Loading...
HomeMy WebLinkAboutMiscellaneous - 39-67 Saunders Street\�I 5 y as 2 Location -7�� No. 64(" - Check# /(>1 (J, Date TOWN OF NORTH ANDOVER -/10 $ Certificate of OTCupancy Building/Frame Permit Fee Foundation Permit Fee Other Permit Fee TOTAL $ Building Inspector `i a TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Valid for 30 Days from April 10, 2017 Building Permit Number 546-2016 on 11/2/2015 Date: April 10, 2017 THIS CERTIFIES THAT THE BUILDING LOCATED ON 39-67 Saunders Street MAY BE OCCUPIED AS a 15 unit apartment building N ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Bradstreet Partners LLC 39-67 Saunders Street North Andover, MA 01845 Fee: $300.00 Receipt: '3 � V2-1 Check: 12-R S � + TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Valid for 30 Days from April 10, 2017 Building Permit Number 546-2016 on 11/2/2015 Date: April 10, 2017 THIS CERTIFIES THAT THE BUILDING LOCATED ON 39-67 Saunders Street MAY BE OCCUPIED AS a 15 unit apartment building N ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Bradstreet Partners LLC 39-67 Saunders Street North Andover, MA 01845 M beef - ?f - :�10 21-!io — 2/—� Fee: $300.00 Receipt: '3 � 1P2i Check: 12f1S ,a 4% ,4L I U Date ....... ... ... J.-7-../ ... 5 ..... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ................. ) ............. A,44..O.. A.) .................................. .......... .......... ... ... . has perniission to perfonn ....... A wiring in the building of ....... . . . . .......... . ... ............ at ......... ...... ...... 5.1 . ................ . �orth,AT)dover, Mass. FeeZ Lic. No . ................. ....... 2 311 ELECTRICAL iN, SPECTOR Check # .2�1� 70 n i, Commonwealth of Massachusetts Orfici,l Lke Only Department of Fire Services I'crini( No. BOARD OF FIRE PREVENTION REGULATIONS Occupancy Ind l cc. CI)ecked (Please add zip codes & electrician's cell #; 1z�, I r17I (Ir I,I;ink 1 contract # & b/d permit # if applicable.) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to he Im-formed in acenrdancc kcitII the Massachlr us I*Icc[ icaI ( nde (I\11 "), 5'7 (. \11t 12.()u (PI,EASE PRINT IN INK OR TYPE ALL INFORAIAI7ON) Date: // City or Town of: ,/dal- Z4 /��� To the ln.chi.�c.�tnr of 66'ilcis. By this application (lie Undersigned gives notice of hi, or her intention to perform (hal work electricork descrihcd hcl(,\%. Location (Street & Number) b�g —•6 1'>S�v ���S]Xeryl__ — - ------ Owner or "Tenant _%/Fri �r>r� ���c'/�,�LG----------- ---- 'Telephone No.__�'—�-------._.� Owner's Address Is this permit in conjunction with a building permit:' 1•es `_I No ❑ (Check Appropriate 13ox) Purpose of Building ��-jC�?-— ���/ Utility Authorization No. �t2�� --- Existing; Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service (W Amps /,2a /20yVolts Number of Feeders and Ampacity Location and Nature of Proposed Electrical Wolk: Overhead ❑ I:ndgrd [41�' No. of INiewrs 5�/ .�. ✓(ICJ t. Commh,lion of lh.' hilloll im,,ll�l l" m<. h,' 1r 1 ho ih. L„.,•„ �,:, . ✓ I . No. of Recessed Luminaires No. of Ceil.-Susp. (Paddle) Fans — No. o Total-- ­ T ra llstor lite rs No. of Luminaire Outlets No. of I -lot -Tubs Generators No. of Luminaires %Otj Swimming Pool Above ❑ In --Q gl•nd. grnd. I aty,mergency ,Ig 1 jn� 2 - --- - Battery Units No. of Receptacle Outlets SrIC2 No, of Oil Burners FIRI; AL.AiLti1SNo. of %ones �1 � No. of SwitchesNo. ©v No. of Gas Burners of`LZetection aald _.___..__.._._... Initiating Devices No. of Ranges yes / --- _ Total ��Tons �f. j -- — —� No. of Alerting Devices Jr/y No. of Waste Disposers feat Pump Totals: Number Pons .......................................... KW No. o ..'el - Con(— tailled-------`'� -- Detection/Alerth Devices lit J — No. of Dishwashers ` — ---- - ------ Space/Arca Heating 1«V _ -- ---------- Munlclpal fJ rc> Local ❑ Other r�,i` Connection No. of DryersHeating Appliances ►�V1r Security Ste ns:* No, of Devices or Equivalent No. o Water KW Heaters No. off— ---- No. o _ Signs Ballasts Data Wiring: -- -- No. of Devices or 1416valent No. L►ydromassage Bathtubs No. of Motors-- --Notal LII' _ 1' eleconunumcahons Wtrrng: No. of Devices or Ec uivalent —--------_— -- OTHER: -- ---- t catch anklitiomd i cluil irdcmrcd. or u.. recluircd hT //w bop"c im / II i/ c, i'stimated Value of'l. lectrical Work: (When required by municipal policy.) Work to Start: inspections to be rcgtlestecl in accordance with MLC Rulc 10, and upon complcticm. INSURANCE COVERAGE: Unless waived by the owner, nes permit for (he perlornuurce ol'cicctrical �'vork nuly Issuc unless the licensee provides proofof liability insurance including "complcted operation" co\era�14e car its substantial C(ILM alcnt. I he undersigned certifies that such coverage is in tbrce, and has exhibited proofofsanic to the permit issuim,, oIli cc. CHICK ONE: INSURANCE ❑ BOND ❑ 0.1111:It \❑ (Specify:) (Jeneral Liability 12/3115 i certify, under the pains and penalties gfperjury, that the information on this application is true and complete, FiRM NAME: Bolssonneault Electric Corp. LIC. NO,: --.I IS2 3A Licensee: D Apt gudwr Signature ��.�%lr --- L IC. N0.:_o2!_���/� (// opplicahle. eaNer "ercntpt " in the license mnrher line.) Bus. Tel: No.: 078)454-03S3 - Address: 36 Chuck Drive -- Dracut, MA 01826Alt. 'Tel. No.: (97S) ISS -c>97 *Security System Contractor License required for this work: ifapplicable_ enter the license number here: OWNER'S INSURANCE WAIVER: I am aware that the LICCIISCC clot. tun/ hcnr the liability insurance,coVel"Ige nornutlly required by law. By my signature below, i hereby waive this requirement. I ani the (check one)❑ owner ❑ owlicr's a�cnt. Owner/Agent q Signature — _ Telephone ,No.--- — PERMIT FEE: 5288/ --_ 441or The Commonwealth of Massachusetts Department of IndustrialAccidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 " wwra.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricif TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Name (Business/Organization/Individual): Boissonneault Electric Corp. Address: 36 Chuck Drive - P.O. Box 639 City/State/Zip: Dracut, MA 01826 Phone #: 978-454-0383 Are you an employer? Check the appropriate box: Type Of project (r uired): 1. am a employer with _ employees (full and/or – 7. ®New constru tion 2.[ I am a sole proprietor or partnership and have no employees worming for me in 8. [ Remodeling any capacity. [No workers' comp. insurance required.] 9. Demolition ❑ 3.01 am a homeowner doing all work myself. [No workers' comp, insurance required.] t 4, a i am a homeowner and will be hiring contractors to conduct all worm on my property. i will 10 Building addition ensure that all contractors either have workers' compensation insurance or are sole I LF1 Electrical re airs or additions proprietors with no employees. 12.E]Plumbing re airs or additions 5.❑ I am a general contractor and I have hired tyre sub -contractors listed on the attached sheet. Roof repairs 13.® p These sub -contractors have employees and have workers' comp. insurance.: 6.E] We are a corporation and its officers have exercised their right of exemption per MGL, C. 14.[]Other— -- --- 152, § 1(4), and we have no employees. [No workers' comp. insurance required.] *Any applicant that checks box AI must also fill out the section below showing their workers' compensation policy information. 1 Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit :Contractors that check this box trust attached art additional sheet showing the name ofthe sub -contractors and state whether or not those employees. Ifthe sub-contructors have employees, they must provide their workers' comp, policy number. Ig such. have I am an employer that is providing workers' compensation insurance for my employees. Below is the polio andjob site information Insurance Company Name: Utica National Insurance Group Policy # or Self -ins. Lic. M 4386559 Expiration Date: 1/1/16 Job Site Address:.? 9' — (4 > ScrCZLIC4 i'5 S/' City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and a pira ion date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by 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. A copy of this statement may be forwarded to the Office of Investigations of the Dfor insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true i)ate- 1111-711 978-454-0383 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. Plumbin Inspector 6. Other Contact Person: Phone *' .- AMMO... LTH:OF MA SAG HIT Al } 0 R:�:. 121 C"`I A N $ ISSUES THE,.,FOLLOWING LICENSE AS A REGISTERED MASTER. ELECTR I C IAN 90ONEAULT ELECTRIC CORP Nd{tMANp.;_A f1.W,Si4'ONNEAULT P4..ROX 639 DACuT MA 01826-0639 1 1823 07/311,14..; _ ::; 32609 MM NW LTH OF-RASUCH3TF:S it.I TANS ISSUES THE FOLLOWING.LICENSE AS A'!.R G ;JOURNEYMAN ELECTRICIAN NORMAND 0 901SS09' EAULT PO BOX 639 DRACUT MA 01826-0639 24699 E..:: 07/11::41<6:.... 32610 .......... ... Date .... \ 2- .......................... rOWN OF NORTH ANDOVER PERMIT FOR WIRING ............. has pennission to perfor(.- "3 ........ wiring in the building of ...... ......... .... .................. 5q— at ....... ............................. . . ................................. Fee?$I.%.1 .......... Lic. No. .. ................ ................. Check# *G —2c, � (a 0A /p ............................................ L .......................................................... North Andover, Mass. ELECTRICAL INSPECTOR III? )14� . pt N lr� "Duo 1 1 LAC, CornmoncuJ4 o/ V7 amacL tb a. pad.d of -%- Serviees pe-J?—Vv-� 1-� BOARD OF FIRE PREVENTION REGULATIONS Officia Use Only Permit No. Occupancy and Fee Checked [Rev. 1/071 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: City or Town of: To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) '- ,�'� ,jip�,y�e r J fir e, e i Owner or Tenant ��tA�Tirtee ms, T�.e,� r ele r Telephone No. Owner's Addressee .f Acer /f'-� �✓ ���r .ihhir Is this permit in conjunction with a building permit? Yes.K No ❑ (Check Appropriate Box) Purpose of Building �f'er%- ce , v��.�,r�s.:-� Utility Authorization No. Existing Service Amps / Volts New Service no Amps fYo Volts Number of Feeders and Ampacity Overhead ❑ Undgrd ❑ Overhead ❑ Undgrd2 No. of Meters No. of Meters ,� Location and Nature of Proposed ElectricarWork: e,a 2cT"oma- o� Com letion of the followingtable may be waived by the Inspector of Wires. Attach additional detail iJ desired, or as required by the inspector oj nares. Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) Icertify, under thepains andpenalties ofperjury, that the information on this application is true and complete. FIRM NAME: Boissonneault Electric Corp. LIC. NO.: 11823A Licensee:7 Signatures LIC. NO.: (Ifopplicable, enter "exempt" in the license number line.) Bus. Tel. No.: 978-454-0383 Address: 36 Chuck Drove. Dracut, MA 01826 Alt. Tel. No.: *Per M.G.L. c. 147, s. 57-61, security work requires Department of Public Safety "S" License: Lic. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's a ent. Owner/Agent PERMIT FEE Signature Telephone No. . $0°`� No. of Total No. of Recessed Luminaires No. of Ceil: Sus Paddle Fans P (Paddle) Transformers KVA No. of Luminaire Outlets No. of Hot Tubs Generators KVA No. of Luminaires Swimming Pool Above ❑ In- ❑ g rnd. rnd. lqq—o. oUnits Emergency Lighting Batter Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS I No. of Zones No. Detection and No. of Switches No. of Gas Burners Initiatin Devices I No. of Ranges Total No. of Air Cond. Tons No. of Alerting Devices Heat Pump Number Tons KW No. of Self -Contained No. of Waste Dis osers P Totals: .......... Detection/Alerting Devices No. of Dishwashers S ace/Area Heating KW P g Local ❑ Municipal ❑ Other Connection No. of Dryers �'Y Heating Appliances KW Security Systems:* No. of Devices or Equivalent No. of Water KW No. of No. of Data Wiring: Heaters Signs Ballasts No. of Devices or Equivalent Telecommunications Wiring: No. Hydromassage Bathtubs No. of Motors Total HP No. of Devices or Equivalent OTHER: Attach additional detail iJ desired, or as required by the inspector oj nares. Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) Icertify, under thepains andpenalties ofperjury, that the information on this application is true and complete. FIRM NAME: Boissonneault Electric Corp. LIC. NO.: 11823A Licensee:7 Signatures LIC. NO.: (Ifopplicable, enter "exempt" in the license number line.) Bus. Tel. No.: 978-454-0383 Address: 36 Chuck Drove. Dracut, MA 01826 Alt. Tel. No.: *Per M.G.L. c. 147, s. 57-61, security work requires Department of Public Safety "S" License: Lic. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's a ent. Owner/Agent PERMIT FEE Signature Telephone No. . $0°`� COMMONWEALTH OF MASSACHUSETTS !r BOARD OF ELECTRICIANS F ISSUES THE FOLLOWING LICENSE f ' AS A REG :JOURNEYMAN•ELECTRICIAN N:EAL _N BOISSONNEAULT f W 100 GILMORE ST ~" �3 Z ' LOWE LL MA 01854-1737 J i r 11397 B 07/3/1;6 32831 I Yhe Commonwealth of Massachusetts Department of ImdustrialAccidents a 1 Congress Street, Suite 100 =�y Boston, MA 02114-2017 www mass.gov/dia sy. P C t'on Insurance Affidavit: JBuilders/Contractors/Electricians/Plurabers. Workers oinpensa i TO BE FILED WITH THE PERAUTTING AUTHORITY. Applicant Information Please Print LeaiblY Name (Business/Organizationlindividual): ��f1Q.e�.�c�� .A�ddress: -7C cis c,r 11� , .� (�;ic�/C'i�tP/Tn• //,s���s i��'/i� ©WL Are you an employer? Check the appropriate box: Phone #: .`'�%�"%f"% _'P �f- .7 I am.a. employer with employees (full and/or pari time).* 2. 1 am a sole proprietor or partnership and have no employees working for me in any capacity. [No workers' comp. insurance required.] 3. Q I am a homeowner doing all work myself [No workers' comp. insurance required.] t 4. ❑ lam a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers' compensation insurance or are sole proprietors with no employees. 5. ❑ I am a general contractor and I have hired the sub-coiitractors listed on the attached sheet. These sub -contractors have employees and have workers' comp. insurance.t 6. Q We are a corporation and its 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 (Jequired): 7New constriction 8. [] Remodeling 9. ❑ Demolition 10 [] Building addition 11J;iMlectrical repairs or additions 12.0 Plumbing repairs or additions 13. [] Roof repairs 14. ❑ Other *Any applicant that checks box#1 must also nn uur L �u-«-�a ���� •• �•" ^L n -•_ • • _______ - r policy information. h. f Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating suc tContrabtors that check this box must•attached an additional sheet showing the name of the sub -contractors and state whether or not those entities have employees. If the sub-con[ractors have employ ees,'tliey must provide their workers' comp. policy number. ' I am an employer that is pidviding workers' compensation insurance for my employees ' .Below is the policy and job site information. Insurance Company Name: Policy # or Self -ins, Lic. #: �� �� - Expiration Date: Job Site Address: J l - City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a Erne 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. A copy of this statement may be forwarded to the Office of Investigations of the DTA for insurance coverage verification. X do hereby certify under thepains and penalties ofperjur) that the information provided above is true and correct. Date - sign ure v� '�' Date: Off tial 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. PIumbing Inspector 6. Other Contact Person: Phone #: .rA x 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 bf hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or' any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall. enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill -out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-'contractoi(s) name(s), address(es) and -phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employdes 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 yo'u'are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self iiisured 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 (if necessary) and under "Job Site Address" the applicant should write "all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. Anew 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 Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617•-727-4900 ext. 7406 or 1-877-NUSSAFE Fax # 617-727-7749 Revised 02-23-15 www.mass.gov/dia #3 El Bank ' America's Most Convenient Bank® 800-747-7000 TD BANK NA P 0 BOX 1377 LEWISTON, ME 04243-1377 TOWN OF NORTH ANDOVER DEPOSITORY ACCOUNT 120 MAIN ST NORTH ANDOVER MA 01845 ACCT# 8245912840 DATE: 12/14/2015 THE FOLLOWING ITEM(S) THAT WERE DEPOSITED INTO ACCT # 8245912840 HAVE BEEN RETURNED UNPAID. WE HAVE DEBITED YOUR ACCOUNT AS INDICATED BELOW. THE ASSOCIATED FEES WILL BE REFLECTED ON YOUR MONTHLY ANALYSIS STATEMENT. IF YOU HAVE ANY QUESTIONS OR CONCERNS, PLEASE CONTACT US AT THE NUMBER LISTED ABOVE. CHECK# DEPOSIT DATE CHECK AMOUNT REFERENCE# RETURN REASON 2278 12/09/2015 2,889.00 748821481 STOP PAYMENT 11Y TOTAL ITEM(S) 1 TOTAL AMOUNT $2,889.00 1 ci 33-1 *211274450* 12/14/2015 000000706805986 This is a LEGAL COPY of your check. You can use it the same way you would use the original check. RETURN REASON (C) STOP PAYMENT Cash Letter 1 of 1 Bundle 1 of 1 Item 1 of 1 Ln STOP PAYMENT STOP PAYMENT coco � a- i In de BOISSONNEAULT ELECTRIC CORP. 2278 O i I &lerideal amftseim 53.274.113 CHECK N0. P.O. BOX 639 DRACUT, MA 01826 454-0383 r(978) co S F9 I`..� `i DATE /un 7jf��roye/ Eyyi /sG.-�.re�/.yifli✓ .� ���y, /a-7 AMOUNT @ C3 i 0 m 1 Oa 1 1 PAY �_ OR ER �Ol✓N i�/� /1�OiC�/i� �it��✓�� p W C7 f1J � � OF� n• `I' . m�1 6=1I1 11'00227811' 40113027421: 096 46711' _--_ 11100 2 27811' 41:0 1 130 274 21:09646711' 11'0000 288900 l'n e1�4- 19-b/ Saunaers Jtreet 15 Kesiaenvai Apartments Address I IBuilding I I Electical I I Plumbing/Gas I Notes 39 Rough Final 411 Roup Final 431 RouE Final 45 Rough Final 471 RouE Final 491 Rou Fina 511 RouE Final 531 RouE Final 55 Rough Final 57 Rough Final 591 RouE Final 611 Rough Final 63 Rough Final 65 Rough Final 671 Rough Final I nt-nfinn � 9— & � - S��. C,- &/�S -15XI N JQ o. Check # 1p(,q Date TOWN OF NORTH ANDOVER 7/ $ Certificate of Occupancy Building/Frame Permit Fee Foundation Permit Fee Other Permit Fee TOTAL $ Building Inspector TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Valid for 30 Days from March 9, 2017 Building Permit Number 546-2016 on 11/2/2015 Date:March 9, 2017 THIS CERTIFIES THAT THE BUILDING LOCATED ON 39-67 Saunders Street MAY BE OCCUPIED AS a 15 unit apartment building IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Bradstreet Partners LLC 39-67 Saunders Street North Andover, MA 01845 i Fee: $300.00 Receipt: 31604 Check: 1264 TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Valid for 30 Days from February 9, 2017 Building Permit Number 546-2016 on 11/2/2015 Date: February 9, 2017 THIS CERTIFIES THAT THE BUILDING LOCATED ON 39-67 Saunders Street MAY BE OCCUPIED AS a 15 unit apartment building IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Bradstreet Partners LLC 39-67 Saunders Street North Andover, MA 01845 1 Fee: $300.00 Receipt: 31604 Check: 1264 r Location 2� 1 No. i--�, �, - 2 U I �- Date TOWN OF NORTH ANDOVER - I 0:�, u-,, Certificate of Ocipancy $ Building/Frame Permit Fee Foundation Permit Fee Other Permit Fee TOTAL $ Ch eck # Building Inspector t �h TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Valid for 30 Days from January 9, 2017 Building Permit Number 546-2016 on 11/2/2015 Date: January 9, 2017 THIS CERTIFIES THAT THE BUILDING LOCATED ON 39-67 Saunders Street MAY BE OCCUPIED AS a 15 unit apartment building IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Bradstreet Partners LLC 39-67 Saunders Street North Andover, MA 01845 Fee: $300.00 Receipt: 31468 Check: 1234 ,It" O, MORTM 1M ��!.'•.,. 001. O w f a TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Valid for 30 Days from January 9, 2017 Building Permit Number 546-2016 on 11/2/2015 Date: January 9, 2017 THIS CERTIFIES THAT THE BUILDING LOCATED ON 39-67 Saunders Street MAY BE OCCUPIED AS a 15 unit apartment building IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Bradstreet Partners LLC 39-67 Saunders Street North Andover, MA 01845 Fee: $300.00 Receipt: 31468 Check: 1234 TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Valid for 30 Days from December 8, 2016 Building Permit Number 546-2016 on 11/2/2015_Date: December 8, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED ON 39-67 Saunders Street MAY BE OCCUPIED AS 15 unit apartment building IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Bradstreet Partners LLC 39-67 Saunders Street North Andover, MA 01845 WA ��.= 1.`RJO—M ��r� Ifo 11�• Fee: $300.00 Receipt: 31303 Check: 2909 ''wwn !SE9 * ) `LJ 0 .� Qcv++ � a L u uj 2 H CL N 7. LA Z W H 0 a O C7 Q z W C s °1 m J '.7 ° J r� w V LLJ u' N Y OJ X vTiQL �U 'O '�.bfE O O.O LL N= t O U LL O m O O d' LL j O 41 O d' VI LL 3 O- W LL E O 7 yi, E CD V1 N M ''wwn !SE9 * 9 ) `LJ 0 .� Z � Z L u Zv Lu 9 i— Z `LJ 0 .� Li az L u .1 F E r L 2 z O z W a W W a ;v N r�� i w E O z �. O N 0 � � d � W Q •E m m a O — A o �+ v� 0 O CL a a Ca OM _ J •v CLOS �z 0 CL V N c _ C w c O 0 0 oc z u w w p ui v ui 2 a vai CA Z ? ? a oc LL O C7Q y Z Z Z V W a of m a o , g O E m C�1 Jai LL f C a {LI U T 1 O O N o \� °�° � °�° to a =. c E v O LLN LL U LL m LL d' N LL d' LL CO 2 z O z W a W W a ;v N r�� i w E O z �. O N 0 � � d � W Q •E m m a O — A o �+ v� 0 O CL a a Ca OM _ J •v CLOS �z 0 CL V N c _ C A R C H I T E C T S F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 01 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: October 2, 2015 TIME: 10:30 am TEMP. RANGE 60-65 EST. % OF COMPLETION 2% CONFORMANCE WITH SCHEDULE(+, -) On Schedule WORK IN PROGRESS PRESENT AT SITE Site work grading Loader present no operator Foundation Work (2) workers (1) foreman OBSERVATIONS: 1. Footing formed and reinforcing bars installed per detail. 2. Vertical reinforcing install to tie to foundation wall. ITEMS TO VERIFY: INFORMATION OR ACTION REQUIRED: ATTACHMENTS: REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrassearchitects.com AA26001333 UA MW if Ff �•.� :� � � .fir tj IN m "WR A R C H I T E C T S F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 02 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: October 9, 2015 TIME: 10:30 am TEMP. RANGE 60-65 EST. % OF COMPLETION 3% CONFORMANCE WITH SCHEDULE(+, -) On Schedule WORK IN PROGRESS PRESENT AT SITE Site work grading Loader present no operator Foundation Work (2) workers (1) foreman OBSERVATIONS: 1. Footing has been stripped of form. 2. Top and bottom reinforcing being installed per detail. 3. Form work being installed for foundation wall. 4. Foam board being installed for shelf areas. ITEMS TO VERIFY: INFORMATION OR ACTION REQUIRED: ATTACHMENTS: REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrassearchitects.com AA26001333 -T r I .�r 1, L o 00 0 L A R C H I T E C T S F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 02 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: October 21, 2015 TIME: 10:30 am TEMP. RANGE 55-60 EST. % OF COMPLETION 4% CONFORMANCE WITH SCHEDULE(+, -) On Schedule WORK IN PROGRESS PRESENT AT SITE Site work grading Loader present no operator Foundation Work (2) workers (1) foreman OBSERVATIONS: 1. Foundation forms stripped. 2. 2" rigid Insulation installed along outside of foundation wall. 3. Wall being backfilled to rough grade. ITEMS TO VERIFY: INFORMATION OR ACTION REQUIRED: ATTACHMENTS: REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrassearebitects.com AA26001333 1 4s r .. ..,�.. �-ww _ Y A R C H I T E C T S_ F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 04 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: November 6, 2015 TIME: 12:00 am TEMP. RANGE 65-70 EST. % OF COMPLETION 8% CONFORMANCE WITH SCHEDULE(+, -) On Schedule WORK IN PROGRESS PRESENT AT SITE Trenching and grading Excavator and operator Site utilities Under slab piping OBSERVATIONS: 1. Water service installed from Bradstreet. 2. Sprinkler supply riser started. 3 workers 5 workers 3. Under slab grading has been roughed and compacted for gravel installation. 4. Trenching and under slab piping being installed. ITEMS TO VERIFY: INFORMATION OR ACTION REQUIRED: ATTACHMENTS: REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrassearchitects.com AA26001333 In a N N E N O T N 46 O N V -1 A R C H I T E C T S F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 05 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: November 18-27, 2015 TIME: 11:00 am TEMP. RANGE 60-65 EST. % OF COMPLETION 10% CONFORMANCE WITH SCHEDULE(+, -) On Schedule WORK IN PROGRESS PRESENT AT SITE Tree removal 3 Workers Log carrier Site drainage Concrete slab reinforcing Concrete flat work OBSERVATIONS: 1. Trees removed from Main Street frontage. 4 workers Excavator 8 workers 2. Reinforcing mesh and vapor barrier installed for slab work. 3. Grading provided for thickened slab areas. Reinforcing bars installed per detail. 4. Concrete slab placed. ITEMS TO VERIFY: INFORMATION OR ACTION REQUIRED: ATTACHMENTS: REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrassearchitects.com AA26001333 7 4 • 4 i I '. III �'W� �I { � �. i� 1 '�, tI _ �: _ y„ _ ,. --.__ � --epi- .-�;; � _ •a, � _ i �1\.� i�,, .�'L `s �"�'��►_'31,►,��a"s* '"�:4t`•�iM�ib�'��i ''�' � � �. ��.. `��k rh -� ?��=+ icy` • V iI A Y/ �V \ �, cam-- 1. �•�!I,®�y�,�,�' fir... �'�Y ....•s%e`,�_.,:1,:�►"` 4 , fro- -"' �''1 ate;� ' ,• Fe 4` s,f�if.'�$ae• �'�` ....a�".'4•f�� � r C ,�Y.:', ,.1- � t 6W _.._..ate.... LM r f 3 i h 1 A R C H I T E C T S F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 06 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: December 2, 2015 TIME: 11:00 am TEMP. RANGE 60-65 EST. % OF COMPLETION 11% CONFORMANCE WITH SCHEDULE(+, -) On Schedule WORK IN PROGRESS PRESENT AT SITE Site drainage 4 workers Excavator OBSERVATIONS: 1. Drainage and sewer system being worked on. 2. Detention area graded out and gravel base installed. ITEMS TO VERIFY: INFORMATION OR ACTION REQUIRED: ATTACHMENTS: REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrassearchitects.com AA26001333 mall 1. w list � j `�� � '1� � `'i f fir.-;._�_ s . � • , -. 'amu u - u ■ i ® A R C H I T E C T S F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 07 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: January 9, 2015 TIME: 11:00 am TEMP. RANGE 20-35 EST. % OF COMPLETION 12% CONFORMANCE WITH SCHEDULE(+, -) On Schedule WORK IN PROGRESS PRESENT AT SITE Wall Framing 6 workers OBSERVATIONS: 1. First floor wall framing started. 2. Sheathing applied. Verify nailing pattern at shear walls. ITEMS TO VERIFY: INFORMATION OR ACTION REQUIRED: ATTACHMENTS: REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrassearchitects.com AA26001333 I to 0 N m 7 C m rn 1- C) 0 o C, c a� E c m CL Q m m N m m "" T A R C H I T E C T S F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 08 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: January 22, 2015 TIME: 9:00 am TEMP. RANGE 30-35 EST. % OF COMPLETION 13% CONFORMANCE WITH SCHEDULE(+, -) On Schedule WORK IN PROGRESS PRESENT AT SITE Wall Framing 6 workers OBSERVATIONS: 1. First floor walls framed. 2. Sheathing applied to first floor walls. 3. Second floor deck being framed ITEMS TO VERIFY: INFORMATION OR ACTION REQUIRED: ATTACHMENTS: REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrassearchitects.com AA26001333 A R A R C H I T E C T S F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 09 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: February 5, 2016 TIME: 9:00 am TEMP. RANGE 30-35 EST. % OF COMPLETION 13% CONFORMANCE WITH SCHEDULE(+, -) On Schedule WORK IN PROGRESS PRESENT AT SITE Framing OBSERVATIONS: 6 workers 1. Sheathing applied to first floor walls. 2. Second floor deck complete. 3. Second floor walls being framed and sheathed. ITEMS TO VERIFY: INFORMATION OR ACTION REQUIRED: ATTACHMENTS: REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrassearchitects.com AA26001333 A R C H I T E C T S F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 10 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: February 19, 2016 TIME: 9:00 am TEMP. RANGE 30-35 EST. % OF COMPLETION 15% CONFORMANCE WITH SCHEDULE(+, -) On Schedule WORK IN PROGRESS PRESENT AT SITE Framing 6 workers OBSERVATIONS: 1. Sheathing applied to second floor walls. 2. Third floor deck being framed. 3. Second floor walls sheathed. ITEMS TO VERIFY: Nailing pattern for shear walls. INFORMATION OR ACTION REQUIRED: ATTACHMENTS: REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrassearchitects.com AA26001333 :Z;7 a , -W' Ey.. Jim:uL's A R C H I T E C T S F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 11 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: May 12, 2016 TIME: 11:00 am TEMP. RANGE 70-75 EST. % OF COMPLETION 30% CONFORMANCE WITH SCHEDULE(+, -) On Schedule WORK IN PROGRESS PRESENT AT SITE Framing and trim work 6 workers Plumb OBSERVATIONS: 2 Workers 1. Flashing tape has been installed on exterior sheathing. The South elevation is missing corner flashing to seal system over the first floor roof area. 2. Framing was inspected and several areas need attention: A. Anchor bolts need to be secured, nuts are missing at several locations or not solidly set to the sill plate. B. The interior bearing walls do not have anchor bolts. Bolts will need to be drilled and epoxied in the foundation system. Bolts require a min. 6" embedment. C. At the roof level beams are missing posts having the same width as the beam member. This load will exceed the capacity of the single stud. D. Roof trusses are required metal clips to attach to top plate. Multiple areas are missing these clips. 3. Concrete floor has been opened up to install plumbing drain lines. These areas need to be repaired to a level surface to receive finish material. 4. Fire protection has been started on the first floor. No workers on sight. 5. Plumbing system is being installed in first floor. 6. Roof drain piping installed. Review drawings to assure chase is provide around pipe location. Since piping is PVC insulation should be added to attenuate sound. 7. Pipe penetrations through floor and walls need to fire stopped. 8. Metal resilient channel is installed on first and second floor at demising walls. ITEMS TO VERIFY: INFORMATION OR ACTION REQUIRED: ATTACHMENTS: REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrrassearchitects.com AA26001333 m a I Ad oil m kit, �► F 7r grin awn [' o wFi Sol pal A 'T 000 1k or till a? A 'T 000 1k or till V1 C N E r - l0 C. Q m d w co m A w A R C H I T E C T S F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 12 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: June 24, 2 016 TIME: 11:00 am TEMP. RANGE 70-75 EST. % OF COMPLETION 45% CONFORMANCE WITH SCHEDULE(+, -) On Schedule WORK IN PROGRESS PRESENT AT SITE Framing and trim work Plumbing Electrician OBSERVATIONS: 6 workers 2 Workers 2 Workers 1. Framing was inspected again and the folowing areas need attention: A. Anchor bolts need to be secured, nuts are missing at several locations or not solidly set to the sill plate. B. The interior bearing walls do not have anchor bolts. Bolts will need to be drilled and epoxied in the foundation system. Bolts require a min. 6" embedment. 2. Fire protection has been started on the first floor. No workers on sight. 3. Plumbing system is being installed in first floor. 4. Electric panels being installed and wiring for units ITEMS TO VERIFY: INFORMATION OR ACTION REQUIRED: ATTACHMENTS: REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrassearchitects.com AA26001333 A R C H I T E C T S F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 13 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: 8/10/16 TIME: 11:00 A.M. TEMP. RANGE: 80-85 staining EST. % OF COMPLETION % CONFORMANCE WITH SCHEDULE(+, -): On Schedule wall Board 5 Workers Electrician 2 Plumber 1 OBSERVATIONS: 1. Insulation has been installed to 90`k @ Exterior Walls 2. Wall board being delivered 3. Damage @ corners to resilient channel needs to be repaired prior to wall board installation 4. Foam insulation installed under flat roof ITEMS TO VERIFY: Attic Space Continuous Open Ceiling INFORMATION OR ACTION REQUIRED: ATTACHMENTS: Photos REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrassearchitects.com. AA26001333 iV , ..: r �_..�.. R ft A R C H I T E C T S F I E L D R E P O R T PROJECT: Bradstreet Apartments FIELD REPORT NO: 14 Bradstreet, North Andover, MA CONTRACT: New Construction Multi Family ARCHITECT'S PROJECT NO: 2384 DATE: 9/1/16 TIME: 11:00 A.M. TEMP. RANGE: 70-75 Raining EST. % OF COMPLETION % CONFORMANCE WITH SCHEDULE(+, -): On Schedule Wall Board 5 Workers Electrician 1 Plumber 2 OBSERVATIONS: 1. Wall board being installed, hour assemblies installed at corridor walls and stairwell. ITEMS TO VERIFY: Attic Space Continuous Open Ceiling INFORMATION OR ACTION REQUIRED: ATTACHMENTS: Photos REPORTED BY: Tom Galvin One Elm Square T 978.470.3675 Celebration Blvd 1420 Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 www.lagrassearchitects.com AA26001333 0 w I ti 1 1 nF_ — 4- MiTek' MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: 675316 70 Main Street, North Andover MA The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Boise Structural Solutions. Pages or sheets covered by this seal: I26441792 thru I26441808 My license renewal date for the state of Massachusetts is June 30, 2016. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. NOFM,41 XUEGANG tiG N LIU a STRUCTURAL v No. 43283 9��9F0ISTEP�O���'� WMVVv' April 8,2016 Liu, Xuegang IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customer's file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA PLATES GRIP TCLL 50.0 Plate Grip DOL 1.15 TC 0.18 126441792 675316 001 GESI 4 1 A_MGE_E125957_1/30/2016 1:15:47 PM Vert(TL) -0.02 19 n/r 120 TCDL 10.0 Rep Stress Incr Job Reference (optional) Boise Cascade, Biddeford, ME 04005 1-2-0 13-9-0 4x6 = 6.00 12 10 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 0714:56:50 2016 Page 1 ID: sylgONogLEzjndZgz8PIFyQDWr-hkVNfusWOSyRSBIbMH8f9ShTTtngzshUhurYEbzT49x 13-9-0 1-2-0 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 11 34 = 3x4 11 Scale = 1:56.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 50.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.02 19 n/r 180 MT20 169/123 (Roof Snow=50.0) Lumber DOL 1.15 BC 0.13 Vert(TL) -0.02 19 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.01 20 n/a n/a LL 0.0• Code IBC2009ITP12007 (Matrix) Weight: 137 Ib FT = O% BCDL 0 0 LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 1650F 1.5E end verticals. WEBS 2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF -S No.2 WEBS 1 Row at midpt 10-27 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation u' REACTIONS. All bearings 27-6-0 (lb) - Max Horz 35=243(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 28, 30, 31, 32, 26, 25, 24, 23 except 35=-224(LC 6), 20=-198(LC 7), 33=-108(LC 8), 34=230(1_137), 22=-110(LC 9), 21=208(1_C 6) Max Grav All reactions 250 Ib or less at joint(s) 34, 21 except 35=299(LC 2), 20=299(LC 3), 27=294(LC 1), 28=395(LC 2), 30=386(LC 2), 31=332(LC 2), 32=278(LC 1), 33=294(LC 2), 26=395(LC 3), 25=386(LC 3), 24=332(LC 3), 23=278(LC 1), 22=294(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-35=284/327, 4-5=-43/307, 5-6=-39/389, 6-7=-62/459, 7-8=0/469, 8-36=0/559, 9-36=0/565, 9-10=70/667, 10-11=70/667, 11-37=0/565, 12-37=-64/559, 12-13=0/469, 13-14=-62/459, 14-15=39/389, 15-16=43/307, 18-20=284/327 WEBS 10-27=-322/0, 9-28=-355/205, 8-30=-346/190, 6-31=292/154, 4-33=-254/165, 11-26=-355/205, 12-25=-346/190, 14-24=-292/154, 16-22=-254/165 NOTES- (13) 1) Wind: ASCE 7-05; 110mph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Comer(3) -1-2-0 to 1-9-0, Exterior(2) 1-9-0 to 10-9-0, Comer(3) 10-9-0 to 13-9-0, Exterior(2) 16-9-0 to 25-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 50.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). &Agg11 able studs s aced at 2-0-0 oc. anon page 2 r'z' N OF M,' gcti F XUEGANG GN LIU �1 i STRUCTURAL of No. 43283 9 O Q �90rGISTS � 1. _ss/ONAL �G April 8,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design B based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicabirity of design parameters and properly incorporate this design into the overall building design. Bracing indicated B to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Crifeda, DSB-89 and BCSI Building Component 16023 bWingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, NIO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 126441792 675316 001 GESI 4 1 A MGE E125957_1/3012016 1:15:47 PM 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Reference o tional Boise Cascade, Biddeford, ME 04005 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 07 14:56:50 2016 Page 2 I D: sylgO N ogLEzj ndZgz8PIFyQD Wr-hkW Ifus WOSyRSBIbMH8f9S hTTtngzshUhurYEbzT49x NOTES- (13) 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) ' 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 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 28, 30, 31, 32, 26, 25, 24, 23 except (jt=1b) 35=224, 20=198, 33=108,34=230,22=110,21=208. 13) Drawing prepared exclusively for manufacturing by Boise Cascade. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MTek49 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA PLATES GRIP TCLL 50.0 Plate Grip DOL 1.15 TC 0.95 126441793 675316 002 COMMON 50 1 A_PMT _El25957 1/30/20161:15:42 PM Vert(TL) -0.57 9-11 >573 180 Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. TCDL 10.0 Rep Stress Incr YES Job Reference o tional Boise Cascade, Biddeford, ME 04005 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 07 14:56:512016 Page 1 ID:sylgONogLEzjndZgz8PIFyQDWr-9w4gtEt891414LKov_fuigDSIHy1 iC8evYb6nlzT49w 1 -2-0 6-10-15 13.4n 20.7-1 27.6-0 1-2-0 6-10.15 6-10-1 6-10-1 6-10-15 Scale = 1:58.0 5x6 = 6.00 12 i- 12 6x6 = 4x4 = 3x6 = 4x4 = 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 50.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.42 9-11 >772 240 MT20 169/123 (Roof Snow=50.0) Lumber DOL 1.15 BC 0.77 Vert(TL) -0.57 9-11 >573 180 Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. TCDL 10.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.11 14 n/a n/a BCLL 0.0 Code IBC2009ITP12007 (Matrix) Weight: 120 Ib FT = 0% BCDL 1.LUMBER- BRACING - TOP CHORD 2x4 SPF 210OF 1.8E *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5: 2x4 SP 270OF 2.2E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SPF 1650F 1.5E WEBS 1 Row at midpt 3-12,6-8 WEBS 2x4 SPF -S No.2 'Except" MiTek recommends that Stabilizers and required cross bracing 2-12: 2x6 SPF 1650F 1.5E, 7-8: 2x4 SPF 1650F 1.5E be installed during truss erection, in accordance with Stabilizer [installation OTHERS 2x6 SPF 1650F 1.5E guide. REACTIONS. (Ib/size) 12=2161/0-5-8,14=1933/0-5-8 Max Horz 12=255(LC 7) Max Uplift 12=-513(LC 8), 14=-389(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=418/285, 15-16=242/299, 3-16=116/317, 3-17=2352/691, 4-17=-2262/696, 4-18=-2154/708, 5-18=2143/724, 5-19=-2156/718, 19-20=-2164/702, 6-20=2365/685, 6-21=394/262, 7-21=-695/244, 2-12=-669/430, 8-13=-248/1370, 7-13=-248/1370 BOT CHORD 11-12=-440/2057, 10-11=24411626, 10-22=-244/1626, 9-22=-244/1626, 8-9=-426/2078 WEBS 5-9=-182/841, 6-9=-504/304, 5-11=187/803, 3-11=457/309, 3-12=2327/396, 6-8=-2055/461 NOTES- (10) 1) Wind: ASCE 7-05; 11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) -1-2-0 to 1-10-0, Interior(1) 1 -10 -Oto 10-9-0, Exterior(2) 10-9-0 to 13-9-0, Interior(1) 16 -9 -Oto 26-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 50.0 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 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jf=lb) 12=513, 14=389. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Drawing prepared exclusively for manufacturing by Boise Cascade. ON OF MgSSq�yG XUEGANG u, Z LIU a STRUCTURAL cin No.43283 9 0 � A90� /STS NAL SSS/ONAL ENG April 8,2016 AWARNING - VerNy design panmefens and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTeM connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quatity Crtieda, DSB-89 and BCSI Building Component 16023 Svingley Ridge Rd Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA TCLL 50.0 1264417941 675316 003 COMMON 2 1 A_MOHC_E125957_1/30/20161:15:45 PM TC 0.87 Vert(LL) -0.41 11-13 >793 240 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) Boise Cascade, Biddeford, ME 04005 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 07 14:56:52 2016 Page 1 ID:sylgONogLEzjndZgz8PIFyQDWr-d6e24aumw3C8hVu TiA7FtmdCgJWRfPn8CKfJUzT49v r1-2-0 6-10-15 11 20-7-1 27:0-0 28-8-Oi 1-2-0 6-10-15 6-10-1 6-10-1 6-10-15 21 Scale = 1:57.5 4x6 = 6.00 12 6x6 = 44 = 3x6 = 44 = 6x6 = 9-3-3 i 18-2-13 27.6-0 9-33 8-11-11 93.3, LOADING (psf) TCLL 50.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=50.0) Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.41 11-13 >793 240 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.75 Vert(TL) -0.55 11-13 >593 180 BCLL 0.00 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.09 10 n/a n/a Code IBC2009rrPI2007 (Matrix) Weight: 124 Ib FT = 0% BCDL 10. LUMBER- BRACING - TOP CHORD 2x4 SP 270OF 2.2E 'Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 14,6-9: 2x4 SPF 2100F 1.8E end verticals. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF -S No.2 'Except* WEBS 1 Row at midpt 3-14.7-10 2-14,8-10: 2x6 SPF 165OF 1.5E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [installation guide. REACTIONS. (Ib/size) 14=2153/0-5-8, 10=2154/0-5-8 Max Horz 14=-245(LC 6) Max Uplift 14=-515(LC 8), 10=-515(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=419/285,15-16=243/299, 3-16=117/317, 3-17=2338/701, 4-17=2294/702, 4-18=-2141/719, 5-18=2129/735, 5-19=-2131/735, 6.19=-2143/719, 6-20=-2297/702, 7-20=-2340/701, 7-21=117/317, 21-22=-243/299, 8-22=-419/285, 2-14=670/430, 8-10=-670/430 BOT CHORD 13-14=-301/2046,12-13=-93/1617,12-23=-93/1617,11-23=93/1617, 10-11=-286/2047 WEBS 5-11=186/819, 7-11=-476/308, 5-13=-186/815, 3-13=-477/308, 3-14=-2323/406, 7-10=-2326/406 NOTES- (11) 1) Wind: ASCE 7-05; 11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) -1-2-0 to 1-10-0, Interior(1) 1-10-0 to 10-9-0, Exterior(2) 10-9-0 to 13-9-0, Interior(1) 16-9-0 to 25-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate \I\A OF MqS grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category ll; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. �� XUEGANG G- 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 50.0 psf on overhangs i LIU rot non -concurrent with other live loads. 0STRUCTURAL 5) The solid section of the plate is required to be placed over the splice line at joint(s) 12. N0. 4TUR 6) Plate(s) at joint(s) 12 checked for a plus or minus 5 degree rotation about its center. o 3283 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 90 9FGlSTvs: 8) ' 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 2-0-0 wide will �F \� fit between the bottom chord and any other members, with BCDL = 10.Opsf. SS/ONAL ENG 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 14=515, 10=515. t ` 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. IIVA,,/_` 11) Drawing prepared exclusively for manufacturing by Boise Cascade. April 8,2016 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Qualtiy, Crtleda, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Chesterfield, NO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA 126441795 675316 004 SPECIAL 22 1 B_PMT _E126160_2/912016 12:34:54 PM Job Reference (optional) Boise Cascade, Biddeford, ME 04005 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 0714:56:53 2016 Page 1 ID: sylgONogLEzjndZgz8PIFyQD Wr-5JBQHwvOhNK?JeTA1 PiMn5Juf4jMADkxNs4DrwzT49u 1-2-0 4-7-9 5-4-7 6 5x8 MT20HS = 06 = 3x6 = 3x6 = 8 IL 0 d Scale = 1:46.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 50.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.17 5-6 >699 240 MT20 169/123 (Roof Snow=50.0) Lumber DOL 1.15 BC 0.46 Vert(TL) -0.41 5-6 >283 180 MT20HS 127/93 TCDL 10.0 Rep Stress Incr YES WB 0.50 Horz(TL) -0.07 8 n/a n/a BCD LL 10.0 M Code IBC2009/TPI2007 (Matrix) Weight: 54 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 1650F 1.5E end verticals. WEBS 2x4 SPF -S No.2 "Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6: 2x4 SPF 165OF 1.5E MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SPF -S No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=84710-5-8,8=629/0-3-8 Max Horz 6=464(LC 8) Max Uplift6=-139(LC 8), 8=-351(LC 9) Max Grant 6=899(LC 2), 8=776(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-256/162, 3-11=297/0, 5-7=-193/424, 4-7=-193/424, 2-6=-469/304 BOT CHORD 5-6=-288/453 WEBS 3-5=-502/365, 3-6=505/107 NOTES- (10) 1) Wind: ASCE 7-05; 11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) -1-2-0 to 1-10-0, Interior(1) 1-10-0 to 9-6-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.9 psf or 1.00 times flat roof load of 50.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. y 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �0 XUEGANG N 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 2-0-0 wide will LIU ml tilt between the bottom chord and any other members. 0 8) Bearing atjoint(s) 8 considers parallel to grain value using ANSUSTRUCTURAL TPI 1 angle to grain formula. Building designer should verify capacity No. 4TUR of bearing surface. 10 3283 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b) 6=139, 9p 9FOi/STEP�O���Q 8=351. F 10) Drawing prepared exclusively for manufacturing by Boise Cascade. ss/ONAL ENG V V v April 8,2016 ,&WARNING - Vwffy design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE M 1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek* connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA 1 Plate Offsets (X Y)— [2:0-3-0,13-11-1121 126441796 675316 005 SPECIAL 2 1 A MGMT E126160_2l9/201612:34:32 PM LOADING (psf) SPACING- 2-0-0 CSI. Job Reference (optional) Boise Cascade, Biddeford, ME 04005 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 07 14:56:53 2016 Page 1 ID:sylgONogLEzjndZgz8PIFyQDWr-5JBQ HwvOhNK?JeTA1 PiMn5Jn04m_AEJxNs4DrwzT49u r1-2-06.10.15 13 0 1-2-0 6-10-15 6-10-1 6.00 12 8 1 15 3x4 II 3x4 = 3x8 = 34 = 3x6 = ,D 106 d Scale= 1:50.0 LUMBER - TOP CHORD 2x4 SPF 165OF 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF -S No.2 *Except* 2-8: 2x4 SPF 165OF 1.5E OTHERS 2x4 SPF -S No.2 REACTIONS. (Ib/size) 8=1107/0-5-8, 10=894/0-3-8 Max Horz 8=486(LC 8) Max Uplift8=-217(LC 8), 10=-381(LC 9) Max Grav 8=1180(LC 2), 10=1121(LC 2) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing. WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auidP FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1097/39, 11-12=806/47, 3-12=-770/66, 3-13=-343/0, 13-14=320/0, 4-14=-289/0, 6-9=-200/679, 5-9=-200/679, 2-8=1115/267 BOT CHORD 7-8=535/165, 6-7=-303/839 WEBS 2-74/719, 3-6=-985/364 NOTES- (11) 1) Wind: ASCE 7-05; 110mph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) -1-2-0 to 1-10-0, Interior(1) 1-10-0 to 13-3-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 50.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (#=1b) 8=217, 10=381. 10) "Semi-rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Drawing prepared exclusively for manufacturing by Boise Cascade. jH OF MgSSq�yG XUEGANG u, LIU mi ov STRUCTURAL c -'n No. 43283 �Ocr�O/ITEP�����'� 11, � - lli� April 8,2016 'A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Svingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Chesterfield, NO 63017 6-10-1513-M 6.101 6-10-1 1 Plate Offsets (X Y)— [2:0-3-0,13-11-1121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 50.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.04 7-8 >999 240 MT20 169/123 (Roof Snow=50.0) Lumber DOL 1.15 BC 0.29 Vert(TL) -0.11 7-8 >999 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.02 10 n/a n/a BCL 0.0 ' Code IBC2009/TPI2007 (Matrix) Weight: 71 Ib FT = 0% LUMBER - TOP CHORD 2x4 SPF 165OF 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF -S No.2 *Except* 2-8: 2x4 SPF 165OF 1.5E OTHERS 2x4 SPF -S No.2 REACTIONS. (Ib/size) 8=1107/0-5-8, 10=894/0-3-8 Max Horz 8=486(LC 8) Max Uplift8=-217(LC 8), 10=-381(LC 9) Max Grav 8=1180(LC 2), 10=1121(LC 2) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing. WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auidP FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1097/39, 11-12=806/47, 3-12=-770/66, 3-13=-343/0, 13-14=320/0, 4-14=-289/0, 6-9=-200/679, 5-9=-200/679, 2-8=1115/267 BOT CHORD 7-8=535/165, 6-7=-303/839 WEBS 2-74/719, 3-6=-985/364 NOTES- (11) 1) Wind: ASCE 7-05; 110mph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) -1-2-0 to 1-10-0, Interior(1) 1-10-0 to 13-3-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 50.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (#=1b) 8=217, 10=381. 10) "Semi-rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Drawing prepared exclusively for manufacturing by Boise Cascade. jH OF MgSSq�yG XUEGANG u, LIU mi ov STRUCTURAL c -'n No. 43283 �Ocr�O/ITEP�����'� 11, � - lli� April 8,2016 'A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Svingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Chesterfield, NO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA TOP CHORD 2x4 SPF 210OF 1.8E *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5: 2x4 SP 270OF 2.2E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SPF 1650F 1.5E WEBS 1 Row at midpt 3-12,6-8 WEBS 2x4 SPF -S No.2 *Except* MiTek recommends that Stabilizers and required cross bracing 126441797 675316 102 COMMON 10 1 A MOHC_E125957_1/30/20161:15:45 PM Max Uplift 12=-515(LC 8), 8=-402(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=423/287,13-14=2461301, 3-14=118/319, 3-15=2345/707, 4-15=2255/713, Job Reference o tional Boise Cascade, Biddeford, ME 04005 t.b4u s bep za zuT o ml i eK maustnes, Inc. I nu Apr 07 w:oa.y zu io rays ID: sylgONogLEzjndZgz8PIFyQDWraVlpVGv1 SgSsxo2Mb6DbKlrytU?yvYM4cwpmOMzT49t - 1 2 0 6-10-15 13-10 20-7-1 27-6-0 F1-2-0 6-10-15 6-10-1 6-10-1 6-10-15 Scale = 1:56.6 5x6 = 6.00 12 6x6 = 44 = 3x6 = 4x4 = 6x6 = LOADING (psf) TCLL 50.0 (Roof Snow=50.0) TCDL 10.0 BCLL 0.0 ' BCDL SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2D09/TPl2007 CSI. TC 0.92 BC 0.75 WB 0.99 (Matrix) DEFL. in (loc) I/deft Ud Vert(LL) -0.41 9-11 >785 240 Vert(TL) -0.55 9-11 >587 180 Horz(TL) 0.09 8 n/a n/a PLATES GRIP MT20 169/123 Weight: 122 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF 210OF 1.8E *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5: 2x4 SP 270OF 2.2E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SPF 1650F 1.5E WEBS 1 Row at midpt 3-12,6-8 WEBS 2x4 SPF -S No.2 *Except* MiTek recommends that Stabilizers and required cross bracing 2-12,7-8: 2x6 SP M 23 be installed during truss erection, in accordance with Stabilizer [installation Guide REACTIONS. (Ib/size) 12=2158/0-5-8, 8=1983/0-5-8 Max Hoa 12=277(LC 7) Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 72314. Max Uplift 12=-515(LC 8), 8=-402(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=423/287,13-14=2461301, 3-14=118/319, 3-15=2345/707, 4-15=2255/713, 4-16=-2147/725, 5-16=2136/741, 5-17=-21571754,17-18=-2164/738, 6-18=2367/721, 7-20=-350/220, 2-12=-673/431, 7-8=-439/263 BOT CHORD 11-12=-358/2051, 10-11=-165/1623,10-21=-16511623, 9-211=-165/11623,8-9=377/2078 WEBS 5-9=-193/847,6-9=-504/315, 5-11=187/801, 3-11=-463/309, 3-12=2314/412, 6-8=-2409/479 NOTES- (11) 1) Wind: ASCE 7-05; 11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) -1-2-0 to 1-10-0, Interior(1)1-10-0 to 10-9-0, Exterior(2) 10-9-0 to 13-9-0, Interior(1) 16-9-0 to 24-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct=1.1� OF Mq 3) Unbalanced snow loads have been considered for this design. SqL, 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 50.0 psf on overhangs y Gm non concurrent with other live loads. �� XUEGANG 5) The solid section of the plate is required to be placed over the splice line at joint(s) 10. LIU —1 6) Plate(s) at joint(s) 10 checked for a plus or minus 5 degree rotation about its center. O0 STRUCTURAL co 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NO.43283 8) " 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 2-0-0 wide will o �O 9F01STE��O fit between the bottom Chord and any other members, with BCDL = 10.Opsf. ��2 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 12=515, EN 8=402. NAL 10) "Semi-rigid pftchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) 11) Drawing prepared exclusively for manufacturing by Boise Cascade. Vk, April 8,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 101072015 BEFORE USE. Design valid for use only with Mi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek building design. Bracing indicated is to prevent of is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Chesterfield, MO 63017 Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 72314. Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA PLATES GRIP TCLL 50.0 Plate Grip DOL 1.15 126441798' 675316 300 GIRDER 2 (Roof Snow=50.0) A_MGMT_E125957_2/l/20161:07:16 PM BC 0.24 Vert(TL) -0.22 9-10 >999 180 Job Reference(optional) Boise Cascade, Biddeford, ME 04005 7-0-4 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 0714:56:55 2016 Page 1 ID: sylgONogLEzjndZgz8PIFyQD Wr-2hJBicwfD_ajYydZ8gkgsWO7zuTGe2?EgAZJwozT49s 6-7-0 6-10-8 4x6 = 6.D0 12 7.0.4 Scale = 1:58.0 13 12 10 9 8 3x10MT18HS 11 3x8 = 4x6 6x16 = 2x6 II 410 = LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 50.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.06 9-10 >999 240 MT20 169/123 (Roof Snow=50.0) Lumber DOL 1.15 BC 0.24 Vert(TL) -0.22 9-10 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.06 15 n/a n/a BCLL 0.0 ` Code IBC2009rTP12007 (Matrix) Weight: 343 Ib FT = 0% B DL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF 165OF 1.5E `Except" TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-7:2x4 SPF 210OF 1.8E, 14:2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SPF 1650F 1.5E `Except' WEBS 1 Row at midpt 6-10,6-8 8-11: 2x6 SP M 23 WEBS 2x4 SPF -S No.2 "Except' 2-13: 2x4 SPF 1650F 1.5E, 7-8: 2x8 SP M 23, 5-10: 2x10 SP M 23 OTHERS 2x6 SP M 23 REACTIONS. (Ib/size) 13=351010-5.-8,15=4576/0-5-8 Max Horz 13=125(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-4548/0, 3-16=-4216/0, 3-17=-4559/0, 4-17=-4496/0, 4-5=4375/0, 5-18=-4720/0, 6-18=-4800/0, 6-19=-1514/0, 7-19=2220/0, 2-13=-3401/0, 8-14=0/2981, 7-14=0/2981 BOT CHORD 12-13=-81/307,11-12--013903, 10-11=0/3903, 9-10=0/4978,8-9=0/4978 WEBS 6-10=-1485/0, 6-9=-48/375, 3-10=-68/725, 3-12=-836/0, 2-12=0/3702, 6-8=-4259/0, 5-10=0/2675 NOTES- (14) 1) 2 -ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 1-0-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 1-0-0 oc. Webs connected as follows: 2x4 - 1 row at 1-0-0 oc, 2x10 - 2 rows staggered at 1-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 50.0 psf on overhangs non -concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` 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 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 jNOFAfgss9c XUEGANG tiG cP LIU mt STRUCTURAL co No. 43283 9 0lk- 90�nce0/STEP ����� V V v 1 April 8,2016 ,& WARNING - Verify design paramerens and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tenses and truss systems, see ANSI/TP11 Quallty Cdtedo, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, NO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA 126441798 675316 300 GIRDER 2A A_MGMT E125957_211/2016 1:07:16 PM L Job Reference (optional) Boise Cascade, Biddeford, ME 04005 7.640 s Sep 29 2015 MN ek Industries, InC. I nu Apr u/ 14:bb:bb 2U1 b rage z ID:sylgONogLEzjndZgz8PIFyQD Wr-2hJBicwfD_ajYydZ8gkgsW07zuTGe2?EgAZJwozT49s NOTES- (14) 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1470 Ib down at 13-74 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Drawing prepared exclusively for manufacturing by Boise Cascade. LOAD CASE(S) 1) Dead + Snow (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Un'Iform Loads (plf) Vert: 1-2=-120(B=-60), 2-5=-120(B=-60), 5-7=-280(F=220), 10-13=-20(B=-10), 8-10=70(F=60) Concentrated Loads (lb) Vert: 10=-1470(F) 2) Dead + Snow (Unbal. Left) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-120(B=-60), 2-17=-120(B=-60), 5-17=-143(B=-60), 5 -7= -245(F= -220).10-13=-20(B=-10), 8-10=-70(F=-60) Concentrated Loads (lb) Vert: 10=-1470(F) 3) Dead + Snow (Unbal. Right) +Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-85(B=-60), 2-5=-85(B=-60), 5-18=-306(F=-220), 7-18=-280(F=220), 10-13=-20(B=-10), 8-10=70(F=-60) Concentrated Loads (lb) Vert: 10=-1470(F) 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-36(B=-26), 2-5=-36(B=-26), 5 -7= -230(F= -220),10-13=-30(B=-10), 8-10=-20 Concentrated Loads (lb) Vert: 10=1470(17) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pff) Vert: 1-2=25(B=7), 2-5=11(B=7), 5 -7= -206(F= -220),10-13=-16(B=-10), 8-10=-6 Horz: 1-2=-23, 2-5=10, 5-7=20, 2-13=14, 8-14=18 Concentrated Loads (lb) Vert: 10=-1470(F) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17(B=7), 2-5=22(B=7), 5-7=-216(F=-220), 10-13=-16(B=-10), 8-10=-6 Horz: 1-2=-16, 2-5=20, 5-7=10, 2-13=18, 8-14=14 Concentrated Loads (lb) Vert: 10=-1470(F) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=59(B=18), 2-16=46(B=18), 5-16=36(B=18), 5-7=-203(F=-220), 10-13=-16(B=-10), 8-10=-6 Horz: 1-2=47, 2-16=-33, 5-16=23, 5-7=23, 2-13=-17, 8-14=17 Concentrated Loads (lb) Vert: 10=-1470(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=31(B=18), 2-5=36(B=18), 5-19=203(F=-220), 7-19=-193(F=-220), 10-13=16(B=10), 8-10=-6 Horz: 1-2=-18, 2-5=23, 5-19=23, 7-19=33, 2-13=-17, 8-14=17 Concentrated Loads (lb) Vert: 10=-1470(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32(B=6), 2-16=19(B=6), 5-16=15(B=6), 5 -7= -211(F= -220),10-13=16(B=10), 8-10=-6 Horz: 1-2=32, 2-16=-19, 516=15, 5-7=15, 2-13=-17, 8-14=17 Concentrated Loads (lb) Vert: 10=-1470(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pff) Vert: 1-2=10(B=6), 2-5=15(B=6), 519=-211(F=-220), 7-19=-207(F=220), 10-13=-16(B=10), 8-10=6 Horz: 1-2=10, 2-5=15, 519=15, 7-19=19, 2-13=-17, 8-14=17 Concentrated Loads (lb) Vert: 10=-1470(F) 11) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pff) Vert: 1-2=-77(13=-17), 2-5=-27(B=-17), 57=-230(F=-220), 10-13=-20(B=-10), 8-10=10 Concentrated Loads (lb) Vert: 10=-1470(F) AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03)1015 BEFORE USE. Design valid for use only with MiTea connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Crttedo, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA PLATES GRIP MT20 169/123 Weight: 32 Ib FT = 0% LUMBER- BRACING - 126441799 675316 401 VALLEY 2 1 C_PMT _E126160_2191201612:35:05 PM end verticals. WEBS 2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Job Reference (optional) Boise Cascade, Biddeford, ME 04005 0 d d 911-14 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 07 14:56:55 2016 Page 1 I D: sylgONogLEzjndZgz8Pl FyQ D Wr-2hJB icwfD_ajYydZBgkgs WOEwuS WeC6EgAZJwozT49s 2x6 11 3 3x8 - 5 7 42x6 II 1.5x4 II Scale =1:36.0 LOADING (psf) TCLL 50.0 (Roof Snow=50.0) TCDL 10.0 BCDIL 0.0 ' 0.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2009ITP12007 CSI. TC 0.46 BC 0.29 WB 0.19 (Matrix) DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/deft Ud n/a rite 999 n/a n/a 999 0.00 4 n/a n/a PLATES GRIP MT20 169/123 Weight: 32 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SPF 1650F 1.5E end verticals. WEBS 2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF -S No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [Installation guide, REACTIONS. (Ib/size) 1=311/9-11-14,4=241/9-11-14,5=864/9-11-14 Max Horz 1=351(LC 8) Max Uplift4=-51(LC 8), 5=-380(LC 8) Max Gray 1=311(LC 1), 4=318(LC 2), 5=943(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-325/167 WEBS 2-5=-738/427 NOTES- (8) 1) Wind: ASCE 7-05; 11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Comer(3) 0-6-7 to 4-9-5, Exterior(2) 4-9-5 to 9-10-2 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 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 2-0-0 wide will \I\A OF MqS fit between the bottom chord and any other members, with BCDL = 10.Opsf. Sq�y 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 4 except (jt=1b) 5=380. XUEGANG U1 8) Drawing prepared exclusively for manufacturing by Boise Cascade. LIU Mr STRUCTURAL cin No. 43283 A90�9FG/STEP�O��t�� .... 1'11;vI April 8,2016 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/032015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based any upon parameters shown. and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Bulldtng Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA PLATES GRIP MT20 169/123 Weight: 26 Ib FT = 0% LUMBER- BRACING - 126441800 675316 402 VALLEY 2 1 C_MGMT_E126160 2/9/2016 12:35:05 PM end verticals. WEBS 2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Job Reference (optional) Boise Cascade, Biddeford, ME 04005 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 07 14:56:56 2016 Page 1 ID: sylgONogLEzjndZgz6PIFyQD Wr-VAAZwyxHzliaA6CIiXF3PjxR9lgiNgYN3q ItSFzT49r 8-3-8 2x6 i 6 4 1.5x4 II 1.5x4 II Scale = 1:29.5 LOADING (psf) TCLL 50.0 (Roof Snow=50.0) TCDL 10.0 BCLL 0.0 BCDL SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2009/TPI2007 CSI. TC 0.36 BC 0.10 WB 0.11 (Matrix) DEFL. Vert(LL) Vert(TL) Horz(TL) in floc) I/deft L/d n/a n/a 999 n/a n/a 999 0.00 n/a n/a PLATES GRIP MT20 169/123 Weight: 26 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 165OF 1.5E end verticals. WEBS 2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF -S No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [installation guide. REACTIONS. (Ib/size) 1=196/8-3-8,4=204/8-3-8,5=665/8-3-8 Max Horz 1=300(LC 8) Max Uplift4=-97(LC 8), 5=-313(LC 8) Max Grav 1=196(LC 1), 4=261(LC 2), 5=733(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-304/148 WEBS 2-5=-638/391 NOTES- (8) 1) Wind: ASCE 7-05; 110mph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Comer(3) 0-6-7 to 4-9-5, Exterior(2) 4-9-5 to 8-1-12 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 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 2-0-0 wide will \ (N OF MqS fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except fjt=lb) 5=313. �� XUEGANG N 8) Drawing prepared exclusively for manufacturing by Boise Cascade. LIU mI ov STRUCTURAL No. 43283 10 90 9FG/S�'Q `cSS/ONAL ENG April 8,2016 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. Design valid for use only v✓ith We& connectors. This design is based only upon parameters shown, and B for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tenses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 16023 SWingley Ridge Rd Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA PLATES GRIP TCLL 50.0 Plate Grip DOL 1.15 TC 0.83 126441801 675316 403 VALLEY 2 1 C_MGMT_E126160_2/9/201612:35:05 PM Vert(TL) n/a n/a 999 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. TCDL 10.0 Rep Stress Incr Job Reference (optional) Boise Cascade, Biddeford, ME 04005 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 07 14:56:56 2016 Page 1 I D: sylgONogLEzj ndZgz8P IFyQ D Wr-WutZwyx Hzli aA6C IiXF3PjxKwlnXNh GN 3q ItS FzT49r 6-7-3 -i 3 2x6 1.5x4 11 Scale: 1/2"=1' LOADING (psi SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 50.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) n/a n/a 999 MT20 169/123 (Roof Snow=50.0) Lumber DOL 1.15 BC 0.30 Vert(TL) n/a n/a 999 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 Code IBC2009/TPI2007 (Matrix) Weight: 19 lb FT=O% BCDL 00 LUMBER- BRACING - TOP CHORD 2x4 SPF 2100E 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 1650F 1.5E end verticals. WEBS 2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=414/6-7-3, 3=414/6-7-3 Max Hoa 1=233(LC 8) Max Upliftl=-58(LC 8), 3=-195(LC 8) Max Grav 1=431(LC 2), 3=471(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-412/252 NOTES- (8) 1) Wind: ASCE 7-05; 11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Comer(3) 0-6-7 to 4-9-5, Exterior(2) 4-9-5 to 6-5-7 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except (jt=1b) 3=195. 8) Drawing prepared exclusively for manufacturing by Boise Cascade. HOFkfq ' XUEGANG tiG cP LIU ml STRUCTURAL ai No. 43283 9 O PFG/STEP' yy U"v' April 8,2016 ,&WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 10/0712015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing _ MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tenses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Bul ding Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, NO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E 126441802 675316 404 VALLEY 2 1 C MGMT E126160_2/9/201612:35:05 PM WEBS 2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Job Reference (optional) Boise Cascade, Biddeford, ME 04005 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 07 14:56:57 2016 Page 1 ID:sylgONogLEzjndZgz8PIFyQDWr_4Rx7lyvkbgRoGnxGFmlyxTawh9C68WWIU2Q_hzT49q 4-10-13 3 2x6 i 1.5x4 II Scale= 1:17.7 LOADING (psf) TCLL 50.0 (Roof Snow=50.0) TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2009ITP12007 CSI. TC 0.49 BC 0.14 WB 0.00 (Matrix) DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) Vdefl Ud n/a n/a 999 n/a n/a 999 0.00 n/a n/a PLATES GRIP MT20 169/123 Weight: 14 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins, BOT CHORD 2x4 SPF 1650F 1.5E except end verticals. WEBS 2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=295/4-10-6, 3=295/4-10-6 Max Horz 1=166(LC 8) Max Uplift 1=-41(LC 8), 3=-139(LC 8) Max Grav 1=303(LC 2), 3=323(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/184 NOTES- (8) 1) Wind: ASCE 7-05; 110mph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Conner(3) zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 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 2-0-0 wide will fit between the bottom chord and any other members. �(H OF Af S 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except 0=1b) q S9cy 3=139. 8) Drawing prepared exclusively for manufacturing by Boise Cascade. �� XUEGANG u, LIU �t STRUCTURAL No: 43283 /STEP�o�F�'� yyyv� �w April 8,2016 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not wt truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tenses and truss systems, see ANSI/TPII Quality Cdteda, DSB-89 and BCSI Building Component 16023 SWingley Ridge Rd Safety Informa8on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandna, VA 22314. Chesterfield, NO 63017 Job Truss Truss Type Qty Ply 70 Main Street , North Andover MA PLATES GRIP MT20 169/123 Weight: 32 Ib FT = 0% LUMBER- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the BRACING - 126441803 675316 405 VALLEY 2 1 C_MGMT_El26160 2/9/201612:35:05 PM end verticals. WEBS 2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Job Reference(optional) Boise Cascade, Biddeford, ME 04005 a d d 111-14 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 07 14:56:57 2016 Page 1 ID:sylgONogLEzjndZgz8PIFyQDWr- 4Rx7lyvkbgRoGnxGFmlyxTaPh7_66CWIU2Q_hzT49q 2x6 11 3 3x8 i 5 7 42x6 II 1.5x4 II Scale =1:36.0 LOADING (psf) TCLL 50.0 (Roof Snow=50.0) TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2009/TPI2007 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall CSI. TC 0.46 BC 0.29 WB 0.19 (Matrix) DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/deft Ud n/a n/a 999 n/a n/a 999 0.00 4 n/a n/a PLATES GRIP MT20 169/123 Weight: 32 Ib FT = 0% LUMBER- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the BRACING - TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 165OF 1.5E Chesterfield, NO 63017 end verticals. WEBS 2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF -S No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=311/9-11-14,4=241/9-11-14,5=864/9-11-14 Max Horz 1=351(LC 8) Max Uplift4=-51(LC 8), 5=-380(LC 8) Max Grav 1=311(LC 1), 4=318(LC 2), 5=943(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-325/167 WEBS 2-5=-738/427 NOTES- (8) 1) Wind: ASCE 7-05; 11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Comer(3) 0-6-7 to 4-9-5, Extedor(2) 4-9-5 to 9-10-2 zone; cantilever left and right exposed ;C -C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \(t{ OF M S fit between the bottom chord and any other members, with BCDL = 10.Opsf. ��F,P A Sgcy 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except 0=1b) 5=380. �� XUEGANG U1 8) Drawing prepared exclusively for manufacturing by Boise Cascade. LIU mI Ov STRUCTURAL Cnn No. 43283 A90 9F�/STE����`��Q SSS/ANAL ENG April 8,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE M11-7479 rev. 10/03/2015 BEFORE USE. Design valid for use onlywith MiTek® connectors. This design 6 based only upon parameters shown, and is for an individual building component, not ' Nil a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AIQuality Criteda, DSB-89 and BCSI BuIlding Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, NO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA PLATES GRIP MT20 169/123 Weight: 26 Ib FT = 0% LUMBER- BRACING - 126441804 675316 406 VALLEY 2 1 C MGMT_E126160_2/91201612:35:05 PM end verticals. WEBS 2x4 SPF -S No.2 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Job Reference(optional) Boise Cascade, Biddeford, ME 04005 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 07 14:56:58 2016 Page 1 ID:sylgONogLEzjndZgz8PIFyQDWr-SG?JLdyXVvy1PQM8gyHXU80ne5WAra2gW8n X7zT49p 8-3-8 24 i 5 4 1.5x4 II 1.5x4 II Scale = 1:29.5 LOADING (psf) TCLL 50.0 (Roof Snow=50.0) TCDL 10.0 BCLL0.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress ]nor YES Code IBC2009rrPI2007 CSI. TC 0.36 BC 0.10 WB 0.11 (Matrix) DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/clef! L/d n/a n/a 999 n/a n/a 999 0.00 We n/a PLATES GRIP MT20 169/123 Weight: 26 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 165OF 1.5E fabrication, storage, delivery, erection and bracing of tenses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component end verticals. WEBS 2x4 SPF -S No.2 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF -S No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [installation guide. REACTIONS. (Ib/size) 1=196/8-3-8,4=204/8-3-8,5=665/8-3-8 Max Horz 1=300(LC 8) Max Uplift4=-97(LC 8), 5=-313(LC 8) Max Grav 1=196(LC 1), 4=261 (LC 2), 5=733(LC 2) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-304/148 WEBS 2-5=-638/391 NOTES- (8) 1) Wind: ASCE 7-05; 11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Comer(3) 0-6-7 to 4-9-5, Exterior(2) 4-9-5 to 8-1-12 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 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 2-0-0 wide will OF MgsS �y fit between the bottom Chord and any other members. q 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except 0=1b) 5=313. �� XUEGANG G00 8) Drawing prepared exclusively for manufacturing by Boise Cascade. Z LIU mi STRUCTURAL No. 43283 A�O��FG/STE��O���� Vv" April 8,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tenses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall BRACING - TOP CHORD 2x4 SPF 210OF 1.8E 126441805 675316 407 VALLEY 2 1 C_MGMT El 261602/9/201612:35:05 PM WEBS 2x4 SPF -S No.2 16023 Swingley Ridge Rd BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Chesterfield, NIO 63017 Job Reference (optional) Boise Cascade, Biddeford, ME 04005 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 0714:56:58 2016 Page 1 ID: sylgONogLEzjndZgz8PIFyQD Wr-SG?JLdyXVvylPQM8gyHXU8OgP5T?rbmgW8n_X7zT49p 6-7-3 3 2x6 1.5x4 11 Scale: 1/2"=1' LOADING (psf) TCLL 50.0 (Roof Snow --50.0) TCDL 10.0 BCLL 0.0 BCDL 1.LUMBER- SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2009/TPI2007 CSI. TC 0.83 BC 0.30 WB 0.00 (Matrix) DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) Well Ud n/a n/a 999 n/a n/a 999 0.00 n/a n/a PLATES GRIP MT20 169/123 Weight: 19 Ib FT = 0% truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall BRACING - TOP CHORD 2x4 SPF 210OF 1.8E building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 1650F 1.5E end verticals. WEBS 2x4 SPF -S No.2 16023 Swingley Ridge Rd BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Chesterfield, NIO 63017 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=414/6-7-3, 3=414/6-7-3 Max Horz 1=233(LC 8) Max Uplift 1=-58(LC 8), 3=-195(LC 8) Max Grav 1=431(LC 2), 3=471 (LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-412/252 NOTES- (8) 1) Wind: ASCE 7-05; 11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Comer(3) D-6-7 to 4-9-5, Exterior(2) 4-9-5 to 6-5-7 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 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 2-0-0 wide will fit between the bottom chord and any other members. ASH OF A4A S 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except (jt=1b) 3=195. 8) Drawing prepared exclusively for manufacturing by Boise Cascade. XUEGANG - LIU STRUCTURAL ren No. 43283 A9o�9FG/STEp���F'�� ....VVv 1 April 8,2016 A WARNING - V ffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and 6 for an individual building component, not MF truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tenses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, NIO 63017 Job Truss Truss Type Qty Ply 70 Main Street , North Andover MA PLATES GRIP TCLL 50.0 Plate Grip DOL 1.15 TC 0.49 126441806 675316 408 VALLEY 2 1 C MGMT_E126160 2/9/201612:35:05 PM Vert(TL) n/a n/a 999 TCDL 10.0 ` Rep Stress Incr Job Reference (optional) Boise Cascade, Biddeford, ME 04005 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 07 14:56:59 2016 Page 1 ID:sylgONogLEzjndZgz8PIFyQDWr-wSZiYzz9GD491 ZxKNgpml MZwQVrga20ploXX3azT490 4-10-13 3 2x6 1.5x4 II Scale = 1:17.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 50.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) n/a n/a 999 MT20 169/123 (Roof Snow=50.0) Lumber DOL 1.15 BC 0.14 Vert(TL) n/a n/a 999 TCDL 10.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.00 Code IBC2009/TPI2007 (Matrix) Weight: 14 Ib FT = 0% BCDL 10.LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins, BOT CHORD 2x4 SPF 1650F 1.5E except end verticals. WEBS 2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi-rek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=295/4-10-6,3=295/4-10-6 Max Horz 1=166(LC 8) Max Uplift 1=-41(LC 8), 3=139(LC 8) Max Grav 1=303(LC 2), 3=323(LC 2) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=281/184 NOTES- (8) 1) Wind: ASCE 7-05; 11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Corri zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except (jt=lb) 3=139. 8) Drawing prepared exclusively for manufacturing by Boise Cascade. A WARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1-7473 rev. 10/032015 BEFORE USE. Design valid for use only with M7ea connectors. This design is based only upon parameters shown, and is for an individual building component, not L- 0 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/111`11 Quality Cdfeda, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. OF MASS9�yG XUEGANG N LIU m1 ov STRUCTURAL co \No. 43283 Ot�FGISTEP�����'� VVV l April 8,2016 WOW 16023 Swingley Ridge Rd Chesterfield, NO 63017 Job Truss Truss Type Qty Ply 70 Main Street, North Andover MA LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E 126441808 675316 410 VALLEY 2 1 C_MGMT El 26160 2/9/201612:35:05 PM WEBS 2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Job Reference (optional) Boise Cascade, Biddeford, ME 04005 3-2-7 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Apr 0714:57:00 2016 Page 1 ID:sylgONogLE4ndZgz8PIFyQDWr-Of64mJ_nl WCOrj W WxNK?ZZ5AQvDPJUGz_RG4bOzT49n 1.5x4 11 2 2x6 i 1.5x4 II Scale = 1:12.6 LOADING (pst TCLL 50.0 (Roof Snow=50.0) TCDL 10.0 BCLL 0.0 " BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2009/TP12007 CSI. TC 0.15 BC 0.05 WB 0.00 (Matrix) DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/deft Ud n/a n/a 999 n/a n/a 999 0.00 n/a n/a PLATES GRIP MT20 169/123 Weight: 8 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, except BOT CHORD 2x4 SPF 165OF 1.5E end verticals. WEBS 2x4 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Tekrecommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer r stallation guide. REACTIONS. (Ib/size) 1=177/3-2-1,3=177/3-2-1 Max Horz 1=99(LC 8) Max Uplift 1 =-25(LC 8), 3=-83(LC 8) Max Grav 1=177(LC 2), 3=182(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-05; 11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Comer(3) zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. �I\{ OF A9A S 8) Drawing prepared exclusively for manufacturing by Boise Cascade. XUEGANG u oLIU v STRUCTURAL i No.43283 9 O 2 A90�. FG/STE�� Fss/ONAL v April 8,2016 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shovm, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tenses and truss systems, see ANSI/TPIT Quality Criteria, OSB -89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, NO 63017 �cn z ' m 5 -0y UD v c D -1 O a `Z z>00 m (AN r J� G1 m m� I I O nsG�wp�zCL > o ° w n cr°�iQmo a on 0 O c��no y z �0 I z N (pQo0np:2Q�a O6a 30 3 �D9 no 5i mao �� a c,)> n D GiO 7 5oti Qp �O (p Q O Q (D (Q ry 0• Q O,� ( Q O Q W N< (D �' G O X �� °�o-oQ°� 3�Nyc� mc�Q y (8) 3� -Q nQ� o or,, ��8.Q� O °(°°?��m °m�°o Q`°�� O 3CD 03 Q foo_ N a° m��mQ m NwO �. Q N z Q O c (D �D ° �� ��� 6�Q Q O Z �3�QQa0 ��°, 0 ° Q3 Q aQ�. 65. o Q (D0CD�o D N(D mQ�Q o(D�' 07D.0 ma°° 3 ^:Q 30 Qu5.a g°�_c:3 °__Q0f Q mo m om ° mQ=m°• O �_S7 N (7 (° N O N N N C (D 3_.Qr z ° Q O O N� o 0 0 p :,� 3 N O Q O 3y.N c (� (i : 700 ° 6 CD �. 3 y Q-6 N N N o (D N (Q O• CO OCO�Q OQ ��� p (D Oj k n Q Q ° 3 0 y N 1 (D U) r m m v Z c7 D'- TOP CHORD 77 (D m N c c ;u (4 n ,� c x x o0 0 j Q p'3 y (yA 6A n o 3:70o ncz CI -8 Vl 7 N �W 70 0 N C yw ~Ga (D Q W lD N � M -O 0 m Z m m o' .� 3' O 0 41 Q N T � O 70 Z b' Q OD M O V) O W N m �' W to 7m0 w � /�� (D S N v (D (Q N N D H y D O n { V (D N 2(D 2. N N m D< V 0 W2-7 O N 47 (p OW'o Z 3 w �■ O (D fD O o W < Z 0 w n °' N 3 Y.i O W.B. � 80 mt. V CD D „ y Imo (° D) 3 d N m ~ m 0 y n o a m a `��� N 5 0 v W < " m w (0 o n a Q � m zm f y c v �' N c �m m0 01 o 3 Z _y W3-6 W 0 O ° < S N f1 N x Z (D O N CD C O0 m H M(-A C4-5 A Q -0 (D TOP CHORD O; A z;; N O 90 V P Cn A W N O Q ao uoA -o me y oo n o- -o u�c �: an cc sc so bo'v n ooa� -z V39.� as Q N�. Yo<. 0-0 o.:< o �> 0 �° °o moa ao_ °moo m� °� m� 05 c oho om Q°a2 oa C 3° 0 0 0 D � 3 Q. Fm m o m �' m �,� o� =� o o m 3 -(a a' CD �� = o o� Q (D co y m m m �< m m o < N a m m m m 3 m co m N o a�N a Q x o ao 3 n ox o o� (Q D� FD. -0 �aID a °� ° oo a° �m o� °- W Xm ,- o. v 3mo m� ��•^�• o° (D O c3 -o 5o' o °° on n3 -o- mN a`° R ° 3 m3 m ma o. m �maf° '^ T V, o(D -..tea m O a 7° 7 N °N <D (D 07 N� m 33 Qo v�miw� °a O.�° x° O � o m - o = m� 3 0 o S- a m m m� o ° m 3 v Q O N �� < m� �m CL 90 o a,? (a (D (Doo os 0- 5-c, o nfl o �� 3 (�� �.� o0 p a 3N O'CN' 0 `O 70 7N oc� 00 a7 7 m muco- n'< (D O mo �N ° m c� o"� 36 ,9� o ° uc �a n��o �Q G `V �.Q m mo° ° m �o am °O 3o Qvc oa ga o" °�Q Amy °a� no -0 ° O flc ;,0 Cc- c�3 c 7,D ° ocD R° °3 ao (D F)- �2 �3 Qom �� aoa°, 03 �% •t m <� .Da,a S 3 m oQ �� mm �.o ()6 "ma m° fm Deo < N°� oo mmo� :E Q Oc �<° °� m m c� o mm c°a ��? oma• °c >� ,°� co �o m'4 aoo_a N� Q q ° �4>N �° ?gym �� 6� Zo oi� Q. �� 6co mmQ (D C• y 5' $ O C° �. 3 3 Q° N O -0 �D -0 ° ° 0 O N 7 D m _. m Q m 0 n yK J 7 m ,� ? 11 0 O Q 7 C•�i, Q a �Q �.° m �Q �a 3� °� ° °.� �a Q o ° o m a3 -om m C rt cc Nm a 6 m 'R o (D o m° o- _o n s i 0 a3 cn n ND j O �. O O N w a� 3 O S O D C. C o N N m (D CD n o 3 3 7- a :^ m n a O C O 5 a a m m 91 00 0� m o o m o y nw �° 3 a m Q� m� mm mac° 3 m g o o ° a o �, s 6 v a< 3 n O m Q Q O : O 3 o y o m 7 p 0 R < O w Q f. Q � 3m (D Z 3 m 3 `G m rt N CALCULATION SUBMITTAL RESIDENTIAL BUILDING "B" 70 MAIN STREET NORTH ANDOVER, MA AREAS #1, #2 -RESIDENTIAL -4 SPRINKLERS AT 0.10 GPM/SQ.FT. AREA #3 - DRY SYSTEM IN ATTIC - 0.10 OVER 2535 SQ.FT. APPROVED BY: BUILDING "B" Drawing Date:04/21/16 HYDRAULIC DESIGN INFORMATION SHEET Job Name: BUILDING "B" Location: 70 MAIN STREET NORTH ANDOVER, MA Drawing Date: 04/21/16 Contractor: EBACHER FIRE PROTECTION 40 Portsmouth Road Amesbury, MA 01913 4/21/16 10:20 Remote Area Number: 1 Telephone:978-388-4086 Designer: DDL Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: SMOOTH CEILING Occupancy:RESIDENTIAL - 2nd FLOOR Reviewing Authorities:LOCAL AUTHORITIES / FPE SYSTEM DESIGN Code:NFPA 13 Hazard:RESIDENTIAL System Type:WET Area of Sprinkler Oper. 4 sq ftI Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: RELIABL Area per Sprinkler 256.0 sq ftl Model: F1 Res Hose Allowance Inside 0 gpm I K -Factor: 4.40 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 210.7 psi Required: 109.2 @ City Supply WATER SUPPLY Water Flow Test I Pump Data I Date of Test 3/25/16 I Rated Capacity 0 gpm I Static Pressure 125.0 psi I Rated Pressure 0.0 psi I Residual Pres 75.0 psi I Elevation 0 I At a Flow of 1590 gpm I Make: I Elevation 0" I Model: I Location: 70 MAIN STREET Source of Information: ANDOVER WATER DEPARTMENT SYSTEM VOLUME 172 Gallons Notes: BUILDING "B" Drawing Date:04/21/16 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref W Required at Hyd Area 1 1 2-1/2" CPVC 90 Ell 12' 120 2.469 1 Pipe 2-1/2" PVx15 5' 150 2.423 1 2-1/2" Thrd Other Valve POTTER FL FIXED LOSS 1 2-1/2" Thrd Butterfly Valve Milwau 7' 120 2.469 1 4" x 2-1/2" Mech T Grvd Outlet 20' 120 4.026 1 4" Fingd Back Flow Valve Ames "20 CHART LOSS 1 4" Fingd 90 Ell 10' 120 4.026 Elevation Change 3'0" Fixed Flow Outside Hose Allow. Total Loss for Riser 4/21/16 10:20 FLOW LOSS gpm psi TOTALS 111 97.8 psi 111 0.5 111 0.2 111 3.0 111 0.3 111 0.1 111 5.1 111 0.0 1.3 100 gpm 10.6 psi Hydr Ref R1 Required at Base of Riser 211 108.3 psi 1 4" MJ 90 Ell 10' 120 4.026 211 0.1 1 Pipe 4" DIxl8 Cl 350 50' 140 4.238 211 0.4 1 4" Fingd Gate Valve "722U" 2' 120 4.026 211 0.0 1 4" MJ Tee 20' 120 4.026 211 0.3 Total Loss for Underground 0.9 psi Hydr Ref R2 Required at City Supply 211 109.2 psi Water Source125.0 psi static, 75.0 psi residual @ 1590 gpm 211 gpm 123.8 psi SAFETY PRESSURE 14.6 psi Available Pressure of 123.8 psi Exceeds Required Pressure of 109.2 psi This is a safety margin of 14.6 psi or 12 % of Supply Maximum Water Velocity is 23.5 fps BUILDING "B" Drawing Date:04121116 4/21/16 10:20 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Page 3 BUILDING "B" Drawing Date:04121116 4/21/16 10:20 Page 4 NODE NUMBER ELEVATION (FT) SPRINKLER K -FACTOR (GPM/(PSI^3,�)) PRESSURE (PSI) ACTUAL FLOW (GPM) MINIMUM FLOW (GPM) ACTUAL DENSITY (GPM/SQ.FT) 10 35.83 83.5 12 35.83 83.5 13 18.17 51.9 14 18.17 49.8 15 18.17 41.7 16 18.17 55.0 21 18.17 47.6 Al 33.25 84.6 B1 33.25 84.6 C4 3.00 97.8 D1 18.17 56.4 D2 18.17 58.2 D3 18.17 59.4 D4 3.00 97.8 E1 33.25 84.6 E2 33.25 84.6 E3 28.67 86.6 E4 8.33 95.4 Fl 33.25 84.6 S1 26.25 4.40 35.4 26.2 25.6 0.10 S2 26.25 4.40 46.4 30.0 25.6 0.12 S3 26.25 4.40 43.3 29.0 25.6 0.11 S4 26.25 4.40 33.9 25.6 25.6 0.10 S21 18.17 43.9 S24 18.17 39.8 S31 33.25 84.6 S32 33.25 84.6 S33 33.25 84.6 S34 33.25 84.6 S37 35.83 83.5 S38 35.83 83.5 S39 35.83 83.5 S40 35.83 83.5 S41 35.83 83.5 S42 35.83 83.5 S43 35.83 83.5 S44 35.83 83.5 W 3.00 97.8 Max velocity of 23.50 occurs in the pipe from D3 TO D2 BUILDING "B" 1.101 Drawing Date:04/21/16 43.9 4/21/16 10:20 110.68 0.263 S21 31.7 C=150 Tyco Fire Products 0.0 Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt 3.8 43.9 REF = 17.62 "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft 21 TOTAL Pf Pn 9.52 0.0 PATH 1 FROM HYDRAULIC REFERENCE S4 TO W (PRIMARY PATH) 51.77 0.125 25.60 1.101 3E 11.31 33.9 33.9 K = 4.40 S4 1T C=150 49.8 11.48 3.5 0.0 14 C=150 25.60 0.107 0.0 22.78 2.4 33.9 Vel = 8.71 0.125 1.101 1T 8.44 39.8 39.8 28.96 S24 lE C=150 51.9 9.56 0.0 0.0 13 C=150 25.60 0.107 0.0 18.00 1.9 39.8 Vel = 8.71 0.285 26.17 1.101 4.5 5.42 41.7 41.7 15 C=150 56.4 0.00 0.0 0.0 See PATH 2 51.77 0.395 0.00 5.42 2.1 41.7 Vel = 17.62 1.598 5E 68.31 1.101 1E 5.67 43.9 43.9 0.0 110.68 0.263 S21 31.7 C=150 4.260 3.83 0.0 0.0 D4 C=120 0.00 0.0 51.77 0.395 1.25 9.49 3.8 43.9 Vel = 17.62 1.394 1T 8.16 47.6 47.6 21 C=150 9.52 0.0 0.0 51.77 0.125 17.68 2.2 47.6 Vel = 10.99 1.394 1T 6.68 49.8 49.8 14 C=150 9.52 0.0 0.0 51.77 0.125 16.20 2.0 49.8 Vel = 10.99 28.96 1.394 lE 1.52 51.9 51.9 13 C=150 1T 14.28 0.0 0.0 See PATH 3 80.73 0.285 15.80 4.5 51.9 Vel = 17.14 1.394 6.46 56.4 56.4 Dl C=150 0.00 0.0 0.0 80.73 0.285 6.46 1.8 56.4 Vel = 17.14 29.96 1.394 2.38 58.2 58.2 D2 C=150 0.00 0.0 0.0 See PATH 4 110.68 0.511 2.38 1.2 58.2 Vel = 23.50 1.598 5E 68.31 59.4 59.4 D3 C=150 2T 52.45 6.6 0.0 110.68 0.263 120.76 31.7 59.4 Vel = 17.88 4.260 1.25 97.8 97.8 D4 C=120 0.00 0.0 0.0 110.68 0.003 1.25 0.0 97.8 Vel = 2.52 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) BUILDING "B" Drawing Date:04/21/16 4/21/16 10:20 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE S4 TO W (PRIMARY PATH) 4.260 3.27 97.8 97.8 C4 C=120 0.00 0.0 0.0 110.68 0.003 3.27 0.0 97.8 Vel = 2.52 W 110.68 97.8 K = 11.19 PATH 2 FROM HYDRAULIC REFERENCE S1 TO 15 26.17 1.101 2E 8.35 35.4 35.4 K = 4.40 S1 C=150 1T 17.21 3.5 0.0 26.17 0.112 25.56 2.9 35.4 Vel = 8.91 15 26.17 41.7 K = 4.05 PATH 3 FROM HYDRAULIC REFERENCE S3 TO 13 28.96 1.101 2E 10.71 43.3 43.3 K = 4.40 S3 C=150 2T 26.78 3.5 0.0 28.96 0.135 37.48 5.1 43.3 Vel = 9.85 13 28.96 51.9 K = 4.02 PATH 4 FROM HYDRAULIC REFERENCE S2 TO D2 29.96 1.101 2E 9.07 46.4 46.4 K = 4.40 S2 C=150 2T 26.78 3.5 0.0 29.96 0.144 35.85 5.2 46.4 Vel = 10.19 1.101 1T 12.77 55.0 55.0 16 C=150 9.56 0.0 0.0 29.96 0.144 22.34 3.2 55.0 Vel = 10.19 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) BUILDING "B" Drawing Date:04121116 4/21/16 10:20 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn D2 29.96 58.2 K = 3.93 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 0 0 LO 0 0 v 0 O v m 3 0) rn Doo .•. a a fA Imd O x =o — O .... M 3 OL 0 _ E E.-.- �n�n arnrnaa CN W lqt 0) N r O r- N d�ooaa M 3 to LL > + 0' d fn fA (A 2 '� a w N aarn w o 0000� In rn I- Nf�LOLO N NZ tlJ N M Q da o 0 0 fn LL Q J N N N Q L � E w O LO W LuO � O O how m COQ Q a 0 O r Q Q H r JA Wp 0500 N �mr-ZCC 0 0 0 0 0 0 0 qt N O 00 CO N r r r a ca BUILDING "B" Drawing Date:04/21/16 4/21/16 10:21 HYDRAULIC DESIGN INFORMATION SHEET Job Name: BUILDING "B" Location: 70 MAIN STREET NORTH ANDOVER, MA Drawing Date: 04/21/16 Contractor: EBACHER FIRE PROTECTION 40 Portsmouth Road Amesbury, MA 01913 Remote Area Number: 2 Telephone:978-388-4086 Designer: DDL Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: SMOOTH CEILING Occupancy:RESIDENTIAL - 1st FLOOR Reviewing Authorities:LOCAL AUTHORITIES / FPE SYSTEM DESIGN Code:NFPA 13 Hazard:RESIDENTIAL System Type:WET Area of Sprinkler Oper. 4 sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: RELIABL Area per Sprinkler 225.0 sq ft1 Model: F1Res49 Hose Allowance Inside 0 gpm I K -Factor: 4.90 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 199.2 psi Required: 81.8 @ City Supply WATER SUPPLY Water Flow Test I Pump Data 1 Date of Test 3/25/16 1 Rated Capacity 0 gpm I Static Pressure 125.0 psi I Rated Pressure 0.0 psi 1 Residual Pres 75.0 psi I Elevation 0 I At a Flow of 1590 gpm I Make: I Elevation 0" I Model: I Location: 70 MAIN STREET Source of Information: ANDOVER WATER DEPARTMENT SYSTEM VOLUME 172 Gallons Notes: BUILDING "B" Drawing Date:04/21/16 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID Hydr Ref W Required at Hyd Area 2 1 2-1/2" CPVC 90 Ell 12' 120 2.469 1 Pipe 2-1/2" PVx15 5' 150 2.423 1 2-1/2" Thrd Other Valve POTTER FL FIXED LOSS 1 2-1/2" Thrd Butterfly Valve Milwau 7' 120 2.469 1 4" x 2-1/2" Mech T Grvd Outlet 20' 120 4.026 1 4" Fingd Back Flow Valve Ames "20 CHART LOSS 1 4" Fingd 90 Ell 10' 120 4.026 Elevation Change 3'0" Fixed Flow Outside Hose Allow. Total Loss for Riser 4/21/16 10:21 FLOW LOSS gpm psi TOTALS 99 70.6 psi 99 0.4 99 0.1 99 3.0 99 0.3 99 0.1 99 5.1 99 0.0 120 1.3 100 gpm 10.4 psi Hydr Ref R1 Required at Base of Riser 199 81.0 psi 1 4" MJ 90 Ell 10' 120 4.026 199 0.1 1 Pipe 4" DIx18 Cl 350 50' 140 4.238 199 0.4 1 4" Fingd Gate Valve "722U" 2' 120 4.026 199 0.0 1 4" MJ Tee 20' 120 4.026 199 0.3 Total Loss for Underground 0.8 psi Hydr Ref R2 Required at City Supply 199 81.8 psi Water Source125.0 psi static, 75.0 psi residual @ 1590 gpm 199 gpm 123.9 psi SAFETY PRESSURE 42.1 psi Available Pressure of 123.9 psi Exceeds Required Pressure of 81.8 psi This is a safety margin of 42.1 psi or 34 % of Supply Maximum Water Velocity is 21.1 fps BUILDING "B" Drawing Date:04121116 4/21/16 10:21 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Page 3 BUILDING "B" Drawing Date:04121116 4/21/16 10:21 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^;-�)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 10 35.83 56.4 ' 12 35.83 56.4 13 18.17 32.1 14 18.17 28.5 15 18.17 23.2 16 18.17 34.2 21 18.17 26.7 Al 33.25 57.5 B1 33.25 57.5 C4 3.00 70.6 D1 18.17 35.7 D2 18.17 37.1 D3 18.17 38.1 D4 3.00 70.6 El 33.25 57.5 E2 33.25 57.5 E3 28.67 59.5 E4 8.33 68.3 F1 33.25 57.5 S21 18.17 23.7 S21S 17.67 4.90 23.0 23.5 22.5 S22 18.17 26.6 S22S 17.67 4.90 25.8 24.9 22.5 S23 18.17 33.9 S23S 17.67 4.90 33.6 28.4 22.5 S24 18.17 21.7 S24S 17.67 4.90 21.1 22.5 22.5 S31 33.25 57.5 S32 33.25 57.5 S33 33.25 57.5 S34 33.25 57.5 S37 35.83 56.4 S38 35.83 56.4 S39 35.83 56.4 S40 35.83 56.4 S41 35.83 56.4 S42 35.83 56.4 S43 35.83 56.4 S44 35.83 56.4 W 3.00 70.6 Max velocity of 21.07 occurs in the pipe from D3 TO D2 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. BUILDING "B" Drawing Date:04/21/16 4/21/16 10:21 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE S24 TO W (PRIMARY PATH) 22.50 1.101 1T 0.50 21.1 21.1 K = 4.90 S24S C=150 9.56 -0.2 0.0 22.50 0.085 10.06 0.9 21.1 Vel = 7.66 1.101 1T 8.44 21.7 21.7 EqK = 4.83 S24 C=150 9.56 0.0 0.0 22.50 0.085 18.00 1.5 21.7 Vel = 7.66 1.101 5.42 23.2 23.2 15 C=150 0.00 0.0 0.0 22.50 0.085 5.42 0.5 23.2 Vel = 7.66 23.50 1.101 lE 5.67 23.7 23.7 EqK = 4.83 S21 C=150 3.83 0.0 0.0 46.00 0.318 9.49 3.0 23.7 Vel = 15.65 1.394 1T 8.16 26.7 26.7 21 C=150 9.52 0.0 0.0 46.00 0.101 17.68 1.8 26.7 Vel = 9.76 24.87 1.394 1T 6.68 28.5 28.5 14 C=150 9.52 0.0 0.0 See PATH 2 70.86 0.224 16.20 3.6 28.5 Vel = 15.04 1.394 1E 1.52 32.1 32.1 13 C=150 1T 14.28 0.0 0.0 70.86 0.224 15.80 3.5 32.1 Vel = 15.04 1.394 6.46 35.7 35.7 D1 C=150 0.00 0.0 0.0 70.86 0.224 6.46 1.4 35.7 Vel = 15.04 28.38 1.394 2.38 37.1 37.1 D2 C=150 0.00 0.0 0.0 See PATH 3 99.25 0.418 2.38 1.0 37.1 Vel = 21.07 1.598 5E 68.31 38.1 38.1 D3 C=150 2T 52.45 6.6 0.0 99.25 0.215 120.76 25.9 38.1 Vel = 16.03 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) BUILDING "B" Drawing Date:04/21/16 4/21/16 10:21 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn ' PATH 1 FROM HYDRAULIC REFERENCE S24 TO W (PRIMARY PATH) 4.260 1.25 70.6 70.6 D4 C=120 0.00 0.0 0.0 99.25 0.003 1.25 0.0 70.6 Vel = 2.26 4.260 3.27 70.6 70.6 C4 C=120 0.00 0.0 0.0 99.25 0.003 3.27 0.0 70.6 Vel = 2.26 W 99.25 70.6 K = 11.81 23.50 1.101 1T 0.50 23.0 23.0 K = 4.90 S21S C=150 9.56 -0.2 0.0 23.50 0.092 10.06 0.9 23.0 Vel = 8.00 S21 23.50 23.7 K = 4.83 PATH 2 FROM HYDRAULIC REFERENCE S22 TO 14 24.87 1.101 1T 0.50 25.8 25.8 K = 4.90 S22S C=150 9.56 -0.2 0.0 24.87 0.102 10.06 1.0 25.8 Vel = 8.46 1.101 lE 5.65 26.6 26.6 EqK = 4.82 S22 C=150 1T 13.39 0.0 0.0 24.87 0.102 19.04 1.9 26.6 Vel = 8.46 14 24.87 28.5 K = 4.66 PATH 3 FROM HYDRAULIC REFERENCE S23 TO D2 28.38 1.101 lE 0.50 33.6 33.6 K = 4.90 S23S C=150 3.83 -0.2 0.0 28.38 0.130 4.33 0.6 33.6 Vel = 9.66 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) BUILDING "B" Drawing Date:04/21/16 4/21/16 10:21 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE S23 TO D2 CONTINUED 1.101 2.36 33.9 33.9 EqK = 4.87 S23 C=150 0.00 0.0 0.0 28.38 0.130 2.36 0.3 33.9 Vel = 9.66 1.101 1T 12.77 34.2 34.2 16 C=150 9.56 0.0 0.0 28.38 0.130 22.34 2.9 34.2 Vel = 9.66 D2 28.38 37.1 K = 4.66 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) m 0 rn rn 000 Q o _ E E. -.- CL 0) 0) a CL ._._arna)aa COOO�CO �OONf� co v. N N m�o0 3 y FL =w N to 442)W Wacnwcnm t 'w a W aarn W oo0m� N [I- LO r Ln NZ iii in co Q a. o 3cn��O-j Q H W LU i N W 0 m F- Q(CIO) (DCO<-` 0Q�o p�oO (D )mF-Zof C -Q C) O o 0 o O o N O 00 co d N � r r acn— E CL tm 3 O LL 0 LO 0 0 v 0 — Cl) a 3' O7 O 0 co 0 C N 0 0 N N y O t E CL � rn O O � O N o a cq C) O o 0 o O o N O 00 co d N � r r acn— E CL tm 3 O LL BUILDING "B" Drawing Date:04/21/16 HYDRAULIC DESIGN INFORMATION SHEET Job Name: BUILDING "B" Location: 70 MAIN STREET NORTH ANDOVER, MA Drawing Date: 04/21/16 Contractor: EBACHER FIRE PROTECTION 40 Portsmouth Road Amesbury, MA 01913 4/21/16 10:26 Remote Area Number: 3 Telephone:978-388-4086 Designer: DDL Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: WOOD TRUSS Occupancy:ATTIC Reviewing Authorities:LOCAL AUTHORITIES / FPE SYSTEM DESIGN Code:NFPA 13 Hazard:LIGHT System Type:DRY Area of Sprinkler Oper. 2535 sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: TYCO Area per Sprinkler 250.0 sq ft1 Model: BB1 Hose Allowance Inside 0 gpm I K -Factor: 5.60 Hose Allowance Outside 100 gpm I Temperature Rating: 212 CALCULATION SUMMARY 15 Flowing Outlets gpm Required: 492.3 psi Required: 105.9 @ City Supply WATER SUPPLY Water Flow Test I Pump Data 1 Date of Test 3/25/16 1 Rated Capacity 0 gpm I Static Pressure 125.0 psi 1 Rated Pressure 0.0 psi I Residual Pres 75.0 psi I Elevation 0 I At a Flow of 1590 gpm I Make: I Elevation 0" I Model: I Location: 70 MAIN STREET Source of Information: ANDOVER WATER DEPARTMENT SYSTEM VOLUME 92 Gallons Notes: BUILDING "B" Drawing Date:04/21/16 4/21/16 10:26 HYDRAULIC CALCULATION DETAILS Available Pressure of 119.3 psi Exceeds Required Pressure of 105.9 psi This is a safety margin of 13.4 psi or 11 % of Supply Maximum Water Velocity is 23.3 fps HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref DV Required at Hyd Area 3 392 92.5 psi 1 4" Grvd Dry Valve Tyco DV -1 CHART LOSS 392 0.1 1 4" Grvd Butterfly Valve "BFV" 14' 120 4.026 392 0.6 1 4" Fingd Tee 20' 120 4.026 392 0.9 1 4" Fingd Back Flow Valve Ames "20 CHART LOSS 392 5.5 1 4" Fingd 90 Ell 10' 120 4.026 392 0.5 Elevation Change 3'0" 1.3 Fixed Flow Outside Hose Allow. 100 gpm Total Loss for Riser 9.0 psi Hydr Ref R1 Required at Base of Riser 492 101.6 psi 1 4" MJ 90 Ell 10' 120 4.026 492 0.7 1 Pipe 4" DIx18 Cl 350 50' 140 4.238 492 2.0 1 4" Fingd Gate Valve "722U" 2' 120 4.026 492 0.1 1 4" MJ Tee 20' 120 4.026 492 1.4 Total Loss for Underground 4.3 psi Hydr Ref R2 Required at City Supply 492 105.9 psi Water Source125.0 psi static, 75.0 psi residual @ 1590 gpm 492 gpm 119.3 psi SAFETY PRESSURE 13.4 psi Available Pressure of 119.3 psi Exceeds Required Pressure of 105.9 psi This is a safety margin of 13.4 psi or 11 % of Supply Maximum Water Velocity is 23.3 fps BUILDING "B" Drawing Date:04121116 4/21/16 10:26 FITTING NAME TABLE ABBREV. NAME C Coupling ' E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Page 3 BUILDING "B" Drawing Date:04121116 4/21/16 10:26 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL NUMBER K -FACTOR FLOW (FT) (GPM/(PSI^],�)) (PSI) (GPM) 10 35.83 FLOW 20.1 (GPM) 12 35.83 0.19 22.5 0.11 Al 33.25 25.0 21.5 25.0 B1 33.25 0.10 24.8 0.10 Cl 8.33 25.0 88.4 25.0 DV 3.00 0.10 92.5 0.10 E1 33.25 32.8 E2 33.25 35.8 E3 28.67 43.1 F1 33.25 26.1 S31 33.25 5.60 28.4 29.8 S32 33.25 5.60 22.4 26.5 S33 33.25 5.60 23.0 26.9 S34 33.25 5.60 30.6 31.0 S36 35.83 5.60 22.5 26.6 S37 35.83 5.60 21.0 25.6 S38 35.83 5.60 20.6 25.4 S39 35.83 5.60 20.3 25.2 S40 35.83 5.60 20.1 25.1 S41 35.83 5.60 20.0 25.1 S42 35.83 5.60 20.0 25.0 S43 35.83 5.60 20.0 25.0 S44 35.83 5.60 20.0 25.0 S45 35.83 5.60 19.9 25.0 S46 35.83 5.60 19.9 25.0 Max velocity of 23.30 occurs in the pipe from E3 TO Cl MINIMUM ACTUAL FLOW DENSITY (GPM) (GPM/SQ.FT) 16.0 0.19 16.0 0.17 16.0 0.17 16.0 0.19 25.0 0.11 25.0 0.10 25.0 0.10 25.0 0.10 25.0 0.10 25.0 0.10 25.0 0.10 25.0 0.10 25.0 0.10 25.0 0.10 25.0 0.10 BUILDING "B" 43.1 Drawing Date:04/21/16 23.52 4/21/16 10:26 0.0 392.26 0.506 72.18 36.5 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE S46 TO DV (PRIMARY PATH) 25.00 2.635 5.57 19.9 19.9 K = 5.60 S46 C=100 0.00 0.0 0.0 25.00 0.003 5.57 0.0 19.9 Vel = 1.49 25.01 2.635 1T 1.72 19.9 19.9 K = 5.60 S45 C=100 11.76 0.0 0.0 50.01 0.011 13.47 0.2 19.9 Vel = 2.97 38.57 2.635 lE 2.58 20.1 20.1 10 C=100 5.88 1.1 0.0 See PATH 2 88.58 0.032 8.46 0.3 20.1 Vel = 5.26 2.635 2E 15.57 21.5 21.5 Al C=100 11.76 0.0 0.0 88.58 0.032 27.33 0.9 21.5 Vel = 5.26 26.49 2.635 12.78 22.4 22.4 K = 5.60 S32 C=100 0.00 0.0 0.0 115.07 0.052 12.78 0.7 22.4 Vel = 6.84 26.88 2.635 2E 27.64 23.0 23.0 K = 5.60 S33 C=100 11.76 0.0 0.0 141.95 0.077 39.40 3.0 23.0 Vel = 8.43 2.635 2E 51.86 26.1 26.1 F1 C=100 2T 35.27 0.0 0.0 141.95 0.077 87.13 6.7 26.1 Vel = 8.43 2.635 2E 15.56 32.8 32.8 E1 C=100 1T 23.52 0.0 0.0 141.95 0.077 39.07 3.0 32.8 Vel = 8.43 250.31 2.635 lE 4.58 35.8 35.8 E2 C=100 5.88 2.0 0.0 See PATH 3 392.26 0.506 10.46 5.3 35.8 Vel = 23.30 2.635 4E 48.67 43.1 43.1 E3 C=100 23.52 8.8 0.0 392.26 0.506 72.18 36.5 43.1 Vel = 23.30 4.260 3E Cl C=100 392.26 0.049 UNITS - DIAMETER (INCH) 8.50 88.4 88.4 28.19 2.3 0.0 36.69 1.8 88.4 Vel = 8.92 LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) BUILDING "B" Drawing Date:04/21/16 4/21/16 10:26 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn DV 392.26 92.5 K = 40.77 PATH 2 FROM HYDRAULIC REFERENCE S43 TO 10 13.53 2.635 5.57 20.0 20.0 K = 3.03 S43 C=100 0.00 0.0 0.0 13.53 0.001 5.57 0.0 20.0 Vel = 0.80 25.04 2.635 1T 3.85 20.0 20.0 K = 5.60 S44 C=100 11.76 0.0 0.0 38.57 0.007 15.61 0.1 20.0 Vel = 2.29 10 38.57 20.1 K = 8.60 PATH 3 FROM HYDRAULIC REFERENCE S43 TO E2 11.51 2.635 5.57 20.0 20.0 K = 2.57 S43 C=100 0.00 0.0 0.0 11.51 0.001 5.57 0.0 20.0 Vel = 0.68 25.04 2.635 5.57 20.0 20.0 K = 5.60 S42 C=100 0.00 0.0 0.0 36.54 0.006 5.57 0.0 20.0 Vel = 2.17 25.06 2.635 5.57 20.0 20.0 K = 5.60 S41 C=100 0.00 0.0 0.0 61.60 0.016 5.57 0.1 20.0 Vel = 3.66 25.12 2.635 5.57 20.1 20.1 K = 5.60 S40 C=100 0.00 0.0 0.0 86.72 0.031 5.57 0.2 20.1 Vel = 5.15 25.22 2.635 5.57 20.3 20.3 K = 5.60 S39 C=100 0.00 0.0 0.0 111.94 0.050 5.57 0.3 20.3 Vel = 6.65 25.40 2.635 S38 C=100 137.34 0.073 5.57 20.6 20.6 K = 5.60 0.00 0.0 0.0 5.57 0.4 20.6 Vel = 8.16 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) BUILDING "B" Drawing Date:04121116 4/21/16 10:26 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE S43 TO E2 CONTINUED 25.64 2.635 1T 3.86 21.0 21.0 K = 5.60 S37 C=100 11.76 0.0 0.0 162.98 0.100 15.62 1.6 21.0 Vel = 9.68 26.55 2.635 lE 2.58 22.5 22.5 12 C=100 5.88 1.1 0.0 See PATH 4 189.53 0.132 8.46 1.1 22.5 Vel = 11.26 2.635 2E 15.57 24.8 24.8 B1 C=100 11.76 0.0 0.0 189.53 0.132 27.33 3.6 24.8 Vel = 11.26 29.82 2.635 12.78 28.4 28.4 K = 5.60 S31 C=100 0.00 0.0 0.0 219.35 0.173 12.78 2.2 28.4 Vel = 13.03 30.96 2.635 1T 12.09 30.6 30.6 K = 5.60 S34 C=100 11.76 0.0 0.0 250.31 0.220 23.84 5.3 30.6 Vel = 14.87 E2 250.31 35.8 K = 41.82 PATH 4 FROM HYDRAULIC REFERENCE S36 TO 12 26.55 2.635 1T 1.71 22.5 22.5 K = 5.60 S36 C=100 11.76 0.0 0.0 26.55 0.003 13.47 0.0 22.5 Vel = 1.58 12 26.55 22.5 K = 5.59 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) _ E E ._ ._ �n QQm w QrnrnQQ O N N It N 0 M r r T" N 'N Q W QQCA W O O O to a' Nvi O � f- LO NZ 0 co Q as o :± N 3y� ai ev c�a o co 0 �cAitLL,0J Q 0. H W % Boisson nea u It Electric Corp. 36 Chuck Drive Dracut Business ID- 042866115 Proposal MA 01826 MA #A11823 P: 978-454-0383 MA S#SSCO-001485 Created: 02-08-2016 F: 978-454-4433 NH #7316 Rev. 0 www.belectriccorp.com ME #MS60017199 Boissonneault Electric Corp. is pleased to provide the following electrical load calculations for a 15 -residential apartment building with common area. Presented to: Bradstreet Partners, LLC 28 Andover Street Andover, MA 01810 Project Contact: Mark Yanowitz The Referenced Project will be completed in accordance with all state and federal electrical codes. Date: 2/8/2016 Neal Boissonneault Vice President Boissonneault Electric Corp. Boissonneault Electric Corp. Page 1 of 2 Residential Standard Calculation W25/1997 Verdeco Designs 1-8,10,11,13 Version 2011 L STEP 1 Article 220.42 & 220.52 Company Name sc( ft 7 765 General Lighting load 2,295 VA Address 2 Small Appliance 3,000 VA City, State, Zip Code 1 Laundry circuit 1,500 VA Telephone & Fax Gen.Lgt, Sm App.& Laun, Load 6,795 VA 2/5!201514 28 3,000 VA @ 100%= 3,000 VA 3,795 VA @ 35%= 1,328 VA Electric Clothes Dryers 5,000 VA STEP 5 Article 220.55 Electric Ranges W Col C demand 8000 or Number of appliances 1 Cooktop Col B demand Ei>eck Box for Gas Range Cooktop Col B demand Oven(s) Col B demand Oven(s) Col B demand Number of appliances 0 Dem Factor 0% Cooktop & Oven Demand Load W i»»»»»»»»�'�»»»»�»»�»�»»»ccc ccc cccccccccc cccc cccccccccccccccc ccccccccccccc Pool Panel Feeder Calculation (see Note) Continuous Motors 0 ...... Non -continuous 506 ...... Spa heater 11 kVA . , . .. Pool heater 3.5 tonff 1 Pool heater 5 ton Pool Light select V 0 .. Blower select V 0 E 24Cv other load 0 ❑ 240v other load 0 ❑ .40v IE]Min.Copper Pool Feeder AWG A B Motors VA @ 25% = VA 0 STEP 2 Article 220.50 & 220.51 ID 0 0 General Lighting Demand Load 4,328 VA AJC Condenser & Fixed Electric Space Heating QTY Total 2 0 0 2 ton V 2,850 VA AHU 1 Select V VA 1 V Heating Load I VA A A+C 02 V~ VA AHU 2 Select + VA t V CU Load 1 2,850 VA A/C tai V VA AHU 3 Select V VA Oty V A1C e4 V VA AHU 4 Select • VA Oty v Greater of Heat @ 100% vsJVC @ 100% 2,850 VA A/C r5 V VA AHU 5 Select V VA Oty v STEP 3 Article 220.53 Appliance Demand Load 7,744 VA 4.500 VA V 1 Water Heater 4,500 VA 1,400 VA • 1 Refrigerator 1,400 VA Dryer Demand Load 5,000 VA 600 VA . 0 Freezer VA 1.030VA . 1 Dishwasher 1,030 VA Range Demand Load VA 600 VA V 1 Disposal 690 VA 400 VA • 1 R / Hood 400 VA Service Demand 19,922 VA L630VA . 1 Microwave 1,630 VA ❑ 4,000 VA . Microwave VA Demand Load 83 A 170 VA V 0 Mini Refrig VA ❑ 400 VA + 0 Wine Cir VA Neutral Demand 72A ❑ 5,000 VA • Insta Hot VA 1,500 VA . Ironing Center VA Min.Service Req. 100 A ❑—select s Jacuzzi Tub VA ❑ select • Sprinkler Pump VA Min. Feeder size 4 ❑ select v Well Pump VA Min. Neutral size 4 select V Fountain Pump VA Eq. Grding Cond. 8 select Elevator VA ❑ Copper Pool Equip. Panel 506 VA 100% Demand ❑ GATES VA No Demand ❑ Other bad VA No Demand Total Appliance Load 10,156 VA 4 or more demand @ 75% plus 100% demand bads 7,744 VA STEP 4 Article 220.54 Electric Clothes Dryers 5,000 VA STEP 5 Article 220.55 Electric Ranges W Col C demand 8000 or Number of appliances 1 Cooktop Col B demand Ei>eck Box for Gas Range Cooktop Col B demand Oven(s) Col B demand Oven(s) Col B demand Number of appliances 0 Dem Factor 0% Cooktop & Oven Demand Load W i»»»»»»»»�'�»»»»�»»�»�»»»ccc ccc cccccccccc cccc cccccccccccccccc ccccccccccccc Pool Panel Feeder Calculation (see Note) Continuous Motors 0 ...... Non -continuous 506 ...... Spa heater 11 kVA . , . .. Pool heater 3.5 tonff 1 Pool heater 5 ton Pool Light select V 0 .. Blower select V 0 E 24Cv other load 0 ❑ 240v other load 0 ❑ .40v IE]Min.Copper Pool Feeder AWG A B Motors N 0 0 0 253 253 0 0 0 v ❑ 240v select V 0 0 - select 0 0 ❑ 24ov 0 0 0 0 0 0 0 0 0 0 0 0 2 A 2 A A Minimum Panel Rating 30A Phase Amperes Neut. bad Continuous Non -continuous Motors Motors select s ❑ 24Cv 1/6 hp V ❑ 2eov select v ❑ 240v select V ❑ 24Cv select V ❑ 24Cv select • ❑ 24ov select ♦ ❑ 240v select V ❑ 240v select V ❑ 24Cv select qW ❑ 240v 0.0 Motor Neutral Load Max.Unbalanced Neutral Load CS Residential Standard Calculation 9125/1997 Verdeco Designs 6,9,12 Version 2011 L STEP 1 Article 220.42 & 220.52 Company Name set ft V 670 General Lighting load 2,010 VA Address 2 Small Appliance 3,000 VA City, State, Zip Code 1 Laundry circuit 1,500 VA Telephone & Fax Gen.Lgt, Sm App.& Laun. Load 6,510 VA 2/51201514 28 3,000 VA @ 100%= 3,000 VA 3,510 VA @ 35%= 1,229 VA Electric Clothes Dryers 5,000 VA STEP 5 Article 220.55 VA @ 25% = VA W Col C demand 8000 STEP 2 Article 220.50 & 220.51 0 Cooktop Col B demand General Lighting Demand Load 4,229 VA AIC Condenser & Fixed Electric Space Heating QTY Total 2 0 1.5 ton • 2,200 VA AHU 1 select • VA 1 • Heating Load VA 2A 2 A A A!C ►2 • VA AHU 2 Select • VA 1 • CU Load 2.200 VA A/C 93 • VA AHU 3 Select • VA Qty • AIC 94 • VA AHU 4 Select + VA Qty • Greater of Heat @ 100% vs.AIC @ 100% 2,200 VA A/C ►S • VA AHU 5 Select • VA Qty • STEP 3 Article 220.53 Appliance Demand Load 7,744 VA 4.900 VA ± 1 Water Heater 4,500 VA 1,400 VA • 1 Refrigerator 1,400 VA Dryer Demand Load 5,000 VA 600 VA • 0 Freezer VA 1,030 VA • 1 Dishwasher 1,030 VA Range Demand Load VA 690 VA • 1 Disposal 690 VA 400 VA • 1 R / Hood 400 VA Service Demand 19,172 VA 1.630 VA • 1 Microwave 1,630 VA ❑ 4.000 VA • Microwave VA Demand Load 80 A 170 VA • 0 Mini Refrig VA ❑ 400 VA • 0 Wine Clr VA Neutral Demand 72 A ❑ 5.000 VA • Insta Hot VA 1, SM VA • Ironing Center VA Min.Service Req. 100 A ❑J select • Jacuzzi Tub VA El select • Sprinkler Pump VA Min. Feeder size 4 C select • Well Pump VA Min. Neutral size 4 selr t • Fountain Pump VA Eq. Grding Cond. 8 select • Elevator VA ❑ Copper Pool Equip. Panel 506 VA 100% Demand ❑ GATES VA No Demand ❑ Other load VA No Demand Total Appliance Load 10,156 VA 4 or more demand @ 75% plus 100% demand loads 7,741 VA STEP 4 Article 220.54 Electric Clothes Dryers 5,000 VA STEP 5 Article 220.55 N Electric Ranges W Col C demand 8000 or Number of appliances 1 0 0 Cooktop Col B demand ❑1*6 Box for Gas Range Cooktop Col B demand Oven(s) Col B demand Oven(s) Col B demand Number of appliances 0 oem Factor 0% Cooktop & Oven Demand Load W Pool Panel Feeder Calculation (See Note) Continuous Motors 0 ...... Non -continuous 506 ...... Spa heater 11 kVA ..... Pool heater3.5 ton1_j EE Pool heater 5 ton Pool Light select • 0 ... Blower select • 0 ❑ 240v other load 0 ❑ 240v othw bad 0 ❑ 240v ❑ Min.Copper Pool Feeder AWG A B Motors N 0 0 0 253 253 0 0 0 • ❑ 24N select • 0 0 select 0 0 ❑ 24N 0 0 0 0 0 0 0 0 0 0 0 0 2A 2 A A Minimum Panel Rating 30A Phase Amperes I Neut. load Continuous Non -continuous Motors Motors select • ❑ 240v 1/6 hp • ❑ 240v select • ❑ 24N select • ❑ 24N select • ❑ 240v select • ❑ 24N select • ❑ 240v select • ❑ 240v select ❑ 24N select • ❑ 240v 0.0 IMotor Neutral Load Max.Unbalanced Neutral Load oew �l Residential Standard Calculation S/25/1997 Verdeco Designs 14,15 w —S— Version 2011 L STEP 1 Article 220.42 & 220.52 Company Name sq. ft • 1082 General Lighting load 3,246 VA Address 2 Small Appliance 3,000 VA City, State, Zip Code 1 Laundry circuit 1,500 VA Telephone & Fax Gen.Lgt, Sm App.& Laun. Load 7,746 VA 215/201514 29 3,000 VA @ 100%= 3,000 VA 4,746 VA @35% = 1,661 VA Electric Clothes Dryers 5,000 VA STEP 5 Article 220.55 VA @ 25% = VA W Col C demand 8000 STEP 2 Article 220.50 & 220.51 El 0 0 General Lighting Demand Load 4,661 VA AIC Condenser & Fixed Electric Space Heating OTy Total 2 0 0 2.5 ton • 3,600 VA AHU 1 select • VA 1 • Heating Load VA 0 2 A 2 A A/C +2 • VA AHU 2 select • VA t • t CU Load 3,600 VA A/C 83 • VA AHU 3 Select • VA CITY A/C 04 • i VA AHU 4 Select • VA Oty • Greater of Heat @ 100% vs.AlC @ 100% 3,600 VA A/C #5 • VA AHU 5 Select • VA Oty • STEP 3 Article 220.53 Appliance Demand Load 7,744 VA 4.500 VA V 1 Water Heater 4,500 VA 1 aoova 1 Refrigerator 1,400 VA Dryer Demand Load 5,000 VA 600 VA • 0 Freezer VA 1,030 VA • 1 Dishwasher 1,030 VA Range Demand Load VA 690 VA • 1 Disposal 690 VA 400 VA • 1 R! Hood 400 VA Service Demand 21,005 VA 1.630 VA • 1 Microwave 1,630 VA ❑ 4,000 VA • Microwave VA Demand Load 88 A 170 VA • 0 Mini Refrig VA ❑ 400 VA • 0 Wine Clr VA Neutral Demand 73 A ❑ s.000vA • Insta Hot VA 1,500 VA • Ironing Center VA Min.Service Req. 100 A Q select • Jacuzzi Tub VA ❑ select • Sprinkler Pump VA Min. f=eeder size 4 ❑ select v, Well Pump VA Min. Neutral size 4 select • Fountain Pump VA Eq. Grding Cond. 8 select • Elevator VA ❑ Copper Pool Equip. Panel 506 VA 100% Demand GATES VA No Demand C Other load VA No Demand Total Appliance Load 10,156 VA 4 or more demand @ 75% plus 100% demand bads 7,744 VA STEP 4 Article 220.54 Electric Clothes Dryers 5,000 VA STEP 5 Article 220.55 N Electric Ranges W Col C demand 8000 or Number of appliances 1 0 0 Cooktop Col B demand E>eck Box for Gas Range Cooktop Col B demand Oven(s) Col B demand Oven(s) Col B demand Number of appliances 0 Dem Factor 0% Cooktop & Oven Demand Load W Pool Panel Feeder Calculation (See Note) Continuous Motors 0 ...... Non -continuous 506 ...... Spa heater 11 kVA . _ .. _ Pool heater 3.5 ton ..... Pool heater 5 ton ..... Pool Light select • 0 ... Blower select 0 ❑ 240v other bad 0 ❑ 240V other bad 0 ❑ 240v ❑ Min.Copper Pool Feeder AWG A 8 Motors N 0 0 0 253 253 0 0 0 • ❑ 240V select • 0 0 select 01 0 ❑ 2400 0 0 0 0 0 0 0 0 0 0 0 0 2 A 2 A A Minimum Panel Rati22 30A Phase Amperes Neut. load Continuous Non -continuous Motors Motors select • ❑ 240v 1/6 hp • ❑ 240v select • ❑ 240V select • ❑ 240v select • 240V select •_ ❑ 2400 select (❑-�t •Y!_1 240v select • ❑ 24ov select • ❑ 240v select • ❑ 24N 0.0 Motor Neutral Load Max.Unbalanced Neutral Load Unit Type Unit Ws 1 Units 12, 9, 6 2 Units, 11, 13, 5, 7, 8,10 3 Units 14, 15 4 Units 1, 2 5 Units 3, 4 Listed on the plans Occupancy by Floor Floor Floor 1 5223 Floor 2 5223 Floor 3 5223 15669 Square Feet 670 770 1085 765 750 2010 4620 2170 1530 1500 11830 Total Space / Floor Floor 1 7000 Floor 2 7000 Floor 3 7000 21000 Common Area Interior = 3839 Table 220.84 allows for a 40% demand factor for a dwelling with 14-15 units Units, 6, 9, 12 80Amps 240 96 Units, 1-8,10,11,13 83amps 913 365.2 Units 14,15 88amps 176 70.4 1329 531.6 Total Calculated load for apartments 531.6 House Loads 3000 3 9000 Lighting Load for storage areas 576 Rab WPLED26, .4A each x 12 314.4 RAB ALED2T150, 1.31A. 120volts 39 1248 Satco 3 lamp Fixtures 2138.4 8.91 Total Load = 532+60 592 amps of total load From: Mike Browne mike@advancedbuildinganalysis.com Lf Subject: Re: Massachusetts Residential New Construction Upcoming Program Change to 2017 Incentives and Rebates Date: December 6, 2016 at 8:46 AM To: Mark Yanowitz mark@verdecodesigns.com Cc: Gail Browne gail@advancedbuildinganalysis.com Hi Mark, Here are your final HERS Rating reports. The HERS Certificates show that they all meet the Stretch Code requirement which is simply a maximum HERS Index of HERS 70 plus Compliance with the Thermal Bypass Checklist (TESRC, also attached). All of the homes also qualified for Tier 2 MA Residential New Construction Incentives and have already been submitted. Your total incentives include the following per home • Tier 2 multi -family applicant incentive of $1150 per home + • Tier 2 multi -family Rater incentive of $550 per home (we take this off of our bill), • Heat Pump hot water heaters for $750 per unit. Total incentive value of $2450 per home, or $36,750 for the whole project. You should expect a check from the Program of $28,500 within a couple of months. Great job! I look forward to seeing what you do next! Best, Mike Michael A Browne, HERS Rater Advanced Building Analysis, LLC Energy Raters of Massachusetts, Inc. 2 Woodlawn St. Amesbury, MA 01913 978-270-3911 mike@advancedbuildinganalysis.com On Tue, Dec 6, 2016 at 7:55 AM, Mark Yanowitz <mark@verdecodesigns.com> wrote: Michael/Gail, I am submitting package of info to North Andover Building Inspector for a CO on the apartment building - can you forward a letter showing that we were successful in achieving Level 2 of the MARNC program and/or anything else that is relevant to meeting & exceeding the energy code? Could use ASAP - thanks much! Mark Yanowitz, LEED AP, Associate AIA, UCSL Verdeco Designs, LLC 978-409-2217 mark@verdecodesigns.com On Nov 7, 2016, at 8:10 AM, Gail Browne <gail@advancedbuildinganalysis.com> wrote: This email is to inform all of our clients of upcoming changes to the Massachusetts Residential New Construction (MARNC) Program. The MARNC Program will change its incentive and rebate structure for homes submitted for completion after December 30, 2016. Please find attached a document we created outlining the 2017 MARNC Program incentives and rebates. The MARNC program also has information about the incentive and rebate structure on their website: hftp://www. masssave. com/en/residentiallbui lding-a-house/offers/rnc-performance-path If you have any questions about your particular project, please let us know. Best, Gail Browne �+: d w r� U, Im r—+ � cl 00 09 O �etON�O PC aQte$ USA �aA g iI dC � c •r3 ;� � a � � � a wd 41 x 3 o 2 CV vE �4 G 2 Y W V VC N _ O U wo W� 0 d N U rfl cis � � 'fig w� a il x N .9i w t 44 a a W a 0 as 44 ►5 �0 4E •^O �= CS C N b W h+1 u O • O N � FI il x N .9i w t 44 a a W a 0 as 44 ►5 �0 4E •^O �= CS C N ONMO 0000 O� I •a s axa I WWI M q: 1D O C1 d O N O at M w w 90 �1 fi a4 a° a� M b0� N gq�a00 a N i i� lap x 7aiii 44 w x a 0 a d U Y Z C E ` O V r! K N � ^�g .-r 'G V �o W� x0 as • oPM4 �w as too o paco y 6 .Q JR�IR%q ri � i'l x N N • Ri �a E 1 * 1 z i rg -E N r'+v�Md;�00 00 at W con �o 0 bObAAd xuxau� H i'l x N N • Ri �a E 1 * 1 z i rg -E N acnd;No " �cVCN�O M R� i 0 ca a A a N �a x I W Ix6 j j i min v Eo E L N C in � O N in oo ~ Q� A z ba A2 baa I �o�r»cv,o w �C 7,7 x 3 k ,blto3 �x o1: 9 y. 8.o fT., o dz �a _ � W OL $ N i M M adz baa c� Q Po W W x I E. i IT z a r O ;o ..4 a O C A iz I •a 1944 as Opoq 10 aPS 0 �a at O d N 4 of �00cr;�NO h BNON�O W y O d il x N .Ni W . x 9. :s iSr a m� cF. • d= W N � .. =„i �C-R cnetNO P �IVCN�O W � to .1 y y ba O UO z I•rl . 400C T c IE !E mo °�= W� L N _ &9 i9 b9 py i Z. t = I FR g� N � N00 M w y y O w ao i Z. t = I FR g� N � F� aNr"tFs N ie 694.i ol 1 d••cn Vo o 0404 Z 3 c o w s V z coE 2 0 d= W � g N _ N � .�viCc3�0 p W e� ol 1 d••cn Vo o 0404 Z 3 c o w s V z coE 2 0 d= W � g N _ a"%aa c� •ra U •r 04 o W� x0 &II N n O �����gxxsx�xsxx�o a VE M dO C� N � Adz A a4 19:1146000's .-4 6o 2 in rA 6q 44 i M �a �r 2 Y ..... . . . . . . c r= a: N _ law LID m a6 4w V6. y� O v � b w y �N4§� k V��6R69 ^SDS'tNO III d o N o at M y bgoD�� il N 7i F--" b v a a W b 0 as v 2 ball� .EPE wa N _ al d N O cn U4e rA64% x .'NPWi 0 OOyO66 W G4 lo a� 3 a 00 m a 0 x > o �r 11 L m� Vu �• W u A ie �in0Nm0 N W �+ C x .'NPWi 0 OOyO66 W G4 lo a� 3 a 00 m a 0 x > o �r 11 L m� Vu �• W u A ie ✓' t i PIDAIKIN MXS SERIES HIGH -EFFICIENCY MULTI ZONE DUCTLESS SYSTEM Product Features • Inverter Compressor • 208/230/1 Power Supply • Cooling Operating Range: 0' -115' F (w/ Wind Baffle) • Heating Operating Range: -4° - 75' F (w/ Drain Pan Heater) • Precharged for up to 131 ft of Liquid Line • Outdoor Sound Pressures as Low as 50 dB(A) UP To 19.9 SEER UP To 12.7 EER UP To 12.5 HSPF • Outdoor Unit Quiet Operation • Auto Changeover • Auto Fan Speed Control • Self Diagnostics with Digital Display • Auto Restart after Power Failure • Anti -Corrosion Treatment on Heat Exchanger 12YEAR ,„�a PARTS ,....•ic:ranlito •�, LIMITED WAPPAI+l N • Complete warranty details available from your local dealer or at www.daikincomfort.com. To receive the 12 -Year Parts Limited Warranty, online registration must be completed within 60 days of installation. online registration and some of the additional requirements are not required in California or Quebec. SS-MXS www.daikincomfort.com 11/15 Supersedes 4/15 PRODUCT SPECIFIC4TION5 OUTDOOR MODEL NAME 2MXS18NMVJU 3MXS24NMVJU 4MXS36NMVJU RMX548LVJU Cooling Capacity (Rated - Max) BTU/h 18,000-21,000 24,000-30,000 36,000-38,000 48,000 Heating Capacity (Rated - Max) BTU/h 18,900-25,000 24,000-36,000 36,000-43,000 54,000 Max Connected Capacity BTU/h 24,000 39,000 48,000 62,400 Min -Max No. of Indoor Units Connections 2 2-3 2-4 2-8 Sound Pressure (Cool i ng/Heating) dB(A) 50/51 52/54 52/54 57/58 OperatingRange- Cooling °F DB 14-115 14-115 14-115 14-115 OperatingRange- Heating 5-75 5-75 5-75 5-75 Operating Range - Heating 403/307/ 568/477/ 583/484/ 643/494/ Airflow -Wet (H/M/L/SL) with Drain Pan Heater °F DB -4-75 -4-75 -4-75 -4-75 PIPING DIMENSIONS Max. Length (for all rooms) ft. 164 230 230 433 Max. Length (for one room) ft. 82 82 82 82 Max. Piping Height ft. 49.2 49.2 49.2 98.4 ELECTRICAL DATA Power Supply V/Ph/Hz 208-230/1/60 208-230/1/60 208-230/1/60 208-230/1/60 Minimum Circuit Amps A 15.8 18.7 19.8 27 Max. Overcurrent Protection A 20 20 20 30 Dimensions (H x W x D) in. 29 x 34% x12% 29 x 34% x 12% 29 x 34% x 12% 52%% x 3531,6 x 12% Net Weight lbs. 128 132 137 129 Piping Non -Ducted 18.9/12.5 17.9/12.7 17.7/9.2 18.8/10.3 SEER/ EER Mixed 16.5/11.0 15.9/11.2 15.9/8.5 16.5/9.8 Ducted 14.0/9.5 14.0/9.7 14.0/7.9 14.1/9.3 Non -Ducted 10.7/4.1 12.5/4.6 12.2/4.5 11.3/3.0 HSPF/COP Mixed 9.5/4.1 10.4/3.2 10.2/3.4 16.5/2.9 13%x 41% x 9'% Ducted 8.2/4.1 8.2/3.9 8.2/3.9 14.1/2.7 INDOOR Model Name CTXS07LVJU FTX509LVJU FTX512LVJU FTXS15LVJU FrX518LVJU FTXS24LVJU 2MXS18NMVJU 2MXS18NMVJU 2MXS18NMVJU 2MXS18NMVJU 3MXS24NMVJU 3MXS24NMVJU 3MXS24NMVJU 3MXS24NMVJU 3MXS24NMVJU 4MXS36NMVJU 4MXS36NMVJU Outdoor Unit Compatibility 4MXS36NMVJU 4MXS36NMVJU 4MXS36NMVJU 4MXS36NMVJU RMXS48LVJU RMXS48LVJU RMXS48LVJU RMXS48LVJU RMXS48LVJU RMXS48LVJU 332/261/ 381/279/ 403/307/ 568/477/ 583/484/ 643/494/ Airflow -Wet (H/M/L/SL) CFM 625/526% 699/572/ 350/290/ 420/321% 4308/335/ 593/505% Airflow Dry (H/M/L/SL) CFM Sound Pressure - Cooling (H/M/L/SL) dB(A) 38/32/25/22 41/33/25/22 45/37/29/23 45/40/35/32 46/41/36/33 51/44/37/34 Sound Pressure- Heating(H/M/L/SL) dB(A) 38/33/28/25 42/35/28/25 45/39/29/26 43/38/33/30 45/40/35/32 48/42/37/34 Liquid (O.D.) in. 01/4 01/4 01/4 0114 01/4 01/4 Piping Gas(O.D.) in. 0 3/8 0 3/8 03/8 01/2 0 1/2 0 5/8 Connections Condensate Drain in. 0 5/8 0 5/8 0 5/8 0 5/8 0 5/8 0 5/8 Dimensions (H x W x D) in. 11%x 31% x 83'16 13%x 41% x 9'% Net Weight lbs. 20 20 22 31 31 31 www.daikincomfort.com SS-MXS PRODUCT SPECIFICATIONS INDOOR INDOORFLOOR-STANDING Model Name Model Name FDXS09LVJU FDXS12LVJU CDXS15LVJU CDXS18LVJU CDXS24LVJU 2MXS18NMVJU 2MXS18NMVJU 2MXS18NMVJU 2MXS18NMVJU 3MXS24NMVJU 3MXS24NMVJU 3MXS24NMVJU 3MXS24NMVJU 3MXS24NMVJU 3MXS24NMVJU 4MXS36NMVJU 4MXS36NMVJU Outdoor Unit Compatibility 38/32/26/23 38/32/26/23 4MXS36NMVJU 4MXS36NMVJU 4MXS36NMVJU RMXS48LVJU in. in. 4MXS36NMVJU 4MXS36NMVJU 4MXS36NMVJU RMXS48LVJU RMXS48LVJU BTU/h RMXS48LVJU RMXS48LVJU RMXS48LVJU 18,000 Heating Capacity (Nominal) External Static Pressure "W.G. 0.12 0.12 0.16 0.16 0.16 Airflow-Wet(H/M/L/SL) CFM 305/280/260/235 305/280/260/235 424/388/353/297 424/388/353/297 424/388/353/297 Airflow-Dry(H/M/L/SL) CFM 305/280/260/235 305/280/260/235 424/388/353/297 424/388/353/297 424/388/353/297 Sound Pressure - Cooling (H/M/L/SL) dB(A) 35/33/31/- 35/33/31/- 37/35/33/31 37/35/33/31 37/35/33/31 Sound Pressure- Heating(H/M/L/SL) dB(A) 35/33/31/- 35/33/31/- 37/35/33/31 37/35/33/31 37/35/33/31 01/4 Liquid (O.D.) in. 01/4 01/4 01/4 0114 01/4 Piping Gas (O.D.) in. 03/8 03/8 01/2 01/2 01/2 Connections in. 01-1/32 01-1/32 01-1/32 01-1/32 Dimensions — Unit (H x W x D) in. 11'/< x 22% x 22% Condensate Drain in. 02S/32 025/32 025/32 025/32 025/32 Dimensions (H x W x D) in. 7%x 279/,6 x 2016 7%e x 353'16 x 24'/,6 INDOOR 2'x2' CEILING CASSETTE UNITS INDOORFLOOR-STANDING Model Name FFQ09LVJU FFQ12LVJU FFQ15LVJU FFQ18LVJU 2MXS18NMVJU 3MXS24NMVJU 4MXS36NMVJU RMXS48LVJU 2MXS18NMVJU 2MXS18NMVJU 2MXS18NMVJU 3MXS24NMVJU 290 311 3MXS24NMVJU 3MXS24NMVJU 3MXS24NMVJU 4MXS36NMVJU Outdoor Unit Compatibility 208-230/1/60 208-230/1/60 Sound Pressure -Cooling Sound Pressure- Heating dB(A) dB(A) 38/32/26/23 38/32/26/23 4MXS36NMVJU 4MXS36NMVJU 4MXS36NMVJU RMXS48LVJU in. in. RMXS48LVJU RMXS48LVJU RMXS48LVJU Dimensions— Unit (H x W x D) Cooling Capacity (Nominal) BTU/h 9,500 12,000 15,000 18,000 Heating Capacity (Nominal) BTU/h 11,100 14,000 17,500 21,000 Power Supply V/Ph/Hz 208-230/1/60 208-230/1/60 208-230/1/60 208-230/1/60 Airflow Rate (H/L) CFM 318/230 353/230 424/283 530/353 Sound Pressure - Cooling (H/L) dB(A) 36/29 38/29 42/31 46/37 Sound Pressure - Heating (H/L) dB(A) 36/29 38/29 42/31 46/37 Liquid (O.D.) in. 01/4 01/4 01/4 01/4 Piping Gas (O.D.) in. 03/8 03/8 0112 01/2 Connections Condensate Drain (O.D.) in. 01-1/32 01-1/32 01-1/32 01-1/32 Dimensions — Unit (H x W x D) in. 11'/< x 22% x 22% 11% x 22% x 22% Dimensions — Deco Panel (H x W x D) in. 2% x 27% x 27% 2% x 27% x 27% Net Weight lbs. 38.5 38.5 38.5 38.5 SS-MXS www.daikincomfort.com INDOORFLOOR-STANDING Model Name FVXS09NVJU FVXS12NVJU FVXS18NVJU Outdoor Unit Compatibility 2MXS18NMVJU 3MXS24NMVJU 4MXS36NMVJU RMXS48LVJU 2MXS18NMVJU 3MXS24NMVJU 4MXS36NMVJU RMXS48LVJU 3MXS24NMVJU 4MXS36NMVJU RMXS48LVJU Airflow Rate Cooling Airflow Rate Heating CFM CFM 290 311 300 332 378 417 Power Supply V/Ph/Hz 208-230/1/60 208-230/1/60 208-230/1/60 Sound Pressure -Cooling Sound Pressure- Heating dB(A) dB(A) 38/32/26/23 38/32/26/23 39/33/27/24 39/33/27/24 44/40/36/32 44/40/36/32 Piping Connections Liquid (O.D.) Gas (0.D.) in. in. 01/4 03/8 01/4 03/8 01/4 01/2 Dimensions— Unit (H x W x D) in. 23% x 27%: x 8% Net Weight lbs. 31 31 31 SS-MXS www.daikincomfort.com PRODUCT SPECIFICATIONS PIPING REQUIREMENTS MODEL NAME ALLOWABLE LENGTH DETAILS Piping length between outdoor and BP units15 180 ft (55 m) - Power Supply Between outdoor and BP units Total piping length W 10 Power Consumption [Example] a+b+c+d+e <_ 180 ft Maximum allowable Between BP and indoor units Total piping length Piping length between BP and indoor units: 262 ft (80 m) - length Number of Connectable Indoor Units 1 to 2 [Example] f+g+h+i+j+k+l < 262ft 7,000 Maximum Connection Combination 48,000 Between BP and indoor unit 1 room length Piping length between BP and indoor unit 5 49 ft (15 m) - Liquid Indoor Unit Side [Example] f, g, h, i, j, k,1 <_ 49 ft 0 1/4 x 2 Between outdoor and indoor units Difference in height between outdoor & indoor units (Hl) <_ 98 ft (30 m) in. Between outdoor and BP units Difference in height between outdoor and BP units (1-12) <_ 98 ft (30 m) Allowable height in. Difference in height Dimensions H X W X D in. Between BP and SP units Net Weight Difference in height between BP and BP units (1-13) <_ 49 ft (15 m) 18 Between indoor and indoor units Difference in height between indoor and indoor units (1-14) <_ 49 ft (15 m) Minimum allowable length Piping length Pipe length between outdoor unit and first refrigerant branch kit (refnet joint) 2 16.4 ft [Example] a 216.4 ft Piping length from first refrigerant branch kit (REFNET joint) to indoor unit Allowable length <_ 131 ft (40 m) after the REFNET branch [Example] unit 6: b+c+k <_ 131 ft [Example] unit S: b+e+j < 131 ft [Example] unit 3: d+h <_ 131 ft Total length (ft / m) of liquid Total length (ft / m) liquid pip- Additional refrigerant calculation x + piping size at 01/4 inch (0 ng size at 3/8 inchh ( (f6 9.5mm) 6.4mm) NOMINAL L.ONOITIONS: Cooling Mode: Indoor: 80'F DB/67'F WB Outdoor: 95'F DB Level Difference: 0 ft. Heating Mode: Indoor: 70'F DB Outdoor: 47 'F DB / 43 'F W B Level Difference: Oft. NOTE: Specifications are subject to change without notice www.daikincomfort.com SS-MXS MODEL NAME BPMKSO4BA2U Power Supply V/Ph/Hz 208-230/1/60 W 10 Power Consumption Running Current A 0.05 Sound Pressure - (Coolin /Heatin) dB(A) 32/32 Number of Connectable Indoor Units 1 to 2 Minimum Connection Combination 7,000 Maximum Connection Combination 48,000 Outdoor Unit Side in. 01/4 x 2 Liquid Indoor Unit Side in. 0 1/4 x 2 Piping Connections (O.D.) Outdoor Unit Side in. 0 5/8 x 2 Gas Indoor Unit Side in. 0 5/8 x 2 Dimensions H X W X D in. 7'/,6 x 11'/16 x 13% Net Weight lbs. 18 NOMINAL L.ONOITIONS: Cooling Mode: Indoor: 80'F DB/67'F WB Outdoor: 95'F DB Level Difference: 0 ft. Heating Mode: Indoor: 70'F DB Outdoor: 47 'F DB / 43 'F W B Level Difference: Oft. NOTE: Specifications are subject to change without notice www.daikincomfort.com SS-MXS FDXS09/12LVJU N (ALL I = i ' a E L__J L__ -j 0 i8 m m Z N Of W i - a 1 y DIMENSIONS — SUM -DUCT INDOOR UNITS S74 45mm 247/16 GF�--SIGNALTAANSMRTER (620mm) 11n61temm 2-Srt6(%Mm I(Mn)OR MORE -----� ROOMTEMR 2y4 (13116) 1.12(38mm _ JONLIMP (20mm) EE��CE 11 .. —.. e E in E SIGNAL RECEWER QA 1'! QM CORD (LENGTH:74-13116) «SERVICE SPACE >> ---� ^ v ( :1900mm) ARROW VIEW A INFRARED RECEIVER UNIT WIRELESS REMOTE CONTROLLER INSPECTION DOOR HOLES (ARG452A23) (CEILING OPENING).. .. .. CDXS15/18LVJU 35-7116 (900mm) L___1 L___I• L___r I ISEIMCf WKQ H «IN CASE OF BACK-SUCTION » 10PROTECTION NET 9 AIR FLT.JACCESSOAY) ER RY) :)1. IN CASE OF BACK -SUCTION, MOUNT CHAMBER COVERTO BOTTOM SIDE OFTHE UNIT. IN CASE OF BOTTOM -SUCTION, MOUNT CHAMBER COVERTO BACK SIDE OF THE UNIT. 2. LOCATION OF UNITS NAME PLATE:CONTROL BOX COVER 3. MOUNT THE AIR FILTER AT THE SUCTION SIDE. !SELECT ITS COLORIMETHOD (GRAVITY METHOD) t M OR MDRE. IT CAN NGT BE EQUIPPED WITHAIR FILTER (ACCESSORY) WHEN CONNECTING DUCT TO SUCTION SIDE. 3D074619 1-374 (45mm) E� SIGNAL TIIANSMITTER 11/16 (18 m). 2-5116 58mm 2-3/4 (13/16) 1.12(38mm (70nm (20mm E � m E SIGN RERECEIVER cEv WAD( 1H:7bt3N6) � r (1900mm) rn INFRARED RECEIVER UNIT �y WRELESS REMOTE CONIROLIEA ,. (ARC452A23) I u -ono t. 1 �1 <IN CASE OF BACK -SUCTION> PROTECTION NET AR FILTER (ACCESSORY( SUSPENSION BRACKET POWER SUPPLY CONNECTION MWEDITONERMCNECIGI CONTROL BOX DRAIN HOSE (ACCESSORY) I.D.¢ 31 n2 (p 25mm)(OUTLET) SOCKET FOR DRAIN VP20'O.D.01-1/32(}26mm)) A.D. f 2502 (4 20mm) GAS PIPE CONNECTION 412(112.7mm)(FLARE CONNECTION) UOUID PIPE CONNECTIDN 419(164mm)FLARE CONNECTION) 3D075268 NAME DESCRIPTION 55-MXS www.daikincomfort.com 5 247/16 (620mm p¢p 0 ---- Mo /.-,� 15 Y4 400mm OR MORE S / E QNC BOTTOM SUCTION \ 5E� CEILING 4A g / SERVICE SPACE / a E 6 130mm 2-1l2 63mm ARROW VIEW A m INSPECTK)N DOOM E E � (CELING OPENING) :)1. IN CASE OF BACK -SUCTION, MOUNT CHAMBER COVERTO BOTTOM SIDE OFTHE UNIT. IN CASE OF BOTTOM -SUCTION, MOUNT CHAMBER COVERTO BACK SIDE OF THE UNIT. 2. LOCATION OF UNITS NAME PLATE:CONTROL BOX COVER 3. MOUNT THE AIR FILTER AT THE SUCTION SIDE. !SELECT ITS COLORIMETHOD (GRAVITY METHOD) t M OR MDRE. IT CAN NGT BE EQUIPPED WITHAIR FILTER (ACCESSORY) WHEN CONNECTING DUCT TO SUCTION SIDE. 3D074619 1-374 (45mm) E� SIGNAL TIIANSMITTER 11/16 (18 m). 2-5116 58mm 2-3/4 (13/16) 1.12(38mm (70nm (20mm E � m E SIGN RERECEIVER cEv WAD( 1H:7bt3N6) � r (1900mm) rn INFRARED RECEIVER UNIT �y WRELESS REMOTE CONIROLIEA ,. (ARC452A23) I u -ono t. 1 �1 <IN CASE OF BACK -SUCTION> PROTECTION NET AR FILTER (ACCESSORY( SUSPENSION BRACKET POWER SUPPLY CONNECTION MWEDITONERMCNECIGI CONTROL BOX DRAIN HOSE (ACCESSORY) I.D.¢ 31 n2 (p 25mm)(OUTLET) SOCKET FOR DRAIN VP20'O.D.01-1/32(}26mm)) A.D. f 2502 (4 20mm) GAS PIPE CONNECTION 412(112.7mm)(FLARE CONNECTION) UOUID PIPE CONNECTIDN 419(164mm)FLARE CONNECTION) 3D075268 NAME DESCRIPTION 55-MXS www.daikincomfort.com 5 DIMENSIONS — Sum -DUCT INDOOR UMTS CDXS15/18LVJU 3.9/16 16"OAMOAE m � � g 247/16 (620mm MMxis�l MORE m 153/4( b E CASE E 9400mm)O 0TTOM SUCTION 5 i b _ z VA <SERVICE SPACE> g �l R 1 m 2-12 63mm ARROW VIEW A `O �5- 3/16 9RnmINSPECTION E 3 EIS DOOR (CEILINGOPENING) 3 5 CDXS24LVJU E)1. M CASE OF BACKSUCTION, MOUNT CHAMBER COVERTO BOTTOM SIDE OF THE UNIT. M CASE OF BOTTOM -SUCTION, MOUNT CHAMBER COVER TO BACK SIDE OFTHE UNIT, 2 LOCATION OF UNITS NAME PLATE: CONTROL BOX COVER 3. MOUNT THE AIR FILTER AT THE SUCTION SIDE, (SELECTITB COLORIMETHOD (GRAVITY METHOD) 50%OR MORE. IT CAN NOT BE EQUIPPED WITH AIR FILTER (ACCESSORY) WHEN CONNECTING DUCT TO SUCTION SIDE. SUSPENSION BOLT 4 -M8 -M10 42-112 `D a 41-3/4 i m a 6xP5-7jS-=357/16 1&M4 HOLES 1-3/16 (ALL AROUND) 4 (1.3/4) (45mm) ( — SIGNAL TRANSMITTER 11/16 18mm 2-5/16 (58mm 2-3/4 (13/16) 1-12(38mm) (5 (20mm R E E b o SIGNAL RECEIVER n 41396) C n ( :1900mm) m INFRARED RECEIVER UNIT Y4RELESS AEMOTE CONTROLLER (ARC452A23I <IN CASE OF BACKSUCTION> BROW VIEW A INSPECTION DOOR (CEILING OPENING) 3DO75268 ( SIGNAL TRANSMITTER ROOM TEMP. 2-3/4 (13/16) 1-12 11/16 SENSOR 2-5/16 )eATIONIAW TIMER LAMP 4 � o00 INDOOR UNIT io r �� SIGNAL RECENER CORD(LENGTH:74.13116) Z INFRARED RECEIVER UNIT WIRELESS REMOTE CONTROLLER (ARC452A23) 2 b 5118 2-12 ffi m 24-M5 HOLES b (ALL AROUND) e z r �- 13 5-7/B 9x W3-15/10=357/16 3 5 3.15/16 38-9/16 9 &9/16 39-318 3-1/8 1 1 40-3/16 (IN CASE OF BACK—SUCTION) (IN CASE OF BOTTOM -SUCTION ) IN CASE OF BACK -SUCTION. MOUNT CHAMBER COVER TO BOTTOM SIDE OF THE UNIT. IN CASE OF BOTTOM -SUCTION. MOUNT CHAMBER COVER TO BACK SIDE OF THE UNIT. LOCATION OF UNIT'S NAME PLATE: CONTROL BOX COVER MOUNT THE AIR FILTER AT THE SUCTION SIDE. SELECT ITS COLORIMETHOD (GRAVITY METHOD) 50% OR MORE, IT CAN NOT BE EQUIPPED WITH AIR FILTER (ACCESSORY) WHEN CONNECTING DUCT TO SUCTION SIDE. PROTECTION NET AIR FILTER (STAMM ACCESSORY) SUSPENSION BRACKET POWER SUPPLY CONNECTION WRAM RECEIVER UNIT CONNECTIM CONTROL BOX DRANIDSE(STAN)ARDACGESSOM I.D. Olf32(OUTLET) SOCKET FOR DRAIN VP20 (O.0 +1-1132A.D. V5I32) GAS PIPE CONNECTION t5/6 (FLARE CONNECTION) LIQUID PIPE CONNECTION 41/4 (FLARE CONNECTION) NAME DESCRIPTION 3DO8O591 www.daikincomfort.com SS-MXS DIMENSIONS — WALL -MOUNT INDOOR UNIT CTXS07LVJU, FTXS09/12LVJU THE MARK (-) SHOWS PIPING DIRECTION E>AIRFLOW (INDOOR) j ���✓✓✓✓✓✓ 31-12 (800mm) E I REAR I JE INCLUDING EFT - - RIG�iT -E ¢ ¢ Ow MOUNTING PLATE/ ¢ MIN. \-15/16 SOmm MIN. 1.15/16(50mm) O y 1-15/16 (50mm) MIN &U16 (215mm) /7 V 1-15/16 (50mm) MIN a (SPACE FOR MAINTENANCE) REQUIRED SPACE (SPACE FOR MAINTENANCE) FRONTGRILLE AE—NAME PLATE FIXEDSCREWS (INSIDE)TERMINAL BLOCK WITHGROUND TERMINAL BOTTOM+ FLAPS SIGNAL RECEIVER INTELLIGENT EYE SENSOR OPERATION LAMP TIMER LAMP INTELLIGENT EYE LAMP INDOOR UNIT ON/OFF SWITCH ROOM TEMP.THERMISTOR (INSIDE) MODEL NAME PLATE �— SIGNAL TRANSMITTER BLADEANGLES 2-5/16 (58mm) 11/16 (\8mm) UPIDOWN (AUTOMATIC) COOLING, DRY HEATING FAN 0 5' E ODO 0 J C ' �°� 45° 55 r 80° RIGHT/.EFT 2-3A (AUTOMATIC) WIRELESS REMOTE CONTROLLER (ARC452A21) FTXS15/18LVJU 1 THE MARK (-)SHOWS PIPING DIRECTION AIRFLOW (INDOOR) LEFT I REAR 41-5/16(1050mm) ) RIGHT I INCLUDING \INSTALLATION PLATE) 9.13/16 (250mm 9-3/4 (248mm GAS PIPE 0/8(49.5mm) CuT- DRAIN HOSE (THE LENGTH OF PIPE OUTSIDE (CONNECTING PART THE UNIT: ABOUT 13.3/4(350mm)) O.D. 451B(416mm) UOUID PIPE 41/4(4.4mm)CuT THE HOSE LENGTH OF OUTSIDE (THE LENGTH OF PIPE OUTSIDE THE UNIT IS APPROX. 18-5/16 (465mm)) THE UNIT: ABOUT 153/4 (400mm)) n 1 m 1 ____________ WA HOLE FOR WALL HOLE EMBEDDEDPIPNIG 42-9116 (465mm) HOLE - 42-9/16 (465mm) HOLE 2-5/16 (59.5mm) STANDARD LOCATIONS OF WALL HOLES C:3DO74094A w z O� w a¢ aw rn a ----- - - -- -- - (SPACE FOR (SPACE FOR FROM E NAME PLATE MAINTENANCE) REQUIRED SPACE MAINTENANCE) RILLS FIXING TERMINAL BLOCK SCREWS @ WITH (INSIDE) GROUND TERMINAL (INSIDE) BOTTOM+ + INTELLIGENT EYE SENSOR FLAPS SIGNAL RECEIVER OPERATION LAMP TIMER LAMP INTELLIGENT EYE LAMP GAS PIPE 412 (412.7mm) CUT --DRAIN HOSE INDOOR UNIT ONA)FF (THE LENGTH OFPIPE OUTSIDE (CONNECTING PART THE UNIT: ABOUT 1,3/4 (400mm)) O.D. 45/8 (416mm) SWITCH LIQUID PIPE 41/4 (46.4mm) CUT THE HOSE LENGTH OF OUTSIDE ROOM TEMP. THERMISTOR (THE LENGTH OF PIPE OUTSIDE THE UNIT: ABOUT 18-5/16 (465mm)) SIGNAL (INSIDE) THE UNIT: ABOUT 18-1/8 (460mm)) TRANSMITTER MODEL NAME PLATE BLADE ANGLES 41.5/16 1050mm 2-5/16 (SBmm) 11/16 \8mm) UP/DOWN (AUTOMATIC) 37.5/16 947mm 1-38 35.5mm m COOLING, DRY HEATING FAN I m E E OOO 15° �y u@i @ n 50° Cv�"°30° 40° 25° 75° f _ _ _ _ T.L/ 70° 75° 70° LIE HOLE FOR EMBEDDED WALL HOLE RIGHTA_EFT(AUTOMATIC) 43-1/8(460mm)HOLE 43-IM(480mm)HOLE E (65mm 312 89mm WIRELESS REMOTE CONTROLLER STANDARD LOCATIONS OF WALL HOLES (ARC452A21) rs, a5 C:3D074024A SS-MXS www.daikincomfort.com - E m z E MIN. \-15/16 SOmm MIN. 1.15/16(50mm) w z O� w a¢ aw rn a ----- - - -- -- - (SPACE FOR (SPACE FOR FROM E NAME PLATE MAINTENANCE) REQUIRED SPACE MAINTENANCE) RILLS FIXING TERMINAL BLOCK SCREWS @ WITH (INSIDE) GROUND TERMINAL (INSIDE) BOTTOM+ + INTELLIGENT EYE SENSOR FLAPS SIGNAL RECEIVER OPERATION LAMP TIMER LAMP INTELLIGENT EYE LAMP GAS PIPE 412 (412.7mm) CUT --DRAIN HOSE INDOOR UNIT ONA)FF (THE LENGTH OFPIPE OUTSIDE (CONNECTING PART THE UNIT: ABOUT 1,3/4 (400mm)) O.D. 45/8 (416mm) SWITCH LIQUID PIPE 41/4 (46.4mm) CUT THE HOSE LENGTH OF OUTSIDE ROOM TEMP. THERMISTOR (THE LENGTH OF PIPE OUTSIDE THE UNIT: ABOUT 18-5/16 (465mm)) SIGNAL (INSIDE) THE UNIT: ABOUT 18-1/8 (460mm)) TRANSMITTER MODEL NAME PLATE BLADE ANGLES 41.5/16 1050mm 2-5/16 (SBmm) 11/16 \8mm) UP/DOWN (AUTOMATIC) 37.5/16 947mm 1-38 35.5mm m COOLING, DRY HEATING FAN I m E E OOO 15° �y u@i @ n 50° Cv�"°30° 40° 25° 75° f _ _ _ _ T.L/ 70° 75° 70° LIE HOLE FOR EMBEDDED WALL HOLE RIGHTA_EFT(AUTOMATIC) 43-1/8(460mm)HOLE 43-IM(480mm)HOLE E (65mm 312 89mm WIRELESS REMOTE CONTROLLER STANDARD LOCATIONS OF WALL HOLES (ARC452A21) rs, a5 C:3D074024A SS-MXS www.daikincomfort.com DIMENSIONS — WALL-MOUNTI FLOOR -STANDING INDOOR UNITS FTXS24LVJU } THE MARK(--) SHOWS PIPING DIRECTION AIRFLOW(INDOOR), LEFT f REAR 41-5/16 (1050mm) RIGHT INCLUDING INSTALLATION PLATE 9.13116 (250mmI 9-3/4 248mm FRONT E NAMEPLATE GRILLE FIXING SCREWS I!I TERMINAL BLOCKW (INSIDE) X11 GROUND-lLW L (INSIDE) BOTTOM + INTELLIGENT EYE SENSOR FLAPS SIGNAL RECEIVER OPERATION LAMP TIMER LAMP REQUIRED SPACE'M'....` MAINTENANCE) 'M'AIN'T'ENANCE) NCE) INTELLIGENT EYE LAMP GAS PIPE 0B (m15.9mm) CUT I INDOOR UNIT ON/OFF (THE LENGTH OF PIPE OUTSIDE SWITCHTHE UNIT: ABOUT 15.3/4 (400mm)) LIQUIDhiiii ROOM TEMP.THERMISTOR (THE NGTPIPE gtit/4 (PIPE OU SI QHE LENGTH OF PIPE OUTSIDE SIGNAL (INSIDE) THE UNIT: ABOUT 18-1B (460mm)) --TRANSMITTER MODEL NAME PLATE BLADE ANGLES 2-5/16(58mm) 11116(18mm) UP/DOWN (AUTOMATIC) ❑ COOLING, DRY HEATING FAN E ❑ O �f/7J /J 3050.60.<4e ' 70' RIGHT/LEFT (AUTOMATIC) WIRELESS REMOTE CONTROLLER (ARC452A21) 6 I ITK&III-14H1!17111 27-9/16 OOmm NOTE) 1. THE MARK (—)SHOWS PIPING DIRECTION 26-1/4 (666mm) (HALF CONCEALED) r 1 nvGn erocwe cno connm oeuci MODEL FIXED SCREWS 41-5/16 U -Z )cl /Q ILL Q 1a DRAINHOSE (CONNECTING PART O.D. p5M (p16mm) THE HOSE LENGTH OF OUTSIDE THE UNIT: ABOUT 18-5/16 (465mm)) WALL HOLE FOR EMBEDDED WALLHOLE PIPING 43.118(00mm) HOLE 43-118(+8Dmn)H( !-9/16 (65mm) 3-12 89m STANDARD LOCATIONS OF WALL HOLES C:3DO73962A OPERATION LAMP 26378 670mn 27.3A6 [9Unn 412 115mm (WALL HOLE) E:> AIR FLOW 2-3/4 y0mm) 1.12 (365mm) E 6114(210mm) ROOM TEMP. THERMISTOR E m c� SIGNAL RECEIVER 3.3/495mm TERMINAL BLOCK 2 INDOOR UNIT ONUFSWITCH(MLFCDN UID MIN. 1-15/16(50mm) 0 MIN. 1-15116(50mm) AIR OUTLET GRILLE FIXING SCREWS I!I TERMINAL BLOCKW (INSIDE) X11 GROUND-lLW L (INSIDE) BOTTOM + INTELLIGENT EYE SENSOR FLAPS SIGNAL RECEIVER OPERATION LAMP TIMER LAMP REQUIRED SPACE'M'....` MAINTENANCE) 'M'AIN'T'ENANCE) NCE) INTELLIGENT EYE LAMP GAS PIPE 0B (m15.9mm) CUT I INDOOR UNIT ON/OFF (THE LENGTH OF PIPE OUTSIDE SWITCHTHE UNIT: ABOUT 15.3/4 (400mm)) LIQUIDhiiii ROOM TEMP.THERMISTOR (THE NGTPIPE gtit/4 (PIPE OU SI QHE LENGTH OF PIPE OUTSIDE SIGNAL (INSIDE) THE UNIT: ABOUT 18-1B (460mm)) --TRANSMITTER MODEL NAME PLATE BLADE ANGLES 2-5/16(58mm) 11116(18mm) UP/DOWN (AUTOMATIC) ❑ COOLING, DRY HEATING FAN E ❑ O �f/7J /J 3050.60.<4e ' 70' RIGHT/LEFT (AUTOMATIC) WIRELESS REMOTE CONTROLLER (ARC452A21) 6 I ITK&III-14H1!17111 27-9/16 OOmm NOTE) 1. THE MARK (—)SHOWS PIPING DIRECTION 26-1/4 (666mm) (HALF CONCEALED) r 1 nvGn erocwe cno connm oeuci MODEL FIXED SCREWS 41-5/16 U -Z )cl /Q ILL Q 1a DRAINHOSE (CONNECTING PART O.D. p5M (p16mm) THE HOSE LENGTH OF OUTSIDE THE UNIT: ABOUT 18-5/16 (465mm)) WALL HOLE FOR EMBEDDED WALLHOLE PIPING 43.118(00mm) HOLE 43-118(+8Dmn)H( !-9/16 (65mm) 3-12 89m STANDARD LOCATIONS OF WALL HOLES C:3DO73962A OPERATION LAMP 26378 670mn 27.3A6 [9Unn 412 115mm (WALL HOLE) E:> AIR FLOW 2-3/4 y0mm) 1.12 (365mm) TIMER LAMP 6114(210mm) ROOM TEMP. THERMISTOR /SIGNALTRANSMITTER SIGNAL RECEIVER 3.3/495mm TERMINAL BLOCK P INDOOR UNIT ONUFSWITCH(MLFCDN UID WITH GROUND TERMINAL AIR OUTLET LOWER AIR OUTLET UPWARD LIQUID PIPE (;1/4 (0.4mm CUT)) SELECTION LIMITry GAS PIPE (0/8 (¢9.Smm CUT)) / SWITCH (INSIDE) E E E NAME PLATE �FC ADJUSTINGTHE AIR FLOW DIRECTION N C:3D091758 E E i Ea �a N I16 Z DRAIN /SOCKET U m u DRAIN HOSE " \HOLE FOR SPLINT CVP20 � 43/4 (121 mm HOLEFORPIPING D y13 6 (/2011 m1 5.M 136mm) lU, (026mm) J L8.11116(220mm) (152mjj 1-12 38.5mm FOR PIPING 1-3l4 44mm 26378 670mn 27.3A6 [9Unn 412 115mm (WALL HOLE) E:> AIR FLOW 2-3/4 y0mm) 1.12 (365mm) UPPER AIR OUTLET COOL, DRY REQUIREDSPACE /SIGNALTRANSMITTER UPWARD AIR FLOW LIMIT ry P 2-5116 (58.5mm)) 7B (21.5mm) so 711\ mo �7Y LOWER AIR OUTLET UPWARD 0 LIMITry + moo, / E ADJUSTINGTHE AIR FLOW DIRECTION C:3D091758 1-15116 1-15/16 n WALL HOLE FOR HALF CONCEALED (SOmm) IN (FOR MAINTENANCE (FOR (Spnm) MIN MAINTENANCE WIRELESS ARC466A21 REMOTE CONTflOLLEfl AND PERFORMANCE) AND PERFORMANCE) - RIGHTA.EFT (MANUAL) UP/DOWN (AUTOMATIC) UPPER AIR OUTLET COOL, DRY HEAT UPWARD AIR FLOW LIMIT ry P 4S, AL (OFF) so 711\ mo �7Y LOWER AIR OUTLET UPWARD 0 LIMITry + moo, + 45• A5 AAIR IRFLOW ADJUSTINGTHE AIR FLOW DIRECTION C:3D091758 8 www.daikincomfort.com SS-MXS DIMENSIONS — FLOOR -STANDING INDOOR UNITS FVXS18NVJU SS-MXS www.daikincomfort.com 9 27-9/76 700mm NOTE) 1. THE MARK (—) SHOWS PIPING DIRECTION 2&114 (666mm) (HALFCONCEALED) 1-12 38.5mm HOLE 1-3/4 (44mm) FOR PIPING 1 1 COOL, DRY HEAT 26318167dnm1-27.3h6(69Umi) 4-12 (115mm) AIR FLOW (WALL HOLE) REQUIRED SPACE y OPERATION LAMP UPWARD AIR FLOW LIMIT y ry p� TIMER LAMP 8114(21Omm) ROOM TEMP. THERMISTOR SIGNAL RECEIVER 3-3/4(95mm) TERMINALKOCK 25318 (644mm) FIXED SCREWS FOR FRONT PANEL MODEL NAME INDOOR UNIT ONOFF SWPCH (W CONCEALED! WITH GROUND TERMINAL E (INSIDE) LAREL AIR OUTLET LK)UID PIPE (41/4 (46.4mm CuT)) MAIN UNIT FIXING SCREW € SELECTION GAS PIPE (412 (412.7mm CuT)) Y' N o. SWITCH i / (INSIDE) E E E E NAME PLATE m ❑ E LOWER AIROUTLET UPWARD AIR FLOW LIMIT d, ry � J E N a n E E E w E E N6�� I DRAIN e Ri yEz O g E= 1-1sn6 (50mm) MIN SOCKET m a J ri m co a N ab ARC466A21 h a d WIRELESS REMOTE CONTROLLER a —j— A m AND ANCE) v ! 71A.L 16 (17mm) 11/16 (17mm) FIXED SCREWS FOR F E DRAIN HOSE 3-1/4 62mm HOLE FOR SPLINT HOLE FOR SPLINT HOLE FOR PIPING 24-13/16 mm) VP20(121 mm ��. 473/l6 (420mm-14-3/4 HOLE FOR PIPING 3-1/4 (62mm FIXED SCREWS FOR MAIN UNIT ? O.D. 4„�(426mm) II 5'3R (136mm) N l�a•Mm1 SS-MXS www.daikincomfort.com 9 RIGHT/LEFT (MANUAL) UP/DOWN (AUTOMATIC) 1-12 38.5mm HOLE 1-3/4 (44mm) FOR PIPING UPPER AIR OUTLET COOL, DRY HEAT 26318167dnm1-27.3h6(69Umi) 4-12 (115mm) AIR FLOW (WALL HOLE) REQUIRED SPACE 2J/4 (70mm) 1-12 (36.5mm) UPWARD AIR FLOW LIMIT y ry p� SIGNAL TRANSMITTER � 2.5116(56.5mm) 7/6 (21.5mm) 4g• A5 [OFF) o. o. i / cw g E mo ❑ LOWER AIROUTLET UPWARD AIR FLOW LIMIT ry qs. AF [ON] 1-1sn6 (50mm) MIN 1-15116 •(SOmm) MIN n n ARC466A21 ADJUSTING THE AIR FLOW DIRECTION C: 3D091774 MAINTENANCE MAIINTEERFORNIANCE) (FORAND WALL HOLE FOR HALF CONCEALED WIRELESS REMOTE CONTROLLER AND ANCE) SS-MXS www.daikincomfort.com 9 e I . WIRING DIAGRAMS — INDOOR UNITS CTXS07LVJU, FTXS09/12LVJU r ------------------------------------ --------- ----------------------------- � I I 1 j PCB3 S49 S46 PCB1 FU1 X1M ®I 2 ® LED1 1 BLK 1 F1L U Ht BLK 1 3 OUTDOOR HIP BLK 3.15A WHIT 2 I O BLK I LED2 BBL�ic - C102 V1 MR10 H2 RED 3 I ® H2P BLK -+ GRN I BLK LED3 j FIELD WIRING. H3P BLK C101 H3 GRN/VLW 9 BLK 9L TRANSMISSION CIRCUIT r----------- CAUTION I SW1S21 FG =I NOTE THAT OPERATION WILL RESTART I "� o I I o HA 7 S1 I I I BZ RTHt O RED I R1T O O O I a BI I S25 LU PCB4 1 BLK -1 EILK0--BRN MS 1 ORG3~ I I I S26 BLK 1 WHT " I I 4 BLK 4 S47 S32 S41 MIF I I INTELLIGENT EYE 1 2168105214215346151311971 I o I SENSOR I I I (7 3 Y] O U 3 Y DO 3 Y J I �\ ad ad �oia �oia o �o>am 1PCB2 Sa8 WIRELESS I 1 3 1 J. INDOOR REMOTE I CONTROLLER : SIGNAL R2T MSW MSW MSW I RECEIVER MIS M2S M3S I L----------------------------------------------� FTXS15/18/24LVJ U AUTOMATICALLY IF THE MAIN POWER SUPPLY IS TURNED OFF AND THEN BACK ON AGAIN. BZ :BUZZER C101, C102 CAPACITOR FG :FRAME GROUND F1U :FUSE HIP-H3P : PILOT LAMP MR10 MAGNETIC RELAY MIF :FAN MOTOR MIS-M3S : SWING MOTOR PCB1-PCB4 : PRINTED CIRCUIT BOARD R1T, R2T : THERMISTOR S1 -S49 :CONNECTOR SW1 OPERATION SWITCH V1 : VARISTOR X1M : TERMINAL STRIP O : PROTECTIVE GROUND r----------------------------------------------------------------------------------------------------- S25 i PC84 1 BLK 1 i S36 BLK 3 BLK 1 O 4 S47 S32 S41 i INTELLIGENT EYE 1 3 1 2 16 8 101214 5 3 4 6 151331 9 7 1 SENSOR O i m �i Y O U' 3 Y 7 O o ?� Y mmm m m WmJ 2J WmJ ZJWmJZ m p> a m m p> a m mo 0> a m PCB2 S48 \ i 1 3 1. WIRELESS REMOTE i SIGNAL R2T MSW MSW MSW CONTROLLER RECEIVER MIS M2S M3S L------------------------------------------------------ C:3DO58246L � 1 y X1M ®i 2 BLK 1 oft 3 OUTDOOR WHT 2 O i i RED 3 2 — m GRN ' FIELD WIRING. i 3 �GR r --------------- CAUTION _ i NOTE THAT OPERATION WILL RESTART FG AUTOMATICALLY IF THE MAIN POWER SUPPLY i IS TURNED OFF AND THEN BACK ON AGAIN. i BZ :BUZZER RED C101, C102 : CAPACITOR FG :FRAME GROUND F1U :FUSE ' HIP-H3P : PILOT LAMP BRNMS i MR10 :MAGNETIC RELAY ORG 3— i M7F :FAN MOTOR i MIS^M3S :SWING MOTOR WHT PCB1-PCB4 : PRINTED CIRCUIT BOARD i R1T,R2T :THERMISTOR MIF S1 -S49 :CONNECTOR ' SW1 :OPERATION SWITCH i V1 : VARISTOR X1M : TERMINAL STRIP ' O : PROTECTIVE GROUND i i INDOOR i i i i C:3D0609420 ______________ 10 www.daikincomfort.com SS-MXS S46 PCB1 FU1 BLK 1 F1U H1 BLK BLK 3.15A BLK C102FA�TV1 — BLK _ MR10 H BLK BLK BLK C101 BLK 9L TRANSMISSION H fil CIRCUIT S21 O O o HA S1 0 7 O 0 0 4 S25 i PC84 1 BLK 1 i S36 BLK 3 BLK 1 O 4 S47 S32 S41 i INTELLIGENT EYE 1 3 1 2 16 8 101214 5 3 4 6 151331 9 7 1 SENSOR O i m �i Y O U' 3 Y 7 O o ?� Y mmm m m WmJ 2J WmJ ZJWmJZ m p> a m m p> a m mo 0> a m PCB2 S48 \ i 1 3 1. WIRELESS REMOTE i SIGNAL R2T MSW MSW MSW CONTROLLER RECEIVER MIS M2S M3S L------------------------------------------------------ C:3DO58246L � 1 y X1M ®i 2 BLK 1 oft 3 OUTDOOR WHT 2 O i i RED 3 2 — m GRN ' FIELD WIRING. i 3 �GR r --------------- CAUTION _ i NOTE THAT OPERATION WILL RESTART FG AUTOMATICALLY IF THE MAIN POWER SUPPLY i IS TURNED OFF AND THEN BACK ON AGAIN. i BZ :BUZZER RED C101, C102 : CAPACITOR FG :FRAME GROUND F1U :FUSE ' HIP-H3P : PILOT LAMP BRNMS i MR10 :MAGNETIC RELAY ORG 3— i M7F :FAN MOTOR i MIS^M3S :SWING MOTOR WHT PCB1-PCB4 : PRINTED CIRCUIT BOARD i R1T,R2T :THERMISTOR MIF S1 -S49 :CONNECTOR ' SW1 :OPERATION SWITCH i V1 : VARISTOR X1M : TERMINAL STRIP ' O : PROTECTIVE GROUND i i INDOOR i i i i C:3D0609420 ______________ 10 www.daikincomfort.com SS-MXS WIRING DIAGRAM — INDOOR UNITS FDXS09/12LVJU, CDXS15/18/24LVJU X1M A1P H1 BLKj 1 1A2P F1UrH2GRN WHT4 j�_2V1TR 3.15AREDLED LED LED _ OUTDOOR S1 S26— HIP H2P H3P m j--N/YLW FIELD WIRING. TERMINAL FOR TRANSMISSIONCAUTION CENTRALIZED CONTROL6 3 1 CIRCUfT NOTE THAT OPERATION WILL S1W S21 00000 Si Oil FRESTART AUTOMATICALLY IF THE MAIN POWER SUPPLY IS ��213T!11,1,---2121 10 0 S7 RED BLK TURNED OFFANDTHENBACK ON AGAIN. 1 GRY YLWl 3 TC1 HIP—H3P PILOT LAMP WHTJ MIF FAN MOTOR 1a BRN BRN A1P—A2P PRINTED CIRCUIT BOARD \\ R1T I I PPL M 01M THERMAL PROTECTOR (FOR MOTOR) 01M INDOOR 130°C R1T R2T THERMISTOR R2T BLU MIF St—S32,RTH1 :CONNECTOR S1W : OPERATION SWITCH WIRELESS i V1TR TRIAC REMOTE PROTECTIVE GROUND X1M :TERMINAL BLOCK CONTROLLER Cl :CAPACITOR(M1F) F1U:FUSE C:3DD73998B FVXS09/12/18NVJU r----- ------------ ----- ------- I PCB3 PCB2 V1 F1U H1 X1M ®I �1 S2W 4 S27 S26 RECTIFIER 3.15A RED 3 OUTDOOR S4W H2 + =GRWriW + m WIRELESS i TRAN GSWN �MR10 H3 —E4 —E3 i ----------i FIELDWIRING. REMOTE CONTROLLER PCE4 LCIRCUIT V2 I CAUTION SA1 E1 I NOTE THAT OPERATION WILL SIGNAL S47 S46 GRN RESTART AUTOMATICALLY IF Si �_ I THE MAIN POWER SUPPLY IS RECEIVER FS 1 W MU7 RED E3 TURNED OFF AND THEN BACK LED1 LED23.15A p ON AGAIN. ® ® 4 BLU M MIF I HIP H2P :BRN ~ IO+ : PROTECTIVE GROUND 1WM I IF1U, F2U :FUSE S42 S21 HA HIP, 1-12P : PILOT LAMP ORG 1 S48 S49 1 :MIF : FAN MOTOR M1SYLw iM1S :SWING MOTOR Biu R1T I M2S : LOWER AIR OUTLET MOTOR S46 PCB1 j PCB1—PCB4 : PRINTED CIRCUIT BOARD RED 1 IR1T,R2T :THERMISTOR M2S �K ,M49S32 1 131—S49 :CONNECTOR I BLu 5 R2T lS1w :OPERATION SWITCH IS2W(4) : UPWARD AIR FLOW LIMIT SWITCH INDOOR S4W : AIR OUTLET SELECTION SWITCH --------__ ---------------JX1M :TERMINAL STRIP E3 : GROUND TERMINAL (HEAT EX.) E4 :GROUND TERMINAL (SHIELD PLATE) C:3DO90604 SS-MXS www.daikincomfort.com 11 k WIRING DIAGRAMS — INDOOR UNITS FF009/12115/18LVJU A AlP CONTROLBOX OOIINECTEA D<SCAIMNATION COLLA FOR COMPONENTS. :OONNECTEA COLOA FOA COMPONENTS :dJNNECTEA COLOR fOAPAINTED CIRCLU BOARD TO OUTDOOR UNIT ................... ........I....... . WrRX10A T1 XIIA FI RED I P2 L GANfriW X27A .' ..'.'� .'.'X5A PI v ................ .... ..... .... ................ X1MC KPR'. — ................... .. ........ ... '.'..V1TR...... Alp A3P A4P ..X20A im RED .�Z 'iH2PB�' - '.'.'... X25A ' BLK- 2 . 'iH3P.'.' YLW M .. .... ....... OH4P.'.' .'.'.. '.'.' F-.,© .'.' YLW 1 NOTE)3 : '.'.' X1A tA.':.'.'.' I 1 .. .': :RMINAL '.'.'.' .'.'.I .'.'.'............. ...X36A ELD WIRING RECEIVERADISPLAYUNIT ..... ........... ...... ................::.'.'.'.'. (OPTIONAL ACCESSORY) ...................... l"HAP ..:..'.':. 00 � .. :CONNECTOR X40A NOT.'.'.'.'.'.': X33A NOTEp' 3iA 00':.'.'.'.'.'.'.'.'.'.�.'.'.'.'.'.'.' 000000 00 +':X15A..... ® :PROTECTIVE GROUND (SCREW) : NOISELESS GROUND 2. IN CASE USING CENTRAL REMOTE CONTROLLER, CONNECT IT TO THE UNIT IN ACCORDANCE WITH THE ATTACHED INSTALLATION MANUAL. 3. X24A, X33A, X35A AND X40A ARE CONNECTED WHEN THE OPTIONAL ACCESSORIES ARE USED. 4. GROUND THE SHIELD OF THE REMOTE CONTROLLER CORD TO THE INDOOR UNIT (IN CASE OF USING SHIELD WIRE). 5. SYMBOLS SHOW AS FOLLOWS: RED: RED BILK: BLACK WHT: WHITE YLW: YELLOW GRN: GREEN BLU: BLUE SIL REAgTE� ONTRONALOLLER , OPTI ACCESSOR AIT C:3D080351A 12 www.daikincomfort.com SS-MXS M 5� f ZM ''W V/ 2 N WIRING DIAGRAM — OUTDOOR UNITS r---------00LO 1 U� I N I X NZ 1 0") U 03HiC 03H nie o ' J m � + I a- — 5 I o I 1HM N � 13 w LL �I NH8 nle Cl)U) I z< , I ��� ° p> I 1 03H o NEEIa 1 o N19 >119 O I �Z I — — r lL1 — �L LL— } o o CU I ZpOw000 I C. c+iU O O coo pzU�l-t-r I�¢rWwww I ILL_ o_ c7 CO CL + O I ww¢�zzz Llu, ° � o " (3�JdVHOS10)I W¢ LL z o 0 0 i I a �M1A U Nle ...... N .... AHO (83SN30N00) i I LZ = Ui Nle —2 (d0001no) I > — — — — — I Wf/7ULLtq>� I }}NN.5 I ° o i1J1 V N 1 _ o �I rn �I I o fn o 3` 3 I r tqU v N -Aug (e w00H) o; w 3 1 m + I f 3 Ile ��(Vw00H)vI Qo33 z I 1 zoo�pp 1 O o O 1 0�Ye- ZZ= �W I° 1 M O ^ 0-I Q�¢p�NO a Q ¢ I CQ O a1 aw.aga¢�� o cn1 ooW>ZS¢J i I d I AHO o�(9WOOa)C¢7� cw>cwizoo�z (dwooH)v ¢¢¢gz�¢¢ 1 -- T Nle 1S�3aLLz>� I u 1 I w 1 3 0 O O > > 1 x I Nah?Nm>� I O I �ai�c3i�y�>x � o MIA Lo I > 5 J a O N U)U) O • 03H NHB N CO uj I ¢a¢ a < m o w y ills I� ,5, I m W W ¢ lL 1 �® 18US cr o I � 8 � ¢ I I V ® 1HM AHO I cc Q �� �� O ��C%j wwUan¢.¢U, 1 ¢ ¢ c[ CC UU UpO�¢J UO®zz me � wc+i >-pU) 0 1 FUM= wz ico Li J c%l® Cn M1A � aC � o � � cc X Q N HO --- Uln o I ..........o.... Nag r JONo 1 (mjT® I Q N19 i MO cn ° ¢ i o ¢ I I LL i ,- p 1 m ¢ i I\I m LO m 1 NEO CM LLl I w p N 1 N FZ 0@eg `JN I m v m J,Z w L —J SOU r I ¢¢Uu�� ax1 1 ��aao¢fnrn 1 w I z U NHD w ¢ > Q M cm; 101+ 03,H,,�, �� 1 0 nH, ^ w_ 1 p m1 N N ¢ I II mT �:c aC } 1 w p 1HM I' 3 a Uc") U N _ = o 000000 I w ¢p I 1 NZ 3 w 0= > I OCP w MONO ml Cm g¢O IL z 1 �� NZ m DI ¢owww0�� 0 1 a p��> -0 Z Cc mm U � I z J d U LL HI.. .. .. .. ..¢.. .. Nl9 �l9 O w I I XJ -0 X r N C h O X— -1-19 W F w 11J I LL O I LL I C/)M 1 o -1 m�a.:wv� U O LL_ J J Mm - J - - EL Z Z U) O� LLLI ii 0 r N C7 i n Q N C7 C.4 Z z O J 0 0� C.7 a Z O °C O w Z LL SS-MXS www.daikincomfort.com 13 4 .1. .. WIRING DIAGRAMS — OUTDOOR UNITS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J O r------- a C) co , O J w X NZ I >0 � I r C) EL gci r me �� l a I zJ No I Da Zo Z, I z ILL � Iw �� nae o 19cnlicc a: a: w� 1 a3a v >le r I :"wawoo V^ ^ NQ »,e O I �WMWZZZ 0 Nz �n } cn I ww¢�zzz Lu --- LLMC) U '-o I w�wz000 -- co U) co 00 I ...... N + w o AA 1A o I — o o (30dtlHOS10) I i � 3 I� r r 1 wtnC�Ntn>� 1 ¢ r M,.l Aa 1F-- (d3SN3aN00) I > } N N vi � x (dooaino) To A0 Lu I_ rn ° �I�w N 3 M,l (0 V4008)I C U� 3 U 1C,na(13 WOOa) Q 1 z o z N,a (tl woos) v( o o w o I co3o r o W 1 a- CC CC 8 2 cc ifr 3i L t6 O d) ooWyzjrta F--� a(owooa)�i ¢¢¢gZ�� I cn I CC na � (9 WOOa) (1 o o . Q-. Z. ¢ (tl WOOa) v 1 >� th X N the �tp> ® o 1 cnwwwwww -x w ® o I nrJ 5 1 0 n M,A �n ON O • N ¢�� w ® U)� Na U) o I r>mWr wLLa I r, I I355oo �a wwo,in® 19AN o ¢ Opo I �pcx-i CD0 cc co za 1 v® r AaM r I cc �� ��No I zzZ�¢¢�� ® ,d LLM JOU)O VC7_-ww CC cc pwc'o O Na Y I aax3>x�w LO N cr -'O I �nO�A- _"�® to pan v' U� a3a I ................ m r® a3 r--- i �N n,e w1 J QN �aNO, R I O I N r, I Na I N I m� a3a t o N I I uj ma��w I ��m J r, CM w I wpN �a N 1 ¢acpy5Rax LL r 1HM I w J 1CCZ,!)'j ¢� a3a1w a > _ N me w N cn ¢ p� Mil w li II m �� Cn m Cc 1HM I 3 p �� z (� r p U� U a = = o 0 0000 1 w a Cc, o N Z N w J I OQ w �c�i�0 1 ¢ > m U Olaww� gn0 cc Er M NZ X01 oonzzi E-�t¢i cD m m ................ 1HM 1HM 1HM • 0I 1 >i,e 91 >i,8 OI w J I ¢ Xr O cmrN� c7 corN-Ie-XrcVco-0� --J Uo�a�w�� d � Z N °` C) o(D °c g • O (q � g X 0 Z r N CO� n Z r N c7 -0 Z r N CO I- Z M O J J O �- H CD 14 www.daikincomfort.com SS-MXS WIRING DIAGRAM — OUTDOOR UMTS r-------Q---------------------------------co m I X N Z 1 W0 00 I U 038-+C 0311 C 1 3 w J 1 me me- I z> Cl) I ;Z 'r- O p 1 ZO DUO- co co DUO 1 a W I W U I NHe � 1 i, n,e I w O w I O I O I 4311 v Q ;gw¢¢¢ IZZUJ000 Al 1 ccU)wLLc�c>ow N NQ Nl8 0 I ~wt¢wzzz 1 Z ------- DLo w-+ v> p r O I W�¢�zzz w0000 w C_i I w¢ LL z U U U .............. Cl -co aMIA M CO Q Cc ♦ Q m o ° 1 ' v ° o Nle (3Jdt/HOSIa)1 w v I GMD-O I I ¢ MIA r 0-r U rn � Add � (a3SN34N0O) 1>> N N tri 7 X I I V u� ),,e � (a00a1n0) 3 ro 1 - ^3 I o -me ° ¢ (a w008) fl� 3 W US3 (o W008) ILI LL U)3 I p ABcJ (9 WOOd) z o- z (`d Wood) a' z z L) (- —co Nl8 JI UM' ap )+ tI 2 OOw�w vl tRtRUmyO ( O r o a I ww0032 I ' F¢ 1 aa¢¢�n� O = �(awood)DI 00W>=5¢� C,jZ °3 038 wwc7¢� �_ N8e ¢ (o wood) �1 0 C) o - - � z � � ~¢(ewoo8) Q1 ��3au�z>� (V VY008) 1 'x N o 0 1wwwMww>X I � ° o u� MIA 1 oLL a ¢ a ¢ 1 a�0� w a O cV O . cV �� °d9 1 >}mws Wr, Nl8 1 wwc=9bcc ' �® r r I o 1 cvo�za�¢� 1HM v® AH�J I QLO c+� 038 me w 1 E F. c: Z OCO® f,1lB _� W" >_U� MIA I aa¢3>=mow 1 W NUO N JN................ Qr HM I I m r®U aid f I U N88 --- I g N �pN N nie� ^ w 80�(�I� co 1 I d¢® r Nle I I m O cn >_ MlA —} 1 cc I I 0 I � r HM 1� k I NUO I I N I 1 W N I I I m Ln WON Lu 038 I ¢ � me w I ¢¢m�-^Q= d0 N I ��aa0¢�nw -- - J ¢per Jy�2_I�l -MIA } I M-0- HM 1 w z NBD_ _ N W Q 3e > ¢ SON 038� /^� I o H0 21J W I 2 ¢ cc N li N m �m �2� HM MIAvv Y I .0- 1 C) J r z rn 03 I w a ¢ �I,Lu 1 UM C) d = NZ = O O O 00 1 ¢Q W I m X00 I z z > O �co NZ 0 O a_�1 a�uwi->_wO8�Z Hza J m.. tom �Q I UOLL_JLL LL .. .. .. .. 1HM 1HM HM 1HM • D 1 0 >118N,8 N18 Nl8 O1 I _1 r -0• N r N C7 -0. M r N co -0 � r N Q Ln r N C7 -0' J I LL W W j X X X X X = t o LL �'i �f L--- ----- ----- ----- ----- ---- --- ------- Y Hao �¢ FU HD O U) ocr oir o¢ 0CE go W �PIn rNC7-0. 0 rNc7 -0 Cp rNVJ -0•im rNc7 -0• Z w r N Z Z Z Z aJ J O OO OF OF SS-MXS www.daikincomfort.com 15 WIRING DIAGRAM — OUTDOOR UNIT ACCESSORIES BRC1E72 Wired Navigation Remote Controller (For FFQ Ceiling Cassette Only) BRC944B2-A08 Wired Controller (For Wall Mount and Slim Duct Units Only) with a 26' cord BYFQ60B3W1 Decoration Panel for FFQ Ceiling Cassette, ships separately at no charge DACA-CP3-1 Condensate Pump with Integral Float Switch DACA-TS1-1 Daikin ENVi Intelligent Thermostat Kit (For Wall Mount and Slim Duct Units Only) KHRP26A22T I REFNETJoint DACA-WB-3 I Powder Coated Wall Mounted Bracket Our continuing commitment to quality products may mean a change in specifications without notice. © 20150AIK/NMANUFACrKNUNSCOMPANY, LJ? • Houston, Texas • Printed in the USA. 16 www.daikincomfort.com SS-MXS 1 C A Smith. VOLTEX® HYBRID ELECTRIC HEAT PUMP WATER HEATER Residential Electric Water Heater The Voltex Hybrid Electric heat pump water heater from A. 0. Smith is the most cost effective energy-efficient option available for consumers who want to save money on their utility bills. Voltex can reduce water heating costs up to 71 % and provide payback in 2-3 years. With annual savings of $437 or more, there is no better way to go green than Voltex. HOW DO THEY WORK? Absorb ambient heat from the surrounding air to heat water using a compressor and "Environmentally -Friendly" R134a refrigerant • Self-contained heat pump unit is integrated into the top of the tank • Multiple operating modes to maximize efficiency and performance QUALIFIES FOR MANY STATE AND LOCAL UTILITY REBATES - CHECK WWW.DSIREUSA.ORG INCREASED ENERGY EFFICIENCY DRY FIRE PROTECTION • Improved efficiency designed in, to • Control system checks to ensure the ensure available hot water at the lowest tank is full of water during start up to possible cost. Up to a 3.24 Energy Factor prevent dry firing the heating elements (EF) Rating conserves energy and meets ELECTRONIC USER INTERFACE ENERGY STAR qualifications CHOICE OF OPERATING MODES • Select from Efficiency, Hybrid, or Electric modes to match heating requirements to environmental conditions. • Hybrid mode automatically adjusts between compressor and element, depending upon heat requirements. • Vacation mode reduces operating costs and provides freeze protection during extended absence BACKUP ELECTRIC ELEMENTS • Long-lasting backup heating elements help heat water according to environmental conditions, demand, and the chosen operating mode COREGARD— ANODE ROD • Our anode rods have a stainless steel core that extends the life of the anode rod allowing superior tank protection far longer than standard anode rods • 66 and 80 gallon models have dual anodes for added protection. • User-friendly electronic interface allows easy control of temperature setting, operating mode, and communicates diagnostics • Easy to read temperature display (see back) shows temperature in °F or °C • Advanced diagnostics convey error messages for service purposes. The last four error messages are saved in the control system memory. OTHER FEATURES • Ideal for basements or garage installations; the compressor transfers heat to the water while dehumidifying and cooling the ambient air • Washable air filter is easily removed for routine cleaning OPTIONAL AIR DUCT ADAPTER KIT • Permits installation in confined spaces TEN YEAR LIMITED WARRANTY • For complete information, consult written warranty or go to hotwater.com Smith. G. m @ IMMEM LISTED ®May 2016 A. 0. Smith corporation. All Rights Reserved www.hotwatercom 1800-527-1953 TolWee USA I A. 0. Smith Corporation 1500 Tennessee Mhz Parkway I Ashland City, TN 37015 Page 1 of 2 AOSXE50004 Smith. Residential Electric Water Heater Model Number Gallon Capacity Energy Factor by Mode 1st Hour Rating (Gal) By Mode Dimensions in Inches • EFFIGENCY Approx. Shipping Weight (lbs) Warranty Term Efficiency Hybrid Electric Efficiency Hybrid Electric A B C D E HPTU-50N 50 3.61 3.24 0.93 44.4 70 57.3 63 22 40-5/8 33/4 40-1/2 196 10 HPTU-66N 66 3.44 3.17 0.92 62.5 80 78.6 61 27 38 4 38 289 10 HPTU-80N 1 80 1 3.27 3.06 1 0.92 76.3 1 95 90.1 1 69 27 46 4 46 307 10 Requires 30 amp breaker. Top T&P option not available. ELECTRONIC USER INTERFACE • User friendly, easy to read display. • LEDs clearly indicate the current operating mode. • Easily select operating mode: • Efficiency • Hybrid • Electric • Vacation • Display communicates current status, mode and set point, and displays error messages when applicable. EFFICIENCY MODE • Utilizes the heat pump for all water heating. • Automatically reverts to heating element if ambient air or water temperatures are outside optimal operating range for heat pump. HYBRID MODE • Utilizes the heat pump or heating element, depending on demand. ELECTRIC MODE • Standard electric water heater operation. VACATION MODE • One touch operation maintains tank temperature of 60°F (15.6°C) during vacation or extended absence to reduce operating costs and provide freeze protection. • Programmable up to 99 days. E rf'"f� II B LIN A OTHER FEATURES: • Sacrificial anode to protect against tank corrosion. • Environmentally -friendly non -CFC foam insulation. • Durable, enhanced -flow brass drain valve. • CSA certified and ASME rated temperature & pressure relief valve. OPERATING REQUIREMENTS: • Requires provision for condensate draining; if a suitable drain is not available, a condensate pump is required. • 208/240 VAC 60Hz single phase 30 amp power supply. For Technical Information, call 800-527-1953. A. 0. Smith Corporation reserves the right to make product changes or improvements without prior notice. v; .Wt,T/t • EFFIGENCY HMO r+ooE • E ECrwc . err�f • wrwml e..,°... ELECTRONIC USER INTERFACE • User friendly, easy to read display. • LEDs clearly indicate the current operating mode. • Easily select operating mode: • Efficiency • Hybrid • Electric • Vacation • Display communicates current status, mode and set point, and displays error messages when applicable. EFFICIENCY MODE • Utilizes the heat pump for all water heating. • Automatically reverts to heating element if ambient air or water temperatures are outside optimal operating range for heat pump. HYBRID MODE • Utilizes the heat pump or heating element, depending on demand. ELECTRIC MODE • Standard electric water heater operation. VACATION MODE • One touch operation maintains tank temperature of 60°F (15.6°C) during vacation or extended absence to reduce operating costs and provide freeze protection. • Programmable up to 99 days. E rf'"f� II B LIN A OTHER FEATURES: • Sacrificial anode to protect against tank corrosion. • Environmentally -friendly non -CFC foam insulation. • Durable, enhanced -flow brass drain valve. • CSA certified and ASME rated temperature & pressure relief valve. OPERATING REQUIREMENTS: • Requires provision for condensate draining; if a suitable drain is not available, a condensate pump is required. • 208/240 VAC 60Hz single phase 30 amp power supply. For Technical Information, call 800-527-1953. A. 0. Smith Corporation reserves the right to make product changes or improvements without prior notice. Location No. 6z- A- A - Date TOWN OF NORTH ANDOVER Certificate of Occupancy Building/Frame Permit Fee Foundation Permit Fee Other Permit Fee TOTAL Check Building Inspector O� pOeTM 1ti O•' e` n, ••OOi Ti �bwne .+""ta �fS�ci+usEt TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Valid for 30 Days from December 8, 2016 Building Permit Number 546-2016 on 11/2/2015_Date: December 8, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED ON 39-67 Saunders Street MAY BE OCCUPIED AS 15 unit apartment building IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Bradstreet Partners LLC 39-67 Saunders Street North Andover, MA 01845 %r / Fee: $300.00 Receipt: 31303 Check: 2909 14 h v C � ry �• n O CD n Z y D O � c. �o CL D cc. N �o�, 0 vCD Q� c =r CD CD o - oCD oCD ou9 O v, cQ C � v U) O 0 o o ;a CD 0 CD ►91 W � :L-, O O O = N C CD N CD, CD 0 CD 0 0 rtrL0 m o �r N. �usrtCD OO rt Q. 0 m 'h =t -IL (j) W 0•� y O -i CD CD 2 0 O •-i (O CL � y, O O rt n CDCDrt CD „a _. VUVPPPPPP o��� 0`��� ' o, • N :v, NCDcr D `D� C 0 CL 0S `� �-cn CD U) CD co rL y CD �o CD CD CD o c C) U) rt o -. aCD CL O O 4 N W 3 -- O O N (D T 7J :3 O v T VI X 3 fD p N C T :;o 3 O N C T () x T �' S O O Dl m 3 0 T cD O Q �- N O o o rD S n E .. 7 S O. C n ZT 03 G N r 70 �• '(!�,Z O n z , oil v� v+ x u 01- 1�N N t�l n C � � O CD 0 Z y D O CL CL �• N a � O � vCD C� _ cr CD CD O ou CD CD o °• C• C � v O 0 o O ;z (D a CD ;1 O D z O 3 CD N CQ O W S.CL CD 0 CA 2. cn CD rt O O_% O O '__^ N CMO m -0 rCD `�' n CL0 g m C S S m tq O N fA �' TI O O rt Q 7• ID O cn W N O CD CD 2 O O O" O A O .► fY : 1 S n rt CD �D cD 'a , o < co 0iin .�, =5 N O 3 O rt D� �• C n 0 c0 Q O = N < <D �' o �2)� A CL Q S '`i• CD , r � ' * m © 1� Co e CO 0 rt rt O O rr CD CD ®' C -0 IA c 0, s DCD CD O' n SU � o CL V) VI 07 T .Z%T C VI ]v T �7 T n A T VI 'o T 3 0�0 = 0c0 0�0 c OAC � `*. O Q Z N rt�N IDO M m m M C� C 3 ' w M DW ;o! O D � M z y n O m Z Z H = Z 0 0 �1 rA a Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 8th edition of the SYe Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Bradstreet Building B Date: 22 November 2016 Permit No. Property Address: 39-69 Saunders Street, N. Andover, MA Project: Check (x) one or both as applicable: X New construction Existing Construction Project description: 3 -Story Multi -family residential building with gross aggregate area of 15,700 +/- sf. I Joseph D. LaGrasse MA Registration Number: MA #4153 Expiration date: 8/2017 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: X Architectural Fire Protection X Structural Electrical Mechanical Other: Describe for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a "wet" or electronic signature and seal: Phone number: 978470-3675 Building Official Name: Version 06 11 2013 Permit No.: EREDA l��,y QN D. N.4153 NDOVEVER, � /I %2Z[/CO aye MA Email: joe.lagrasse@comcast.net Ty OF MPSSPG� Building Official Use Only Date: Architects JDLaGrasse & Associates, Inc. Joseph D. LaGrasse, AIA Architects, Engineers & Land Planners Thomas F. Galvin, AIA Julianna E. Hoch, RA August 5, 2016 Town of North Andover Building Department RE: Structural Repair to Bearing Walls at 39-67 Saunders Street Apartment Building Our office site visited the above referenced property and visually inspected two ground level 2x6 -bearing walls that had been bored with 2.5" holes. Both bearing walls in question were adjacent to framed stairwells on opposing sides of the building and both bearing walls were in place to support two levels of floor framing above. Understanding that the 2.5" bored hole represents approximately 45% of the 5.5" actual dimension of the 2x6 bearing wall and is in violation of 2009 TBC 2308.9.11 which only permits a bored hole that is 40% of a bearing wall framing member, our office recommended a structural framing repair to strengthen the compromised framing member. Our recommended structural repair was to directly attach a new 2x4 stud to one side of the existing 2x6 in a perpendicular position (see attached drawing SK -1). The new 2x4 stud would be 8' in length, the same dimension as the existing 2x6 wall studs, and would ft tightly from bottom plate to top plate of the existing wall. Fasteners connecting the two structural members would, be (l)12d common framing nail 12" o.c. Our office returned to field inspect the structural repair on August 5, 2016 and conf rmed that all recommended repairs had been coMpleted in a satisfactory manner. If there ars :qtly. quest Rs of concernswith regard to this structural repair; please feel free to contact our_office. Na4153 j �. o ANDOVERMA r,. d1oeph D L rasse, AIA LaGrasse & Associates, Inc.q��r"''` One Elm Square T 978.470.3675 1420 Celebration Blvd. Andover, MA 01810 F 978.470.3670 Celebration, FL 34747 AA26001333 www.lagrassearchitects.com C� NORTh 1 , h �r ,� Y. • n �. �� Opp ♦ w �1T(, � i �ds4CMp5� TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Valid for 30 Days from December 8, 2016 Building Permit Number 546-2016 on 11/2/2015_Date: December 8, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED ON 39-67 Saunders Street MAY BE OCCUPIED AS 15 unit apartment building IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Bradstreet Partners LLC 39-67 Saunders Street North Andover, MA 01845 i •Inspector Fee: $300.00 Receipt: 31303 Check: 2909 1'. '.. i r i. #I, , j Date..//13./K ........... TOWN OF NORTH ANDOVER '- PERMIT FOR PLUMBING This certifies that ..... �617-4 ..... .... ....... .. ................ /** has permission to perform.x-S.-io. plumbing in the buildings of ........ ata . .... _q . ..... Few .. No. 'F.W! ........ Check # 58� ........................... ort Andover, Mass. . . . . .................................... AUMBIN INSPECTOR 1 t MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM PLUMBING WORK x� CITY 01/ OV MA DATE Id ' 3 I PERMIT # JOBSITEADDRESS 3q-61 5ckuM- 5 5 YZ2'OWNER'SNAME��(� OWNER ADDRESS TEL� AX L .....•• P TYPE OR OCCUPANCY TYPE COMMERCIAL ® EDUCATIONAL ® RESIDENTIAL (� PRINT PLANS SUBMITTED: YES[—] NO® CLEARLY NEW: M RENOVATION: ® REPLACEMENT: FIXTURES Z FLOOR BSM BATHTUB CROSS CONNECTION DEVICE DEDICATED SPECIAL WASTE SYSTEM DEDICATED GAS/OIL/SAND SYSTEM DEDICATED GREASE SYSTEM DEDICATED GRAY WATER SYSTEM DEDICATED WATER RECYCLE SYSTEM DISHWASHER DRINKING FOUNTAIN FOOD DISPOSER FLOOR / AREA DRAIN INTERCEPTOR INTERIOR KITCHEN SINK LAVATORY ROOF DRAIN SHOWER STALL SERVICE 1 MOP SINK TOILET URINAL WASHING MACHINE CONNECTION WATER HEATER ALL TYPES WATER PIPING _ OTHER_ 10 11 1 12 1 13 14 MIJKAN%I C %.VVEMM%ac. I have a current liabilityinsurance policy or its substantial equivalent which meets the requirements of MGL Ch.142. YES [3 NO Q IF YOU CHECKED YES, PLEASE INDICATE THE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY [] OTHER TYPE OF INDEMNITY [] BOND 0 OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws, and that my signature on this permit application waives this requirement. CHECK ONE ONLY: OWNER[] AGENT SIGNATURE OF OWNER OR AGENT I hereby certify that all of the details and information I have submitted or entered regarding this application are true a ccurate to the best o y knowledge and that all plumbing work and installations performed under the permit issued for this application will be In co ith all P r#in ision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. PLUMBER'S NAME lEric C. Foster. LICENSE # 9311 SIG MPED gyp® CORPORATION ®# PARTNERSHIP®# LLC El# 3092C COMPANY NAME Eric C. Foster PI umbing & Heatin LLC ADDRESS f145 Stedman Street CITY Chelmsford STATE MA ZIP 01824 TEL 978-256-5976 FAX 978-452-4711 CELL �� EMAIL v l--Lo-c�- rt�Ksa\ pet Si In I V T a DATE(MM/DDYYYY) A� o CERTIFICATE OF LIABILITY INSURANCE 11i2i15 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, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s . PRODUCER Edward M. Connolly Ins Agcy 7 Lincoln Street PO Box 408 Westford, MA 01886 CONTANAME CT Luci Fitzpatrick PHONE FAX 978 692-6871 / No: (978) 692-7834 ft"ADDRESS: luci@connollyins.com INSURE S AFFORDING COVERAGE NAIC # INSURERA:UTICA NATIONAL ASSURANCE CO INSURED INSURER B: COMMERCE INSURANCE CO. INSURER C:AMGUARD INSURANCE COMPANY ERIC C. FOSTER PLUMBING & HEATING LLC INSURERD:UTICA MUTUAL INSURANCE COMPANY INSURER E: 145 STEDMAN STREET CHELMSFORD, MA 01824 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPEOFINSURANCE AWL SUBR POUCYNUMBER POLICY EFF M/DD/Y POLICY EXP NM/DD/YYYY LIMITS A GENERALUABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 7 OCCUR EDWARD M. CONNOLLY JR. CPP4876348 6/11/15 6/11/16 EACH OCCURRENCE $ 2,000,000 DAMAGE PREMISES (RENTEDEa occurrence) $ 50,000 MED EXP (Anyone person) $ 5 000 PERSONAL&ADVINJURY $ 2,000,000 GENERAL AGGREGATE $ 41000,000 GEN'LAGGREGATE LIMIT APPLIES PE R X POLICY PRO -,ECT F7 LOC PRODUCT S-OOMP/OP AGG $ 2,000,000 B AUTOMOBILE LIABILITY ANYAUTO ALLOWNED X SCHEDULED AUTOS AUTOS NON -OWNED X HIREDAUTOS X AUTOS VH6287 1/4/15 1/4/16 COMBINED SINGLE LIMIT ,accident $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE ar,ccident $ $ D X IUNBRELLALIAB EXCESS LIAB X OCCUR CLAIMS -MADE CULP4876351 6/11/15 6/11/16 EACH OCCURRENCE $ 2 000 000 AGGREGATE $ 2,000,000 DED X RETENTION $ 10,000 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITYI. ANY PROPRIETOR/PARTNER/EXECUTIVE �YIN OFFICER/MEMBER EXCLUDED? `• (Mandatory In NH) If yyes, describe under DESCRIPTIONOFOPERATIONS below N / A ERWC641256 6/11/15 6/11/16 X WCSTATU- OTH- E.L. EACH ACO DENT $ 500,000 E . DISEASE -EA EMPLOYEE $ 500,000 E.L. DISEASE -POLICY LIMIT I $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Isregdred) CERTIFICATE HOLDER CANCELLATION © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The AC ORD name and logo are registered marks of ACORD Phone: Fax: E -Mail: jessica@ecfplumber.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF NORTH ANDOVER ACCORDANCE WITH THE POLICY PROVISIONS. 120 MAIN STREET AUTHORIZED REPRESENTATIVE NORTH ANDOVER, MA 01845 EDWARD M. CONNOLLY JR. © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The AC ORD name and logo are registered marks of ACORD Phone: Fax: E -Mail: jessica@ecfplumber.com The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Eric C. Foster Plumbing & Heating, LLC Address: 145 Stedman Street City/State/Zip: Chelmsford, MA 01824 Are you an employer? Check the appropriate box: I. E] I am a employer with 22 employees (full and/or part-time).* Phone #:978-256-5976 2.❑ I am a sole proprietor or partnership and have no employees working for me in any capacity. [No workers' comp. insurance required.] 3.❑ I am a homeowner doing all work myself. [No workers' comp. insurance required.] t 4. ❑ I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers' compensation insurance or are sole proprietors with no employees. 5.❑ I am a general contractor and I have hired the sub -contractors listed on the attached sheet. These sub -contractors have employees and have workers' comp, insurance.t 6.❑ We are a corporation and its 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): 7. ❑ New construction 8. ❑ Remodeling 9. ❑ Demolition 10 ❑ Building addition 11.❑ Electrical repairs or additions 12. ❑✓ Plumbing repairs or additions 13.❑Roof repairs 14. ❑ Other *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and state whether or not those entities have employees. If the sub -contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Guard Insurance Company Policy # or Self -ins. Lic. #: ERWC641256 Expiration Date: 6/11/16 Job Site Address: 39-b-7 5 U Un&_ Y-5 City/State/Zip: 'AQP 1 \ AV1&4Y, M A Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by 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. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify ugA* th X pains ap�alsies of perjury that the information provided above is true and correct" Phone #: 76 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 #: ,S 39-67 Saunders Street 15 Residential Apartments FP wff/I I'M To: Mark Yanowitz Fr: Donald Belanger Re: 39-67 Saunders Street, Building Permit 546-2016 Dear Mr. Yanowitz, In regards 39-67 Saunders Street, Building Permit 546-2016 issued on November 2, 2015 all required inspections to date have passed and therefore the shell of the building has been successfully completed. Sincerely, Donald Belanger Inspector of Buildings Zoning Enforcement Officer TOWN OF NORTH ANDOVER NORTy Office of the Building Department ° F 1 Community Development and Services 0-°A1600 Osgood Street, Bldg. 20, Suite 2035 North Andover, MA 01845 yy �yw041%rffo 0 �5 SSACHUSf� Donald Belanger, Building Inspector September 21, 2016 To: Mark Yanowitz Fr: Donald Belanger Re: 39-67 Saunders Street, Building Permit 546-2016 Dear Mr. Yanowitz, In regards 39-67 Saunders Street, Building Permit 546-2016 issued on November 2, 2015 all required inspections to date have passed and therefore the shell of the building has been successfully completed. Sincerely, Donald Belanger Inspector of Buildings Zoning Enforcement Officer 81"'111�0 cqt� _S7-, SA_d� SAIPHONE" GTV-DES202 Video Entrance Station with Digital Directory 2x2 size ■rrrrrrrrr■ •.rr�Prrrrrr rrrrrrrrr■. ..rr�rrrrr. .rrururrr DESCRIPTION: The GTV DES202 is an audio/video entrance station for the GT Multi -Unit entry system. This unit is equipped with an audio module for communication, a 170° angle of view PTZ camera module for video, a 10 -key keypad for direct digital dialing, and a VFD display for a greeting message, tenant names & numbers, and system status. The GTV DES202 offers a user guide that can be configured to display any one of six languages. The guide provides operational assistance by lighting the appropriate icon as well as offers audible guidance. The GTV-DES202 works on a common bus wiring system, carrying the calling and communication functions on a 2 conductor wire, and the video signal on a second 2 conductor wire. A separate power supply provides voltage to the digital display, while the power for the audio and video is supplied on the common bus wires. The entrance station is designed to be semi -flush mount and has an optional rain hood or hooded surface mount box to be used as necessary. Audio and video entrance panels are intermixable within a system. Audio and video tenant stations are also intermixable, allowing up to two video stations and two audio stations to be used in the same tenant location. (if using the GT -2C, use only additional GT -2H for total of 4 stations within a tenant location). Communication is hands free at the entrance station when a tenant answers the call. GTV-DES202 Spec Sheet 0611 Pg.1 FEATURES • Hands free audio communication • Video image of visitor when called from entrance, or a view of entry area when activated from the tenant station • Direct digit dialing, alphabetical scrolling, or jump" scrolling by letter to select tenant name • Digital panel can store up to 500 tenant name/ number locations • Alpha -numeric room numbers and/or names can be programmed • Access Control door entry with keypad with up to 500 unique codes to activate door release • Scrolling welcome message, up to 160 characters, adjustable scroll speed • VFD (Vacuum Fluorescent Display) displays calling unit name and number • PC program for loading resident information, access codes, and welcome message (Via USB) • Semi -flush mount with the option of a rain hood (GT -202H), or surface mounted with hooded box (GT 202HB) • Zinc die cast weather and vandal resistant construction • Standard system capacity, 5 entrances, 2 concierge, and 48 tenants • Expanded system capacity, 16 entrances, 4 concierge, and 500 tenants Aiphone Corporation www.aiphone.com/home tech@aiphone.com P: 800.692.0200 GTV-DES202 Video Entrance Station with Digital Directory 2x2 size FEATURE CALL -OUT - [1] [2] [3] [4] [5] [6] GT -VA GT -NS & GT -VP & GT NSP -L GT -DA -L GT -10K & GT -DP -L & GF-10KP KIT COMPONENTS: The GTV-DES202 kit is made up of the following components: GT -VA: Camera Module GT -VP: Camera Module Panel GT -DA -L: Audio Module with Guidance GT -DP -L: Audio Module Panel GT -NS: Scroll Module GT -NSP -L: Scroll Module Panel GT -10K: Keypad Module GF-10KP: Keypad Module Panel GF -26: 2 Module Back Box (quantity 2) GF -2F: 2 Module Frame (quantity 2) GTV-DES202 Spec Sheet 0611 Pg.2 —[71 —[12] FEATURE CALL -OUT DEFINITIONS: • Camera Module GT -VA & GT -VP [1] Camera [2] Illuminator LED • Speech Module GT DA -L & GT -DP -L [3] Speaker [4] In Use LED (orange) [5] Guidance indicators Door call-in / Talk / Door release [6] Microphone • Digital name scrolling module GT -NS & GT -NSP -L [7] Display [8] Cancel button (or set and return) [9] Back search button (or move cursor to the left) [10] Forward search button (or mover cursor to the right) [11] Call button (or set and move forward) • Digital keypad module GT -10K & GF-10KP [12] 10 -key (0-9, *, #) SPECIFICATIONS: Power: 24V DC, use specified number of PS-242OUL per system configuration Calling: Electronic ring tone from entrance panel Communication: Hands free from entrance panel to 000a0000 oop00000o0o 00000000aoo 00000aoa000 oaOol]aDl7Oaa o O QOODOoo 0o O z© Q ®© Q � Q 000 Capacity: Max. 16 Entry panels per system GT -DA -L GT -10K & GT -DP -L & GF-10KP KIT COMPONENTS: The GTV-DES202 kit is made up of the following components: GT -VA: Camera Module GT -VP: Camera Module Panel GT -DA -L: Audio Module with Guidance GT -DP -L: Audio Module Panel GT -NS: Scroll Module GT -NSP -L: Scroll Module Panel GT -10K: Keypad Module GF-10KP: Keypad Module Panel GF -26: 2 Module Back Box (quantity 2) GF -2F: 2 Module Frame (quantity 2) GTV-DES202 Spec Sheet 0611 Pg.2 —[71 —[12] FEATURE CALL -OUT DEFINITIONS: • Camera Module GT -VA & GT -VP [1] Camera [2] Illuminator LED • Speech Module GT DA -L & GT -DP -L [3] Speaker [4] In Use LED (orange) [5] Guidance indicators Door call-in / Talk / Door release [6] Microphone • Digital name scrolling module GT -NS & GT -NSP -L [7] Display [8] Cancel button (or set and return) [9] Back search button (or move cursor to the left) [10] Forward search button (or mover cursor to the right) [11] Call button (or set and move forward) • Digital keypad module GT -10K & GF-10KP [12] 10 -key (0-9, *, #) SPECIFICATIONS: Power: 24V DC, use specified number of PS-242OUL per system configuration Calling: Electronic ring tone from entrance panel Communication: Hands free from entrance panel to tenant station Capacity: Max. 16 Entry panels per system Max. 4 Concierge stations per system Max. 500 Tenant stations per system Max. 4 Tenant stations per unit Wire: Two sets of 2 -conductor, PE insulation (two common buses for audio & video) Aiphone #872002, 2 conductor PE insulated, non -shielded, 11.05 pf/ft Aiphone #871802, 2 conductor PE insulated, non -shielded, 11.05 pf/ft Wiring Distance: GT -BG to farthest entrance: 980' GT -BC to farthest tenant (audio): 980' GT VBC to farthest entrance: 980' GT-VBC to farthest tenant (video): 500' Talk Path: Single chane) with privacy Dimensions: 8-7/8" H x 10-5/8" W x 1-3/4" D (Outer panel dimensions, not including optional rain hood or surface mount box.) Aiphone Corporation www.alphone.com/home tech@aiphone.com P: 800.692.0200 This operation guide describes the basic functions of your GT Series Tenant Station For a complete operation manual (1.59 MB), scan QR code to download it from the manufacturer's website: www.aiphone.com/gt-lc-op-man Power.Source-.F This tenant station is powered by the system and will always remain on. Contact the building manager if the tenant station in this residence is not working. 0-0 Push the Door Release o -o Button to unlock the entrance during a call. Push the OPTION button to g activate an external device, such 0P1AN as a garage opener (if included). Push the GUARD button to call all ago guard and/or concierge stations connected to the system (if included) While in conversation, push the GUARD button to view the visitor on a CCTV camera (if enabled). 0 AEMM GT 1C C*q) Push the OFF button to "hang up" the conversation (this does not turn off the device). ALK O Push the TALK button to answer an incoming call. Once answered, conversation becomes hands-free. 0AIPHONE° GT -IC Tenant Station the chime ismuted. Push the ADJUST Button to compensate for low or bright backlight conditions when viewing video from a door station. G Push the ZOOM/ WIDE o button to change the screen view or to make a menu selection. Push 0, v, a, or > to change the camera view (zoom -view only). When making menu selections, push A or v to change the cursor position. GTAC Consumer Operation Guide 11 of 1 January 2015 AW - Location 7-0, No. I Check #3--49069 Date 4115�U, TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $- Other Permit Fee $ TOTAL $ Building lns*PeZ'tor' G 16 Commonwealth of Massachusetts Date: 07/22/16 Estimated Job Cost: $ 9300 °o Plans Submitted: YES NO Business License # 196 Sheet Metal Permit Permit # Permit Fee: $ Plans Reviewed: YES NO Applicant License # '), SSSS Business Information: Property Owner / Job Location Information: Name: J6J Heating & Air Conditioning Name: Vj�_rdc ca DeS v6 i✓ 5 Street: 17 Arlington St. i- Street: /gyp �au,,,de-/ S J % City/Town: Dracut, MA 01826 City/Town: k0-, hAj,0,, H a Telephone: 978-454-8197 Telephone: � ?t - yo -9 ' 1 -)-17 Photo I.D. required / Copy of Photo I.D. attached: YES NO Staff Initial J-1 / M -1 -unrestricted license J-2 / M -2 -restricted to dwellings 3 -stories or less and commercial up to 10,000 sq. ft. / 2 -stories or less Residential: 1-2 family Multi -family Condo / Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Apt" Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. ' Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney / Vents Air Balancing Provide detailed description of work to be done: Supply & install HVAC metal ductowrk for new contruction - Common Area i INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L. Ch. 112 Yes ❑ No ❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy El Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws, and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box❑, I hereby certify that all of the details and information I have submitted (or entered) regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments Inspector Signature of Permit Approval :2--9-`i5 Signature of Licensee License Number: Check at www.mass.gov/dpl Type of License.- icense:By By 9llaster Title ❑ Master -Restricted City/Town ❑Journeyperson Permit # ❑Journeyperson-Restricted Fee $ ❑ Inspector Signature of Permit Approval :2--9-`i5 Signature of Licensee License Number: Check at www.mass.gov/dpl The Commonwealth of Massachusetts Department of Industrial Accidents d I Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): J & J Heating & Air Conditioning, Inc. Address: 17 Arlington Street City/State/Zip: Dracut, MA. 01826 Phone #: 978-454-8197 Are you an employer? Check the appropriate box: 1.M I am a employer with 40 employees (full and/or part-time).* 2.❑ I am a sole proprietor or partnership and have no employees working for me in any capacity. [No workers' comp. insurance required.] 3.M I am a homeowner doing all work myself. [No workers' comp. insurance required.] t 41:11 am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers' compensation insurance or are sole proprietors with no employees. 5.❑ I am a general contractor and I have hired the sub -contractors listed on the attached sheet. These sub -contractors have employees and have workers' comp. insurance.t 6. ❑ We are a corporation and its 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): 7. ❑ New construction 8. Remodeling 9. ❑ Demolition 10 ❑ Building addition I 1.❑ Electrical repairs or additions 12. ❑ Plumbing repairs or additions 13. ❑ Roof repairs 14. ❑ 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 are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub -contractors and state whether or not those entities have employees. If the sub -contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: A.I.M. Mutual Insurance Policy # or Self -ins. Lic. #: WMZ-800-8006553-2016 Expiration Date 6/2/17 Job Site Address: %� SQGr vi e+��/S �� City/State/Zip: k� Y-4AM ct e ✓*�'� �1 rT Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure covera e as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to $1,500.00 and/or one-yeaini—hprisonme , as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day againe violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance I do here4--a�i neer the�iai anf/pen lti o perjur that the information provided above is true and correct. Si nature: Date: — 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 #: A ORO CERTIFICATE OF LIABILITY INSURANCE ` FDATE(MM/DDNYYY) 6/2/2016 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(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Sennott Insurance Agency CONTNAME: Laurence Hall, CIC PHONE(978)gg7-4900 F No:(978)887-2404 16 South Main Street E-MAIL ADDRESS: Tarry hall@sennottinsurance.corn P. O. BOX 457 Topsfield MA 01983 INSURERS AFFORDING COVERAGE NAIC q INSURERA:Great American Alliance Ins.Co INSURED INSURERB:Safety Iris Co J&J Heating & Air Conditioning, Inc. INSURERCA.I.M. Mutual Ins Co 17 Arlington Street INSURER D: INSURER E Dracut MA 01826 INSURER F: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR I TYPE OF INSURANCE ADDL INSD SUBR WVQ POLICY NUMBER POLICY EFF MM DD POLICY EXP MM DD LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 300 000 PREMISES Ea occurrence)$ MED EXP (Any one person) $ 10,000 PAC6418906-10 6/1/2016 6/1/2017 PERSONAL &ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT F LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OPAGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 BODILY INJURY (Per person) $ B ANY AUTO ALL OS X SCHEDULED AUTOS AUTOS 2434550 6/1/2016 6/1/2017 BODILY INJURY Per accident $ ( ) X HIRED AUTOS X NON -OWNED AUTOS PROPERTY DAMAGE Per accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS UAB CLAIMS -MADE AGGREGATE $ 2,000,000 DED I I RETENTION $ UMB6418958-09 6/1/2016 6/1/2017 C WORKERS COMPENSATION AND EMPLOYERS'LIABIUTY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N❑ (Mandatory in NH) If yes, describe under N/A WMZ-800-8006553-2016 6/2/2016 6/2/2017 X STATUTE EERH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYE $ 1,000,000 E.L. DISEASE - POLICY LIMIT I $ 1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Evidence of Insurance SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE L Hall, CIC/LH2,, ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD IN S025 rpniam PIRATION OF ANO T ACCEPTABLE FOR FElassC Driver's icense' 1, 11% J LIC #: D-416 "62-744.1,9 w� SEIK R BERTO DE OLIVEIRA 12905 MATEY RD SILVER SPRING M MD 20906 a BIRTH DATE: 03.0;)-1979 , = x= , EXPIRES: 03-05-2020 Sex: M HT: 5-08 WT: 220 Reser: U Type: R t Issue Date: 04-23-2015 03-05-1979 ..:;xa �O-'OMMONWE H OF MA ..SA HUSJTTS:: onym • • -•• elk l Sr BOAH ;: SHEET'hill:'CA L WORK�'RS Vii'"' '... `'ISS.UES;.1IIr:bLLOWING LICENSE ASA. Ep1Ni4RD T AYOTTE 4 �' J J HEATING;;Ai CONDITIONING INC ;? r' ' 17 ARCA Yb'k STREET4,'-' DRACUT, MA 01826 196 »' 01/18/:20:1:#.:::::'::: '<:`` 12401 .. .. 7/12/2016 Town of North Andover Mail - Re: Bradstreet Apartment Building funds release e___ 11 NoR Aid `OVER Maura Deems <mdeems@northandoverma.gov> Massachus+ts =. Re: Bradstreet Apartment Building funds release 1 message Donald Belanger <dbelanger@northandoverma.gov> Fri, Jul 8, 2016 at 9:28 AM To: Bill Perkins <wperkins@hearthstonerealty.com> Cc: Maura Deems <mdeems@northandoverma.gov>, "Kfoury, Eric"<EKfoury@townofnorthandover.com>, Joe LaGrasse <jlagrasse@lagrassearchitects.com>, Ken Feyl <kfeyl@lagrassearchitects.com>, Mark Yanowitz <mark@verdecodesigns.com> Mr. Perkins, the Plumbing Inspector completed his inspection, upon the completion of electrical and fire prevention inspections respectively the contractor will schedule a building inspection with the Building Department. When the building inspection is completed and signed off I will be more than happy to inform the Lender. Thank You Donald Belanger Inspector of Buildings On Thu, Jul 7, 2016 at 5:59 PM, Bill Perkins <wperkins@hearthstonerealty.com> wrote: Mr. Belanger, I am the leader of the development team for the Bradstreet School project. As part of our Land Development agreement with the town, our lender is holding $50,000 until we have the weathertight shell complete on the apartment building. As per the agreement, the building inspector is supposed to advise our lender as to when that is done so the funds can be released. Please be advised that we are hereby requesting that you agree that the shell meets this criteria after consulting with Mr. Kfoury who is copied on this correspondence. Architect Joe LaGrasse or would be happy to meet you in person if that would be helpful. Thank you, rA i�[f• `I ME Bill Perkins, P.E. ...... ........... 28 Andover Street, Andover, MA 01810 978-475-5400 x101 978-764-2623 cell wperkins@hearthstonerealty.com www.wdperkins.wordpress.com www.linkedin.comfin/wdperkins Virus -free. www.avast.com https://mai l.google.com/mai I/ca/u/0/?ui=2&ik=aeO2b3b5c4&view=pt&search=i nbox&th=155cab197d3aOf9c&sim l=155cabl97d3aOf9c 1 /1 (2VQ, eUCQ_c C. �,,�, TOWN OF NORTH ANDOVER Office of the Building Department t%O ""-So 11ti Community Development and Services 6�°°� 1600 Osgood Street, Bldg. 20, Suite 2035 70 North Andover, MA 01845 q �. �J po'►w7Eo �tP'y,(5 9SSACHUSS� Donald Belanger, Building Inspector September 21, 2016 To: Mark Yanowitz Fr: Donald Belanger Re: 39-67 Saunders Street, Building Permit 546-2016 Dear Mr. Yanowitz, In regards 39-67 Saunders Street, Building Permit 546-2016 issued on November 2, 2015 all required inspections to date have passed and therefore the shell of the building has been successfully completed. Sincerely, Donald Belanger Inspector of Buildings Zoning Enforcement Officer To: Mark Yanowitz Fr: Donald Belanger Re: 39-67 Saunders Street, Building Permit 546-2016 Dear Mr. Yanowitz, In regards 39-67 Saunders Street, Building Permit 546-2016 issued on November 2, 2015 all required inspections to date have passed and therefore the shell of the building has been successfully completed. Sincerely, Donald Belanger Inspector of Buildings Zoning Enforcement Officer TOWN OF NORTH ANDOVER r1ORTH Office of the Building Department f 1 , ti 6'° �°� Community Development and Services 70 1600 Osgood Street, Bldg. 20, Suite 2035 North Andover, MA 01845 �O ebF f rap, �5 9SS�CHUS�� Donald Belanger, Building Inspector September 21, 2016 To: Mark Yanowitz Fr: Donald Belanger Re: 39-67 Saunders Street, Building Permit 546-2016 Dear Mr. Yanowitz, In regards 39-67 Saunders Street, Building Permit 546-2016 issued on November 2, 2015 all required inspections to date have passed and therefore the shell of the building has been successfully completed. Sincerely, Donald Belanger Inspector of Buildings Zoning Enforcement Officer