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HomeMy WebLinkAboutBuilding Permit #549 - 75 RUSSETT LANE 3/27/2008BUILDING PERMIT TOWN Of NORTH ANDOVER APPLICATION PLAN EXAMINATION Permit N6: -,q7' 0: ®�> Date Received � ae�0 T TYPE OF IMPROVEMENT USE Residential Non- Residential New Building ne amily Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other //-� / ` . •w+:•ir-.—�..._.�' ,.,H%' �:. e.: �,;'.: rr �e'�llrr.2'ti'-3 ���rl1a�i�h "!":.�.::. �Fy. __ ''�}� uhH" .Y.Yt>'A/Y W�Jil�7 `'r`.L•, �.r J t fea 9 47.aferst�ed®�scy ,max ,. iP' i"a^?r - ;ter�/�wer il_'. /• DESCRIPTION OF.WORKJ,O BE PREFORM ll /2' �r ��' o" 3 Te -q.roe. �� 0,4n Ca Z/Ae oi,4 exlS' I A I 2)e C ` Identification Please Type or Print Clearly) OWNER: Name:y h 41Jf%ao� � 14 /i� �c / Aririracc- I re41e 4 ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE. BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ ��1, �c�f FEE: Check No.:CP�� JJ Receipt No.: `l o a..Y" NOTE: Persons contracting wjtk unregistered contractors do not have access to the ggaranty fund Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private (septic tank, etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED CANNING &DEVELOPMENT COMMENTS DATE REJECTED DATE APPROVED CONSERVATION COMMENTS DN/'P � loo, c, -w' cl 1 1 GOu��� � t J O l !� �G ►-C DATE REJECTED DATE APPROVED tLTH OMMENTS a Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit Located at 384 Osgood Street Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine NU i is and UA I A - (For department use ❑ Notified for pickup - Date Doc.Building Permit Revised 2007 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks u,/Building Permit Application o ACertified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑:/Photo Copy of H.I.C. And C.S.L. Licenses ❑ ✓dopy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (if Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 Location No. Date NORTH TOWN OF NORTH ANDOVER 3?O�,t`•o- •,hO�L 1 e Certificate of Occupancy $, ;SIT — t Building/Frame Permit Fee $ +c Nus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # Y Building Inspector CO) m m m CO) m tN mm _2 y C � d COD Cl) 10 0 CD n Z vs CD O CL r �� c CL _• CO) a� -v O 00 CD CD O Q "dWD CD o CD ao a op S t/) CL O _ CO) co CD I CD CO) O 1CD Z a � oCD O C CD O Q VJ O cn C O 00 910g: a C s d fA CIO` CT 7 O 0.0 O CD o ;o cc CA m �. .••r C = d d �• y ... l. m p? CD r c) —10 "o, CD ? m IE O W CD CA '17 0 t d cn -< y C09 OCD ='O O o =r t �Ce m CL ?s O m H ,om CL CD CIO d y CIO 0 C•2 • M m -n m CO2 2 CL d f. 00 - :N a rm �: m N CD CA CD mom: O cn o o CD o ;o G� ro :v w O O CD ,b tz n m p? 7o oGn r c) : CD n N '17 0 T cn -< CD O o CD gnu y O : 1 c o O � W . y 0 9 cn O d cn o M Ej dp ;o G� ro :v w Cn ,b tz n m p? 7o oGn r c) m °� n g, oGn '17 0 c� cn -< 91 O. rrz O o cn O d cn o M Ej ?1 °� ;o G� ro :v w Cn ,b tz n m p? 7o oGn r c) m °� n g, oGn '17 0 c� cn -< 91 O. rrz O o aa 0 c rag Owens Corning Sunsuites Division (the contractor) hereby submits this proposal to sell and install the Owens Corning Fiberglass Sunsuite and related items as described herein at the residential premises set forth below. This proposal shall not become a binding commitment unless and until it has been signed by the Contractor and the Customer. Contractor: Owens Corning Sunsuites Division a division of Bay State Basement Systems, LLC. 60 Shawmut Road, Canton, MA 02021 0 Telephone # (781) 821-0060 • Facsimile # (781) 821-8552 Federal Tax ID # 14-1855297 Mass. Home Impro`vvement Contractor Reg. # 137943 Date C / — � J _- ( . Customer: Customer Nam Street ,J z> till .4 City, State, Zip Telephone ( 1 This is a contract between the Contractor and the above named Customer to sell and install the Owens Corning Fiberglass Sunsuite and related items specified herein at the Customer's residential premises identified below: Installation Premises: Street Address City, State, Zip Scope of Work: Are Sketches and/or specification sheets attached? ❑ Yes' ❑ No *All attachments are incorporated into and become a part of this contract Description of Work/Specifications: Work Schedule": Approximate Commencement Date: Approximate Completion Date: "The proposed work schedule is approximate and subject to change I plea DNA, �✓ Contract Price: Ll 7" Total Contract Price: Deposit with order: Bal9"`� Oisoq ]l/$ C " ❑ Cash ❑ Check # /0�5 NIMOD SN]MO Terms: ❑ Cash ❑ Finance (Cash terms are 10% deposit, 30% at pre -installation inspection, 30% on commencement, 30% on completion) on Pre -Installation Inspection $ Due on Commencement DO NOT SIGN THIS CONTRACT UNTIL ALL APPLICABLE BLANKS ARE COMPLETELY FILLED IN AND UNTIL YOU FIRST READ AND UNDEAVAR1J1W'8Q'f'I F- colgTq=T( MuvoIN® 1M�iS@UigAcrj'AC[FU�IJBRiT'O9AIBYVEYD/Ag.1AN AAg74NgHED SKE I CHES, MATERIAt tISTS OR THE LIKE, AND 91`11 IE TERMS AND eONDITIONS ON TI IE BAGK OF THIS CONTRACT DOCUMENT. YOU ARE ENTITLED TO A COMPLETE, FULLY EXECUTED COPY OF THIS CONTRACT AT THE TIME OF EXECUTION. Witness our hand(s) and seal(s) below on this 3,3 day of Bay State ./Authorized Representative: Signature and Title� Print Name DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES Customer Signature Name Cu mer Signature John "ucc- Print Name Contractor may have certain lien rights in the premises until the price is paid in full. You have the right to cancel this contract, without any penalty or obligation, at any time prior to midnight of the third business day after the date you signed this contract. See the notice of cancellation below for an explanation of this right. —Customer acknowledges receipt of a true copy of this contract which was completely filled in prior to customer's execution hereof. NOTICE OF CANCELLATION Date You may cancel this transaction, without any penalty or obligation, within three (3) business days from the above date. If you cancel, you will not be liable for any finance or other charges, and any security interest given by you, including any such interest arising by operation of law, becomes void upon such cancellation. In addition, any property traded in, any payments made by you under the contract of sale, and any negotiable instrument executed by you will be returned within twenty (20) business days following receipt by the Contractor of your cancellation notice. If you cancel, you must make available to the Contractor at your residence, in substantially as good condition as when you received, any goods delivered to you under this contract or sale or you may, if you wish, comply with the instructions of the Contractor regarding the return shipment of the goods at the Contractor's expense and risk. If you do make the goods available to the Contractor and the Contractor does not pick them up within twenty (20) days of the date of your notice of cancellation, you may retain or dispose of the goods without any further obligation. To cancel this transaction, mail or deliver a signed and dated copy of this cancellation notice or any other written notice to: Owens Corning Sunsuites Division 60 Shawmut Road, Canton, MA 02021 Phone: 781-821-0060 Fax: 781-821-8552 I hereby cancel this transaction. Date I her�byras�kn@w re ' opipe p,�tl�l �t+p�f� I �1CJ1 J I I�Jva I Date _ Date Customer's Signature IC91,AU , I., 1]! •OMNI C■■■■■■■1 • ■. II■■■■■■■I loo .■ I mons■■■1 Z5 ion I :_ - ■n IC■■■■■■■I • :Ion I■■■■■■(D cu mmm ■1 co �...IC.......I ■■■I■■(n mooloo cc r - E CD ■� iso•■n.lm.r iso ' • Ion No �■�■■■■fir■■I.[ i■no■■no■■ml■■► ins--- no■mlmm� In no■mi■m■ in■ ■■nolo■■ ' ■iiiiiii■i�OMNI ■n■■I■■■■n■■■I • _ ■ons■I■■■■■■■ol ■ . ■ns■mlmm■n■■n■1 • n■■mlmm■■■■■nl ■... I■■■■■■■■1 • .... - I■m■■■■■■1 ■ MEN i■■■■1 --■ ■■sml - - ■■■■■1 ■■■NNI . • ■■■■■1 ■ ■■■■1 no■■ol nommolm 111111111 I■■ ■■■■■1■■■■■■■■1 0 nor co - V r° Q. M Y OD t N 2� 5 L M C Y d N Y Q \I U hC O U N � t w c0 N rn C: Q _ eno .0 Lo3 \� C: v •- co o L m(D O o N 0 .. p) E fn Q cn t 'C C7 m U) cu c� n IIaM asnOH m LY LY t N J J v co N x LU z L J... O NJ N NV(DdY IC91,AU , I., 1]! •OMNI C■■■■■■■1 • ■. II■■■■■■■I loo .■ I mons■■■1 Z5 ion I :_ - ■n IC■■■■■■■I • :Ion I■■■■■■(D cu mmm ■1 co �...IC.......I ■■■I■■(n mooloo cc r - E CD ■� iso•■n.lm.r iso ' • Ion No �■�■■■■fir■■I.[ i■no■■no■■ml■■► ins--- no■mlmm� In no■mi■m■ in■ ■■nolo■■ ' ■iiiiiii■i�OMNI ■n■■I■■■■n■■■I • _ ■ons■I■■■■■■■ol ■ . ■ns■mlmm■n■■n■1 • n■■mlmm■■■■■nl ■... I■■■■■■■■1 • .... - I■m■■■■■■1 ■ MEN i■■■■1 --■ ■■sml - - ■■■■■1 ■■■NNI . • ■■■■■1 ■ ■■■■1 no■■ol nommolm 111111111 I■■ ■■■■■1■■■■■■■■1 0 nor co - V r° Q. M Y OD t N 2� 5 L M C Y d N Y Q \I U hC O U N � t w c0 N rn C: Q _ eno .0 Lo3 \� C: v •- co o L m(D O o N 0 .. p) E fn Q cn t 'C C7 m ISO-= e 111t Board o uiXinTat gulat' ns and =anfars;�� One AshburtorrPlace - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 137943 Type: Supplement Card Expiration: 1/29/2009 OWENS CORNING BASEMENT FINISHING- DANIEL INISHINGDANIEL WALSH ___.....__ 60 SHAWMUT PARK CANTON, MA 02021 Update Address and return card. Mark reason for change. Address Renewal ' Employment Lost Card $-CAI A 50M-05M6-PC8490 • T� J, r Boa o u� ding egulati s aQ tan a s Construction Supervisor License LicOnse: CS 79893 Birthd*t8: 10/5/1962 5t.. 101/2009 Tr# 4794 ;:: �estr9ctren .flU`.. DANIEL F WALSH': .: 488 KENDALL Rol., �''� - � ',x TEWKSBURY, MA 01876 Commissioner ACORD_ CERTIFICATE OF LIABILITY INSURANCE OP ID E DATE(MM/DD/YYYY) BAYST-1 03/02/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Kaplansky Insurance Brookline ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 114 Harvard Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Brookline MA 02446 Phone:617-738-5400 Fax: 617-738-8214 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A Norfolk & Dedham Group 13943 INSURER, 8. B yystate Basement System LLC D�B/A Owens Corning Finishing 960 Turnpi02021 Canton NNIIII�� INSURER C. INSURER D: INSURER E: COVERAUES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MMIDD/Y1') LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1000000 COMMERCIAL GENERAL LIABILITY CLAIMS MADEIF:k OCCUR UPWRIOt IQ KtN It PREMISES (Eeoccurence) $ 100000 MED EXP (Any one person) $ 5000 A X Business Owners R0309626 02/06/07 02/06/08 PERSONAL &ADV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 GENL AGGREGATE LIMIT APPLIES PER' j{ POLICY PjR7 7 LOC PRODUCTS - COMP/OP AGO $ Excluded AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ (Ea accident) ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $ (Per person) HIRED AUTOS NON -OWNED AUTOS BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACC (DENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY OCCUR EICLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY T OWRCYL'TSI I ER E.L. EACH ACCIDENT $ ANY PROPRIETORJPARTNERiT-XECIJTIVE OFFICERIMEMBER EXCLUDED? It yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT f SPECIAL PROVISIONS (;tK 1IrICA1 C MULVCK CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. © ACORD CORPORATION 149R MAR 02,2007 12:40 page 1 OPID OP ID S ACORL1_ CERTIFICATE OF LIABILITY INSURANCE BAYST DATE (MMIDD/YYYY) 05/24/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Andrew G. Gordon, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 680 Main Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR PO Box 299 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. LIMITS Norwell MA 02061 Phone: 781-659-2262 Fax: 781-659-4725 INSURERS AFFORDING COVERAGE NAIC # INSURED Bay State Basement Systems , LLC dba Owens Corning Finished Basement system INSURER Renaissance Group INSURER B: INSURER C: 60 Shawmut Road Canton MA 02021 INSURER D: INSURER E: COMMERCIAL GENERAL LIABILITY COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSRIA WDTF TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MWIDDIYY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS GENERAL LIASILRY EACH OCCURRENCE $ PREMISES (Ea ocewence) $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE EIOCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ POLICY P,ERC7 LOC AUTOMOBILE LIABILITY AN AUTO COMBINED SINGLE LIMIT $ (Ea accident) ALL OWNED AUTOS SCHEDULED AU TOS BODILY INJURY $ (Per pew) BODILY INJURY $ (Per accident) HIRED AUTOS NO"WNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO AUTO ONLY: AGG $ EXCESSIUMBRELLA UABLITY EACH OCCURRENCE $ OCCUR EICLAIMS MADE AGGREGATE $ $ $ DEDUCTIBLE RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS'LIABLI Y ANY PROPRIETOR/PARTNER/EXECUnVE WC 0371527 05/24/07 05/24/08 C -AT$ TORY LIMITS IOER E.L.EACHACCIDENT $1000000 E.L.DISEASE- EAEMPLOYEE $ 1000000 OFFICER/ EMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT $ 1000000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION MI scj L SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WLL ENDEAVOR TO MAIL 10 DAYS WRITTEN Bay State Basements NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL for record purposes IAPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. 1House Account 12001/081 ® AC0111) CC)RPORATIAN IQRR The Commonwealth of Massachusetts Department of Industrial Accidents Ogee of Investigations 600 Washington Street Boston, MA 02111 www.mass.govA a Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization/Individual): :.S'y Address: City/State/Zip: 7114) l%/ Phone #: %�/- kZl 0(�'00 Are you an employer? Check the- appropriate boa: 1.0 I am a employer with 9q 4. ❑ 1 am a general contractor and I employees (full and/or part-time).* have hired the sub -contractors 2. ❑ 1 am a sole proprietor or partner- listed on the attached sheet. $ ship and have no employees These sub -contractors have working for me in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 3. ❑ I am a homeowner doing all work right of exemption per MGL myself. [No workers' comp. c. 152, § 1(4), and we have no insurance required.] t employees. [No workers' comp. insurance required.] s Type of project (required): 6. ❑ New construction 7. 2 Remodcling 8. ❑ Demolition 9. 2rBuilding addition 10.❑ Electrical repairs or additions 11 -0 Plumbing repairs or additions 12.❑ Roof repaus 13.❑ Other Any applicant that checks box must also fill out the section below showing then- workers' compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating tcontractors that check this box must attached an additional sheet showing the name of the subcontractors and their workers' comp, policy inform, ,ram an employer that is providing workers' compensation insurance for my employees. Below is thepolicy and job information. Insurance Company Name:. (91r Gi4i ct < ti, V 4 Policy # or Self -ins. Lic. #:_ W C d 37 AC Z 7 Expiration Date: Job Site Address: '7r. I?4 ✓tc`LwG�e. A17 1-v rr City/State/Zip: 1%9 Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations ofthe DIA for insurance coverage verification. I do her y certify unde the r of perjury that the information provided above is true and correct. Si a e: 2 O � p 021 Date: c? Phone #: -?S/ - 9z - 666106 Official ficial use only. Do not write in this area, to be completed by city or town officio[ City or Town: PermitlLicense # 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 #: '7 Aor /f/cafe- Elf loll lf� Y df - Ery vel, 12' f2 4 k S S"y 6 Tec,�a P(106pofij No. 33 MORNINGSIDE LANE N/F BRIAN DONAHUE BOOK 1262 ; PAGE763 r_ 35.00, S 37-06'50"80.001 No. 61 RUSSETT LANE N/F STEPHEN DUFFY BOOK 10153: PAGE 185 MORNINGSIDE LANE N/F GAYTON OSGOOD BOOK 1306 ;PAGE 399 -z' I.1 165.91' RUSSETT (PUBLIC — 45.0' WIDE) LANE No. 85 RUSSETT LANE N/F LOT 15 RONALD POLLINA 49,141 S.F. ` \ BOOK 5102 ;PAGE 14 Q� N� (3N SHED N PROPOSED SUNROOM 1.9 �/ :o EXIS 7. OE K K 1.5 STORY No.75 PORCH DRIVEWAY I.1 165.91' RUSSETT (PUBLIC — 45.0' WIDE) LANE NOTES PREPARED BY THOMAS BERNARDI L. S. I. T. REFERENCES DEED: BOOK 4086 ; 246 PLAN: PLAN # 5145 FIELD BOOK PAGE INSP. BY DRAFT. BY CHECKED BY T3 12 C/T TPB GCC CERTIFICATION I CERTIFY THAT THIS PLAN WAS MADE FROM AN INSTRUMENT SURVEY ON THE GROUND ��& OFAhgsSyc BETWEEN THE DATES OF JANUARY 23 AND GEORGE yGs JANUARY 29, 2008 AND ALL STRUCTURES ARE c C. LOCATED AS SHOWN HEREON. " COLLINS q No. 41784 v ACCORDING TO THE FEDERAL EMERGENCY �� MANAGEMENT AGENCY (F. E. M.A.) MAPS, THE S U MAJOR IMPROVEMENTS ON THIS PROPERTY FALL IN AN AREA DESIGNATED AS ZONE "X" 1 j l� (NOT IN FLOOD). f CERTIFIED PLOT PLAN LOCATED AT 75 RUSSETT LANE NORTH ANDOVER, MA SCALE: 1 INCH = 50 FEET DATE: JANUARY 29, 2008 PREPARED FOR: JOHN MUCCI 75 RUSSETT LANE NORTH ANDOVER, MA. BOSTON 35.00' --SURVEY, INC. UNIT C-4 SHIPWAYS PLACE CHARLESTOWN, MA. 02129 (617)242-1313 S.B. FND. JOB # 08-00121 FILE # 08-00121-1/29/08 Owens Corning SunSuiteTM Sunroom MANUFACTURER: COMFORT LINE, LTD. 5500 ENTERPRISE BLVD TOLEDO, OH 43612 Phone: (419) 729-8520 www.comfortlineinc.com Owens Corning SunSuiteTM Sunroom EVALUATION SUMMARY Revised 2006 February 2006 International Residential Code PATIO ROOM WALL SYSTEM COMPLIANCE WITH: 2006 IRC design load classification (ASCE-7) 2006 IRC roof snow load meets or exceeds Table R301.6 or R301.2 (1), whichever is greater. 2006 IRC Surface burning characteristics R314.1.1 (except where otherwise noted in R314.2.) All foam plastic or foam plastic cores in manufactured assemblies used in building construction shall have a flame -spread rating of not more than 75 and shall have a smoke -development rating of not more than 450 when tested in the maximum thickness intended for use in accordance with ASTM E84. UL's Classification and Follow -Up Service for Foamed Plastic core materials used in this structure have a flame -spread of less than 10 and a smoke -development of no more than 250. October, 2002 BOCA classification / Division 13 — Special Construction / Section 13120 — Pre -Engineered Structures. (This design criteria has remained, unchanged since inception. More recent specification criteria have not been defined). All of the above listed data continues to comply with the 2003 IRC specifications (as they remain unchanged in 2006) for regulatory agencies that have yet to adopt the 2006 IRC standards. DESCRIPTION: The Owens Corning SunSuiteTM Sunroom framing system is a pultruded fiberglass patio enclosure used for recreational / outdoor living purposes that is available in a 3 %Z inch thick wall system. The information contained in the enclosed sheets is intended as a minimum general guideline and does not exclude the use of alternate details where accepted by the enforcing agency. Fiberglass windows and sliding doors shall comply with ANSI/AAMA voluntary specifications 101/I.S.2/A440. Comfort Line Evaluation Summary 1 Table of Contents Page # 1 Introduction / Overview 2 Table of Contents 3-17 Engineering Details (see list below) Sheet # 1 of 15 Fiberglass and aluminum extrusions 2 — 6 of 15 Details of wall system 7 of 15 Wind Loads ,. 8 of 15 Corner / wall & jamb post to floor starter assembly 9 of 15 Floor starter to floor assembly 10 of 15 Comer / wall & jamb posts to header assembly 11 of 15 Ridge beam / ridge beam post assembly 12 of 15 Cathedral roof panel assembly 13 of 15 Studio roof panel assembly 14 of 15 Ridge beam / wall receiving channel to existing structure 15 of 15 Footing specifications 18-20 Roof panel performance specifications 21 Ridge beam performance specifications 22 PolyDeck flooring / PolyDeck foundation specifications 23 PolyDeck 16 flooring / PolyDeck 16 foundation specifications 24 EPS - F. M. & U. L. compliance 25 Expanded Polystyrene Core — UL flame spread / smoke development 26 Oriented strand board (OSB) foam plastic composite panel application 27 Composite roof panel shingle / roofing application guidelines 28-30 State engineering seals for all products listed CONDITIONS OF USE This report is limited to the applications and products as stated herein. It is intended that this data be used by the code official to determine that the subject of the report complies with the code requirements specifically addressed, provided the product is installed in accordance with the following conditions: • Maximum allowable mullion height for bearing walls shall be determined in accordance with the load combinations identified on Sheet 7 of PATIO ROOM ENGINEERING DETAILS. (Ref. Page 9 of Comfort Line Evaluation Summary) • Footing design and construction shall be determined in accordance with page 15 of Engineering Details in conjunction with local building codes. Comfort Line Evaluation Summary 2 LL i v w m 0�1 Z > 2 1 � z W 0 O O 4- LL o. "J W Q W Q� C G J LLO COMFORT LINE EVALUATION SUMMARY 3 w w Z w O U W H O w w Z X O U w cl V) Z Zm3 w O OO H QZ§ or z�ow WOUj OZ0NN a 0¢O mwo N W LL ZZWO 30�a ❑ N Ri Lorca Ali W� TIF J g�e ww5 W p T 0~5 O NI (n gM 5 uo F W W oFw� z W ozo� a- ¢ N W j U Z 3 S u�oo d N Z m o 0 W hw 3 Z ZW Z m m N Z Z w y E C7 • •-� (D LL F W (7 v j w z m LuW fJ s W= C3 U) a ' W of �+ iyU , ^ J ' O V J F F U RT^�f^11 lLQ r Z O m Z W Q Z r W D 0Na = VI O ■� O OW V W 0 Z W 0 cu � I oZ W W WCL O r�n I Z O w w f- ® T N M V COMFORT LINE EVALUATION SUMMARY 4 t2 M w 3 ¢ o Bo ai wo zN�apZN iop �OKHQ.Q3.Q »W O� � izoW7 �V>ow�O NOma00bNzO W 2 oZFg Mw , W mO U'OmW7QW ZZ CLLtc=irc�a o$Ozor .- a000�LuooW �m auzl rm wzO� YNMnN.LL.. fNIJ }'a~a viO NZ io LL's `-X NJgZJ O ZO OU !2..w 1- S >Ubui�ZWZ (JUDO z d ZO�NOap Zoe �W VO }W OVO QO Sa Vob UON�UFaWN �� a'm ' bNdK Nm �mLLZWR W OQFV JNO Jj DU FO¢a U Q K OQ j0m3a0p€�xm 3W 3m N o 0 P.29 ."'O > oN 3> u0P3i?S0Z,0w w �tl`NQ¢..:jLLNm Z� ZN t 2V�UjgW�OK2� m7d'RS0hNZN ao iolo'?wZoZ ! 3 OWK03 Zr�+ss ON r iu�u�3zdo30Noz4pp W W 0 W W r V �rcDOmwazN �tWi O<^NQV i-t 4i 330 N 0c�i 3m U J_ O Q Q-WiW2 W f Q J Lij m itJ za'LL r=-3 U)LIM Q Y(n Z Jix7j o� WW N 0w u m� o' V X N = LL N ~ O w ca ik yW0 Vey FZpSoz0 F 0F C;)O W 00QU oci 3Wa r O 3Wuj � Lu K V U L Nzo O O NOW O xW0 C, aV U 0 LL _/ J o Q v U O O W U) z Z O O W > w w a 7 w o QN N $ N M COMFORT LINE EVALUATION SUMMARY 5 COMFORT LINE EVALUATION SUMMARY 6 Z � � Jf M wW3 � o a °z s Z et fn V ZO S, U W ozor 3 aZ¢O W Q DOZ 2 wz d WN m M 2 = W W W W 2 F�UKa JQ 111 SW O � �R1f O v J Lo Q :n N . Q Wim( d W N U�U) }� J Q , W J Q U F- W ' Z O w w F- 0 ® r N M a COMFORT LINE EVALUATION SUMMARY 6 z � L� a LL $ O W W 1 O u>p O �o� W W ow = ozor w�0i w F- I., = U z wz U E�"D% y z y as m �f =www iti uwl m U Q K cl N O � H Q� H r NOU rj r 0 ��•' O 2 E �j E Y U CO E W Q O C � O � U� cn O� o . 3 J o U U W m > y z OZ Z O F- s =w O w No co mmz 0w= oo w Poo iru, o QOW of a ao= !M, a. i -rz=W U iN M I It COMFORT LINE EVALUATION SUMMARY 7 COMFORT LINE EVALUATION SUMMARY 8 µw2 ¢ LL O O M ❑ p w U) O s ¢ O Cl ❑ LL O ^2 Uzi oFwo z N W O U J o$= Q� m 02ND 0 aZH == N O Z 3.H Z e 2@Z O cZc yU�y 012 ON LL¢¢ F=-" mm J jQQ U Q K N ❑ ❑ Q m J r/ Z Q O J o o con 7; WLIM:z U) m E 0 r. to U =W .� O w n O ♦ /� �M vJ U cn O a� =3 o� J W w ♦ v /'� , J Q , U H W > �❑ J U' H Z O 0 O �W Z O¢°OPP: Y w � cwt U Q ® r N M V COMFORT LINE EVALUATION SUMMARY 8 9 COMFORT LINE EVALUATION SUMMARY G 9 \ § )� ° I § /§k� $ \§§ Rh r7% ;!»\ k\0 P c Po h $ @ \ Ssam� �� co � �� $ r �/ k \ 2 ��000 � k � � \ 9 2 � CL � f�q Ra22§ \ 0/Of w � 220 � � �7w�2§Qee < � \��2 M W — � < q m a e kk�J « hg 0 U , ? /\\ k§§7� d � §2e � � / � � � © « m R m \ � § j e U) � . � � � $ � § §� QG2� o £ i 2 � U § e E @ ( 7 �■ w � § c 9 COMFORT LINE EVALUATION SUMMARY � � $ � � §� QG2� o £ i 2 U § e E ( 7 �■ 9 COMFORT LINE EVALUATION SUMMARY Z _ T :'i wo O FS o W.o€ a LL C ¢ 25 W 00 :I) L LY0 G O LL tD v W x r X oFga� = W K O O N SOW Z @ wO z O (n g N Y * m aLLi2 V V OZ�1- � N y i i i a ¢O 1 ; I W Oo m 0O i ; mdjU 2 4 I I 0 NZ d 0 ai ' I I 't o��m y LOL 'I I I I _ I a --------- C4I i myd`2 m m O O _._____._._._ i i LL OS 1 I I 1 1 ; •__. , ^ W z co 0 WW a Z N .: Q T /\ n '^ v' w O O v, tD W o f a � Y u - Z m e x Z O� s x 0o>,c3ym o U O J LL g W (n o O O O LL p - •--- �___ co W L -------- ----------- Q Z O a =------------------------- ZO (� J H r— Zj w z O w Z m m 'O1 LL O N N m U O m t x Q O X Z�/ Z W N m N @ y E O I.L W c a v °h 3 0 N C 10 ltl W nj Y O _ m m 0 3 x T R N L O O Uco cx O U `o N m v m ak C� 2 m m 0 U) o N O a a o 0 �--i-- a� �� a o to ' x zLL c o U > � E � c v t0 U < W F - Q $ N M V N N O (n N O N W W m 'o �Z N �A� N Zr .5� N o N N G- N �� N � p N LL UN � N �WN s � � C N � M N�J � N O Q O N N w m L6 C m m m 0p Om m �� x� x� � r O CIO COMFORT LINE EVALUATION SUMMARY 10 y m L Q L v C r d � Wv 0 � r d W O� s 3 In N c �.-N �p c Z Y �.- LL Q N O Z °0 x � 0 m o N O Y v p Y W a ac Q � �' � w m vt m o O N �� m 0 `y LL O c ca Ol � to -pg ao N ��.�f0.v W �� my Y mo C L m C L E �N o1 fin• m � E m '��'' v HE `$W X� m XD m m � p � w N r O j am ie O N ik �N 'Q� � � N � O N O E 7 m rj C N C N 0-0 � m COMFORT LINE EVALUATION SUMMARY 10 y m L Q L v C r d � Wv 0 � r d W O� s 3 In N c �.-N �p c Z Y �.- LL Q N O Z °0 x � 0 m o N O Y v p Y W a ac Q � �' � w m vt m o O N �� m 0 `y LL O c ca Ol � to -pg ao N ��.�f0.v W �� my Y mo C L m C L E �N o1 fin• m � E m '��'' v HE COMFORT LINE EVALUATION SUMMARY 10 N Y a 3�om � Y 03� 3 N � m � m LL � X aTi N O Z °0 o fn � U) �� m N �N rn �Z m O .0.. Q � �' � w m vt m o m N �� m p �Z m LL O c ca o0 `mom �Wp�I w N�- L6 N ap� Ips W 7 �`Y � p a a mo c �a E �N o1 fin• m � E m '��'' v HE `$W X� m XD m m p o� m o� N � m � m � m m m c 0-0 � m COMFORT LINE EVALUATION SUMMARY 10 GD � W 3�om � wm 03� 3 z m �•�om LL � X aTi w O MQ Q � m _ LO � m � U) �� m N a N � 0 a Q � �' � w m vt m a m � woin o •o �...� O c ca o0 `mom oyo a�g,am _ g� — a o1 12 � Q 0 n F� � n � o COMFORT LINE EVALUATION SUMMARY 10 LO � V •O < In 3 m N o U r � X aTi w O Q 0 a W m � 3 c a o •o c c ca COMFORT LINE EVALUATION SUMMARY 10 COMFORT LINE EVALUATION SUMMARY 11 m' � r m � bi N LL m �� LL W LL� LLm m`s � Z o A Lu Z � �Z W $ co J Q pyo � m ai4 � sL�� N �� � �r�FF f li N d'eL r ►°�� N p Z Q � N�� �OV LL m co � m� � p� O ,•• LL ac N a N � N N u Z OFW� � CLL�J w W i ow oo z 2 0 i/) 8 ¢?-O¢ on m N r U N W r sn` v x a � � Opp i gH UU ZZWO qq m b S r 2 d Z ik m FW N m 3Vj2 oy y Z » y[�_5a¢i¢ U 6 ¢ C N GC S A N lL � � o� Nm � o ° b qq 3� °p= 0 O' N 3� H O m � c LL W.21 � m � N VJ Zf:8a N ` F � O 1L�4� O �� m V%t N to'1 --------i- vii ,. CL O 7 ' ' s i' N � LL£N o�m s IL LL 'E n LL m 0M _1 I.L AT r m Y N OUU N �+ � c:) - �W c/ N a N lyLIM O cr U) LL O w rr O LL O V/ OHO Q D) O �/ Oo L- W LLL W . c') Z O QZ W t!) O cn U) O G) OW Z 104 LL O' N� w N' s� � O �� O aa�'���m Z {y o � o w W_ cn s r r m Q O ? e � � .12- 0.E m-------------- --- m .- s� U. U � 3 U) Z O El DW W Q COMFORT LINE EVALUATION SUMMARY 11 m' � r m � bi N LL m �� LL W LL� LLm m`s � Z o A Lu Z � pgc 3 � r pyo � m ai4 � sL�� N �� � QW: C p N d'eL r ►°�� N p Z Q � N�� LL m co � m� � n.' m ac N a N � N N {� i0 � N N r y y v r m U v x a � � ik m FW N COMFORT LINE EVALUATION SUMMARY 11 m' � r m � bi N LL m �� LL W LL� LLm m`s � Z o A Lu Z � pgc 3 � r pyo � m ai4 � sL�� N �� � QW: C p N d'eL r ►°�� N p Z Q � N�� LL m co � m� � n.' m ac N a N COMFORT LINE EVALUATION SUMMARY 11 m � W r r 0 LLm m`s u) � m O p A Lu Z U o m o 0 �Na� O � sL�� � �o;me $F � Q W IL C p N �� t � Uy U r o� N ° NJ �� Y UJ L„ N n.' lLo� � ,Q u � N N {� i0 � N N COMFORT LINE EVALUATION SUMMARY 11 a z E N �F F coo ¢g. W of (n °>o 0 o LL oz� �- -0 w W O = 8 t.. D y0- y7 U u µQµQ11 Pi ao¢oO qq� a W [] A 5 pgOp z W W m �p OZ aU�y m PIn OCOT > o m o O O r s a x is 8 t rn L v 2 zCn W J Z 'd J m � Yo- rt � •.-� N m , 'a' ---------- `� J) �W/A' O 3--:- ; v/ ------ : N W oa 0 O LL Q� Z WW � _Z 0 00 c �� _3 D) O O � w •� � a. � p i J ch Z J Z o C!) o � _ E N W "aoa wto `\ Z N O O (D LLI 9 8 E O O N r 0 m N O �+ W W N O a x 9 m V G O - ZZ O N act -` m W i0 4`1 t 5 `/ O NQ ¢ xt NYm m 10m2 O I6 { N W O Z 3 4) N f6 N O N- n O W L w m� 001 «wv `em Q N . N c N Z� O U_ Z I owNta, aN W intr+Qm O o x' oa W o wog m m m O =;; m T -.- .K..... ... (D O m d m E u, U Oa &D co U a �# mF m `o U a z E O z n i W W H Q ® � N M V COMFORT LINE EVALUATION SUMMARY 12 0 m 0 ` m 0 N C C ip 7 FZ m N O n r O `- n W io a r a o m N O O = 5 7 r f`7 •- Y Z N O C O _ N�Z N - vW a m C m Lz m E - m N m� fO mo m � C O 01 y oWt C O m oe W m O Om�� v _ � � `O N m f0 U - o m 1.� COMFORT LINE EVALUATION SUMMARY 12 m ` m 0 m m O N T ip 7 FZ m 7 � N z y$ W .moo 7 w f`7 •- Y Z O C iV O C N m O O O 0 0 o. E '' fO E 8 O C O 01 y m C O m � COMFORT LINE EVALUATION SUMMARY 12 a z � � M ¢ LL O o� r si COMFORT LINE EVALUATION SUMMARY 14 N ED N (per t0 (per L a0 V � N N z a Ln � N V ifI � � a0 m � Z N�Z� W Ec O N N N ��'� •cZm �Om � w 5 0 � O p O yµt�11 h� OZaD ��tD cc 90 rcgr N w fn a oW'o a o O� W f6 O (� 0>8 W O LL m Q.' S �° is � v W Stej_ � 3 I° � V C �Oz O = g N O U W(o m � 0 N airy U � P 8 o�O1 g 0 �tO tD Ol � ¢zo2 .qq OOH . LLyo •U l0 yO0 m �Q 2s ~ � � n r u�oo Q000 z 5 tau KOON O Y �Gx�i �OKa x���g�e4gsqy 33:�FuW3i � U Q K N O O H O4g� 9mg a � ry 4 �St�Y� � t�P�o -M� O - ��g _ ♦r/J� W "Mn b3 wig O LLJw Z r 1 V^^ `` J =gages O ^ g� W• - J LL Z Z O a O � E u- 00 D)o C O LL m w cv •- L- Q Z L = o U (� o —/ i Z W Q Z O VO U) N O Wo Z O w W m W 0 COMFORT LINE EVALUATION SUMMARY 14 N ED N (per t0 (per L a0 V � N N N a0 � N V ifI � � a0 m � Z N�Z� W � �W� N N N ��'� •cZm �Om � � N p O yµt�11 h� OZaD ��tD cc 90 N �pW oD a oW'o a o O� W f6 O (� ` m Q.' S �° is N C � Stej_ � 3 I° � V C N U H so N O U W(o m � 0 N N C C o�O1 0 �tO tD Ol � tC OOH . •U l0 v N •U �o L6 � O. � � n r COMFORT LINE EVALUATION SUMMARY 14 N � (� � Z O W � ami N •cNa •cZm p O N h� W ��tD cc 90 N a oW'o a o N _ Stej_ N U p m N O U W(o o�O1 0 �tO Ol � tC OOH . pOH � � COMFORT LINE EVALUATION SUMMARY 14 C:VMhUKI LINE EVALUATION a cn LL O m W J O T J �x it z F w M fn �zu s z LL W�mG� o F`< u UZZ � LLOFo� � w W w iii00 `Oc b i M � how z 2 e U ��luoLLo'i a 845 zauq1 a¢o � O yrcwgoq w ��. me owoo ~ � x c Z-< ¢oSoS 4 8m :o �o�o zo. a3 Ou 7 w m lo rorc.Q iti 3 H N p O U O OZ j svJ W �' LLWi> E 3 ag O w �ic1. o a �a<a m F- N Z W LO Qw — Z ,3 w 'U W ,1 Z c E O O U 'm O W a m m ° ii C7 N 1-0 (� O. y `^ CD a.��_1 I �� L 16 p O LL O Q Z w N a OLL ._ L- 0 = 0= o 0 'g o 0 U) _ F Vw wwGS CI / z LZ W �//�� VJ W joSo E� O nomW ' Z cD y tt oo U ? (n O� N C 2 C O 2 � � 1 s"� O to c Wp. ;o m >� ID W o 0 0 E Oc� N N m 'D _C � Q Z io U3 A F1 O W W F Q O C:VMhUKI LINE EVALUATION u o � � a N b M � SUMMARY 15 COMFORT LINE EVALUATION SUMMARY 16 m OOp � n N n N f0 fOD 100 N N N 100 N N N a � N 0 0 0 0 0 olr N 0 0 0 m N Q h N N N X ww2 a F R M 0 0 11000 0 0 0 m� N L N om' t�Q� � N W O � 000000 N 0 O �� O O O O Q� J O 0 0 0 0 J0 Jm3 X' QC N to ma) 0 0 N 0 O O O O l o18 w o r 0 N N N Q o� 0oz^ u- N cmo����r•mdlo 0t� F H N N O W W 100 a00 ' 00i 0 � � N 0 m t00 � a0D m O O Q! O wo82 O (n N Wk 020~ 0 U ¢ S •R V_ m M� m m r0 � � � Q' m^ m m �o N O C O p ¢Oppp u N $1Qi 1�1pon�$$$$ (] r C N t7 r L m a7 O =W= y 1' U N b � � Ci m O O lh t0 O 0N m m$ � GGC N 00 �+ rWi! Z 2 W Z 0 0 O Q 2 m a7 ^ $ m co l6 S c m lojz a W Z N � p > L 17 O j m W � � .N-• V v 2 ['� mV ;itL 0 N O 2 W W W O O ? r 2 � mrmmmo��tov�1� n 0$ ON Om � u0'1 V m c m m 5 0 0 mm 0 m 0$ C O f«@� Em l jp .c t L co m � , S xL n V 0 00 ON 000 0 0 Om l0) 0m G J G m a) mmc����vmmrm r m a J xo v m v c m o! x _ a N � a 0 0 N N N wig Q= 0 o m m p o O O o 0 � W� 0 0 r in 0 0 t7 O 27 0 m N 0 0 Of 0 0 0 Q Z m r r m m m o <.eU� mmo`"�1oQmmrm G J U N cr /W/ Z 0 >V z o U OC uJ co 0 0 0 0 0 0 0 0 0 0 0 N 0 N R� V co r r a N 'R V ppoppp00�00pp E0ppp00000 J �Z t � U m 6 O p 0 V O 001 m � H O N N� � � � � � � m co d p� W).8888 O000 ^ 01p Q N 0 NO �_ •- Q m m • � X O �� e 0 0 0 0 Q !O P7 N O W T tD Q y C r t0 � O W N Ol O U� 7 m m � � � � � � �� W O C O O O�� ���� N N O m m r ~ M �O r r W ' Y f .W■ w � N § 000 LLO] � O 0m 11000 N •p N Z _ O Q! m 'Q W 3 I o 0 0 oao oo$$^ mlgi O jN Wp��mu'rn a o��� c? O W C 01 100 M� r Q� OOD N� 000 m a m o U 0 0 0 0 0 0 0 0 0 0 0 m C 40 N m m N N C29;) alarrmm$a O � r �l0000000000�o,! r�n E � �mlpmon _�� V ami pm�$Oo1rn � 2 a00 O$ 10 N OOD y O h O m01 � `�' _ N C O p Op r Or�0 O ^^O O O O O p O O 'j � r m m0 W iA O O iR 10 m ^ 0 0 0 0 0 0 0 0 0 0 0 0 0 �m N r N N N r N Elnlnmmr�mmmm� m mw o 0 0 0 0 0 0 0 0 0 r N r N r N m 40 O m o O! .N� _j O W W F- Q °z N M st COMFORT LINE EVALUATION SUMMARY 16 m OOp � n N n N f0 fOD 100 N N N 100 N N N 0 0 0 0 0 0 olr N 0 0 0 m N Q h N N N X 0 0 O 0 0 0 0 0G0oer- 0 0 11000 0 0 0 m� N L N om' t�Q� � N Q N N N � 000000 N 0 O �� O O O O Q� � 0 0 0 0 J0 QC N ma) 0 0 N 0 O O O O O � � ��� N N N Q 100 OOD N cmo����r•mdlo N N fV V fV 0 g � m 100 a00 ' 00i 0 � � N 0 m t00 � a0D m O O Q! O � N p •R V_ N W m r0 � � � Q' m^ m m �o p u N $1Qi 1�1pon�$$$$ C a7 O � � � � m m$ � GGC 00 �+ N 0 CC 0 0 O Q 0 0 0 GGm pr Om m 0 m W � O j n Om0 W � � .N-• � � � .r- E r 2 � mrmmmo��tov�1� n 0$ ON Om � u0'1 V H1 N 0 m m m 5 0 0 mm 0 m 0$ 0 0 mmmt7N 0 0 0 � a 0 00 ON 000 0 0 Om l0) 0m Q.ei�3 mmc����vmmrm r m a COMFORT LINE EVALUATION SUMMARY 16 m OOp � n N n N f0 fOD 100 N N N 100 N N N 0 0 0 0 0 0 olr N 0 0 0 m N Q h N N N X 0 0 O 0 0 0 0 0G0oer- 0 0 11000 0 0 0 m� N L N om' t�Q� � N Q N N N � 000000 N 0 O �� O O O O Q� � 0 0 0 0 J0 QC N ma) 0 0 N 0 O O O O O � � ��� N N N Q 100 OOD N cmo����r•mdlo N N fV V fV 0 g � m 100 a00 ' 00i 0 � � N 0 m t00 � a0D m O O Q! O � N p •R V_ N W m r0 � � � Q' m^ m m �o p u N $1Qi 1�1pon�$$$$ C a7 O � � � � m m$ � GGC 00 �+ N 0 CC 0 0 O Q 0 0 0 GGm pr Om m 0 m W � O j n Om0 W � � .N-• � � � .r- E r 2 � mrmmmo��tov�1� n 0$ ON Om � u0'1 V H1 N 0 m m m 5 0 0 mm 0 m 0$ 0 0 mmmt7N 0 0 0 � a 0 0 0 0 0 0 0 0 0 0 O m n r m a dvaimrmm N � a 0 0 N N N wig 0 0 D7 r 0 o m m p o O O o 0 � 0 0 r in 0 0 t7 O 27 0 m N 0 0 Of 0 0 0 Q m m r r m m m o <.eU� mmo`"�1oQmmrm COMFORT LINE EVALUATION SUMMARY 16 a C a J g O pr 0 oC 7 w W 'o a) Q > W C �s� W a l`o o a cmi _ o W a o r $ a F F v " W N w m !`.O d p cN r J' OFW W C O m O N W _OUz O£ a) 0 y Y y c H �O ozo� U E C 7 al C a o =N iW m n Oto o D- 0 V w C.0 a=FOy�p0p0op F 2 J CX zmy O w CL m S , m C N CL r- O'sm m = �z -0 O` 3. w d n. y I O Q m z0T } UlL ?i N O C m2. m O O tel/ C �C L �.Q- Q Y la) 0l aN_ CornmN ai �•O Wda"iO' Q pCU) O aW m WaYN C- 0-0. � ON = U QQm O F- -i OOO2>a>`wO y x O—E o >, 1! m'^ �U wo O Z E mE :':,'y=•`,`�.' r1�11. . aim:: O O Zct CN w cov Y m L C C •mV .4 4i•Vm o ^° . O on C 2 -0 W h LL 0 rz 00 a Z Q LL D a d E .n 8 n >% 2 W mo E 5U V Lu U UmNmy2 00 'J l O aJoEo «L" Ey C� aC.9vno U OCO—ar O La Q v Q co a 2— J0 N d N a1 �'Rj M bO. 0 <E aE Ly Q .� L V W m a Y a 3 a Z O�� Y'a L. -'a O a' {gy{pp Nom.= - - -I- P% r1i cm NN N W L U m C `2 L NN N Nl O CD �/w. �a 7 EO NV Nrr����'NNNN v / C v WrN C•-�a- vm nnrUE aD CatinnN LN�N OOw O .2 Nw Yym m¢ O . N �cm m M .-Of CGW 1N am g•O � tO _ « V NW Eo yrn OoE a'nma LZ Ci am ;m z IL C n y C aC 3wY N N O rr N N In v! Ln u���r�NN U o g z Z Env ny y `m ani m E o N���������� O/A/ a1 o al C-1- E •- Q •Q l0 U- N Oyaw E y =2 Of CI0 012 t5 (� -. O 9 C N Nin u1 Ln L9 N r w A v O U C y m a N wlL y L o a m bNN'�?v��v�u>nnnn CL C U) �`.. U) .X a w C CO N - •- •- •- •- - O C E d� (oma a7 yy.. •a O C L{ OI N N N NLn 1p t0Nnn A Q m 0 "L xE o d a p d v_ m m N O m....a Xa m -o m Ap .v m ayia W e �oNi3----vwu�LQ - L 0, W� a� y:a. a.s `i• O C 3 O C C y� 2 C c t� N N N N �f7 Y9 u7 N N tff n yV O� Ow C 3.Oa Y FD NNNvf �n �n u� V a7 > tm QN NQ U tm col- liNyN�N-�-NNYf N�mn.N ,m E E d(ti ' -- U C am O inLn U NC =wvd -? N N N CL 0CEm cOWn NS Qa) -- --- • a o.Q (im m Q N NfV N N N v m c -X �_---- j N.�`� 7 L adaV L W LL a'aa 4 A m F- ®& N M st COMFORT LINE EVALUATION SUMMARY 17 COMFORT LINE FOAM ROOF PANELS MANUFACTURER: URBAN INDUSTRIES, INC. 224 SOUTH RIBLET STREET GALION, OH 44833 (800) 537-2807 FOAM ROOF PANEL Code Compliance fincludin2, but not limited to): BOCA NATIONAL BUILDING CODE 2006 International Residential Code (IRC) Design Load Classification R301.6 2006 International Residential Code (IRC) Surface Burning Characteristics R314.3 DESCRIPTION: Roof panels are manufacture by Urban Industries, Inc. and distributed by Comfort Line. Roofs are nominal 3, 4 or 6 in. thick laminated EPS foam core sandwich panels, joined together by SNAP -N -LOCK configuration. The 24 inch and 48 inch wide panels are manufactured in various lengths with a .024" minimum nominal thickness, grade 3105 H14 aluminum alloy adhered to each side of a 2.95, 3.95 or 5.95 thick expanded polystyrene foam core in accordance with ASTM B209. The expanded polystyrene foam core has a density of 1.5 pct. The Polycore, Snaplock panel is also available with a 7/16" oriented strand board (OSB) substrate. CONDITION OF USE: This information is limited to the applications and products as stated herein and is to be used by the code official to determine that the corresponding sunroom design complies with the code requirements specifically addressed. This product is to be installed in accordance with the following conditions: • To be used for roofs of residential patio enclosures. Table 1— Roof table showing allowable LOAD AND DEFLECTION DATA on Polycore Snaplock panels; with and without the 7/16" oriented strand board (OSB) substrate. Calculations are based on three categories: Ultimate Load, L/180 and L/240. • The minimum roof slope for 3, 4 and 6 in. panels is '/2" per foot (un -shingled). Comfort Line Evaluation Summary 18 • Comfort Line roof panels have been evaluated for use without a thermal barrier. • This data is limited to the evaluation of panels with no openings or penetrations except for manufacturer supplied skylights. • Structural evaluation of laminated panel support structures (I.E. existing structures / stick -built additions) other than the Owens Corning SunSuiteTM Sunroom structure is outside the scope of this data. • Use of Comfort Line Roof Panels in conjunction with interior ceiling finishes is beyond the scope of this data. Table I Comfort Line Polycore Snaplock Panel With and Without OSB Substrate LOAD & DEFLECTION DATA PSF calculations represent Ground Snow Load MECHANICAL PROPERTIES OF MATERIALS USED ALUMINUM SKIN - 024 Alloy 3003 H14 D=165 PSF E= 10x10` PSI F,= 20.3 KSI ULTIMATE 16.7 KSI YIELD Fv=13.8 KSI CORE - EXPANDED POLYSTYRENE D=1.5 PCF E= 320-360 PSI G= 460.500 PSI F,= 40-50 PSI Fv=18-22 PSI ALUMINUM EXTRUSIONS -ALLOY 6061-T6 T=42 KSI ORIENTED STRAND BOARD (OSB) MR= 644 PSI E= 7.24 x 102 PSI NOTE: E= MODULUS OF ELASTICITY B --BENDING G= MODULUS OF RIGIDITY V= SHEAR F= ALLOWABLE STRESS MR= MODULUS OF RUPTURE T= TENSION Comfort Line Evaluation Summary 19 3" Polycore•Snaplock Panel 4" Polycore / OSB Snaplock Panel i 4" Polycore Snaplock Panel 6" Polycore Snaplock Panel Ultimate Projection Ultimate L/180 L/240 Ultimate Load L/180 L/240 Ultimate oad L/180 L/240Load 10' 70 sf 20 sf 15 sf 85 sf 27 f 20 sf.75 sf40 135 sf sf 30 sf 11' 60 sf 17 sf 13 sf 75 sf 23.5 sf 18 sf3f 12.6 38 sf 28.5 sf 12' 50 sf 14 sf 10.6 f 65 sf 20 f 15 sf12 16 sf 35 psf 26 psf 13' 44.5 psf 12.2 psf 9 psf 10.2 59 sf 18 psf 15 psf 13.4 psf 1 99.75 psf 31 psf 23 psf 14' 40 psf 11 psf 8 psf 12 nsf 53 sf 17 f 12.3 sf 91 sf 28 f 21 sf 15' 33 sf 9.5 f 7 sf 43 sf 13.4 sf 10 sf 78.75 sf 24 sf 18 sf 16' 25 sf 7.5 f 5.8 sf 33.5 f 10 f 8 f 65.5 sf 20 f EI5 sf PSF calculations represent Ground Snow Load MECHANICAL PROPERTIES OF MATERIALS USED ALUMINUM SKIN - 024 Alloy 3003 H14 D=165 PSF E= 10x10` PSI F,= 20.3 KSI ULTIMATE 16.7 KSI YIELD Fv=13.8 KSI CORE - EXPANDED POLYSTYRENE D=1.5 PCF E= 320-360 PSI G= 460.500 PSI F,= 40-50 PSI Fv=18-22 PSI ALUMINUM EXTRUSIONS -ALLOY 6061-T6 T=42 KSI ORIENTED STRAND BOARD (OSB) MR= 644 PSI E= 7.24 x 102 PSI NOTE: E= MODULUS OF ELASTICITY B --BENDING G= MODULUS OF RIGIDITY V= SHEAR F= ALLOWABLE STRESS MR= MODULUS OF RUPTURE T= TENSION Comfort Line Evaluation Summary 19 3" Polycore / OSB Snaplock Panel 4" Polycore / OSB Snaplock Panel i 6" Polycore / OSB Snaplock Panel Ultimate L/180 L/240 Ultimate Load L/180 L/240 Ultimate Load L/180 L/240Load 4"101- 150 sf 22.3 sf 16.7 sf S-' 165 sf- 24 sf 1sf 187.5 40 sf 30 sf 11' 135 sf 19.5 sf 14.9 sf 147.5 sf 21 sf 16sf 170 f 38 f 28.5 sf 12' 120 sf 16.7 sf 12.6 sf 132.5 sf 18 sf f 152 35 f 26 sf 107.5 sf 15 f 11.1 sf 12.25 s 16 sf 12 sf 1013' 4 31 nsf 1 23 vsf 14' 95 psf 14 psf 10.2 psf 112.5 psf 15 psf 11 psf 132.5 psf 28 f 21 psf 15' 77.5 psf 11.1 psf 8.4 psf 100 psf 12 nsf 9 psf 114.5 psf 1 24 psf 1 18 psf 16' 60 psf 8.4 psf 6.5 psf 87.5 Vsf 9 psf 7 psf 107.5 psf 1 20 Dsf 1 15 nsf PSF calculations represent Ground Snow Load MECHANICAL PROPERTIES OF MATERIALS USED ALUMINUM SKIN - 024 Alloy 3003 H14 D=165 PSF E= 10x10` PSI F,= 20.3 KSI ULTIMATE 16.7 KSI YIELD Fv=13.8 KSI CORE - EXPANDED POLYSTYRENE D=1.5 PCF E= 320-360 PSI G= 460.500 PSI F,= 40-50 PSI Fv=18-22 PSI ALUMINUM EXTRUSIONS -ALLOY 6061-T6 T=42 KSI ORIENTED STRAND BOARD (OSB) MR= 644 PSI E= 7.24 x 102 PSI NOTE: E= MODULUS OF ELASTICITY B --BENDING G= MODULUS OF RIGIDITY V= SHEAR F= ALLOWABLE STRESS MR= MODULUS OF RUPTURE T= TENSION Comfort Line Evaluation Summary 19 Comfort Line Evaluation Summary 20 m VA �j > N O LL C14O N ,. N N N N ct N M [� i W O N N N N N M N i. 00 C N (V N N C .-+ O, .-- N v o kn o 1-4 o M n N N M Q, O Nei N N �D N cq - - - - - - - - - - - - a x o a O a a ►4 U►.a =SOON at, a > O _� -- M 1 00 1 O 1 (V 88 r*- C4, C,4 -O 00L O U- o NN A •-, N N N OA �+ a a C13 Ngo oM 5 �" G O o O N N M N 00 O N N N r- -- O, .-- N , �G , 00 •-+ , O N M��o G O t O 01 M-- > O , 01 N r- 00 N -O r- N O \O CT LL N N O A , ',o l 1�1 4t r. N r� o '- 00 .r 0 N a) �o r- kn (3, M v) 00 a M a a a CA t .. -4 C O, M 't r- \.O N M 4 �I N V O F-+ k N (nMl 01 kn 00 kn r--� N a �, -E ON a ;t "t� ►� �,�� a F- F-� 60 'IT 00 O \O Q, Wn 110 00M -+ M "D o��� Z a M"t�'c Mqr "t 110 M�r\o - Comfort Line Evaluation Summary 20 Cathedral Ridge Beam Selection Guide Overall Widthof -• ®mmmmmmMmm®OMmmmOmm m■■■■■■■■■■■■■■■■■■■ ..®■ ■■■■■■■■■■■■■■■ m■■■■■■■■■■■■■■ ■■ m■■■■■■■■■■■■■■■■■■■ :m■■■■■■■■■■■■■■■■■■■ m■■ ■■■■■■■■■■■■■■ m■■■■■■■■■■■■! OMEN 30 PSF Snow I Overall Width of Cathedral "B" wall 6" Beam 12" Beam Overall Widthof -• ,®mmm®' mmmmm®Ommmm�mm m■ ■■■■■■■ ■■■■■ m■ ■■■■■■■■■■■■■■■ M ■ ■■ ■■■■ ■■■■ ■ ■■■ ■■■ ■ M■ ■■■■■■ ■■■■■■ ■ ■ ■ ■ ■ ■ m■■■■■■■■■■■ ■■■■■ m■■■■■■■ ■■■■■■■■■■■■ Overall Widthof -• '®mmmmmmmmmmoammmomm ®■■■■■■■■■■■ xceedsNFax1mum m■■■■■■■N■■■ Structura Limits torSmge ON m■■■■®■■■■■■ Beam Construction ■ The charts at the left of this page should be referenced for beam size selection (beams are available in 6", 8", 10" and 12" depths) based on required beam span (measured in "Beam Projection') and overall Cathedral "B" wall width. Use the appropriate chart for your local Snow Load requirements (see top left comer of chart for reference). Example: In a 30 PSF Snow Load region, if constructing an 18 ft. Projection X 20 ft. "B" wall Cathedral sunroom, an 8" beam would be sufficient (See Arrow). Beam Specs. 0.19" 3003 H14 Aluminum Alloy Laminated to 2100 F1.8E Grade Dimensional Lumber. 4 PN overall construction: (aluminum / lumber / lumber / aluminum). Lumber Specifications: Repetitive Member Uses: 2400 Modulus of Elasticity "E": 1.800.000 Tensile Stress Parallel to Grain "F" :1575 Compression Stress Parallel to Grain *F":1700 3" Double Laminated Dimensional Lumber Ridge Beam �► Cross Section RAluminum Skin Comfort Line Evaluation Summary 21 11 11 I ^7 00 - �� na j1 -Ar'' �✓/�� R Comfort Line Evaluation Summary 28 11, CEO PP,QFF Ita NG14eggSSj 6683'P V, AIgY j 5 20p1 'rLYN ROBERT L MAKEEVW c� K V I' 708D REGISTERED � L 4= °• 05536 •• • O EXPIRES Comfort Line Evaluation Summary 29 • KE a� UR Na 4\` ,�p Comfort Line Evaluation Summary 30 aW 1