DWG REVISIONS SHEET No. 5 OF 7 5 JOB .No. 0 025 , , , C r.„z x ,..d:,..1 i -.......oc,.a.. $:..S*+.'1•..,.,+ ,e ,Y:,:;,.. , ..,. , ., x::.: -.a .. . . ,. .,:.v„, , ( .v p, i