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Building Permit #811-12 - 600 FOSTER STREET 5/10/2012
Permit NO: BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received 6-'/0 ® J�— Date Issued: IMPORTANT: Applicant must complete all items on this page TYPE OF IM ENT ❑ New Building VAddition ❑ Alteration ❑ Repair, replacement ❑ Demolition /V rz �. I0 " PROPOSED USE Residential ['One family ❑ Two or more family No. of units: ❑ Assessory Bldg ❑ Other Non- Residential ❑ Industrial Q Commercial ❑ Others: DESCRIPTION OF WORK TO BE PREFORMED: Identification Please Type or Print Clearly) OWNER: Name: ka T— ►;K is Phone: q7F— ire 3-d oo6 Address: E -I 7 s` o r� KA ARCHITECT/ENGINEER--, R i cl 7-9- i';6— Phone: -,,569 Address: Reg. No. 3 Y' FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. y+: Total Project Cost: FEE: $ Check No.: f / Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund d Location�OIJ 0 No. d 1l' /Z Check #&U 25291 Date�2-- TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee s- Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Building Inspector '►_ Plans Submitted ❑ . Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans V TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. Q� Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED PLANNING & DEVELOPMENT ❑ COMMENTS DATE APPROVED DATE REJECTED DATE APPROVED CONSERVATION ❑ �'%�_ 02 /? DATE REJECTED DATE AP VED HEALTH ❑ % XCOMMENTS 02 7--, C- 14- 1-Y �1 Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Conservation Decision: Comments 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 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 - c3 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 ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy 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 o 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 4) W Im E�� v u o w° a cin o 00 w° a�' U ro w a°' co w 04 W :5 a°' C/) w o w rA cn Q cn W Im E�� v E a y :O 0 t/J C W cm m C! m 0 cm e CD t O Z O J CD LM I C 'w O ■� ca Q .E m m CLCD CDO O d a' CM< c.0 Cc P J .� .—j O CD CA C z CD CL C.3 CO) O C c ev � d CO) G o \: O 7 L O y 0 C. C �A ev e EQ 'y:..� Oco 0 0. GO C O o CD CD sL.C y ®m j�_ y \; O y m 3 c C 1p i y CD 'flO ' n . C V L �l cm o e d C � y V O. e o a o o : 12 -.CD _ (D:ma oo dOH W C 'O Z vi Loa o s Go LU V Lx cm ® p m'.0 C C* n m. o-0 .0 OM= = _ �A.-ai (p m E a y :O 0 t/J C W cm m C! m 0 cm e CD t O Z O J CD LM I C 'w O ■� ca Q .E m m CLCD CDO O d a' CM< c.0 Cc P J .� .—j O CD CA C z CD CL C.3 CO) O C c ev � d CO) G Energy Code: Location: Construction Type: Glazing Area Percentage Heating degree Days: Climate Zone: Construction Site: 600 foster rd north andover, MA REScheck Software Version 4.4.3 Compliance Certificate 20091ECC North Andover, Massachusetts Single Family 11% 5322 5 Owner/Agent: RLI Corp Desig nerlContractor. r JE..?... res;:a;x•::.. �:.:.::, r:y;;.,;;ox:act:a:;<a>:iso;::e-•:i¢�ir8$:r::::':�i#-iso;:-,:::.<:::?a.4i<:3;:u:i'>:�:J:::u:.ii:i::c�:i:�:i�:;?: Compliance. 2.0% Better Than Code Maximum UA: 147 Your UA: 144 The % Beller or worse Than Code index ranacts how close to compllarce the house is based on code trade -a0 runts. It DOFS NOT provide ar ostimate of energy use Or cost relative tb a mhimum<ode home. �etung r. mai ueuing or scissor truss 1484 38.0 0.0 45 Udall 1, Wood Frarne, 16" o,c• 1136 19.0 0.0 61 Window 1: Vinyl Frame:0ouble Pane with Law -E 125 0.300 38 Comph'ance Statement: The proposed t:uilding design described here is consistent with the building plans, specifications, and other Calculations submitted with the permit application. The proposed building has been cesigned to mee. the 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in'he REScheck Inspection Checklist. Name - Title Signature ................................................................................................................................................................... Project Title: Data filename: Untitted.rck Date ............................................................................... Report date: 04;10112 Page 1 of 4 Z'd 66bZ-0L9-2L6 daoo Al REScheck Software Version 4.4.3 �,. Inspection Checklist Energy Code: 2009 IECC Location: North Andover, Massachusetts Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 6322 Climate Zone: 5 Ceilings: Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above -Grade Walls: ] Wall 1: Wood Frame, 16" o.c., R-19,0 cavity Insulation Comments: Windows: Window 1: Vinyl Frame:Double Pane with Low -E, 1 -1 -factor 0.300 For windows without labeled U -factors, describe features: #Panes — Frame Type Thermal Break? _ Yes _ No Comments: Air Leakage: ] Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings In tie building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ] Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and fn openings between Wind owldoorjambs and framing. J Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer Is installed to maintain insulation application, Wood -burning fireplaces have gasketed doors and outdoor combustion air. ] Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Building envelope air lightness and insulation installation complies by either 1) a post rough4n blower door test result of less than 7 ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier. Installed on outside of air -permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceilinglattic: Air barrier in any dropped celling/soffit is substantially aligned with Insulation and any gaos are sealed. (c) Above -grade walls: Insulation Is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation Is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing. or sprayed/blown insulation extends behind piping and wiring. (fl Corners, headers, narrow framing cavities, and rim joists are insulated. Ig) Showerltub on exteriorwafl: Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U -factor of 0.50 and the maximum skylight U -factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. ............................................................................................................................................................................................................................................................. Project Title: Report date: G4f10!12 Data filename: Undiled.rck Page 2 of 4 E*d 66bZ-OL9-8L6 djoo •1'�•y Materials Identification and Installation: 0 Materials and equipment are installed in accordance with the manufacturers installation instructions. C] Materials and equipment are identified so that compliance can be determined. Cl Manufacturer manuals for all Installed heating and coolirg equipment and service water heating equipment have been provided. ❑ insulation R -values and glazing U -factors are clearly marked on the building plans or specifications. Duct insulation: © Supply ducts in attics are insulated to a minimum of R-8. All ober ducts in unconditioned spaces or outside the building envelope are insulated to at feast R-6. Duct Construction and Testing: 0 Building framing cavities are not used as supply cucis. All joints and seams of arc ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of :apes, mastics, liquid sealants, gaske:Ing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 1818 and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a con:act lap of at least 1 112 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating al less than 2 in. w.g. (500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1) PostconstrLction leakage to outdoors test: Less than orequal to 102.1 cfm (8 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (Including air handler enclosure): Less than or ecual to 153.1 cfm (112 cfm per 100 ft2 of conditioned floor area). (3) Rough -in total leakage test wish air handler installed: Less than or equal to 76.6 cfm (6 cfm per 100 ft2 of conditioned floor area). (4) Rough -in total leakage test without air handler installed: Less than or equal to 51.0 cfm (4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Where the primary heating system is a forced air -furnace, at least one programmable thermostat is Installed to control the primary heating system and has set -points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. C) Heat pumps having supplementary electric -resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating bad. Heating and Cooling Equipment Sizing: C] Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. E] Forsystems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical andior Service Waver Heating (Sections 503 and 504). Circulating Service Hot Water Systems: O Circulating service hot water pipes are insulated to R-2. O Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is no: In use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are Insulated to R-3. Swimming Pools: D Heated swimming pools have an onloff heater switch. 0 Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate wrthln solar- and/or waste -heat -recovery systems. Ij Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site -recovered energy or solar energy source. .................................................................................................-............ .................................... ............ ..... ........................................... ......................... ............. Project Title: Report date: 04/10/12 Data filename: Unttded.rck Page 3 of d b'd 66tbZ-OL9-8L6 daoo ' 1'1.�j Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed fighting fixtures can be categorized as one of the folrowing: (a) Compact fluorescent (b) T-6 or smaller dlameter linear fluorescent (c) 40 lumens per watt for lamp wattage <- 15 (d) 50 lumens per waft for lamp wattage > 15 and - 40 (e) 60 lumens per waft for lamp wattage > 40 Other Requirements: C] Snow- and ice -melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature Is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature 1s above 40 degrees F (a manual' shutoff control Is also permitted to satisfy requirement'c'). Certificate: O A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R -values; window U -factors: type and efficiency of space -conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of :he circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Buildlno Department Use Only) ........... ................... .................................... ................................................. .................................. ................. ... ......... .......... .............................. ....... ...I...................... Prosect Title: Repon date: 04/10112 Data filename, Untitled.rck Page 4 of 4 g'd 66VZ-0L9-9L6 daoo , j,j,�A �N 2009 IECC Energy r Efficiency Certificate AYa1Y.hYMV.b� ��5...:<«i:"^;'.e.y»,vi n.*r�w:oy�..i n ...»Y.a•Yl�v/+}}•a: ,...w �•%ixS'.':YfE'i •J':yi<$:. a .�:Y.�v •�'/.Yi.::C'S i i i:+�,. 11? .''�. �;'i, X:ii's i ft5�?6f�; <� •.o$>;t:jt�?�}�, >.:�3:g��'..'?�:'.o}i jib;:%,...-� �: ,...•> ',, syy''; nY�:`iW.�y:;}y::ry:::>;.'Fu:.ri%Y'i. �'? .::L4' � y X�.yi�e }:lJ!:� S::v'.{:.: Y> .'l�f::gl.�i!t :..: ;.1i >`.,�:c.�..i�,s�' .. =��::a,;.,:x� ''s4•"s.`s':' �,'.ms ;�,;�,:':> ...?se Y> •=, �FEE"';y 'z:. r: G;:::s ;°;.s<;;..�r:<: ssii;>Y'l.D+'.4orri'�::i�:i��s;YXsr:•. R•..ir§�t�nr.:c?',&.u4tid>w:,}ns.}.:y.�..•,..'...•Y.: �C;ar.•:br.,cFF::��:. f:4..44S:t ,.ryy.l Ceiling ! Roof 38.00 Wall 19.00 Floor ! Foundation 0.00 Ductwork (unconditioned spaces): Window 0.30 0.28 Door ?:�4:n�:if�'vt; •E: n:t•Sw}�� •.>-♦K:ia�:i•v ::�'.. .,..:�.'�;$'�� • .iS.. ,kEB S ^'�:f..> :: 'vl::?<�: •�C.., : 3 � ! :r.•:.a4•y�:;•�.�..r�3i:Eo:>.�;'ti��i.:.,....v.,E�:t'1�..Er��f?:,R::.':'�ik<'r.:..a..:��.a:%:sir:#�:sz`�E`s� Heating System., Cooling System: Water Heater: ..{,n:}gsxoxasv'•.• :i yi:�:xr,.xx,:ow,..v:.y;:.ru:4»::»"„ ':iic::%siui'.:v.:...u.o..,. �::ysn:ii:'+':: :�:. c::•.., :�:ik�%��.: S..s .R<�::.?;sf:�<:Q ;,:n':h<csix:isi���:�t:�.-iii..:6�+.•}�:.a::w•:;-�i�i�$.yi:#:.'?c;.. �::`L••.:;:yGF.hsrx;Yi. Flame: Date: Comments: 9•d 66VZ-OL9-9L6 da00 .I.l.�j 1 �'d 66t Z-OL9-9L6 /-97�- L 7 -RC) - djoo •1•1•�j /°a3 �. $�,ird.Ilf Budt�irr.; COnstruc Tory License: CS 58839 ROBERT L INNIS 3 LORRAINE TERR BILLERIC-A, MA 01821 ('ommissioner ��*ufafi(»tti airtl St ��,tt��'�I� ��e.�vis®��. Lrrr�rase N The Commonwealth of Massachusetts Department of IndustriqlAccidints Office of Investigations qu 600 Washington Street Boston, MA. 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Ledbly Name (Business/OrganizatiorAndividual): Address:_ Y 7c5' I?a slt, . City/State/Zip: & it a,, I CA, Phone #: 9 % 7 — de* 3 -- 6 ® e ib- Are you an employer? Check the appropriate box: 1. R1 am a employer with 4. ❑ I am a general contractor and I employees (full and/or part-time).* have Hired the sub -contractors 2. ❑ I 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.] Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑'Building addition 10. F1 Electrical repairs or additions 11.❑ Plumbing repairs or additions 12. ❑ Roof repairs 13.❑ Other 'Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. I Homeowners who submit this affidavit indicating they aie doing all work and then hire outside contractors must submit anew affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy information. I am an employer that is providing workers' compensation insurance for my employees Below is the policy and job site information. Insurance Company N Policy # or Self -ins. Lic. Expiration Date:, Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Y do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct. Signature: Date: Phone #: Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other - - - Contact Person: Phone #: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, • express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a j oint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced -acceptable evidence of compliance with the insurance coverage required" Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." ` Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub -contractors) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (ifnecessary) and under "Job Site Address" the applicant should write "all locations in (city or town)" A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance. for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Mossachuse"tts Department of I dustrial Accidents Office of Investigations 600 Washington Street Boston} MA, 02111 'Fel, # 617-727-4900 oxt 406 or 1-577�,MA.SSAFB Revised 5-26-05 Fax # 617-727'7749 www-mass,gov1dia t SilentFax 0 Jackson May 09, 32* 07:00 From. Cindy Miragliotta To; 19766702499 2/ Is /- ,el 7- 9G q—oc�z� L�L MITek" MiTek USA; One. tdS1544arth Outer Fodycri;&_ Ute 300 Chesterfield, MO 6X77.5746 314434-1200 Rc: 637727 JACKSON/INN 1S/10RD AN The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the- parameters provided by Boke Structurzl Solutions. Pages or sheets covered by this seal: 11101974 Ihru it 19758 My license renew -al date for the state of Massachusetts is June 30.2012. Lturlber design values are in accordance with ANSVTFI I section 6.3 These truss designs rely -on lumber values established by others. May $,2012 Fox, $les e- ne. seal on these drawings indicate ac eptance orprofessiorral enginccring responsibility solely for the truss components shown. The suitability and use of this component for any particubr building is the responsibility of the building desio mer, per ANSI/TPr 1. 6 • d 66t Z OL9-9L6 dioO * 1-1'2j r SilentFax 0 Jackson 6!d-- kw,,fAE_ate W2 ii May 04, 12 07:00 From: Cindy Mirag))otm To. 19786702499 7.2sn _> _r .......... r - --U5- _... - V-A n ' b•S•= Q•:- a -I'' 385 OS6 luc - aaa -!y6 - JXa li 4/15 ng01sra9 pm Tun May Gh!0.4'1' 157012.1 Paas' !AK, e 5 Colas 1150 REACTIONS WSr2l):=s7E8lCr5S it7ti C 3-M maxim 1=5r(1-.: Y) H OF 'QS�S' • (<•ax;.blNti=-1d2t� 4): tom -'85;1: Sj Y ...............«... ._....... .. l�latecbsselLX�fi:.aS;1GLiioOr�Edaei......:.:-_ F'ORCE'S tlb) • MY. w1:pAM. T411. - AZ rI--.m 250 Ott er !es; ex -.W Wrw-• sfaw::. _...... - LUAt7p)G SPACING l0 ! C5t ' OtFL r ;bh L'0<_il Wd PLATES GRIP 1CtL se•0?!S1t1Immuse ;1s TC 0.63 Vel W .^..28 7-9 >999 ZE4 !.1T2D tE3lT'La (Rr�71SAetK=50.G) ym?>z1!pz:pziE ( g ! HC 1.GCr =1Q'el) w.6•, 7_9 >695 too VIT161': faun TCDL iC.t Repstrets)iC r_S ? 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No. 37868 %Was 3 -7 -?90758. 4-7-411&404. r.E-16W411 Q NOTES i-Dt f►YVYra:ASCET•05:120mph;TCDL-6.opcf:SCOL=6.0ptob=3m:CaLEI;FxpC:Gnao:et161VWFRS(iow-1110}9eblbebdXanDamC-C Free ior(2) 0.7.-12 to 3.2-12, k9eriur(1) 3-2-12to 9-7-1Z Saeti %219-7-1210.2.7.12, Werh(t; 16:712 to 514.12 gone: cwW1wcr LR Aid fight t* -Hod ' C -C'107 members 9nd NwAs 8 NIP-WRS 1pT r98C.:a116 ih0:vn', _mWiterDC?l=!.30 plate grip DO1-1.60 2) TrLU A SCE 7-0&, 14-50.0 Fs1 (11-.21 foOf Soaw1: CII e9G! p• EXP C: ?art 2"f Ex? -.1=L1 5) vno6l ceg 5w.v b5da Lave beer. conDr vlawe0 'V11s !$ESlqn. 4) A.k phRls ere W20 p.a^ ••ss unkf5 dhwwe6 Ll: `E' `'�'• 61 Tlta w,, has :een dt51g.1111 f0f F 10.0 AS( hOt'.:^. G'Ai d NYE 10ad rlM4Cx1WrW-11 W7t10t1g 04h rer=9t 61 xaC G: 3.60 by 2 sT c �r r..�y•• a rzE� -Po vada E") • ?TKs lrusa h Gf :.lea della: Rd kr c frig ia9d oiit' 0p31 On ti.e osta!rr c'r."ro in sA xcac 1•rticr a renlMglo FOX bchkau the s(dtom 111cYd avid irly ether fr:lrbars. VM SCOL 13.094f. GI'!ti r f� 1 T" tvb-s is r est -ml' t acc*dx+c: with the 2UG9 MmmAwmd Resea.t1bi Code ao�w s 11501 1.1 %.• o R602.1Z2 wo reverenced �A "�-yCr'`` s:ar•nxfd A? UTFi 5. a•) L:aagtS -rG re9 ec� usi aN for mantd10 1trro by 8C!3C atn,Msal iCItP.l:ns �� ' /� �(••� �f�-Cbw, LCAQCASE(S) gtemdard 1•�j.S ly�J�O� May 13,,2012 �� �p[Yd12r.Tiz? 712'�:r.�t_r,.v;-,c•�r�a•:..ws'!r'�1i•hi:•"1�`.S+9YT1ilibHi+):��0+'',c.�.`Ate?i•.'�:;iFn^RihS?Z.r,':M{f•T.-0.��.rM••..�7•:�i'!:uY. t a . •10tFJ" V:h`f rrf .:.`. ,>L•( »w;l �W •:M`:iC.:.::r) iRi1.4T,:: {.`M.YI :'w•Y 4i%��1%��•IT.f•1h! 1/•1%../1 dYfs6 �P 4^�:Jl t"•.,�C•i 1'1.:Y,••^ •••- St`.Xy Cllr'YC'•h2'w�-iCO•1CC_.Yl�1�r7�iP�':: rlTi):Y.'::JY.raC•�^.J:•A419rii�'�.-�2'`r:t rl a•Fc::'J v%r':•ef-r.: �'4tr..�.11.'..Ibis;'iM•:r. j kb lcrurd ::parr: vP�. ta:w`J .ss.�w.arwy AYI•<f+A`ta:rJWI�LCl•O IbSW9t04$:�ti(.vrt^_IOr..e:"�f ]:M. •MCira�l7ft d`lu` Y,f..C.Ie 1: :x. .•sOw�C-)nc bl.i l:'jl 70rSF. n.'•:t Q'MICtlIW"'.'1. ;G rA.�YrSi •Ar1SIW r`e•� 'y(ITOW MIT n'e+ID•. •�Civ7d FG :•WIC?DV:d$rd+•s'rv0:Jt . st.kll:=Z4:o2S••vA,Vr).�VY[iS9.1•a7. tfPY'•7z b•_::,41r cV,•:!r.R Ovotilf CIDCie. DSI -k/ Cod 1101 taR&)D CammmId ta5!5 y.suer, saq•,+y1e C.K SOS t11gT��a aIYCilS9'�iD11 :IL'CP>~'O i'�2•J:! w' V •^OSYeC h-`ilTt�).P1a-..&.a.1A�i 11. ^4:aSo�efk;-we?C;+^!Y)at(tnrJ..raoXe0w1' %Fi.LYAri NL'�17 __.... - .......-. aan:ex.6�,5^:«Sib.^tiRrf_:r!IrFS!t:,et;r;e4?r 6 6.d 66tIZ-OL9-9L6 daoC . j'l•21 Silent=ax @ Jackson May 09, 12 07:00 Fromr Cindy Miragliotta Tol 19785702499 fob .T.vss THOS TYPO CI1 Ply JACK50NBNWSgORDA111 633'?2T ;FINK 1 8 PMT_E125M_,9Tr0123:IC35PM eb � Bars" Sma4pW Sufy6ona, OCd.ranL he: 040oi 1.760 s Aug 25 2011 6Yrek Indusktas, s= l ue I ID2imeTTSY)MVVGDOIWLVME-LGTtVowaofnKxv B411 i, ""A ( 19.ats I r.1.16 I acro s•rs ars aoa s.e -- 7/15 scda = V60 S LUMBER BRACING TOP CHORD 2 X S SPF 16W 1.5Z TOP CHORD Stunxural woad sheat) N directly applled or 5.4.14 ae purlins. BOTy`t[ORD 2-X 4 SPF 16W 1.5E BOT CHORp, Rigid cc"dkdctty applied a IVA-0 oc bmd'g. '1'!--1Is 2 X 4 SPF -8 Nat mirek recancnends that SlabAccM and required cross bracing be WEDGE Waited during truss erotden, in acconhime w)9'. Stobilizer Left: 2 X 10 SYP M 23, Right 2 X 10 SYR N 23 IOFIfiP0L�24uW�._ REACTIONS (Iolslra) 1 -166M -S-8 {m(n.0-2-t0),6n659a5.9 (mtn.0-2.10) Mw Hoc 1.473(LC 7) blot Uplin 1=-459(LC 81, 5=468(LC Sq FORCES (ID) -Mas. C4mpJN1flC Talk .-All leroea 250 W er rasa exCW mshen"hawn. TOP CHORD t-11-•24117,702. 2-11=-2237f72a, 2-t2=213791,12-13� 18521006,1-73•-1788/B2h, 9.14.179994125, /4-1S=-19527HC8, 4-13-21331791, 4-18-- 2217/724,-516=•2407/702 EOT CHORD 12--437AB50, 7-8�1d9Y270, 74=.4911270, 9.10414911270, 6-10-1491270, 5•b -437f1850 N,1 SS 2 -e -S391429, 9 8=33719t3; 6=-3381913, 44=839!430 NOTES t7) T) Wnd: ASCE T-057 120no'. TCDL=S.0p54 9CDLsb.Opsf; h -Milt; Cat 11; Epp C; enclosed: M1h'FRS (law.Asetgable end zone apd C -C Eaiedori2) 0.2.12 to 8.2--12, lmoridr(1) 3.2.12 to B-78, Eldelim(2) 8.7.8 M 11-7-e, gdertortt )14-7.8 to 20:0.4 zone; canlllever telt and rlghl exposed:C-C to( rhembers erg (ores a MWfRS forreactiais shows; Lumber DOL -1.60 pito grip DOL -1.60 2) TOLL: ASCE 7-0S: PI --S0.0 psr (nal roof srmwj; Cetaga y 11; Exp C; Partially EXP.; C1=1.1 3) Unbalanced snow loads have been considered forihia:.design. 4) Tnic truss Bas been designed rer a .0 0 psirbouarn chord titre load rneneonartrant with any other Wa loads_ 9) - TTdc hvrsbas beer. desigrted for a rive acrd of 20.0psf on the bottom chord in Wt areas where a rectangle 3.6.0 tat[ by 2.04 vwid a tug! f! between the bottom ch" and any other members. w1h BCOL= MOW. 6) TTtR truss iS de3ig;-md in a 0ldarlc: triol the 2009 unenattgrtel fteSldelydal Code SWV*nS R=.11.t and R802,172 and reera 1 dondard ANSIIYPI 1. Tj Drawing propaed ecdusivet_y for manufacturing by Boise Strue"21 SoMiWls LOADCASEIS) Slandard tH OF A1gS � S,4c� !C;-lPRD 1. Gtr STA ;kR. t @JCTURk'L Cn No. 37866 - / _ . GIVEN F_ FOX CIVIL X0.37230 i May 8,20,12 i"PA!,)V)ff3.%-trySonignatra"te{e»andP.85fiROT65dt1T$LE6iALN12MMBDMY= R 8PACsMU-747%951,015CC=- . fid IM wMr,*n1IWok rne'emom%4 de4or Is 1x1.114 a ni, vpenperan.4 ,+.e -*%and h 1W en 6! 6Wud btft_k* cwrponvd. ADn1^_atwirW dnllinpmorne s= pvpaincorrotalm G CenpomA'smoors m1 of W11112111 daasrom-ool Iran dettgrM. 0uoom sewn fsWrteterWlaD7al0tradtktalAe7'rwaxbalca7y.A4dKcroltor0W=Ybme�ovrAcnonwduveceNwGvwdne:ec+csobweruvelai" I eieWof- Add:pin pa,rnanecu T7aC:,g alOto+"VII �t-G1Y10bij'vrc/FV.+�bIIT,A 1�e�Afayd�Jy,wL f-r9ellfd 8..4101.1-r-p.�(Oyq . two(1Catldr. lolsY Wrsicl.tp'o4e. dd0+ero.eecllC*.�tf'�OCr�•0ama: altanR�-QWMeiwad". o3nst cad 11R1aoNap cexipaneel 7•sas W. o-ae.xop, Oda. JM 7"1slr lnlwdrotlan ono'ab)e�wnyila: ►filo hxlluha•1a N• Lceliael.svl" 31ZAkw:eka VA IMP. ChaKSrAsW_M03701i rr5oir•.hcRtyre"'SPar51'DtxaabdrnsIIocsle,Atl4doo stivcadreItOwdkdlL%Wgt7a7H1 ALSCorDfaoao'C6aY'�+B- .__ ti•d 66VZ-OL9-8L6 1-0.0 ...]L�°__... ... » E•10.f0�- ._»_.._._. 'ate 7-514^ --:*^! 1.1670 1J10' Aate a7lfseis i)CY" [t'Odki 0.17-70L !1'00.15dBC1 IS -467 G4.10j 15.04 Edoel LOADINGtwat) SPACING 2.0,-0 CSI DEFL In p0y) Iroetl Ud PLATES GRIP TCL.L 5o_D Platesincrease 1.15 TC 0.6D Ven(LL) •0.19 8.8 --M 240 M720 IWM23 R�oOa(Lsnow- snow -MG) Lumbar Increase ' 1.15 BC 0.57 VenlTl) -0.27 6.8 2999 160 Repy�emI= YES !V8 0.57 Horc(TC) 007 5 Ma We !CLL O,D. a Code IRC2009TPf2007 (M.WKI 1iwtft 111 ib FT= 0'F LUMBER BRACING TOP CHORD 2 X S SPF 16W 1.5Z TOP CHORD Stunxural woad sheat) N directly applled or 5.4.14 ae purlins. BOTy`t[ORD 2-X 4 SPF 16W 1.5E BOT CHORp, Rigid cc"dkdctty applied a IVA-0 oc bmd'g. '1'!--1Is 2 X 4 SPF -8 Nat mirek recancnends that SlabAccM and required cross bracing be WEDGE Waited during truss erotden, in acconhime w)9'. Stobilizer Left: 2 X 10 SYP M 23, Right 2 X 10 SYR N 23 IOFIfiP0L�24uW�._ REACTIONS (Iolslra) 1 -166M -S-8 {m(n.0-2-t0),6n659a5.9 (mtn.0-2.10) Mw Hoc 1.473(LC 7) blot Uplin 1=-459(LC 81, 5=468(LC Sq FORCES (ID) -Mas. C4mpJN1flC Talk .-All leroea 250 W er rasa exCW mshen"hawn. TOP CHORD t-11-•24117,702. 2-11=-2237f72a, 2-t2=213791,12-13� 18521006,1-73•-1788/B2h, 9.14.179994125, /4-1S=-19527HC8, 4-13-21331791, 4-18-- 2217/724,-516=•2407/702 EOT CHORD 12--437AB50, 7-8�1d9Y270, 74=.4911270, 9.10414911270, 6-10-1491270, 5•b -437f1850 N,1 SS 2 -e -S391429, 9 8=33719t3; 6=-3381913, 44=839!430 NOTES t7) T) Wnd: ASCE T-057 120no'. TCDL=S.0p54 9CDLsb.Opsf; h -Milt; Cat 11; Epp C; enclosed: M1h'FRS (law.Asetgable end zone apd C -C Eaiedori2) 0.2.12 to 8.2--12, lmoridr(1) 3.2.12 to B-78, Eldelim(2) 8.7.8 M 11-7-e, gdertortt )14-7.8 to 20:0.4 zone; canlllever telt and rlghl exposed:C-C to( rhembers erg (ores a MWfRS forreactiais shows; Lumber DOL -1.60 pito grip DOL -1.60 2) TOLL: ASCE 7-0S: PI --S0.0 psr (nal roof srmwj; Cetaga y 11; Exp C; Partially EXP.; C1=1.1 3) Unbalanced snow loads have been considered forihia:.design. 4) Tnic truss Bas been designed rer a .0 0 psirbouarn chord titre load rneneonartrant with any other Wa loads_ 9) - TTdc hvrsbas beer. desigrted for a rive acrd of 20.0psf on the bottom chord in Wt areas where a rectangle 3.6.0 tat[ by 2.04 vwid a tug! f! between the bottom ch" and any other members. w1h BCOL= MOW. 6) TTtR truss iS de3ig;-md in a 0ldarlc: triol the 2009 unenattgrtel fteSldelydal Code SWV*nS R=.11.t and R802,172 and reera 1 dondard ANSIIYPI 1. Tj Drawing propaed ecdusivet_y for manufacturing by Boise Strue"21 SoMiWls LOADCASEIS) Slandard tH OF A1gS � S,4c� !C;-lPRD 1. Gtr STA ;kR. t @JCTURk'L Cn No. 37866 - / _ . GIVEN F_ FOX CIVIL X0.37230 i May 8,20,12 i"PA!,)V)ff3.%-trySonignatra"te{e»andP.85fiROT65dt1T$LE6iALN12MMBDMY= R 8PACsMU-747%951,015CC=- . fid IM wMr,*n1IWok rne'emom%4 de4or Is 1x1.114 a ni, vpenperan.4 ,+.e -*%and h 1W en 6! 6Wud btft_k* cwrponvd. ADn1^_atwirW dnllinpmorne s= pvpaincorrotalm G CenpomA'smoors m1 of W11112111 daasrom-ool Iran dettgrM. 0uoom sewn fsWrteterWlaD7al0tradtktalAe7'rwaxbalca7y.A4dKcroltor0W=Ybme�ovrAcnonwduveceNwGvwdne:ec+csobweruvelai" I eieWof- Add:pin pa,rnanecu T7aC:,g alOto+"VII �t-G1Y10bij'vrc/FV.+�bIIT,A 1�e�Afayd�Jy,wL f-r9ellfd 8..4101.1-r-p.�(Oyq . two(1Catldr. lolsY Wrsicl.tp'o4e. dd0+ero.eecllC*.�tf'�OCr�•0ama: altanR�-QWMeiwad". o3nst cad 11R1aoNap cexipaneel 7•sas W. o-ae.xop, Oda. JM 7"1slr lnlwdrotlan ono'ab)e�wnyila: ►filo hxlluha•1a N• Lceliael.svl" 31ZAkw:eka VA IMP. ChaKSrAsW_M03701i rr5oir•.hcRtyre"'SPar51'DtxaabdrnsIIocsle,Atl4doo stivcadreItOwdkdlL%Wgt7a7H1 ALSCorDfaoao'C6aY'�+B- .__ ti•d 66VZ-OL9-8L6 SilentFax Lm Jackson May 09, 12 07:00 From: Cindy Miragfiotta To: 19786702499 i52.772.7' 7russType OIpti JACKSON.4NNISrJOROAM Od �GaI 1 1 1A MGE E125993_3AZ0123:1a28PM 11907975' aclse Slruaunll SOFniar9s, 8hxkdarU,ME W605 Ma - rya 999 WT20 1691123 TCOL 10.0 J -.b Wilarercetwhneq BC O.t ! Veri171.1 we - rya 999 7,25OsA g2ri20:ILI,'r4bWto iml= Tue May5010.V2192012 U5. ID:s9hfnalTeYkyaUYCe11Yh95><WByEd99jIKae9A0►tmas90a.'+ taWaltk Rep Strew Ircr YES W8 0.39 Horz(TL) 0.01 14 nk Na 8CDL O Coco II4Cttla9l1P12imT 2-7-12 weigm 130 lb FT =0% LURIBER US = BRACING 5exle-1565 TOP CHORD 2 X 6 SPF IMF 1.5E T TOP CkORD Structural wcod sheathing dtteclly, applied or &U.0 cc pwrms, except OOT CHORD 2 X d SPFS No.2'cxeapi- 320 11 2309 :1 :4-22!1 X 4 SPF 1550F 1.6E a 80T CHORD e WEBS 2 X A SPF -S Ne.2 ROD 1,12 2x4 li WEBS 21 2x4 11 OTHERS 2 X 4 SPF -S No.Z t,N I! Ufi felt recornmmlds that Stablilkem and required anal besting be 9MI Il 29 I 12 33 4 I 2d )I 20 (i I 10 1 MSteYa11m1 Quids. - - 2.1 ✓ j t3 Sat 26 25 24 23 22 21 20 'w is 17 16 15 •t axe = 244 11 LOADING {pat} YCLL 50.0 SPACING 2-0 0 CSf I OCL 'y In 0� lyde$ Ud PLATES GRIP (Root Snavr--50.0) Plates increase 1.15 TC 0.11 ( Vert(LL) Ma - rya 999 WT20 1691123 TCOL 10.0 LumberMorrax 1.15 BC O.t ! Veri171.1 we - rya 999 BC,_L 0 0 • Rep Strew Ircr YES W8 0.39 Horz(TL) 0.01 14 nk Na 8CDL O Coco II4Cttla9l1P12imT (xletr&) --_... ..... weigm 130 lb FT =0% LURIBER BRACING TOP CHORD 2 X 6 SPF IMF 1.5E TOP CkORD Structural wcod sheathing dtteclly, applied or &U.0 cc pwrms, except OOT CHORD 2 X d SPFS No.2'cxeapi- end ueAkys. :4-22!1 X 4 SPF 1550F 1.6E 80T CHORD Rigid Ce Mag Eirecth applied or 10.0.0.0c bracing. WEBS 2 X A SPF -S Ne.2 WEBS 1 Rav at mlopt 7-20 OTHERS 2 X 4 SPF -S No.Z Ufi felt recornmmlds that Stablilkem and required anal besting be 1lstanad durtRg Lwm eraCBan, M amoldarlcsvrith S1at4112er RfACT1GIVS A9 aearlrgs 24a-4 MSteYa11m1 Quids. - - Qb)- UOx Harz 1=507(LC 7) Mex UPutl AA upR1 i0D 0 ufacs al)oirst(s) 14, 20,19 exwpt 1=197(!46), 21-106(LC 7), 23-13" 2), 24y131(LC 0), 25-1ssU 5,%26-265(LC a). 18=-133(11.09),17--; MC 9),16=172(LC 9),1S-_ 28Q(LC g), MxtGrav A9mcilons2SCIbrrlcasal)aW(s)14,1$ucepl1=2S4(LC7),20•?74(LC ��1OF M"ya',(1_ L7, 21=379(LC 2).2.-354(LG 2).24=205(tC 2).25=2"a2(L•C 1)• 26-381(LC 2), -Y 19=]95(LC 3), 16=371(LC?). t7=2B6jLC3), 1$�289(LC I) C� ICHARD J. G FORC9S (rb)- Max. ComplNmr. Ten. -Are forces 250 jib) arlen exaepl when xiwwn, ITA :tR. TOP CHORD, )-2=607r404,Z-27=-379A61,7.2T=�7T,:373,1-28=?d80357,i-Z9=-2871Sa�, 41 (rAUR�k•� 4-29-2114n`17, 5.29=•20?/354.5.30=•172l.46,fr30Y12or3$1,6•7a-139(405, No. 3786 U)Q 7-8-1431406, 8.31-491351, 9-31 •-1441346, 932•-36t25t vy�BS 7-20--250437.0-21=-33OM20,5-23e-3154185,2.291-32112113,0-tA-;345198, 9, )d=-33mis 12.15=-213f st 0118-r NyTES (11) •VNQL 11 Wf4d ASCE7-0S;120mph; TCDL--&0psf; SCOL=6Apst h-351.; Call, Esp C;vMbsed; M41¢RS (lo arise) gable end zxe and CC Eclerior(2) OC Oto 3.0.0, Interior(f) 304 to 9.742. ExtetorM9.7--12 to U-7.12, Herar l )15.7-7 2 10 21-1--2 Lorre; c*riEem ;eft and 1,l!H OF pep right axposed.;C-C for them bars and forms 811WFRS for rearlImu shown. LtmOer DOL -1.50 Piste grip 00L=1.60 �y7F 2, Tluss designed for tviRd leads in the plane of the truss ony. For studs exposed 1a vrind (9armal to the face), see Standard Indu*y Gable End Lulls as appficstrta. or consult qualified tadld'ng designer as per ANSMI 1- STEVEN E. � 93'TCt.L: ASCE 7.05; Pl--M.13 psi (Aat roof srHW4: Category g; Exp C, pudal;y Exp.; CI=1.1 ( o, 41 Unbatartced snow bads have been egnstdsred for this dasig0. civic. 5) Al plates are 1.5%4 MT20 unless 92m vise inefci eed. 61 Gable retpiras c w1bluoas button chord bearing. , 140. 311240 71 Gadestirm s wed at 241 -Der: 8) Th Is Lusa, bas been deskned fot a 10.0 ps(boeem chord tine load nonconawroM with any other Ewe loads, X31 ••• Ep6 9) • This -tmss hes baron deslanod for a We load of 20Ap3l on the.botiom chard InaB areas %01010 AMclariple 36.7 tal by 240 wide mit ft between the bolbam chwd and wy Other membera. 10) This in= is designed in a=ordarlce vMh the 2009 Uttmebonal Ro3idenUal Codesec tons 8502.11.1 arld R80,2_1 D2 and re(otenad standargANSIRPI I. 11) Ora" propceed excws(vety formatatacbmiq by Batu Slnat:tray S4Ldlans A21y 8,2012 tem�+01tG •tt,;}�ct�:panlrmr ecraartaenAro7tsdo)vrres 4rmatuvodakruxltcsreEt47onr� 1 3e�',nvatalartae 0"wtnovet ovamlv%Ina C"Galllmed"t9m POra1lelen L4Qw%, and itfcranxd uollx bdngrwrrFonmH. arQ>I APa6wla'7i / of Eadg+�•r'a'm and r+uaEv hoeraoi0llendea^�Potisl H rteprmWlC a1 twrClOi Aot�rv. nal hvadespnar• 8+ee4YJ 1ho.Y� kkx101eros�upp«I�eviwdrx•.r_•t:me,frxariy. �tddtdarrapters{iciw, tr�tYttahareigt9Cgadry.caraYuc9mlhlL.rey:ar�'otayotaa RL-k- latelvirkmm"a avabbifillK'63044A1mcrA6v.V223lk 0-.ayfohb tom S,cla Pl6Y.a tnO'_ala tat fl'wShu•.'W'ta 712, rr�crcrw. VA2Zjl 1. RSaoltlle!n i� i9'ra'SaC11010ber1s sp!,uteyL9lt Eel;Gn rafsot ere tbr<ae efFtep,Yt1:.31UIM] t>r rtLtt: or9raaoaedtip SSwB � a,tro urns Z•d 66VZ-OL9-8L6 dJoo •1-1•2j U SilentFax @ Jackson May 09, 12 07:00 From: Cindy Miraghotta To: 19'86702499 3/15 3;,824 P . _..................- )4 not„971t1 DF�xa. AtF rACGt; -- •"- • • ° sllaJ�` 7.ZffisAua:::OlfArTet4tsutlies.6ra Tut:t1Wy08 ti!.s'h161s I-(sTit1'aY7fiT47F.�: re,;i=-xG•: L't�:7okn3rnLxyFSB.ti --------- 5,0- -to ,a= S-vlx- t:Y,t Mt II a,t6 LOADIN6r - ---j.-.._�_... i ... :Fat SPAC,h`G Lid MOOT a'ht•-50.8i I Fkh--T rsr4tgc 1.15 TC 494 vcq(L') TCM 1c.? LUm»r: increase +es't OCILC, 3 • Rep. Ucss>-r +F: WRI 0.72 tivS 1Qh i Ce IFC701L1Ft?1tC7 Sltxxt,c) ycr�( _ WA,BER -61xz. TOP C -40&;r _- Y. $ 3PF 1551.= •. BRACING .SE ny7C.a"i::1 2,X;.SfF{f:i:.2 t4rga' TOC Ci1." e�T GCS ^vNuY2i i6a6F 1.5E vitas F. X 3 spr-s h;o.2 a ►4E�5E nre Len- 2 x 12 SSP'•.• 27. Rrt:L 2 )(1r SYP 16.3 REAL` -NS (Ib:Wel T=T52SQ-5-$ tmY. C lay 5-182SMS a �H"Jo. C•i!1) 6Lsx �-_- .:=.5'. a;LC w) Mat L`rs'r I -iu.LC 0j. S�jv}S{C¢ 9i Fi' = T:E FORC68 pet- MU- CranF AA4IL 11, lM - Ac forCTLI i;a C,=,* or rets escgt Wfw,, 5•.-Wg:.• T.o?G110R•7 1-1T-M431755,:c-12-2.M, 81 2.1�z225A?04.:-13-•-23i88aa :St4•-'.1341S7J, :t•14�•t958i89a,8.Ta'�+iL.CI?i.� t5•to=.?74h!87P,4.T6t•235�v�S+,;t-17r-223Tt:6i , c• f t:= -e4841751, S,as-2ti�p,:?rl SOTCwjA,) 1.8=4761iG40.7-a=16W1394_]-7a.162;1Z14.9-'G=MA334.610=16711334, meS 28=-7,Gr461.3.a�5s9NCM8,3E=3Sr11020.46-YM459 ............ ..._-?43b ............. .._..S3e1 .-......»............. 7�• ... kv...._..-..� � 7.09 a yt Me) Well! Lid � PLATES. GRIP -P-2a s e9 zaa a��rz3 -61xz. 1:.39 8.8 r759 100 �•� a :Ya nre ifvulr,t. e12 tE Fi' = T:E S6ve✓e- mord sheahrky dsrec& gW;•cd Cr &-_ Ler-_ Ft:r'J33. FtVV oer?y r "-.Vy apptixl at x•2; :c YaCrq. �........... ...__...........__....._. _..........---•..........-- S:evx t:r!,-tom Rra y-WpgrC,fS an.re7::Fe: aMs5 r.("t C! irstalod -P r:113 tnew *Mow, � Cs rrrfOL 8F8Epaet �lnsta�z, ��•...._....... _... ... _ NOTES (7)• 1) YAnd: ASM 7-bs; 1201ugl; TCOLIG.Oyaf; DCOL+E.Opsf:11a351r Cat It Exp C. enclosed; MYWRS 0arFlise) gable end ;UAC ald •^,.0 Exlefior'4 "-12 to 3.2-12, late, i0g1) 3-142 W 5r7-,2, Exte: "Z) 9.7-12 to 0.742. IrWw,,)1%7-T2 tO 224-12 zone; cardaeucr left a^d rtOht e*asad ;f• -C for(nembers and i4rces B 1t1 AFRS farfaaclprrs alta .n; Lumt�r Ot?L=t.60 Tate Ar1F OCLYI.GO 2) TCL, : ASCE 74;5: Dba53.4➢s1 flht typJv4W{; Ca"Cul-1) It Exp Q Partially Expz Ct=t .1 3) Uftb„hnrod 11101v 109115 hair9 been Lmsidtrud fw rhl.^ :irr3s _ 4) This truss h.•1s �Gca doE193arl rM a '-0-0.9-f bottom 4:4 rl litre ia9d u0rmIX,ert:rlyd V Al::n+o1 I -F rr+e loads. S' : fila ttt se Stas aeeit Ec,yrerl W INtr rte6 ofs0.0ust oft a =12M si>rru L•t idt seas wlxte a ?eQalrie 5 8 0 til) tri [-0 G wide,Ydi (, bGt.� : the VMS= c:wd and anyatnw_ ir*rntumt.wX, RCrL-1G.Oyar, s7 Th:a trr�s k aesi"ed in s=dare a -ah the 2= L.•3emat4m^aW R_ t:en4a1 C tee sesnats R"rl2 1.1 and A807-1 Qi a xt mk+renr rid Star -at' At:SYTW 1. 7) Orarri19 r &Pmd V=!as'Jy10, tta :u!acictirg br Boise S:MJ:aal Sciu:tcns LOADCASE(s) Stwxdi" Rs�a,`s.�.:<Ri.�•.vaA�ljay�^.1rEragr�.YQ:isrfn?1!'1il/hr3.Y:t:l+4T.).tf.'Y�•T.'6''PY'$Rci•Ph=??r�Dd$�3t7S7< 8 nz v: ^r+s�7e•va;E fcr.ns=^h •:?fkT«^��•s. -z Cea^.r.:rLv+eO x�Fwo:•osc�a;mi�:a_ario r:r ¢^_ �'fd:•an b'r 13 �� c"..>C. a�icvt:.o't;{F'•tssx5�osrsx_r�:r�4:�.:.•�vr:a�-nl irr'el!y cG:3'r.±r.:_ a:w lahr a:.nn r,ar. whr^.n�az T* -Q I.*.erre: s.ea d::•s�7.:r�gs}c�rN t: -I- IG.M.'..,:On.�•!G•r•CSS.J APSV.•r:m rQTaaai o•=•is1 a YA7C•JD!'a'✓H:i19:'••�CY.,:iR1i:lO.•R.F=rµ�'yef pf-`h, g Gr 4dl rax �w�-t�:f9•'�:-.o-�F:•'f t'!t+►ro dfil-. iva (.;n..•.o1Vcr-cR4 ra�raeN ;'�kx`: lltvT:AyaCr.'res:as.^e_e'ar-y_elr:iunaatzcs�:.a"m.ii AHSIrtm1Qv4RjCALM%0ititand"a0A1b,0't=vftsN s0x?r i�er.+�e!o,•ec4:.r_:rout.u!;v.�..•nlxr.:e.i1v::.;:-,e_•_w/s..rt.�..r....a_.�; e-,., Z 4•'d 66VZ-OL9-9M i OF Af4 8s" H;MD T Gam: STA jR. JCTURR 1.37866.1_ STrvrju c FON C4111. kJ. 3?24i-. MEOW eMslersre. M� 6.1,r? djoo 'x'1'21 May E1,2012 SileneFax 0 Jackson May 09, 12 07:00 From: Cindy Miragliotta Tot 19786702499 9115 442 }e.8 4-C-10 2.11.2 - 2.1 1.2 FACE OF TRUSS STRAPPED %MTN 2tt4'b SPACFD ®04' O C. TRUSS DES1CNED FOR WHO LOADS IN THE PLANEOF THE TRUSS ONLY. am N 6 Ply JACIM0NmON1MJ0Pf3PR -- 1',9019754. C VGE E125D93 W12012 3:18AS P1tt ,Job Refaenwkpicneli i 7.2SDcAaO 25 2611 i1Tek tnd Aieq h,- Tare Ntey oa 1043.25 2012 tial fsYkvdV1'Cifi1Y1c9SzV�E-�rVzt�lpyn5rR95fyhSNpWu�"7. {M1peE4PA0z1MW 12•?JL_� zat� _ �_ 9{16.E _ 4 210 z -se 43.2 ' Sede - MS.0 4aio 11 'Womrle,l= •441011 4112 f LOADING(p3l)SPACING 2.0.0 C51 DEMin Doc) UdeRI O Lrd PLATES GP T'LIL 0J3 PlatesMa"se 1.19 T: '02 Vvi(LL) -0.7012-14 >463 240 MTZO 1691123 (Roof Snotw50 en Lumber Increase 1-15 VC 0.58 W"TI) -1,50 12-14 >-241 160 M7188 2"1190 TCDL so -o Rep Stress Ina YES i LVB 0.00 Horz(TL} 0.05 11 era nra 9CDL 100 DCUIL• F Code tRC2609hiPtzAo7 I wwrix) Atha -0.40 12;-14 425 360 tNeight:2i31t FT=046 ---.... LUMBER BRACING TOP CHORD 2 X 6 SYP 6123 TOP L`NORD StrueWralwood sheathing direalyapplied at 2-2.0 ac purees. BOTCHORD 2 X SVP W 23 50TCHOR0 Rigid calling dlredyapplkd or 10-0.0aabraCng- VLEes 2 X 4 SPF -S. Nc.2 WEBS 2 Rostra at 1A pts 5.7 _ 0-THER3 2 X 4 SPFS No.2 69Tek reca nmends Lail 6130tizers and rtolred aoss bracing be INEOGE blata8etl during 71113 era --don, L; ampdanca WW1 SIMAZar Lot 2 X S SPF 165OF ISE, Right: ZA 6 SPF 1660E 1.31E Installation dtlde: REACTIONS (INsize) 1=214610 -Se (tr4f.0-1-15),11�ZIBA159 (lu[n.n.1-15) Max Hort 1=606ALC e) OF Max UpIIA 1 a-4531LC 9). 51=453(LC 10) Max Grav 1.2303(LC 2), 11.23W(LC 2) 9�y FORCES 1b -Max.CHAriD J. GtP () aiax. Comp.Oalas-Ten. -At force 250 (m) or asc except when drown. TOP CHORD t-43=3ei0n45,2-43=3622o76Z244=4231jr+6.3.44=J0MO46,3.45=-2396rs66, TESTA JR. a-a<.�2ss5i662,a-s�216s/acs, 6•7d12n9l.7.111_4163003, T UCTURIR� 1 N =tea c am, a_Ar:._rteamar� o_47�vrtsrWA% <na���satiMaa� tr. qa�.z ryas 11-Ag6-38180745 N0.37868 80TCHORD 1-14=-U51J092.13-14-19512343,12-13-I9st2343,11-12-SZS13ooz WEBS 5.76.32871814,314= -4711226,9 -12=45!1226,244* -9861479,10.12-9 ASO NOTES 116) 11 Wnd ASCE 7.05•, 120mpn; TC0L63.0pW; 151CM-5.0p3r. h4511; C4.11; Exp C; endosac:.t4WFR5 (teswrtse) gable end zone and C- C. c ErUft-(2)0-2-12 to 3-M. Intedor(l) 3.3810 11-114 S. Edenton{?) 11-11-15 to 15.3-4, tnterlar(1)18.69 to 27-3.2 zone; canilleverlaft and tight exposed ;C•0 for members and faces tt M%VFRS (or lanWas ~,Lumber plate gdp DOL 1.80 2)TrussdeslgnadforiPtMFadsin(he p)meofthotrussaft, For scadsexiamelto.vAnd(nanalUothe fare),sea-SlWardIndustry Gabld ZmA011 End Details as applicab k, or conwit qua6rod budding designer as per ANSI(TPI 1. 3j TC LL ASCE 7-051: Vt_50.0 psf *Mat roofanDy.j: Category Ir Exp C: PardalIV Ex p.; 1.1 e �2 41 Unbalanced vow loads have been con idesed (as ft design, . �� STEVEN E. r 51 This truss has bean designed fW 04sia lead eombitlaiens, which k4ittle cases - ithseduclbns forsturale concurrent live loads. FOX 6j All Males are M120 plates urhss othe.%Yise Isdiicaled•. :3 CnrIL 7) The solid section d•the pate is required to be placed overthe splice We at IgWA(a) 13. 6 HO.9?24O 6) Plale(s) a1 johol(s) 13 checked for a plus or mvlua 1 degree ratatlon abota he center. ASa 9) Gabble studs spaced at 2-0-0 cc. pC qfr rSTEttsO 1Q� 1[) This Was hesbearriteslpned las 10.0 pstbadomdutrdIla* load tlonconeurreat vAh awl oMarfive loads. Fps, �1t 11) *This truss hag Jiean de*rsedla a film load of 20.Opit on the bo)Idin chard In all areas where srectangle 3-601311 by 2-C•0 uddevAl ir- Cetweientheborolnchordandanyothermemiras. 12) OM0 Dead bad (5.0 P4 an mertimis). 3-5.7-9.5-T WA drA load (54psD ah mewnbetss).3-14. 5-12 13) 8otlem chord WE load (3D.0 gW and addeiaeal bollem chord de4a tlhad (S.Opst) applied Dory talaom-12.14 14)11tn65N art Snn��(raaarryyys to deM9rad in viceordance v4th the 2W9 trdernatbnel ReatdenitallCdda 140M6 R50ZI1.1 dna Ron 10.1 orad taafanced May 8,20 [2 Co11. Y OdRkiWt) • 4crif (r c�raignpmtaoafcra vndJ�SIJD NOlSl,' Gia?fAS�4CAYCLO11Et? i117n1TJi6Fl u! 8 PdA63fLRid7S BGf Ct?e1JAe ticddn trcJid for too orL'v41n WJlok GetMxhn. 1111 dedar`8 baev 0'At VDan Daarieien LbWh ofd It IaratNd<•iEual Iwl�dla colltotalel! . .SppM1�]Ir.af Q�yHt1�RrK%r�+ � pbPu'�Pao'lonol ccrprvrwd 6 rawralbil7of Cu3ubg icag�c+ • ncl3-w dcag�co. srxi•e istaistcowpportatnCtecuotaeoretweitor Pk ilaxrnglarpaar4ed�atoIrweloa m05*0Zo-.4kW netlerasearewairyotthz ■■ RCGPer. hddliwta penroawd Stud -4 or irwe•.eoa dM-Moi0o M..Wa-bia,/ of 9+e baiiLg conga,. rwaonord ire "'og_A's IV! Ia�iasnsr„�raGmcurrYdsloos& sex em-e�llenondtsacsy.mrwAl 4113vm 1111 IQ otole. MWt"M'dWilews'O'C'e w est ,4slsrLarer��.�,►�aua fatrtvuftsen.tror wouae.nm.,p�r,nmerrlute rdl N. Let Ur ol.SWO11'Lelmos+diaMA 3-c- ...___•_.___.�_..a clreaetmar403�v /, r-iK Per v5* £'d 6617Z-0L9-1RL6 dj0o'1-1•�j I +037727 III.... 6aisaStru3ury15aluliorn.8ddcfad.ME0�A05 May 09, 12 07:00 From: Cindy Miragliotta Tot 19786702499 9115 442 }e.8 4-C-10 2.11.2 - 2.1 1.2 FACE OF TRUSS STRAPPED %MTN 2tt4'b SPACFD ®04' O C. TRUSS DES1CNED FOR WHO LOADS IN THE PLANEOF THE TRUSS ONLY. am N 6 Ply JACIM0NmON1MJ0Pf3PR -- 1',9019754. C VGE E125D93 W12012 3:18AS P1tt ,Job Refaenwkpicneli i 7.2SDcAaO 25 2611 i1Tek tnd Aieq h,- Tare Ntey oa 1043.25 2012 tial fsYkvdV1'Cifi1Y1c9SzV�E-�rVzt�lpyn5rR95fyhSNpWu�"7. {M1peE4PA0z1MW 12•?JL_� zat� _ �_ 9{16.E _ 4 210 z -se 43.2 ' Sede - MS.0 4aio 11 'Womrle,l= •441011 4112 f LOADING(p3l)SPACING 2.0.0 C51 DEMin Doc) UdeRI O Lrd PLATES GP T'LIL 0J3 PlatesMa"se 1.19 T: '02 Vvi(LL) -0.7012-14 >463 240 MTZO 1691123 (Roof Snotw50 en Lumber Increase 1-15 VC 0.58 W"TI) -1,50 12-14 >-241 160 M7188 2"1190 TCDL so -o Rep Stress Ina YES i LVB 0.00 Horz(TL} 0.05 11 era nra 9CDL 100 DCUIL• F Code tRC2609hiPtzAo7 I wwrix) Atha -0.40 12;-14 425 360 tNeight:2i31t FT=046 ---.... LUMBER BRACING TOP CHORD 2 X 6 SYP 6123 TOP L`NORD StrueWralwood sheathing direalyapplied at 2-2.0 ac purees. BOTCHORD 2 X SVP W 23 50TCHOR0 Rigid calling dlredyapplkd or 10-0.0aabraCng- VLEes 2 X 4 SPF -S. Nc.2 WEBS 2 Rostra at 1A pts 5.7 _ 0-THER3 2 X 4 SPFS No.2 69Tek reca nmends Lail 6130tizers and rtolred aoss bracing be INEOGE blata8etl during 71113 era --don, L; ampdanca WW1 SIMAZar Lot 2 X S SPF 165OF ISE, Right: ZA 6 SPF 1660E 1.31E Installation dtlde: REACTIONS (INsize) 1=214610 -Se (tr4f.0-1-15),11�ZIBA159 (lu[n.n.1-15) Max Hort 1=606ALC e) OF Max UpIIA 1 a-4531LC 9). 51=453(LC 10) Max Grav 1.2303(LC 2), 11.23W(LC 2) 9�y FORCES 1b -Max.CHAriD J. GtP () aiax. Comp.Oalas-Ten. -At force 250 (m) or asc except when drown. TOP CHORD t-43=3ei0n45,2-43=3622o76Z244=4231jr+6.3.44=J0MO46,3.45=-2396rs66, TESTA JR. a-a<.�2ss5i662,a-s�216s/acs, 6•7d12n9l.7.111_4163003, T UCTURIR� 1 N =tea c am, a_Ar:._rteamar� o_47�vrtsrWA% <na���satiMaa� tr. qa�.z ryas 11-Ag6-38180745 N0.37868 80TCHORD 1-14=-U51J092.13-14-19512343,12-13-I9st2343,11-12-SZS13ooz WEBS 5.76.32871814,314= -4711226,9 -12=45!1226,244* -9861479,10.12-9 ASO NOTES 116) 11 Wnd ASCE 7.05•, 120mpn; TC0L63.0pW; 151CM-5.0p3r. h4511; C4.11; Exp C; endosac:.t4WFR5 (teswrtse) gable end zone and C- C. c ErUft-(2)0-2-12 to 3-M. Intedor(l) 3.3810 11-114 S. Edenton{?) 11-11-15 to 15.3-4, tnterlar(1)18.69 to 27-3.2 zone; canilleverlaft and tight exposed ;C•0 for members and faces tt M%VFRS (or lanWas ~,Lumber plate gdp DOL 1.80 2)TrussdeslgnadforiPtMFadsin(he p)meofthotrussaft, For scadsexiamelto.vAnd(nanalUothe fare),sea-SlWardIndustry Gabld ZmA011 End Details as applicab k, or conwit qua6rod budding designer as per ANSI(TPI 1. 3j TC LL ASCE 7-051: Vt_50.0 psf *Mat roofanDy.j: Category Ir Exp C: PardalIV Ex p.; 1.1 e �2 41 Unbalanced vow loads have been con idesed (as ft design, . �� STEVEN E. r 51 This truss has bean designed fW 04sia lead eombitlaiens, which k4ittle cases - ithseduclbns forsturale concurrent live loads. FOX 6j All Males are M120 plates urhss othe.%Yise Isdiicaled•. :3 CnrIL 7) The solid section d•the pate is required to be placed overthe splice We at IgWA(a) 13. 6 HO.9?24O 6) Plale(s) a1 johol(s) 13 checked for a plus or mvlua 1 degree ratatlon abota he center. ASa 9) Gabble studs spaced at 2-0-0 cc. pC qfr rSTEttsO 1Q� 1[) This Was hesbearriteslpned las 10.0 pstbadomdutrdIla* load tlonconeurreat vAh awl oMarfive loads. Fps, �1t 11) *This truss hag Jiean de*rsedla a film load of 20.Opit on the bo)Idin chard In all areas where srectangle 3-601311 by 2-C•0 uddevAl ir- Cetweientheborolnchordandanyothermemiras. 12) OM0 Dead bad (5.0 P4 an mertimis). 3-5.7-9.5-T WA drA load (54psD ah mewnbetss).3-14. 5-12 13) 8otlem chord WE load (3D.0 gW and addeiaeal bollem chord de4a tlhad (S.Opst) applied Dory talaom-12.14 14)11tn65N art Snn��(raaarryyys to deM9rad in viceordance v4th the 2W9 trdernatbnel ReatdenitallCdda 140M6 R50ZI1.1 dna Ron 10.1 orad taafanced May 8,20 [2 Co11. 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N K « _ -'n q)a O m.0 .t �'Y C Ic ;0 -r. F=W a Ym S 0 at fi gr . Q. 3 N N Oct -..0 �. v Z V M& W 4l 11N k3 r R 9 r O t h C O3OdC 4W Z�C m? rm 0 ti c _ C� O }VI A C VS�7O C N GC•�C-1 p DU VI d>N" •SD EU 61 O .N L Gje -.5 �a � Na° S pV pU�OZ°- 00 cQ-m dc� 3u�'3 a� '`oo . O it U V C 3'p O �. O- .Q j G .Ct U~ •° 4Q1 0w0a FSg�H�� d o m°Q z ��" u `cS ,0 2 °- �� i3 ?yw- r+ p�nT n X-3 j���t Q 46 o Emu a� `��c d a�� .o ���� 0 a ,,m�► �sC a� o�a� o uwQaa,�aEo�3, t ° b Amo 'Q ,c ji }�._ �. CcnOU ; ay F -4u IV X30 (ry �.Ao= ��-g 0O�w0zQ �i;: CL soV �a�°'-0:9r� o -P a n op0).5=?00 izaomO�u. !1 °o m `o v � o c D W X of�pz Au in u ' 4 Q. 6'd 66fPML"L6 dloo 'I•J•�j Ak.1- CERTIFICATE OF IF3/20/2012DATE JAIW00IYYYY) LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the POlicy(ies) must be endorsed. If SUBROGATION IS WAIVED, the terms and Conditions of the policy, certain policies may require asubject to certificate holder In lieu of such endorsement(s). n endorsement. A statement on this certificate does not confer rights to the PRODUCER CO Tracy Loeschen De.AngTlis Insurance P"ONE (978) 682-3397 FAX 283 Merrimack StreetAfl (978)681-0779 Methuen MA 01844 INSURED R L I Corp 475 Boston Road Billerica MA 01621 v•V.r%Mw=a CERTIFICATENUMBER:2o11 Tarin THIS IS To CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED To THE INCLII INDICATCD. NOTWITHSTANDING ANY ktUUIRLMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHEF CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIB EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIN R TYPE OF INSURANCE LN POLICY NUMBER NN/D EFF MPM/LJCY lair GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY _� CLAIMS -MADE ❑ OCCUR GEN'L.nGGREGATE LIMIT APPLIES PER; POLICY n M n LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS UMBRELLALWB OCCUR EXCESS LIA ...� .._..� A WORKERS COMPENSATION AND EMPLOYERS' UABRATY ANY PROPRIETOR/PARTNEMXECUTIVE YIN OFFICERIMEMBER EXCLLDE(r NIA (Mand" In NH) C5fi2P91311 /5/2011 0E6GIR11PTION OF OPFRA7tnntc ty.k- DESCRIPTION OF OPERATIONS! LOCATIONS I VEHICLES (AUwh ACORP 101, AddWanel Rw wjw Schedule. H pore epme le r"Wrud) Certi£icatla is issued in the intazest of the named ineluzed and holder list, conditions and AxclUsionS. l� Town of N Andover 120 Main street N Andover, MA 01845 ACORD 25 (2010105) INS025 (2moos).oi NUMBER - 'FD NAMED A80VG FOR THE POLICY rCRIOD DOCUMENT WITH RESPECT TO WHICH THIS -0 HEREIN IS SUBJECT TO ALL THE TERMS. 9. LIMITS EACH OCCURRENCE _ AOCTT9fR lJ I E Eo non S ME EXP fAny one owsonj s PERSONAL It AOV INJURY S GENERAL AGGMCIATE § PRODUCTS - COMPIOP AGG 8 a C INED SIN 1 accident BODILY INJURY (Pur person) S BODILY INJURY IPer occAeni) S PROPERTY DAMAGE S S EACH OCCURRENCE y AGGREGATE $ S Tom TATU• OYH- AyIEL EACH ACCIDENT f 100,000 E.L. DISEASE - EA EMPLOYEE S 100 000 E.L. DISEASE -POLICY LIMIT S 500 000 Id below. Subject to company SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUYHORIZED REPRESENTATIVE Segal/TEL 0 1988-2010 ACORD CORPORATION. All rights reserved. gaol mshe ..e AI^non