Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Permit #793 - 183 COTUIT STREET 6/4/2007
BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATIONOR PLAN EXAMINATION Permit NO: \ Date Received ,71( Date Issued:4 / A0 � �. N pORTh q O tT{.ED � 1r �6 '.,i, rb•p O TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building � One family X Addition ❑ Two or more family ❑ Industrial XAlteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Q Septic. ffWell © Floodplain" „U Wetlands Watershed District Wafer/Sewer ,. ULSURiPTION OF WORK TO BE PREFORMED: (Z7 mut r AIC, Home ]niprovement Llcense:p t L(114z: Exp ;; Date: -7l- 7 ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE: BOLDING PERMIT. $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. z Total Project Cost: $ FEE: $ oG , C r I. -Y2-- Check No.: / f `f Receipt No.: a NOTE: Persons contracting t unregistered contractors do not have access tot a uara ty fund\ Signature of Agent/Owner , , ignature of contract Location f,` No. % �� Date�`� �aRTM TOWN OF NORTH ANDOVER 9 e ; ; Certificate of Occupancy $ Building/Frame Permit Fee $ . 2 , C91, '' J - Foundation Permit Fee $ Other Permit Fee TOTAL Check # /` f L Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED PLANNING & DEVELOPMENT ❑ COMMENTS DATE'APPRQVED ✓ " r i DATE REJECTED DATE APPROVED CONSERVATION ❑ ❑ COMMENTS HEALTH COMMENTS DATE REJECTED DATE APPROVED ❑ ❑ TYPE OF SEWERAGE DISPOSSA/L Public Sewer A Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Conservation Decision: Comments Comme Water & Sewer Connection/Signature & Date Driveway Permit Located at 384 Osgood Street Dimension Number of Stories: Z Total square feet of floor area, based on Exterior dimensionsZOS Total land area, sq. ft.: Z-4, 4q O ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes M DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21 A —F and G min.$100-$1000 fine Doc.Building Permit Revised 2007 Building Department oZ he 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 1 Addition Or Decks NOTE: `Building Permit Application a'Certified Surveyed Plot Plan a.--IVorkers Comp Affidavit w'Photo Copy of H.I.C. And C.S.L. Licenses u, --Copy Of Contract u,--Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) e Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products 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 o- 2w ZOOWk2 cj C�N��;�Qrz� O� PZ ��J� eh N pO��Q� Z �� 0Zl p0 2 W tl o Q O� rn Q "� 2 J (6 QWQ 0 WQ�� QQZ���OOo �LU W p2pWpZ -,2 2 WQ 02 Z oLu QJ�2U)uj�� �Z OWR�OQ WN 0 (6Ut U)c�cn a0LZQ Q� oW� tim o J PC -,-N ��WWo cn Wpm �Q >m, W W �omoZc�Uj pW ZOWOVm aZ y.Z o W �� J WZ W C� W U� Q� Q OQW``�o�z JJ W�WWo °� ZQ 20p Z O4°,OO o 0� U Q ZZoW Q �. m�� m �Z 0� W ZOO v Q Qi OC�titZQ JWNZ� W� WOZ��� �� OQ Q p 24jQT��pO�j m0 �Z�-WQZ �W il� W �O� Lai Q o� °' ° 02 Z pW� 2 02W I�cn J0� PC 0 J�QW �^ c aCL � oO�W� a J� OWW k Wcn a o a V�2Q N_JJQZ I�Oo ZZ -i ;t aQ o0 i, a II N J�QtiW�W2Zv Oma cnJ�OJ� �� pZ o0 W a b a o I� O q a �ZZo OSmJ 2W� W1. v� W �W °H rn �WO�W���Q� �Oa O��W~Z ~O �W cn�' 0 iii Cd d �c��C9J02�= Q VO t` O Qo a a krjoOQZQat` QOCWi Q2J°JW >2 O w� p C)^ � o Q p ZQ �� �P ZcaW ca 11K WZ cQ Q • O��2WeU p �J� �OOpWujv-O �2 W� 0� Z =�W2OWW ��� l���OW WZ �O j2 O Q Umj ZZecnom �mZ �UO-rz �o ov Qo N N ui (o rn LU N �cY ~ � Q 0� N O Z Z Z J W �ri Pei W o� N °o w3� J_ ZZ Q Q Q-. �O b O= to .4 [y �Q I rte, I �N N o, �I W 81T. CONC. DRIVEWAY •— '01761—• l6'�l `06 'zea LL ffff ULL S HOLM SdI wUW �-2J o -;Z w w J Oak a moj OjLU Zp� Z� �Lzo (n m O �~Z WD 2�m A370.4 -JIN 13.321 S 9 J O 4�i1-Q Q J , a�W �LLa J Z o co W m¢cc Z OZIR, q a Q �2CX }C�Zy m�y0LL _Ya d' r y,r;tr- v O p Q Q Q ip0►7N� N ccccc �Z��� C) 0 Wow W rn Q W ,,� J �?Qj �oZ u- o ZQQ Q J=� W QL a 0� N � 2 � J O 4�i1-Q Q J , a�W �LLa J Z o co W m¢cc Z OZIR, q a Q �2CX }C�Zy m�y0LL _Ya d' r y,r;tr- v O p Q Q Q ip0►7N� N ccccc �Z��� C) 0 Wow W rn Q W ,,� J �?Qj �oZ u- o ZQQ Q J=� W QL a 0� ?J30NVX37d -41N 3GIM , 05 ) 1 I m Oo N M „SZ,L 1.8f N '00'SZl W v~i o d 0'6 LQ ^3Z 1 N019NIYVV14 -4/N ,O'OZ ,gS'-kZl 3 ..SZ•L L.Bf' S O- (or) c6 Cr- J Q, O O LW - E Z 0 Wow W rn to J ct AhQ Z �O �U Qa ti cU at�W 0 W O LQ Q ? Z cl. J = � Z ¢OJW Y�awm2� -� Q CL i O�rn- CL WzzwZ 00 Ww3�O�UU ooQW�ay w a `'Z��wo Q�UQow�r tL wOQ�QQ Lu Co 5; 0 OZOO�W�� zi��iWw L Lu 14 �Q-o4i��23� _2�OQZ2�. /1/ , 0:4,O�! �?CL Li ICE LU -41 OZ� YV� Z � > W J Q i-ra Z Q w . av~i��o � �o mm w waw U� � Ck: w- =QOm 0 �JO J �?CL Li ICE LU -41 OZ� YV� Z � > W J Q i-ra Z Q w . av~i��o � �o mm w waw U� � Ck: w- =QOm 0 uC#MWD ADDITIONS REMODELING 100 Iron Horse Park North Billerica, Ma. 01862 www.jayronlic.com RESIDENTIAL CONTRACTING AGREEMENT Read this agreement and make sure you understand it before signing it. This agreement has legal force and effect and binds those who sign it. Notice: All home improvement contractors and subcontractors engaged in home improvement contracting, unless specifically exempt from registration by provisions of Chapter 142A of the General Laws of Massachusetts, must be registered with the Commonwealth of Massachusetts. Inquiries about registration and status should be made to the Director, Home Improvement Contract Registration, One Ashburton Place, Room 1301, Boston, MA 02108. OWNER (HEREINAFTER "HOMEOWNER") INFORMATION: Name: Dominic Mannarino Street Address: 183 Cotuit Street City/Town: North Andover, Ma 01845 Date: ' March 22, 2007 Telephone: JAYRON, LLC (HEREINAFTER "Contractor") agrees to do the following work for the HOMEOWNER (See Proposal for description). TOTAL CONTRACT PRICE AND PAYMENT SCHEDULE In consideration of the labor, materials and work performance specified above by the Contractor; the Homeowner (s) agree (s) to pay Contractor the total sum of $174,277.00 (*) Payments will be made according to the following schedule: $ 3,000.00 Non-refundable deposit upon signing. $ 10,000.00 Upon start of project. $ 15,000.00 Upon completion of: Demo. $ 30,000.00 Upon completion of: Delivery of Lumber. $ 50,000.00 Upon completion of Rough Inspection (Building, Electrical, Plumbing). $ 30,000.00 Upon completion of Plaster. $ 20,000.00 Upon completion of Installation of Cabinets. $ 12,000.00 Upon completion of Finish Trim Work, $ 4,277.00 Within three days of occupancy. All payments to be made within 3 days of invoicing (except the deposit). NOTES: (*) including all finance charges. (**) Law requires that any deposit or down -payment required by the contractor before work begins may not exceed the greater of (a) one-third of the total contract price or (b) the actual cost of any special equipment or custom-made material which must be special ordered in advance to meet the completion schedule. 1 PROPOSED STAR T AND COMPLETION SCHEDULE Contractor will not begin work or order the materials before the third day following the sip -nine of this contract unless specified herein in writing. The following schedule will be adhered to unless circumstances beyond the contracto 's.con€rol arise: April 2007 Date when Contractor will begin_ contracted work. August 2007 Date when contracted work will be substantially completed. NOTWITHSTANDING ACCEPTANCE OF THIS CONTRACT BY CONTRACTOR, THIS CONTRACT SHALL BEC- A tCE r nT r t7 TT O TT • TOR IF TAE IFO n T i I ♦ TlT E, O F TC TETT" ♦ T1 ( 1T .+.��. L�'�L�,�.�AD�.� B � t P� CviV L SIHC TOR Dr I?IJfV;r�v v4 �•11Egc IS uiir�a�+�..� �'v rlNrliv�.<E 4 �e Pn� tv�B��T OF THIS WORK THROUGH AN ESTABLISHED BANK OR OTHER FINANCIAL INSTITUTION OR WITHIN FIFTEEN (i ) DAYS. LIEN OR SECURITY INTEREST 1 L Unless otherwise noted, the contract shall. not imply' that any lien or other -security interest has bo'iis placed or the: SECURITY INTEREST YES Q ACCELERATED PAYMENTS Contractor may not de-mard payments +n advance of the dates specified on the payment schedule. in cases where the Homeowner deems him/herself to be financially insecure, the Contractor may require the balance of funds not yet due be placed in a joint escrow account as a prerequisite to continuing the contracted work. Withdrawal of funds from said account would require the signatures. of Both parties. REQUIRED PERMITS - The following permits are required and will be secured by the Contractor as the homeowner's agent; Building, Electrical, Plumbing. Notice: Homeowners who secure their own permits will -be excluded from the Guaranty Fund provisions of NIGL Chapter 142A. The contractor shall not be deemed responsible for delays in the work described: in this agreement caused by regulatory, permit granting or inspectional agencies, authorities or individuals. WARRANTIES Contractor guarantees its workmanship for one (I; year. Contractor will replace defective materia within the period of guarantee free of charge. Ali requests must be in writing All warranties for equipment supplied by the Contractor under this Agreement shall be those given by the manufacturers of such equipment, which shall be and are hereby passed through directly to the homeowner. Under Bch manufacturers warranties, the Homeowner may be required to .register. or mail in a warranty card. or other evidence of ownership and use of such equipment in order to activate such warranties. The Homeowner's failure to mail in or register such documentation, which failure voids the manufacturers warranty, shall not create any responsibility for the contractor to warranty such equipment. INSURANCE Contractor will be responsible to Homeowner or any third party damage or bodily injury caused by Contractor, its employees or subcontractors in the performance of or as a result of the work under this Agreement. Contractor agrees to carry insurance to cover such damage or injury. SUBCONTRACTING Contractor agrees that notwithstanding any agreement for materials .and/or labor Contractor and a third party, Contractor is responsible to Homeowner for completion of all work described in timely and workman like manner. d Homeowner's initials Contractors initials CONTRACTOR ARBITRATION The Home Improvement Contractor Law provides Homeowner with the right to initiate an arbitration action(asan alternative to court action) if s/he has .a dispute with Contractor. The sante right is not automatically afforded Contractor. The Contractor would have to resolve any dispute it has with a Homeowner in court unless Contractor and Homeowner agree to the optional clause provided below. The clause would give the contractor the same right to arbitration as is. afforded to the Homeowner by the Home Improvement Contactor Lasa. Contractor and Homeowner hereby mutually agree in advance that in the event the contractor has a dispute concerning this contract, the Contractor may submit the dispute to a private arbitration firm which has been approved by the Secretary of the Executive Office of Consumer A:I'airs and Business Regulation andthe consumer ( shall be required to submit to such arbitration as provided in Massachusetts General haws, Chapter 142A. 1 Homeowner Contractor NOTICE: The signatures of the parties above apply only to the agreement of the parties to alternative dispute resolution initiated by the Contractor.. The Homeowner may initiate alternative dispute resolution even where this section is not separately signed by the parties. MODIFICATION This contract, including the provisions relating to price and payment scltedule, constitutes the entire agreement of the parties and no other agreements, representations and/or warranties, expressed or implied, shall be binding on either party hereto and cannot be changed except by a written statement signed by both contractor and Homeowner. Any alteration or deviation on the specifications listed above involving extra costs of materials or labor will be furnished and performed only upon written order and will be in addition to the cost price of the contract. CONFLICT OF TERIMS AND CONDITIONS If any provisions of this contract are in conflict with any statute, regulation, ordinance or rule of law, such provisions shall be deemed null and void to the extent that they may conflict therewith, but without invalidating the remaining provisions hereof. HOMEOWNER'S RIGHTS A homeowner's rights under the Home Improvement Contractor Law (MGL Chapter 142A) and other consumer protection laws (IE: MGL Chapter 93A) may not be waived in any way, even by agreement. However, homeowners may be excluded fro,,,_ certain rights if the contractorthey choose is not properly registered as prescribed by law. Homeowners who secure their own building permits are automatically excluded from all Guaranty Fund provisions of the. Home Improvement Contractor Law. The contractor is responsible for completing the work as described, in a timely and workmanlike manner.. All goods sold in Massachusetts carry animplied warranty of merchantability and fitness for a particular purpose. An enumeration of other matters on which the homeowner and contractor lawfully agree may be added to the terms of the contractus long as they do not restrict a homeowner's basic consumer rights. if you have any questions about your consumer./homeG -mer rights, contact the Consumer Information Hotline: Executive Office of Consumer Affairs and Business Regulation One Ashburton ::dace, Room 1411. Boston, MA 02108 (617) 727-7780 HOMEOWNER'S RIGHT TO CANCEL The Homeowner may cancel this contract if it has been signed by the Homeowner at a place other than an address of the Contractor which may be his main office or branch thereof provided that the Homeowner notifies the Contractor in writing at his main office or branch by ordinary mail, posted by telegram, sent or by delivery, not later than midnight of the third 'business day following the signing of the contract. NOTICE OF CANCELLATION You (nay cancel this transaction, without any penalty or obligation, within three (3) business days from the date of execution of this transaction. If you cancel, any property traded in, any payments made by you under the agreement, and any negotiable instrument executed by you will be returned within ten (10) business days following receipt by the Contractor of you cancellation notice, and any security interest arising out of the transaction will be cancelled. If you cancel, you must make available to the contractor at your residence, in substantially as good condition as when received, any goods delivered to you under this agreement, 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 the goods 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. If you fail to make the goods available to the Contractor, or if you agree to return the goods to the Contractor and fail to do so, then you remain liable for performance of all obligations under the contract. This transaction can be cancelled by .mailing. or delivering .a signed and dated written notice identifying Homeowner's name, address, contract number, and stating "I wish to cancel" or any other written notice, or sending a telegram to: JAYRON, LLC P.O. Box 21 Billerica, MA 01862 Not later than midnight of March 25, 2007 (Date of third day after transaction date). 4 CONTRACTOR'S RIGHT TO CANCEL This Contract may be cancelled by an officer of the Contractor, but only within three (3) business days from the date of execution and in a similar manner of the Homeowner(`s) right of cancellation. EXECUTION OF CONTRACT This Contract.must be executed in duplicate and should not be signed until a copy of all exhibits and referenced documents that are incorporated herein are attached hereto. Homeowner is further advised not to sign this Contract unless and until all blank sections have been filled in or marked as void, deleted or not applicable. Homeowner(`s) hereby certify (ies) that s/he has (they have) read this Contract, that the terms and conditions and the meaning thereof have been explained to her!him ;then. and s/he (they; fully understand said terms and conditions. HOMEOWNER: DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. TWO IDENTICAL. COPIES OF THE CONTRACT MUST BE COMPLETED AND SIGNED. ONE COPY GOES TO THE HOMEOWNER, THE OTHER .COPY TO BE KEPT BY THE CONTRACTOR WITNESS our hands and seals this By: res e ficcepted .t-- da of %*�� Wit.-�`"� 2007. I omeowner Homeowner ADDITIONAL PROVISIONS 1. Contractor responsible for items that are listed in proposal documents provided by the contractor and accepted by the homeowner. 2. Contractor responsible for any accepted proposals (signed and dated by homeowner and contractor) accompanying this contract. 3. Change orders will be paid in full at time of signing. Con Home tractor: I ` owner: A AVIA111 J017M Homeowner: 01/29/8? !S'46:09 ET TO: 978fifiw-09 FRILH: 26v Bel ACM CERTIFICATE OF LIABILITY INSURANCE 01/29`" z 07 PRODUKE t (978) 667-2541 FAX (978) 671-4514 Merrimack Valley Ins. Agcy, Inc. 655 Boston Road, Suite lA Billerica, MA 01821 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # vamm ]AMON LL PO BOX I#21 NORTH BILLERICA, NA 01862 INSUIIERA Harleysville Worcester Ins C'- 26182 INSURER R AIG INSURER INSLRER D' INSURER E COVERAGES THE POUCFESOF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWTHSTANDING ANY REQUIRMEId T, TERM OR WNDlTM OFANY CONTRACT OR OJ HER DI}l'"iUMENT WTH RESPECT TO ViHICH THIS CERTIFICATE MAY BE "ED 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 SHOUN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Im AM TYPEOF INSURANCE POLICY PDUCYEFFECINE POLICYEXPmmm LIMITS FOR CLIENT PURPOSES ONLY GENERAL LIASILM CB 7E7740 - 12/10/2006 12 /10/2007 EACH OOCURRENCE s 1,000 , t10 X COM,AERGALGENERALUABILITY DAMAGE TOREdTED $ 100,E rms CLNMSNiADE a OmRN2EDEJ�(Anyone s 5, A PERSONAL & ADV INJURY S 1, WO, GENERAL AGGREGATE S 2. 000, 00 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS- 00H6AP1C10 AGG S 2, OW, 1-1 POUCY JZE LOC AUMMOSIL-ELiAIRU'ri ANY AUTO BA 436656 06/04/2006 06/04/2007 CIOM3NEDSNGLEUMiT S (Ea atidmQ S00,0 A ALL OWNED AUTOS X S£'NEDLLED AUTOS X HIRED AUTOS X NDN.O,4CDAU OS BIALY INJURY (Per pKwn) $ BOLTLY INJURYi (PeraWdmQ PROPERTY DAMAGE S (Per ecadwo GARAGE LIABILITY AUTO ONLY - EA ACCIDENT S EA ACC ACG S ANY AUTO EXCI BRELLALIABILITY k0THER RENCE S OCCUR u a-A.,NISmACE S — s S CEDLICnBLE RETENTION S -- - S — MYC2925464 01/25/2007 01/25/2008 wcSTAtu X °Tµ B 1woRKmcDmpEwA-noNAND EMPLOYERS LIABILITYANY OFRHCER, ENWRECCLUDED? uUllvt C r± L. A ACOL HeT 4 50(),0()( EL.LkS€ASE-EAENPLO S 500,0 My�5 da�Iibe Ander SPEpAL PROVISIONSGeIaw EL DISEASE -POLICY LINT S SI}O 0 OTHER DE8CRIPRONOFOPERATIONS1LOCATHWfVEHICLES1EXCLUSIONS ADDED BYENOORSEMENT!SPe AL PROVISIONS CERTIFICATE HOLDER CANCFEI_ATION ACORD 25 {2061/08) @ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANDLED BEFORE THE EXAMTIONi ahmTMrEOF, THF MWN G INSURER vVTi.LE2DEAVORTo MAL O DAYS wra rm wmcE TO THE CETZTffTCATE HDLDER NAMW TO THE LEFT, BUTFAILURE TO MAIL SUCH NOTICE SHALL IDOSE NO OBLIGATION OR LIABILITY OF ANY MND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. A TH(*aM R10UMENTA,VE AnthonyLucacio JOANNE FOR CLIENT PURPOSES ONLY ACORD 25 {2061/08) @ACORD CORPORATION 1988 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Ledbly Name (Business/Organization/Individual): . AYE t,.( LLC. Address: T, C2. 'f�© W Z ( City/State/Zip: p l& c e ia�ct M4 Phone #: C179 -4o 4/(7 e,,.eta. Are you an employer? Check the appropriate box: 1.1 am a employer with L (2 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.] 3. ❑ 1 am a homeowner doing all work myself. [No workers' comp. insurance required.] t officers have exercised their right of exemption per MGL c. 152, § 1(4), and we have no employees. [No workers' comp. insurance required.] Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑ Building addition 10.0 Electrical repairs or additions 1 l.❑ Plumbing repairs or additions 12.❑ Roof repairs 13.❑ Other *Any applicant that checks box 41 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy information. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:44 cc icla Policy # or Self -ins. Lic. #: Vie? c--ZC Z 'c� (� c- f Expiration Date: (—Z �Z- —Ois Job Site Address:i�� t' City/State/Zip:,�w�;��> Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify under the pains andpenalties ofperjury that the information provided above is true and correct. Date: Phone #: 9 % ---(a i�,?--.--- (;3 e,100 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 #: lk �111111ENGINEERING 13Y w1mRENCO A MiTek Affiliate Trenco 818 Soundside Rd Edenton, NC 27932 Re: 704-159 RON HABESHIAN-NORTH ANDOVER, MA The truss drawing(s) referenced below have been prepared by Truss Engineering Co. under my direct supervision based on the parameters provided by Romaro 2000 Ltee.. Pages or sheets covered by this seal: E4038341 thruE4038342 My license renewal date for the state of Massachusetts is June 30, 2008. OF MARVIN A. No. April 27,2007 The eal�oe�sp indicate acceptance of professional engineering responsibility solely for the truss compone The suitability and use of this component for any particular building is the responsibility designer, per ANSI/TPI-2002 Chapter 2. Engineering services provided by Truss Engineering Company. OTruss 40 15 14 'USS ye City y RON HABESHIAN-NORTH ANDOVER, MA erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 3-5-9 6-1-4 i i r 18-4-12 21-0-7 24-6-0 818 Soundside Road 3-5-9 2-7-11 E4038341 704.159 Al ATTIC 6 1 PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.98 Vert(LL) -0.48 13-15 >602 360 MT20 197/144 Job Reference (optional) comaro Structures inc., Nashua, NH, 6.500 s Mar 8 2007 MiTek Industries, Inc. Fri Apr 27 13:45:09 2007 Page 1 11-01 3-5-9 6-1-4 10-5-0 12-3-0 14-1-0 18-4-12 21-0-7 24-6-0 1-0-0 3-5-9 2.7-11 4-3-12 1-10-0 1-10-0 4-3-12 2-7-11 3-5-9 6x8 = 7 3x8 = I 0 Scale = 1:65.6 NOTES 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.8psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C -C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) TCLL: ASCE 7-02; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf o non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64 will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-8; Wall dead load (5.Opsf) on member(s).5-15, 9-13 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-15 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at joint: joint 12. 11) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced 1. LOAD CASE(S) Standard April 27,2007 WARNING - 9ert%g design pammeten and READ NOTES ON THIS AND INCLUDED ffi'I'ER REFERENCE PAGE AM -7473 BEFORE USE. 40 15 14 13 4x8 TRENCO 8x10 = 6x8 = 8x10 = erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 3-5-9 6-1-4 i i r 18-4-12 21-0-7 24-6-0 818 Soundside Road 3-5-9 2-7-11 12-3-8 2-7-11 3-5-9 Plate Offsets (X,Y): [2:0-2-2,0-2-0], [4:0-5-0, Edge], [7:0-4-0,Edge], [10:0-5-0, Edge], [12:0-2-2,0-2-01,[13:0-3-8,0-4-01,[15:0-3-8,0-4-01 LOADING (psf) TCLL 30.0 SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.98 Vert(LL) -0.48 13-15 >602 360 MT20 197/144 BCDL 10.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.79 13-15 >364 240 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.04 12 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight: 1511b LUMBER BRACING TOP CHORD 2 X 8 SPF 195OF 1.7E *Except* TOP CHORD Structural wood sheathing directly applied. 1-4 2 X 6 SPF No.2, 10-12 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 8 SPF 1950F 1.7E WEBS 2 X 4 SPF No.2 REACTIONS (Ib/size) 2=1965/0-5-8,12=1862/0-5-8 Max Horz 2=291 (LC 7) Max Uplift 2=-76(LC 8), 12=-20(LC 9) Max Grav 2=2093(LC 2), 12=1954(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/92, 2-3=-2928/33, 3-4=-2666/20, 4-5=-2520/34, 5-6=-1668/163, 6-7=0/1030, 7-8=0/1036, 8-9=-1665/161, 9-10=-2526/39, 10-11=-2672/25, 11-12=-2943/40 BOT CHORD 2-15=-28/2182, 14-15=0/1685, 13-14=0/1685, 12-13=0/2203 WEBS 6-8=-2904/184, 5-15=0/1397, 9-13=0/1411, 3-15=-894/145, 11-13=-915/159 NOTES 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.8psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C -C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) TCLL: ASCE 7-02; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf o non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64 will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-8; Wall dead load (5.Opsf) on member(s).5-15, 9-13 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-15 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at joint: joint 12. 11) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced 1. LOAD CASE(S) Standard April 27,2007 WARNING - 9ert%g design pammeten and READ NOTES ON THIS AND INCLUDED ffi'I'ER REFERENCE PAGE AM -7473 BEFORE USE. ENGINEERING BY Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown TRENCO is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding A MiTek Affiliate fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 818 Soundside Road Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. Edenton, NC 27932 N ® E _ 0t O �- O > oc o c -a o a3 0. U °�'O > a 9T)' g ° Vo 0 a o� ac O m L• Et > p)c a m a o n°c Uc °O �N c a �U c o - U air• c� ca t o --L)o m a a o 0 o c ao 30 N W a 'O C L Z- . O c a -d a O a C N} O O 3 O D y U N "a C O c -a 4 O U p 0 •� a c O- C E -a O- ^ r N 8 •c . u _ a� °' 3a t> a oo °� oa 00 _00 .9m c} °• c o 00 U.2.N6 a�� Eo o4 oo- -0N o6 L` oc a5 °o °7o a a a ac o0) }� 9m.� �� co c 3� oQ Qo c.� hoc a� �' a u� a a� �3 '-C-O N .ma m ?�N 'O^+ Z' O mo c" a m N N O D 0 N ;� O a)Q) 0 7 03 cora) oo �$ a oa¢ .03 '^a� aQ) uoaai a �(D a°i� °° E c ��ai ma') VO mo o»} o (DZ _a "o E � o Uw c a �a w °� ° 2 � a> > E a- 'aw C �•� m°po aY� ';o E}a °�°'o °a ° °m °'-6 Ea oa a E� , �oa�i +�i !lAA�yy�, 12 -6.E �-Co)° 60 -O .S: Baa Uw° -° oa oa 2�-ao mE �o N° == r 2m t 00� o(�ai Q 0 -- &•- o N c c 'c 5 c a O 'a 2 'c — O "6 D• O) N c a) N N-0 c o CL -a ��64 }O 00� ° 0.0 0) c �-a Ca c�� O•- 6� +.- Nc 0 _O > �L� ON O b- pX E a.0- -a 6 Q) U 2 0-0 �� N �n N C°� N N D 6 '2 u C a c '0 s a ° a c O—C O ,,, O a a) a 'a E N E N O_ U C ° ••- O C ._ a O O oo U�'S� Xo °�- E ate° ao Lm a _�� as �aa -°s u� ° ao Ela 0 G1 0 9��m m� �mo E m°•o mace �--°c 1.3 EaE o° ��U a� om �a o °.° °'a`o v � p -O a s C c c ,,,a c a E a m a s a) > .O •a) c -a,_ N 6 N— a.o N= L O O �"d O c a O a 0 6 O O a c� a) c Q 'a r 3 E �` Z n d -a a U a C} �� >> U� U Q_ ._ � ._ � r- � co U D 6 C � a) a te a= O O(V M V L6 'd N a0 of LL D N M C L6O �I� W U rr= adOHO d01 s ra LO Ua�P D6�1 M 9£M U CL O MOHO d01 Fee L} O t N N O aC1, U ,O N U a 0-0 o U E C 07o U M W 'n O 3:1 -- Nd � H UO0 GU. W I- nc LUz O W �_ o� oQ m0 ZZ e �a y LU N W W 0 W W H 40m r Z W •zoJ � W O Q H N O N Y a 0 z O C z LUm W P z a W a, Q 00 N W vi 3�D Q 4n y y D W ad do im u _a � p � U'� o O p } }Qc0 N H N E- 0-0 O 0 0 C C E N O a a V) } E v C � N X30} Q O m IL d Q W 0 � t U a U W O U oe U IL z Q U 0 z U Q cc m J oae W Q J M N LO N a LU w 04 Lo — MM'O'0 -O , o' w � Z M hN 00 M°l0O remw W W o. Z o' N 0) OL.0 �} U O 2 C) C-0 3°`O O U 0 O c � U L E D O N TN~ C: N •- a OXj,U U0a-0 -0>5c .0 -0 p.L- f �• 0 C O 0.0 o j zU ` ,0 N Q O N., OO C a O 00 p C Ncaa) Cu c=am LOU,C 3U-a� O np) `- p j'C O N D a n N � U U: oc��U�OmUO aoO0OL oo a O c" a�-•0;�-3 osuOt o)} a a a.a U O'a E U�Umaa N C a OC-uU' .6 0 ! C Dov) �O a)U c c C 2 0.04 o c cQaa) 0 y N z Q N CO LU m C Z vm, U Q m a Job Truss NSS ype ty y RON HABESHIAN-NORTH ANDOVER, MA 3-10-3 7-1-4 19-4-12 22-7-13 26-6-0 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSO -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 3-10-3 3-3-1 12-3-8 3.3-1 3-10-3 E4038342 704-159 A2 ATTIC 8 1 TOLL 30.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud Job Reference (optional) w,naru of uuures urc., rvasnua, INK 6.500 s Mar 8 2007 MiTek Industries, Inc. Fri Apr 27 13:45:50 2007 Page 1 � -04 3-10-3 7-1-4 10-2-4 1 13-3-0 16-3-12 19-4-12 22-7-13 i 26-6-0 27-6-Q 1-M 3-10-3 3-3-1 3-1-0 3-0-12 3-0-12 3-1-0 3-3-1 3-10-3 1-0-0 5x10 = Scale = 1:70.8 11,3 0 NOTES 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.Spsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) TCLL: ASCE 7-02; Pf=30.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-17, 8-17; Wall dead load (5.Opsf) on member(s).5-16, 9-14 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-16 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 Ib uplift at joint 2 and 78 Ib up joint 12. 11) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANS 1. LOAD CASE(S) Standard April 27,2007 WARMNG - t7erjfy design pammeten and READ NOTES ON TNIS AND INCLUDED LEITER REFERENCE PAGE AU -7473 BEFORE USE.ENGINEERING Design valid for use only with MiTek connectors. This design is based only is for individual building 16 15 14 vxo ��0 8x10 = 6x10 = 8x10 = 3-10-3 7-1-4 19-4-12 22-7-13 26-6-0 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSO -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 3-10-3 3-3-1 12-3-8 3.3-1 3-10-3 Plate Offsets (X,Y): [2:0-2-2,0-2-01, [12:0-2-2,0-2-0], [14:0-3-8,0-4-01, [16:0-3-8,0-4-01 LOADING (psf) TOLL 30.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow 30.0) Plates Increase 1.15 TC 0.95 Vert(LL) -0.56 14-16 >559 360 MT20 197/144 BCDL 10.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.89 14-16 >352 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.04 12 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight: 1591b LUMBER BRACING TOP CHORD 2 X 6 SPF 2100F 1.8E *Except* TOP CHORD Structural wood sheathing directly applied. 1-4 2 X 6 SPF No.2, 10-13 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 8 SPF 1950F 1.7E JOINTS 1 Brace at Jt(s): 17 WEBS 2 X 4 SPF No.2 REACTIONS (Ib/size) 2=2071/0-5-8,12=2071/0-5-8 Max Horz 2=-305(LC 6) Max Uplift 2=-78(LC 8), 12=-78(LC 9) Max Grav 2=2208(LC 2), 12=2208(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/92, 2-3=-3062/52, 3-4=-2771/37,4-5=-2617/47, 5-6=-1794/164, 6-7=-2/445, 7-8=-3/445, 8-9=-1794/164, 9-10=-2617/47, 10-11=-2771/37, 11-12=-3062/52, 12-13=0/92 BOT CHORD 2-16=-24/2302, 15-16=0/1850, 14-15=0/1850, 12-14=0/2302 WEBS 6-17=-2321/148, 8-17=-2321/148, 5-16=0/1292, 9-14=0/1292, 3-16=-782/169, 11-14=-782/170, 7-17=0/100 NOTES 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.Spsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) TCLL: ASCE 7-02; Pf=30.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-17, 8-17; Wall dead load (5.Opsf) on member(s).5-16, 9-14 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-16 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 Ib uplift at joint 2 and 78 Ib up joint 12. 11) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANS 1. LOAD CASE(S) Standard April 27,2007 WARMNG - t7erjfy design pammeten and READ NOTES ON TNIS AND INCLUDED LEITER REFERENCE PAGE AU -7473 BEFORE USE.ENGINEERING Design valid for use only with MiTek connectors. This design is based only is for individual building BY upon parameters shown, and an component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown ��0 Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding q MiTek ANIIIata fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSO -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 818 Soundslde Road -- _ _-- — -- �— --- - " -- I Edenton, NC 27932 - - - - -- - lfil N ��} C} X N O N :..� a 5. . .fit �O•C -0 .-1 0� } moNO o} O- C c ] O O 4 0. N z �•�-'N it Vr 0 m �� $ a) N O UO Z"'C. E ap o0U a m 1 C} OO 0) a) O O O ° C o3 WOLum 00 �a V o0 U- in10 ` C 04 O M 4) O. y a U 0 b9 ox LU U. 0 v N O 0 O F yy J O W a � v �m a E <� <� •o v 0 z E `oao Nc O O r'- c CQ) Cc aC O L0 N °> 93 z U o- 000 C-0 a)0 U 00 a C4- oU } Oce O-� N 0 p 0 00 -0 V, ,am a c 3n. 0z -00-c O p < CT 0)Q +�N N t O)]= O ] L O Z � __-0 �� 0 6 o)a ? N't a C: 3 O ra u oc ° Na0 - La4) a)U 0-0)u -oE 'L_v]0 N U=6 ° C 6 ` c jC U.0 Io bow - a).00) c O E0 -05 a)U0 0_0 00 u O ] v 4?'0) OE 'OO Cr O aOO 60 na)>U mU •�m0 U+0 0 5600 mo ON- OCU �m 'S3E-0 z ; dao U aoo O} N M V L� 6 n GNOHO dOl � S-40 � UM DX U Cl) 9EM 10 U CL O F- adOHO d01 N � L O N ��} C} X N O N :..� a 5. . .fit �O•C -0 .-1 0� } moNO o} O- C c ] O O he F. ti W (_ O z �•�-'N it Vr w H A_ j�. �� $ °OI- U U} NN O UO Z"'C. E ap o0U a m 1 C} OO 0) a) O O O ° ♦p Z' .... • " O -0Eo3 N C Omt WOLum N Om Q < �W in10 ,09a).g �oC oa�m>>Ho 04 O M U LU W v N O 01 Ol ag W Q F yy J W a � OD Z C Z W a LU m � P WIP CL Ez NU < om 0 N 0 a� } L O � y N O UC •O_N 0 U O C O Q �0-0- 0U T.� C N O C 0 U N E mL oc o m'c N ON 0= c w •a 2� N "00 -0 .06 w0 '0 '° 00 °C Uc Oc E 0 O - U ° �_ O ° 0 t UOU 0 3° p °Na°O 0 p_ m "0 O] Na p� OO OE �} 0o C ° O a0 �Q p.6 L- a) �c Ua Nr ] gn a Cl 'o OC Oc (� u` o c E E -3 �om° c .o -p0) a) a) o _b] O 0 co 6Z o`ov Cc °� o £ m �r m.> O -0 a) u— 0.= O0 0C °N O E c -0a)6 NO E C' oa o 'o o �� a Cl OE OO O'° 6} C a) -°Oa) } ° �� U°o `c] o` �c pc 3 2� a 0 0 -02 CC o` C -p �, ]"6 o c ] - 6 �a am c NL9 c O —uTi N c 0 0 N O '^ N ] 0 -'O CC ° O 6 0 0 0 r- 0 C NX N O °}_-° `0 a) U E-0 O p c O O 0 C•m aN u LO aw ._�° a.0 0a. -o -°•c- U o UO �'Eaci o Is 6-6 x'NLE U 3Oc�c 9aNc �O o��U 615 -0 ='5 ° EE o0.s °6 >c. aU a Ca 0am0 U CO Nd - O N M V � 00 �O 1� P W 0- W O N ��} C I 0 U O ` o-0.0 ]N} OU 3:1. - p ,U C EaN he F. ti W 00 o C' cU c=FL L 0•U ` 0 - 0) O U �� z °OI- U U} NN O UO a� o0U a3oar o)a] LU..a cc Z C} OO 0) a) O O O ° O N O O -0Eo3 N C Omt WOLum C3 �c�Q�Vai < �W in10 ,09a).g �oC oa�m>>Ho 04 O M cZQ-Qm(Dcu LU W v N z 01 Ol ag W Q F yy J M 1� OD Z C Z W a LU m � P 7 Z Ez NU < om 0 z W � 10 w a W rW J N a a ay I� o LUm W y W N W cc) o W K 3 WW t �p�. wp` Cq wS ZW Q- N WMZM 7 aC a\ &,W F V V ^LON00 NZ� �W W M 00 UJ J 0wLu wan _0 O _ �O O -�Ql u ode d U waZa > N O � N Q v �► 0 ca ao ow U _v d N • _O O U- -a-- '0 o +N- 0 } aU N N E O ca155 9 -0 N-0 0 E O Q ����, N E C } O �C-3°} z a U 0 z U a oe m J a L1e W a J O0) o} U � O � 6 C c •0 O 3Ua 0 m .C: N�E Ocw -0,-u - E O O > N U X j U Ua)a� .S -00.- z -00= 0 - T nav�z O U c 0 O U U O c E ] U O oU E N O Oa C: o) D< O N N ��} C I 0 U O ` o-0.0 ]N} OU n p ,U C EaN N> O aa) 00 o C' cU c=FL L 0•U ` 0 - 0) O U c U N °OI- U U} NN O UO O Uma�aO o0U a3oar o)a] a)O C} OO 0) a) O O O ° O N O O -0Eo3 N C Omt C3 �c�Q�Vai C:0 N c O u H aU 0).2m ,09a).g �oC oa�m>>Ho cZQ-Qm(Dcu v N z C Co LU m Ez NU < om 2 , ■ by Weyerhaeuser May 4, 2007 G.V. Moores Lumber Company Attn: Dave Maliszewski 22 West Main St. Ayer, MA 01432 TM Attached are TJ-Beam`s calculations based upon design information provided by G.V. Moores Lumber Company. These calculations can be identified by the following date and time in the upper left hand corner of each sheet: DESIGN DATE/TIME 5/4/2007 @ 9:28:33 AM 5/4/2007 @ 9:29:12 AM 5/4/2007 @ 9:29:44 AM 5/4/2007 @ 9:30:15 AM The professional engineer's stamp on this letter verifies that the TJ -Beam analyses for the member(s) shown conform to accepted engineering practice and use code accepted product design values. Each analysis reflects that the iLevel by Weyerhaeuser products, as shown, have adequate capacity for the loading conditions indicated. The input has not been produced nor reviewed for completeness or accuracy by a professional engineer. All notes, figures and design load information shown on these calculations must be reviewed to ensure the design loads, spans, bearing conditions and deflection criteria are acceptable for the specific application. Also, please verify that the products installed have the "Silent Floor'", "TJI"�", "Microllamo LVL", "Parallam PSL", or "Timberstrando LSL" markings to confirm that this letter is valid for the products used. Please feel free to contact me if there are any questions regarding the analyses. Sincerely, K thy J. Do ghe , P.E. Structura rap} Engineer NE TC# "OF mss q KATHY J. G DOUGHERTY v STRUCTURAL H ,QN 0.40263 L Northeast Technical Support ♦360 Route 101, Suite 2 ♦ Bedford, NH 03110 ♦ Phone 866-295-2170 ♦ Fax 603-218-6167 PGlof5 t t. ally 22'6" Ivl beam -ArhaeuserBusiness 2 Pcs of 1 3/4" x 9 114" 1.9E Microllam® LVL TJ -Beam ® 6.25 Serial Number: 7000720620 User:4 5/4/20079:28:33AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Page 1 Engine Version: 6.25.71 APPLICATION AND LOADS LISTED Overall Dimension: 22' V r 1=1 SIJ b G2' d 10' 6" Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 12' Primary Load Group - Residential - Living Areas (psf): 30.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 1.77" 1906 / 729 / 0 / 2635 A3: Rim Board 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL 2 Stud wall 4.79" 4.79" 5006 / 2127 / 0 / 7133 B3 None 3 Stud wall 3.50" 1.54" 1703 / 585 / 0 / 2289 A3: Rim Board 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board,83 DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) -3710 -3212 6151 Passed (52%) Rt. end Span 1 under Floor loading Moment (Ft -Lbs) -7984 -7984 11204 Passed (71%) Bearing 2 under Floor loading Live Load Deft (in) 0.265 0.296 Passed (U536) MID Span 1 under Floor ALTERNATE span loading Total Load Defl (in) 0.344 0.592 Passed (U413) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 14'3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others Obrw2 l e +SZp�.x�k. j �� i/ltil) and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. Operator Notes: SEE SHEET ONE FOR ADDTIONAL INFORMATION PROJECT INFORMATION: OPERATOR INFORMATION Ron Habeshian Kristina Tacito-Hansen Mannarino Res. iLEVEL by Weyerhaeuser (KTH) 183 Cotuit St 360 Route 101,Suite 2 N. Andover, MA Bedford, NH 03110 Q\ Phone: (603)-472-6730 Copyright � 2006 by Trus Joist, a Weyerhaeuser Business `� � � MicrollamckJ is a registered trademark of Trus Joist. S:\ENG\TCD\Project Files\40000-49999\48000-48999\48300-46399\48340\Habeshian- mannarino res 22 ft 6in. lvl bm.sms l 4[• ®24' Ivl beam �aeuserBusinem 2 Pcs of 13/4" x 9 1/4" 1.9E Microllam® LVL TJ-Beam ® 6.25 Serial Number: 7000720620 User:4 5/4/2007 9:29:12 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Page 1 Engine Version: 6.25.71 APPLICATION AND LOADS LISTED &jera D-tmtnslon: ZV Mn3 IT d IT i Product Diagram is ContcejptuaL LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 12' Primary Load Group - Residential - Living Areas (psf): 30.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.77" 1924 / 704 / 0 / 2628 A3: Rim Board 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL 2 Stud wall 5.10" 5.10" 5325 / 2262 / 0 / 7587 B3 None 3 Stud wall 3.50" 1.77" 1924 / 704 / 0 / 2628 A3: Rim Board 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board,133 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 3794 3289 6151 Passed (53%) Lt. end Span 2 under Floor loading Moment (Ft -Lbs) -8978 -8978 11204 Passed (80%) Bearing 2 under Floor loading Live Load Dell (in) 0.272 0.296 Passed (U521) MID Span 2 under Floor ALTERNATE span loading Total Load Dell (in) 0.341 0.592 Passed (U416) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 11' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others (Du.Wi 0!, n tS uv.S1C1 1, (_YM ) and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. Operator Notes: SEE SHEET ONE FOR ADDTIONAL INFORMATION PROJECT INFORMATION: OPERATOR INFORMATION: Ron Habeshian Kristina Tacito-Hansen Mannarino Res. iLEVEL by Weyerhaeuser (KTH) 183 Cotuit St 360 Route 101,Suite 2 N. Andover, MA Bedford, NH 03110 Phone: (603)-472-6730 Copyright ','� 2006 by Trus Joist, a Weyerhaeuser Business Microllam'9 is a registered trademark of Trus Joist. V 5:\ENG\TCD\Project Files\40000-49999\48000-48999\48300-48399\48340\Habeshian- mannarino res 24ft joist.sms ken26' w/2' cant. joist _AVCEyerhaeuser Business TJ-Beam®6.25 Serial Number: 7000720620 9 1/2" TJI® 230 @ 16" O/C User: 4 5/4/2007 9:29:44 AM Pagel Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: X 12' d 12` 17 Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 30.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftITotal 1 Stud wall 3.50" 2.25" 217 / 75 / 0 / 291 A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ -Strand Rim Board® 2 Stud wall 3.50" 3.50" 591 / 232 / 0 / 823 83 None 3 Stud wall 3.50" 3.50" 303 / 109 / 0 / 412 E7: Blocking 1 Ply 9 1/2" TJI® 230 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board,B3,E1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -412 -391 1463 Passed (27%) Rt. end Span 1 under Floor ADJACENT span loading Vertical Reaction (lbs) 823 823 2410 Passed (34%) Bearing 2 under Floor ADJACENT span loading Moment (Ft -Lbs) -969 -969 3175 Passed (31%) Bearing 2 under Floor ADJACENT span loading Live Load Defl (in) 0.067 0.295 Passed (U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Deli (in) 0.084 0.590 Passed (U999+) MID Span 1 under Floor ALTERNATE span loading TJPro 51 30 Passed Span 1 -Deflection Criteria: STANDARD(LL:U480,TL:U240). Additional checks follow. -Right Overhang:(LL:0.200", TL:2U240). -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 6'3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others( V$G V Q and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. Operator Notes: SEE SHEET ONE FOR ADDTIONAL INFORMATION PROJECT INFORMATION: OPERATOR INFORMATION: Ron Habeshian Kristina Tacito-Hansen Mannarino Res. iLEVEL by Weyerhaeuser (KTH) 183 Cotuit St 360 Route 101,Suite 2 N. Andover, MA Bedford, NH 03110 n D\ Phone: (603)-472-6730 Copyright M 2006 by Trus Joist, a Weyerhaeuser Business TJI:n and TJ -Beam) are registered trademarks of Trus Joist. 1 �j e -I Joist -,Pro- and TJ -Pro- are trademarks of Trus Joist. S:\ENG\TCD\Project Files\40000-49999\48000-48999\48300-48399\48340\Habeshian- mannarino res 26 ft joist.sms .. 26'6" i -foist �aeuserBusiness 9 412" TJI® 230 @ 16" O/c TJ -Bea m® 6.25 Serial Number: 7000720620 User:4 5/4/2007 9:30:15 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Pagel Engine Version: 6.25.71 APPLICATION AND LOADS LISTED 6 Z2. Overall Dimension: 26`6" 14'6" 1 Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 30.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Design Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 4.25" 221 / 70 / 0 / 291 2 Stud wall 3.50" 3.50" 649 / 259 / 0 / 908 3 Stud wall 5.50" 4.25" 259 / 95 / 0 / 354 Detail Other A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ -Strand Rim Board® B3 None A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ -Strand Rim Board® -CAUTION: Required bearing length(s) exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 3 1/2" . Intermediate supports, 31/2" with web stiffeners and 51/4" without web stiffeners. -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board,63 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 480 456 1463 Passed (31 %) Lt. end Span 2 under Floor loading Vertical Reaction (Ibs) 908 908 2410 Passed (38%) Bearing 2 under Floor loading Moment (Ft -Lbs) -1193 -1193 3175 Passed (38%) Bearing 2 under Floor loading Live Load Dell (in) 0.122 0.353 Passed (U999+) MID Span 2 under Floor ALTERNATE span loading Total Load Defl (in) 0.159 0.706 Passed (U999+) MID Span 2 under Floor ALTERNATE span loading TJPro 40 30 Passed Span 2 -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others ('0U.d.R tAc S -T_+ and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. Operator Notes: SEE SHEET ONE FOR ADDTIONAL INFORMATION PROJECT INFORMATION: OPERATOR INFORMATION: Ron Habeshian Kristina Tacito-Hansen Mannarino Res. iLEVEL by Weyerhaeuser (KTH) 183 Cotuit St 360 Route 101,Suite 2 N. Andover, MA Bedford, NH 03110 Phone: (603)-472-6730 Copyright Cj 2006 by Trus Joist, a Weyerhaeuser Business G TJIQ� and TJ-BeamV are registered trademarks of Trus Joist. 1I^'J1 e -I JoistTM,Pro- and TJ -Pro- are trademarks of Trus Joist. S:\ENG\TCD\Project Files\40000-49999\48000-48999\48300-48399\48340\Habeshian- mannarino res 26ft 6in joist.sms 04/17/2007 09:59 FAX 1 978 256 3339 i Q 84/16/2087 16:55 6033625337 MOORE LUMBER CHELMSFORD ROMARO STRUCTURES f� 004 PAGE 04 Ij1p A.�- , BOARD U -F aUIL� REGI tOL-nb--- CZs Q 7 5 16-3 0 I f ®�$ � /7$ ƒkƒ } } \ \ %!t kms■= �� �2 —/ w- � k22p/7_/ƒ # 2 = ¢ Q ! \ � d J } } \ \ %!t —/ w- � ����\ # 2 = ¢ Q ƒ m .f � I I MAScheck COMPLIANCE REPORT I i Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I i Checked by/Date I I CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 4-17-2007 DATE OF PLANS: 4-13-07 PROJECT INFORMATION: MANNARINO 183 COTIUT STREET N. ANDOVER,MA. COMPANY INFORMATION: JAYRON LLC COMPLIANCE: PASSES Required UA = 424 Your Home = 417 Area or Cavity Cont. Glazing/Door Perimeter ------------------------------------------------------------------------------- R -Value R -Value U -Value UA CEILINGS 1278 30.0 0.0 45 WALLS: Wood Frame, 16" O.C. 2137 13.0 0.0 176 GLAZING: Windows or Doors 309 0.340 105 DOORS 40 1.070 43 FLOORS: Over Unconditioned Space 810 19.0 0.0 38 FLOORS: Over Outside Air 288 30.0 0.0 9 HVAC EQUIPMENT: Boiler, 88.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date F1 MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 DATE: 4-17-2007 CEILINGS: 1. R-30 Comments/Location WALLS: 1. Wood Frame, 16" O.C., R-13 Comments/Location WINDOWS AND GLASS DOORS: 1. U -value: 0.34 For windows without labeled U -values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: 1. U -value: 1.07 Comments/Location FLOORS: 1. Over Unconditioned Space, R-19 Comments/Location 2. Over Outside Air, R-30 Comments/Location HVAC EQUIPMENT: 1. Boiler, 88.0 AFUE or higher Make and Model Number AIR LEAKAGE: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: Required on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. I I MATERIALS IDENTIFICATION: Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R -values, glazing U -values, and heating equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.): CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.): PIPE SIZES (in.) NON -CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F): RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.): PIPE SIZES (in.) NON -CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F): RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 I 140-160 0.5 I 0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only) ------------------------- rol A 0 0 w m D Z z D z O m z O D 4 O z N A O z 4 m m D• O z 104" 11-411 flf N M r - m I° -+, 4 r m V3 w O � D i0 O { 10 m Z O iD O 6 r 7 N f r O O 70 w m D m U) w O Ct D -0 Zl O mU X1 O O N m O 3 A z z D A z O ill m z O A O z N 11-611 L 51-'111 241-011 MR 0 m 28'-0" -6 26'-6" 3'-91h" 4'-10" .- I'-9" 1 5-1 5/16" x 4'-476" 2'-9%" x 4'-416" YAW x 4'-476" 5'-," 1- 26'-0" w M D 0 m � 0 W N -a = z A b 0 fl O b p � 3 3 O � r m p 0 0 �tl r b z � p D E cn E z pm N3 c 3 A � 28'-0" -6 26'-6" 3'-91h" 4'-10" .- I'-9" 1 5-1 5/16" x 4'-476" 2'-9%" x 4'-416" YAW x 4'-476" 5'-," 1- 26'-0" 0 � S s LQ E 00 yU�fTTS o cu z 0 � S s LQ E 00 yU�fTTS m Dr m W W � O� D Xl 0 m A O 0 N D z z D Z O A m z O D 4 O z i !•-----------+ i� ice■ N 0 < R11 N 0 < R11 O O A N N �1 D 3 z D z do m z O � AI -n r z •--------------------------------------------- ------------- „ „ „ „ „ „ „ „ „ „ m �E z , 03 z , 3 Q m i i Q I, 3 m -4 , , N m N , 17� , ; ------ -----; Z 2 F 0° a N-P. ,� n s9c NOSE yG�FTTS �� m X N 4 z Pi 0 d O z z w --------------------------- D m n D 1 1 1 1 1 1 1 1 w 1 1 1 1 1 1 1 1 1 1 � I I 1 t 1 A z X 1 1 1 � D 0 N z ----- N O D O � A 1 1 I � p z D O 1 I 1 1 1 -0 p A r D z z p I 1 1 1 1 1 A I 1 1 •---- < D b E m Z U3 CJ z N G` p 3 I 1 T I 1 221-6" 4'-10" ----- ---------------------------------- - 1 1 1 1 1 I 1 1 i 1 1 i i 1 1 1 I 1 1 1 i I I I I I 1 1 1 I 1 1 1 1 I 1 1 1 i 1 I 1 1 1 1 i •----------- _- --------------------------- •-----• 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I I 1 t 1 1 I 1 J ---__y 1 1 1 I 1 1 ----- w 1 I 1 1 1 1 I I 1 1 I 1 I 1 1 1 1 I 1 1 1 I 1 1 1 1 1 I 1 1 •---- 1 I 1 I 1 I 1 I 1 1 w 11 1 1 1 11 r-----------' 1 1 1 I 1 1 I 1 , N 41-0" I I I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 lD 1 1 1 1 w 11 1 1 _ 1 1 1 1 1 1 1 1 1 1 I 1 1 I I 1 1 1 I � I I 1 1 I , I 1 I 1 1 I 1 I I 1 1 1 1 1 1 1 w 1 1 = 1 1 I 1 1 I 1 1 1 -------------------------- 22'-611 Cp N A O { D N E m z A T - Z1 A 0 A 0 N A z z D A z 0 A m z O { D 0 z N I II �0]m I II j m m Az MO A� N r m D O:zzowzwm-i 7rN0\D41t p�M Z m�NX-4 (31rO m 4 Ap`-4 M DmrG�U�rrD z 11O�r�OOm �'„Ax ��U'tP(1►.xi� LO M pm� rr-m DA�pmbAp NAzAOzOz p 3UtO MO (1r�AmrAmDDf1 =-nm�'�1 I> -04 -4 mzO 0 0 l,.T00000,U-qr m m Opm A �' O -+O�mNz UDOOIm m�E=-� z�D�A Dcnm N U1 O �, 0 rA�AA G)mm-+m pt4 ° r A -n NODnm --4 - 0 -p XX r (p N m �� 0D o A m A = O p �n r -4 D (1 O ON z m - N E N N \ N -4 Aux W � N N x 0 DA6�E to 0 fj r r N 0-4N O N A x <-4 -3 W 4�z� N (31rr OD-4Or(1 Arn O -4 Q r W �D � °=GiX X04 (l Z < DAjpr�D T 0 �O' I>' O Oo Z A 4 m m < 0 E D r r I II �0]m I II j m m Az MO A� N r m D s? UJ z 0— Jo x o w v cn 0 w � o w o w :c u a W. 0 w a o u: •G w a w � w w� c� u � � ts. w o• � w a cn cn v) UJ z 0— 4 M 4 f ., O O L Z o. O y � G cm I b-0 y �O �E m m H Z �3 O O LO O O' CL. G Q C cc ca cFL 0 CD Z s U y c G C ■ C c CLCOD c W W 19 W U) [Ilk R c c � o c O C 'ti H VCJ CL. C . Z 0 •oma Ea = COL c E <:om 00 Q c r m c_ WIN E C 4v o V ID 93 of DID � H m o zip C �: y � QO+ �. E ��m _ . :a�� �mm m =o cm m o r V h � O O `CO d cmz C = H m .�-• :m-3 CLO N N _ ■� Re -- "'ovo, Z O LU m a m� o: S H ` H = O =�amm� 4 M 4 f ., O O L Z o. O y � G cm I b-0 y �O �E m m H Z �3 O O LO O O' CL. G Q C cc ca cFL 0 CD Z s U y c G C ■ C c CLCOD c W W 19 W U) a b H O ,O 4a O G O O F. b C." O co a O L7 O 1O. N o0 U O ri o +-j q,U C � fu 1 ci W W G o, o U V' N 9 O 4 a w co {4 O O 4a 4 ra 4j 1Q) h1 b 41 Q) U .N ::I a) N a 41 O U) U E N O n ti 4-4 4-3 W V) rz N N w(U 41 w 4-J rra F � b N Q) O U � O � O o, ti , E co O N b r -I U A r� M �V O O y LL 0 OEM 4.+E 4— v E G1 C) a: E l/0 W a b H O ,O 4a O G O O F. b C." O co a O L7 O 1O. N o0 U O ri o +-j q,U C � fu 1 ci W W G o, o U V' N 9 O 4 a w co {4 O O 4a 4 ra 4j 1Q) h1 b 41 Q) U .N ::I a) N a 41 O U) U E N O n ti 4-4 4-3 W V) rz N N w(U 41 w 4-J rra F � b N Q) O U � O � O o, ti , E co O N b r -I U A