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HomeMy WebLinkAboutMiscellaneous - 100 SALEM STREET 4/30/2018 (2)�� r { i ti Date .'S-aq. TOWN OF NORTH ANDOVER 0 0 PERMIT FOR WIRING ......... .... This certifies tha�>4 . .. .. ................................... t - has permission to perform ...... "–.Q .................... wiring in the building of .....10-4> ..... 5. r ........................... at........... I .................................................................... . North Andover, Mass. ✓ Fee .... q.. ...... Lic. No. ';L.��?�.E . . .... ELECTRICAL INSPECTOR ��/s Check # 6540 ---Commonwealth of-Mis--iac�setts ply --� Deartment of fri—re Servlces Permit No. - BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee CheckedUIV _ [Rev. 11/991 (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: - T City or Town -of _ m To the Ins ' ector of Wires • -- � - this application thc-undersigned gives notice of his or her intentton to_perform the.electrical work- descr-ibed below.. _ --__ Location (Street & Number) 166 S q l S -r - C Owner or Tenant -- _Mr . fF T _�. CS /1_i l-��.- -- - -- - — - - Telephone -No. �/_°%b --SIS:_.2w gQ Purpose of Building---- - - --Utility Authorization No. n Service `�Existi-` ' `-Am s- ` / Volts 0�erheaa:- Und-rd _g __ - P _ _.___ ❑ _ No -of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity _ -Location- and Nature -of _Proposed- Electrical Work: n (� } t L--)QY91Ti0v13 Cavi Prat •�T CJyJ n ��'L lel Gr/1�..1 Co r L J No. of Recessed Fixtures :l No. of CeilSusp. (Paddle) Fans No. o Tota Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool rnd. Above ❑ In- rnd. o. o Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. of Detection and initiating Devices No. -of -Ranges --- - ------ - -- No. -of Air-Cond.- -_____Total _ Tons No, of Aler-t;n -Devices-- g - -- - - No. of Waste Disposers HeatPump Totals: Number ...................................................... Tons KW No. of Self-Contained Detection/Alertin g Devices No. of Dishwashers ----------------------p-- S ace/Area HeatingKW -- - -----------❑- Local Municipal E:1 Other ------- No. of Dryers Heating Appliances KW Security Systems: No. of Devices or Equivalent No. of Water KW Heaters No. Of No. of Signs Ballasts Data Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. 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:) Ccy4o., E9 -GC /,5 3 %7 UC (Expira on Date) Estimated -Value of Electrical. Work: __ /SOU (When -required by munc.pal_policy_.)- Work to Start 5- _ Q Inspections to be requested inaccordance with -MEC -Rule 1-0; and -upon completion. I certify, under thepains andpenalties ofperjury, that the information on this application is true and complete. 14-1 FIRM NAME: r)Ce,J ,S L C 21( LIC. NO.: Licensee: ) o Df 1J,J j j } Signature l LIC. NO.:21- 7Y -3 (If applicable enter "exempt" in the license number line.) Bus. Tel. No.: 03 625�3' 015 Address: P,0, zcsX. ,0.06(0 , uk5z'CdITa m"f9- 0I8&, Alt. Tel. 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, hereby waive this requirement.--I-am the -(check one) ❑-owner owner's agent. _ g - - _�vner/Agent r _ JAMES A. O'DA Y P. E. 599 Canal Street Lawrence, MA 01840-1233 Town of North Andover Building Inspector Osgood Street North Andover, MA 01845 RE: 100 Salem Street Dear Building Inspector: Office: (978) 687-6350 Res: (978) 373-4395 March 4, 2006 At the request of Tom Patenaude of 161 Massachusetts Avenue, I inspected on your behalf the house he is building at 100 Salem Street. I found that the microllams used in construction are adequate and that no further anchorage is required between the roof joists and attic floor. Should you have any questions, please call me. Very truly yours, OF es A. O'Day P.E. oJAMES ALFRED �yG aDAY m o CML --'i CC: Tom Patenaude v9 Na 22733 y vteclvv BUILDING Date .... � -0-4 6 ............................. TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that........ . ............ .......... ............................... has permission to k2 wiring in the building of .... t . . ........................... /A at ........... .............. S"5149051-0 0 .................................................. . North Andover, Mass. Fee.�P .... . ... Lic. No. .91F�.... ................ ELECTRICAL NS; ...... Check # 17 6514 Official Use Only THE COMMONWEAL THOFMASSACHUSETTS Permit No. Department of Public Safety BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 Occupancy & Fee Checked APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code 527 CMR 12:00 (Please Print in ink or type all information) Date 6 To the Inspe for df Wires: Town of North Andover The undersigned applies for a permit to perform the electrical work described below. C Location (Street & Number 100 J�1(Q�r4 �J1YQe-� Owner of Owner's Is this permit in conjunction with a building permit Yes No • (Check Appropriate Box) Purpose of Building 2CS r/ �Q.t,.� 0—n Utility Authorization No. Existing Service Amps Voits Overhead • Undgmd No. of Meters f New Service Amps Voits Overhead • Undgmd No. of Meters / Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work OTHER: Aft L.., . .. Ai._.a INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent YES = NO = have submitted valid proof of same to the Office YES = NO = If you have checked YES please indicate the type of coverage by checking the appropriate box INSURANCE = BOND = OTHER = (Please Specify) (Expiration Date) Estimated Value of Electrical Work$ Work to Start Inspection Date Resquested_ Signed under the Penalties of perjury: A , ^ n FIRM NAME Aj�Q _ _1Ac _ a�J`I&rLChe LIC. a ULJ �,/ rt((( �(f WJ aig2narure /LAIC.. NO. -i CeSall�rl AYR r -(Ca , i f t Location a No. Date (ea U _� ts--I _ TOWN OF NORTH ANDOVER 9 Certificate of Occupancy $ ��b.,,�o..►`4 a �ss,Kw�SE<� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee TOTAL Check #V` ;8655 Building Inspector ul"` I 4 L24.7' �a• 248.47' \ A&L N88'07'35" 11A atr, LOT 5 1.57 Acres EXISTING FOUNDATION 14• 16• za' TOP FND. =215.15 0 2A (0 �1 A 138.48' S88'07 35 E L=100.00' SALEM STREET R=36000' \04-94\dwg\CERT.dwg TOWN MAP 96, LOT 57 1 HEREBY CERTIFY THAT THE LOCATION OF THE STRUCTURE SHOWN ON THIS PLAN WAS DETERMINED BY A FIELD SURVEY. REG. PROF. LAND SURVEYOR CERTIFICATION PLAN �� .., 100 SALEM STREET ��►` NORTH ANDOVER MASS. Kandover �° WILLIAMPrepared for consultants Thomas Patenaude & Lianne Cristaldi inc. �4 SCALE:1 "=40' DATE: 9-26-05 1 East River Place, Methuen, Mass. D su��. ., Date... ,NORTH TOWN OF NORTH ANDOVER O p ;r o PERMIT FOR GAS INSTALLATION This certifies that . ). -.. t,. • ..... •.. • • has permission for gas installation .......... • . • . in the buildings pf .............. atl ? . d tf 1!� .- -• . • •< ' -,• • • , North Andover, Mass. Fee /K0.�- .. Lic. No.�% .'?,�.. GAS INSPECTOR Check # "?9�51�-�' 5421 Lvu MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) NAxz)o&1i-x , Mass. Date 34M 20 2006 Permit Building Locationl �C 5���/1%S` (- Owners Name707/-'I Newp/Renovation ❑ Type of Occupancyr"S, Replacement ❑ Plans Submitted: Yes ❑ No g--� Installing Company Name TT R?I F -j—1 Pte'('i/,T1X-- Check one: Certificate c/Corporation _15-52C ❑ Partnership i' y �� Name of licensed Plumber or Gas Fitter U� �( ❑ Firm/Co. INSURANCE COVERAGE: I_Pave a currenViablIlty insurance policy or its substantial equivalent, which meets the requirements of MCL Ch. 142. ' Yes No ❑ V you have checked yes, please Indic a type of coverage by checking the appropriate box. A liability Insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURNNCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit appllcatlon waives this requirement signature o wner or Owners Agent Check one: Owner ❑ Agent ❑ I hereby certify that all of the details and Information I have submitted (or entered) In above application are true and accurate to the best of my knowledge and that all plumbing work and Installations performed under the pe7MW tion will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the Typepf License: By e-PtGmber Sigfhatu L17ed Plumber or Gas Fitter Tide 0 Casftter Ve�(q City/Townaster License Number APPROVED (OFFICE USE ONLY) p Journeyman + • mmmmmmmm FAMMOMM Installing Company Name TT R?I F -j—1 Pte'('i/,T1X-- Check one: Certificate c/Corporation _15-52C ❑ Partnership i' y �� Name of licensed Plumber or Gas Fitter U� �( ❑ Firm/Co. INSURANCE COVERAGE: I_Pave a currenViablIlty insurance policy or its substantial equivalent, which meets the requirements of MCL Ch. 142. ' Yes No ❑ V you have checked yes, please Indic a type of coverage by checking the appropriate box. A liability Insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURNNCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit appllcatlon waives this requirement signature o wner or Owners Agent Check one: Owner ❑ Agent ❑ I hereby certify that all of the details and Information I have submitted (or entered) In above application are true and accurate to the best of my knowledge and that all plumbing work and Installations performed under the pe7MW tion will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the Typepf License: By e-PtGmber Sigfhatu L17ed Plumber or Gas Fitter Tide 0 Casftter Ve�(q City/Townaster License Number APPROVED (OFFICE USE ONLY) p Journeyman ",0 �T :�� TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING s � ••'a This certifies that .... l .............. . 71 has permission to per ...................... plumbing in the buildings of 7-( ................ at/j,t ..>,5rdv— ---" +�-f� ................ North Andover, Mass. Fee.k.'V'Lic. No—Of /1................. PL M ;NG INSPECTOR Check 11 6799 MASSACHUSETTS UNIFORM APPLICATION FOR -PERMIT TO DO PLUMBING (Print or Type) ��° Mass. Date 3;Ml Z 20c-26 Permit # Building Location /t�H��% S% Owner's Name Type of Occupancy New,& -***'Renovation ❑ Replacement ❑ Plans Submitted: Yes ❑ No D/ FIXTURES B.P. # SEWER # SEPTIC # Installing Company Name PIT. / PI �,�e�/F/ �"�d17141--, Check one: Certificate Address �►/L ! �� �/4i7� �f corporation Lgi�f i 07 Q ❑ Partnership Business Telephone L -7/" 4 � z- -1- N�me of Licensed Plumber or Gas Fitter /y'(/ -+/° ���/ ❑ Firm/Co. INSURANCE COVERAGE: I have a current Ility insurancy olicy or its substantial equivalent, which meets the requirements of MGL Ch. 142. Yes No /Q/ _ If you have checked yes, please indicate the type of coverage by checking the appropriate box. A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURNACE WAIVER: I am aware that the licensee does not have the insurance coverage required 'by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Signature of Owner or OwIner's Agent Check one: Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted (or'entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under^e permit issued or this application will be In compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Cha . or 142 qf� he�Ge�1 Laws. it " /-^ By Signature o ' en Plumber Title � City/Town Type of License: master ❑ Journeyman APPROVED (OFFICE USE ONLY) ���� License Number IR30:131-InEMNIEW, MOOMMUMMMMMMOo���� .. •©o��r�o�s������v����N MM MW Installing Company Name PIT. / PI �,�e�/F/ �"�d17141--, Check one: Certificate Address �►/L ! �� �/4i7� �f corporation Lgi�f i 07 Q ❑ Partnership Business Telephone L -7/" 4 � z- -1- N�me of Licensed Plumber or Gas Fitter /y'(/ -+/° ���/ ❑ Firm/Co. INSURANCE COVERAGE: I have a current Ility insurancy olicy or its substantial equivalent, which meets the requirements of MGL Ch. 142. Yes No /Q/ _ If you have checked yes, please indicate the type of coverage by checking the appropriate box. A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURNACE WAIVER: I am aware that the licensee does not have the insurance coverage required 'by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Signature of Owner or OwIner's Agent Check one: Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted (or'entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under^e permit issued or this application will be In compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Cha . or 142 qf� he�Ge�1 Laws. it " /-^ By Signature o ' en Plumber Title � City/Town Type of License: master ❑ Journeyman APPROVED (OFFICE USE ONLY) ���� License Number Date.. ...... TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING SSACHUS This certifies that . ................................................... . .............................. has permission to ............................................... wiring in the building of ... ............... ............................................ at. ........ .................... . North Andover, Mass. ELECTRICAL INSPECTOR Chs k 13 -If 64tj5 A Commonwealth of Massachusetts t)rricial use °"I`' Permit No. COy�S� Department of Fire Services Occupancy and Fee Checked !' Y BOARDOF FIRE PREVENTION REGULATIONS [Rev. 9/05] ,w (Dave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (vIEC). 537 CMR 13.00 (PLE.,ISE PRIiVT IN INK OR TYP LL INF( RA , l TION) Date: l I City or Town of: To the In.tipector of YVires. By this application the undersigns gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) t/V0 5,46,r/`� 5S/ Owner or Tenant Owner's Address Telephone No.�%����OZ Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box) Purpose of Building�Azaz {� Utility Authorization No. a 5 Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service_ Amps / (7 Volts Overhead ❑ Undgrd'17 No. of Meters Number of Feeders and Ampacity Q d/ fAl" -t Location and Nature of Proposed Electrical Work: &—%fes --Z t nAz �1/�-�,✓� Completion o 'the Jnllowing table nary be waived by the Ins uc•tor of II'ires. No. of Recessed Luminaires No. of Ceil.-Susp. (Paddle) Fans No. of Total Transformers KVA No. of Luminaire Outlets No. of Hot Tubs Generators KVA No. of Luminaires Above In- Swimming Pool rnd. Elrnd. ❑ o. o Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. of Detection and Initiating Devices No. of Ranges g No. of Air Cond. Total Tons No. of Alerting Devices No. of Waste Disposers P Heat Pump Totals: Number Tons KW No. of Self -Contained Detection/Alerting Devices No. of Dishwashers S ace/Area Heating KW P g Local ❑ Municipal ❑ Other Connection No. of Dryers Y Heating Appliances Kit _ Security Systems:* No. of Devices or Equivalent No. of Water KW Heaters No. of No. of signs- Ballasts Data Wiring: . No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: I ttach additional detail if desired oras required by the Inspector q I fires. Estimated Value of Electrical Work: '� (When required by municipal policy.) Work to Start: lnspecti'ons 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 cov rage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCEBOND [I OTHER F1 (Specify:) I certify, under the pains and penalties of perjury, that the information on this application is true and complete. FIRM NAME: /A) /' $ LIC. NO.: Licensee: e4zrx) tal"VA_nj Signature LIC. NO.: o!�73 7a(� (t/applicable. enter ..eeempt' nz the license numb ,r line.) Bus. Tel. No.:�`7ff Y2!4 6� Address: Q2V 'ZSiob%tlr jA/ 1) C Alt. Tel. No.: *Security System Contractor License required for this work: if applicable, enter the license number here: 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. 1 am the (check one) ❑ owner ❑ owner's agent. Owner/Agent PER� Signature Telephone No. [IT FEE. $ 6(156 7wkCf Nvr.�M Date ...... TOWN OF NORTH ANDOVER O PERMIT FOR WIRING ................... This certifies that............................................. kv has permission to perform ...... 7 .................................................... wrong in the building of ... T�.Iotr ......... Z—F eAx, ................ . . ........... at ......... 00� .. �46 .......................................... . North Andover, Mass. Fee :-...T ............ Lic. ...4 . .......... ........... ....... ... ELECTRICAL INSPECTOR Check# 7 c?V .E V DEFAR1WOPPENIC34FM :$ 11Of iv: y r err .r� r�- Pemdtft �0�9 Occupancy Fes CtteCW A.PPLICA71ONFOR PERMIT 70 PERFORM FT CMCAL ,WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WrrH THE MASSACHUSSTS M.ECMXAL CODE, 527 CMB 12:00` (PLEASE PRINT IN INK OR TYPE ALL DWORMATION) Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street & Number) Ion 5AIPA."( S Owner or Tenant Owner's Address _ ih iwr5 5 .*vr- - is this permit in conjunction with a building pew: Yes [M No (Check Appropiate Boa) Purpose of Building %�M l� St%x 1// GE% Utility Authorization No. /� Existing Service Amp�/ Volts Overhead Underground No. of Meters New SfD - AmP �y�Volts Overhead ndergrormd C No. of Meters Number of Feeders and Ampacity �720 ".)— Location and Nature of Proposed Electrical Work e, No. of U#Ang Outlets TOW KVA No. of Ligbtitq MUM Sw6mdng Poor Above Bebw (tsnerstae KVA —5.of RecepescM Outkes Na of OB Bnerots Na of Bmwg=7 Lighting Beltay Units No. of Switcb Oudets Na at as Botetan FIRE ALARMS No. of Toros No. of rinses No. of A4 Can& Told Tera• Na of Deu cdm ad Na of Dispos* No. of Had TOW Told Toa• KWblidellas No. �gD Samdlq Dwica No. d Disbwuhm Space Ates KW No. of SettCoawAoW � C � � Na d Dryee Nesting Devieas KW No. of Water Hester Kw Na d No. d slag Bdb* No. Hydm Mmsae Tubs Na d Motors Totd HP itetxsrtaeCb�ame PrsaRbt�ereq�ae'ra�dMseadiuesOsrmlL� 1tmz 6n 1kdv&p mA3fsenebtr Oft dteddrBde bz< WakbSN ispec wDabRaf�d FMMNAM do YES NO IyoubnedtededYB4,pirarehk*a Fof aVAzd> hcWWVA t s PZ* 1k limat:Nh d 1. Bash wUpt _g��8= 6 AddkM dT o SV r-A/Q I y /litfl At I�1Na owlet'SAS[RtA=WAM-fama ndatheLimee dieianzeanwporkrs�a�la�itirMtea:quirAkTd e®di:ettt(3araiiL�t anidw mysiBiteaeon dirpeBiit�pi�danaahesdimQirornt (Please cbeck one) Owner C3 Agent JL eimphone No. Barr Fid i W" c, _ Commonwealth of Massachusetts Official I !Se Onh �' -- Permit No. +. . Department of Fire Services, _ Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS '[Rev. 9.051 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK /\II \\ork to be performed in accordance \\ ith the kIassachuSells f IcctricaI Code (1IEC). 527 (AIR 12.00 (PLEASE PRINT IN INK OR TYP LL 1,�'F( R"VATION) Date: 14,2_6k216 City or Town of: To 1lu� l►t.�IleClor• of � lVires•: By this application the undersigne gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) 0 S,,gIXw :S Owner or Tenant Telephone No.�-3u2E mal Owner's Address Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box) Purpose of Building %%%�Utility A rization No. p� Existing Service Amps / Volts Overhead ❑ ,76S eters Overhead Und rd C Qot';Vieters New Service � _ Amps f /, (7 Volts O ❑ g . Number of Feeders and Ampacity p 41,1,M Vt-_, r 20 Location and Nature of Proposed Electrical Work: /,/�� 1,jl C innnh,tion of the table may he waNcd by the Inspector o/'IYires. Witch additional delail i(;lesired, or reyrrb•c'cl hr the IIt.Y17CV10;. o/ n n•es. Estimated Value of Electrical Work: �( ( When required by municipal policy.) Work to Start: Inspections to be requested in accordance with EIEC Rule 10, and upon completion. INSURANCE COVERAGE: llnless 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 cov •rage is in force, and has exhibited proof of same to the permit issuing office. CIIECK ONE: INSURANCE130ND ❑ ori-IER [I(Specify:) certify, under the pains and penalties of perjury, that the inforrnation on this application is true and complete. FIRM NAME: In.) 1/ � / � LIC. NO.: Licensee: t qSignature LIC. NO.:6 3 6 II/ elpphcahle. tater "C"Ve 71)l" in Ihi li�rnsr �uanb� r line.) Bus. Tel. No.: 7S� Address: .-2 z6zl& i�'E1Ur� � /'i V 'e ;11t. Tel. No.: *Security System Contractor License required for this work, if applicable, enter the license number here: _ OWNER'S INSURANCE WAIVER: I am aware that the Licensee does ;lot have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owners agent. Owner/Agent Signature Telephone No. PERMIT rE,E: �5l j Total No. of Recessed Luminaires No. of Ceil: Susp. (Paddle) Fans Transformers KVA Tran No. of Luminaire Outlets No. of Hot Tubs Generators KVA No. of Luminaires Above In -No. Swimming Pool rnd. ❑ rnd. ❑ o Emergency ig mg Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Detection and No. of Switches No. of Gas Burners Initiating Devices i No. of Ranges No. of Air Cond. Tonsl No. of Alerting Devices Heat Pump Number Tons KW No. of Self -Contained No. of Waste Dis osers P Totals: I 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 f No. of Data Wiring: Heaters Signs, Ballasts No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or E uivalent OTHER: Witch additional delail i(;lesired, or reyrrb•c'cl hr the IIt.Y17CV10;. o/ n n•es. Estimated Value of Electrical Work: �( ( When required by municipal policy.) Work to Start: Inspections to be requested in accordance with EIEC Rule 10, and upon completion. INSURANCE COVERAGE: llnless 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 cov •rage is in force, and has exhibited proof of same to the permit issuing office. CIIECK ONE: INSURANCE130ND ❑ ori-IER [I(Specify:) certify, under the pains and penalties of perjury, that the inforrnation on this application is true and complete. FIRM NAME: In.) 1/ � / � LIC. NO.: Licensee: t qSignature LIC. NO.:6 3 6 II/ elpphcahle. tater "C"Ve 71)l" in Ihi li�rnsr �uanb� r line.) Bus. Tel. No.: 7S� Address: .-2 z6zl& i�'E1Ur� � /'i V 'e ;11t. Tel. No.: *Security System Contractor License required for this work, if applicable, enter the license number here: _ OWNER'S INSURANCE WAIVER: I am aware that the Licensee does ;lot have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owners agent. Owner/Agent Signature Telephone No. PERMIT rE,E: �5l j 12 aGz a - ��- oC� Phi �J 107 W" 101 WE THE COMMONWEALTH OF MASSACHUSETTS Department of Public Safety BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 Official Use Only Permit No. Occupancy & Fee Checked APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code 527 CMR 12:00 (Please Print in ink or type all information) Town of North Andover The undersigned applies for a permit to perform the electrical work described below. Location (Street & Number 100 SJ evo 2y e Owner or Owner's [ate $ _ To the Inspe for f Wires: Is this permit in conjunction with a building /I permit n Yes No • (Check Appropriate Box) urpose of Building �CS •cle �( Utility Authorization No. yxisting Service Amps Voits Overhead Undgmd Vew Service Amps _ Volts Overhead Undarnd No. of Meters Nn of MPtarc umber of Feeders and Ampacity location and Nature of Proposed Electrical Work No. of Lighting Outlets No. of Hot fuse Total No. of Transformers KVA IAbove In ,No. of Lighting Fixtures Swimming Pool gmd gmd Generators KVA JNo. of Receptacles Outlets No. of Oil Burners No. of Emergency Lighting Battery Units !No. of Switch Outlets No of Gas Burners FIRE ALARMS No. of Zone No. of Detection and Initiating Devices No. of Ranges Total No of Air Cond Tons Heat Total Total No. of Di oral No. Pumps Tons KW No. of Sounding Devices No./ of Self Contained Detection/Sounding Devices • Municipal • Other Local Connection No. of Dishwashers S ace/Area Heating KW No. of D ers Heatin Devices KW No. of Water Heaters KW No. of Si ns No. of Bailases Low Volt Wirin age No. H dro MassaAee Tuds No. of Motors Total HP i0 t •As..a OTHER: J'�1 IrAc� r.�C81 Iztc t f INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent YES = NO = have submitted valid proof of same to the Office YES = NO = If you have checked YES please indicate the type of coverage by checking the appropriate box. INSURANCE = BOND = OTHER = (Please Specify) (Expiration Date) Estimated Value of Electrical Work$ Work to Start Inspection Date Resquested_ Signed under the Penalties of perjury: FIRM NAME ATEAr`., r LIC. NO. 7r -I- Ll •► / 1 Ye r [A�C�t� !�•r, r `C ff 63i02 Bus. Tel No. 2 3 2 Address — lJ V Alt Tel. No. i—L h ?�q gpyy ' OWNER'S INSURANCE WAIVER: 1 am aware that the Licenses does not have the Insurance coverage or its su antl equi lemma"int as req �?d Massachusetts General Laws. And that my signature on this permit application waives this requirement. Owner Agent (Please Check one) (Signature of Owner or Agent) Telephone No. PERMIT FEE $ gw'I'4. etc 2-- a/ -0 G A-7 a m 0 . O �as�c�M�a CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 189 (9/16/2005) Date: June 6, 2006 THIS CERTIFIES THAT THE BUILDING LOCATED ON 100 Salem Street MAY BE OCCUPIED AS Single Family Dwelling IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: T. Patenaude & L. Cristaldi 100 Salem Street North Andover Ma 01845 Building Inspector m m X m mm v H G •C O CO) Cl) CD n z y cD O �■ CL � C � ? o d= CO) n� o v CD CDCL o Q CDo CD C CD y CD CL CO) O � v CD CO) O � Z CD O CD O c CD C 0 C ?� C d = aN < m N CO) m aC o m N C2� = 01 d fl N m asd = m N N O y � CD m a 'A Z�.p N s m • :o :0 Er �o C. =o CL sr�'� *AN*: Co < O N N o m 1 H M A = y CLW ad CO - a a �5 oIE CD ca 'c.. O . O�. CD CD . �D N a ir: � CD : Ok mac:_ � �''� d o, CD -o �' • O = • Cn O'er O }�{j cng ro NNI r.�� 5J\ ' `lk-, vz A 1► H 0 9 0 c (1) m m m m m m CO) m CA B m =r m :3 EL n m m-, o aj rl -n m 0 c o CL aj m :3 m C E .0 EF un n m m CL c tn Q. aj c 0 E E :3 9 IFA m 0 X ;Sl 0 CD TOWN OF NORTH ANDOVER DIVISION OF PUBLIC WORKS 384 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845-2909 J. WILLIAM HMURCIAK, DIRECTOR, P.E. Timothy J. Willett uE Ko oTN ' Telephone (978) 685-0950 Water Superintendent Fax (978) 688-9573 ti A MEMO TO: Gerald Brown, Building Commissioner FROM: Timothy J. Willett -1, RE: 100 Salem Street DATE: 5/31/06 Please be advised that water meter was installed at the above address on March 13, 2006. DERUMM YPOFPV SA MY ► .►i I;: y ► l r ► .•.r Permit Na �0`�/ _ Oceopsoep 3 Rea CttecW APPUCA71ON FOR PERA T TO PERFORM ET muCA.L WORK _ ALL WOK TO ss "MOM IN ACCORDANCE watt TM MASSACHUSM MACIAVAL coos 527 cwt 12:00 (PLEASE PRDrr IN em OR TYPE ALL INMRMATION) D O Town of Noah Andover To the -Inspector of Wires: The undersigned applies for a permit to perfomt the electrics) work described below. Location (Street d Owner or Tenant Owner's Address is this permit in conjuucdon with a building perm YeaQ No (Check Appropriala Bon) purpose of Building %�M 5!%�i V / G Utility Authorization N3o.�/a/7� Existing Service Amp..L.V olb Overhead Underground a No. of Meters New Servim /(� Amp. f ) Volta Overhead C No. of Metes Number of Feedets and Ampacity X70 Location and Nature of Proposed Electrical Work Ce Na of t.i8111ting 00411011 Had Hot Tabs No, O(Tionhas Trod KVA Na of Llahtiq Pinna Swinan1% Pool Abu" Below (3eoRo KVA Na d Reaptsds OetMts Na d OU Boeows Na d USMIna Bettsry Units No. of Switch outlets Na d Or Ba►ans FUM ALAnW No. Of Zones Ha of Ramos Na d Air Cad. Tod TMtda. Ne. d Deretlno sod of DtspaeY Na d Had Tod Na of 3oudnB DeHass Na d Dishwasbers Spm Arae Haft Kw Na dSwcoatsinsd � �� [:3,bbwdpd Cats ED Oaf -- Na d Dryats Hestlq Devices Kw No. of Wstsr Heston Kw Na d Naar sign Ballsok Na Hydro Mwys Tabs Na d Monne Tod HP ira.zi e0ovaaaa PaauasbtbrMOMdLsnrs Ihmes*mitdm&poddaratofa� MP El I D °m [D wakbSw J/ iapedi>nDseRer}z4d INANE Fbaltbdpej�/��t///'� V�1 rfni r Lim.. K r d1.J � %A�(l l n� 901110 r a9s M Cal NO lrycuWadedodYMpboidbatehpcirwyoWby lsens�dvalredEbc"VA* s RMO 1i umv em umv eNo 113 %2 l IF og r r Blebs Xph 6 G,eo SV rti/D f - '40 , -Al. A40 WE MA AtTdLNa9'7,f CJVt MSIIV UMMWAMRIanonetAide ma: �fnisartieaona oridsabsrr�ya0 er��bYhiaerlsserGlsrrilLn+ns ardthttrrrysWirseonlip�rpplcstim�lireOaneK (Please cbeck one) Owner Agent Telephone No. per .Fid 2 m Check # 1 fo 18:572 PA( ` -``-- `'� Building Inspector Location No. % Date � r NORTH TOWN OF NORTH ANDOVER ?V F w Certificate Occupancy $ r-- + of ;� s'•^° • E<� Building/Frame Permit Fee wcMus $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 1 fo 18:572 PA( ` -``-- `'� Building Inspector 1.1 Property Address. 1.2 Assessors Map and Parcel �j Map Number Number: Parcel Number 1.3 Zoning Information: Zoning District Proposed Use -� 1.4 Property Dimensions: Lot Areas Fronta e ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard R red I Provide Required I Provided Required Provided /val 1.7 Water S�ppiy M.G.L.C.40.V54)71.5. Public Private 0 Zone Flood Zone Information: / Outside Flood Zone @ 1.8 Municipal Sew a Disposal System: On Site Disposal System ❑ 5El:11VIv L - YKUYEKlY 4JWIVEKJ1iP/AUT11UKIZED AGENT "10tU[ iG Disincl: Yes No 2.1 Owner of Record �L Name (Print Address for Service Signature` Tel�Peph 7�7 7 I ZZ � 2.2 Owner of Record: /val Nam Print Address for Service: L�/� i ature Telephone SECTION 3 -CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ LiceiedConstruction Supervisor: M/ / License Number' Address Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number A 6l 6 2005 Address BUILDINir�nCr�� Expiration Date Signature Telephone SECTION 4 - WORKERS COMPENSATION (M.G.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this afI in the denial of the issuance of the building permit. Signed affidavit Attached Yes .......0 No ....... 0 SECTION 5 Description of Proposed Work (check all aonlicable ) New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: C�2s�ri✓c� 5�/rly� s�/�y �� 13-J�V1 l will result SECTION 6 - ESTIMATED Item Estimated Cost (Dollar) to be OFFICIAL USE (INLY Completed by permit applicant ? 1. Building (a) Building Permit Fee (jIJD Multiplier 2 Electrical (b) Estimated Total Cost of^�J D Construction LD 3 Plumbing Q Building Permit fee (a) x (b) �- am% (0, 5 4 Mechanical HVAC a d 5 Fire Protection 61 '6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION T10 BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, 4 Gti��G _ �%�'S as Owner/Authorized Agent of subject property Hereby authorize `—� to act o My � If, in all matter lati ' o ork authorized by this building permit application. Si ature of Own Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief Print Name Signature of Owner/A ent Date NO. OF STORIES SIZE S BASEMENT OR SLAB r� e SIZE OF FLOOR TIIvMERS Z 1 2 ND 3 Z � SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS /O SIZE OF FOOTING kZ X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE CIS h F r FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. **************************APPLICANT FILLS OUT THIS SECTION*** Gi APPLICANT -/G -2n /�(�1i01 /1(.(/3i V -f mLyiz��31e(lw PHONE LOCATION: Assessors Map Number ,� PARCEL&)�57 SUBDIVISIOLOT (S) C�STREET� /00SW44--®) �✓�1� L --ST. NUMBER ********* OFFICIAL USE ONLY TION NTS: DATE APPROVED' nATF RF_IFC_TFn TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR -HEALTH DATE APPROVED DATE REJECTED IDC^re• rm SEPTIC INSPECTOR -HEALTH DATE APPROVED ILS""L-' vs CD - DATE DDATE REJECTED AUG 2 6 2005 COMMENTS BUILDING DEPT. X PUBLIC WORKS - SEWERIWATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT1 RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm -z5 e?5 Department ofIndustrial Accidents Office of Invesdgegions 600 Washington Street Boston, M4 02111 www.memSov/dig Workers' Compensadon Insurance Affidavit: Builders/Contractors/Electridans/Plumbers Aoulicant Information Please Print Leuibly Name (Business/organization/Individual): Address: /�,/ City/State/Zip: lam, 12 FA Phone #:%, Are you an employer? Check the- appropriate box: I. ❑ I am a employer with 4. ❑ I am a general contractor and I �.,( employee's (full and/or part-time).' have hired the sub -contractors 2. �J I am a sole proprietor or partner- listed on the attached sheet t ship and have no employees These sub -contractors have working for me in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. ❑ We are a corporation audits . required.] officers have exercised their 3. ❑ 1 am a bomeowner doing all work right of exemptiion per MGL myself. [No workers' comp. C. 152, § 1(4� and we have no insurance required.] t employees. [No workers' ernrp. insurance required.] Typroject (required): 6. [`0 New construction 7. ❑ Remodeling S. ❑ Demolition 9. ❑ Building addition 10.11 Electrical repairs or additions 11.❑ Plumbing repairs or additions 12.❑ Roof repairs 13.❑ Other -nny ap "Umt Z c cooom w c muse neo Un as me acenon below sttowmg ma$ woms rb' eompenaation pommy urs t Homeowners who submit mis affidavit indicating Sty me domg all wrest and men hue outside oontrac k= mutt submit a new aff davit mglicating arch tCoftactoe mat check this box natst attached on additional sbaet alwwing me name of me sub-oonanctors and weir wottsew' corn,, pony m'or I an an employer that b providing workers' com pensedon insarenee for my employees, Below L the pelt a I job Sita lnforni dwL Insurance Company Name: Policy # or Self -ins. Lic. M Expiration. Date: Job Site Address: City/State2ip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as requiref under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $ 1,500.00 and/or one-year t, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do Alertly eerd ander thepo is a "Nies of pe ury tl injoeinotlon provlJad Rbov�e b art comms Si Of'tc/oi use only. Do not write In this area, to be compkted by clo or town offlcld City or Town: Issuing Authority (circle one): 1. Board of Health 2. Building Department 6. Other Permlt/License 3. Cky/Town Clerk 4. Electrical Inspector S. Plumbing Inspector Contact Person: Phone 0: llllvl lillas&%PAX "&&%& ilivSOi Mrvav aui Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employes is defined as "...every person to the service of another under any contract of Hire, . express or implied, oral or written." An e m ployer is defined as "an individual, parme nip, 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 ati 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, 425C(7) states "Neither the cormmonweahh nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub -contractors) name(s), addresses) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, arc not required to carry workers' compensation insurance. If an LLC or LIR 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 sip sad date the aftldavlt. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number haloed below. Self-insured companies should enter their self-insurance license number on the appropriate line. - City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit(license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/hccue 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 � been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid a is on file for future permits or licenses. A new affidavit mast be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit The Office of Investigations would bice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 5-26-05 wwwmm.gov/& ...,t.-..q_,n-,.gym.-:-;. i, z a: 00 � c 5w W g.y Lr LD to v = 0Z.. �4 T a a,-8 =, f w 0 `f ; o�", ►° N 0Y2 C08 W 1- ...,t.-..q_,n-,.gym.-:-;. D. Robert Nicetta, Building Commissioner TOWN OF NORTH ANDOVER OFFICE OF BUILDING DEPARTMENT 400 Osgood Street North Andover, Massachusetts 01845 HOMEOWNER LICENSE EXEMPTION Telephone (978) 688-95454 Fax (978)688-9542 Please print DATE: a �� JOB LOCATION: DD tjd1C� '�i7� 7�p Number Str Address Map of HOMEOWNER G/Q�✓�'C� /irr�g/ �979)�fye 9�Yf Name Home Phone Work Phone PRESENT MAILING ADDRESS City Town State Zip Code The current exemption for "homeowners" was extended to include owner -occupied dwellings to two units or less and to allow such homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor). State Building (Code Section 108.3.5.1) DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family structures. A person who constructs more that one home in a two-year period shall not be considered a homeowner. The undersigned "homeowner" assumes responsibility for compliances with the State Building Code and other Applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies minimum inspection procedures and req requirements. HOMEOWNERS SIGNATURE APPROVAL OF BUILDING OFFICIAL he/she understands the Town of North Andover Building Department nents and that he/she will comply with said procedures and BOARD OF.1PPE.US688"5.11 CONSFR\", TIONGRB'9530 IIF. \LIII SX -9540 PLANNIM;o88-0535 REScheck Compliance Certificate Massachusetts Energy Code REScheckSoftware Version 3.5 Release le Data filename: C:\Program Files\Check\REScheck\TPAT.rck CITY: Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 08/25/05 DATE OF PLANS: 08-16-05 PROJECT DESCRIPTION: PATNAUDE HOMES ANDOVER PROJECT DESIGNER/CONTRACTOR: TOM PATNAUDE COMPLIANCE: Passes Maximum UA = 825 Your Home UA = 812 1.6% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Metal Frame with Thermal Break:Double Pane with Low -E Door 1: Glass Door 2: Solid Door 3: Solid Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Furnace 1: Forced Hot Air, 90 AFUE Air Conditioner 1: Electric Central Air, 10 SEER Gross Area or Cavity Perimeter R -Value Permit Number Checked By/Date Glazing Cont. or Door R -Value U -Factor UA 3200 30.0 0.0 112 4100 11.0 0.0 292 720 0.340 245 39 0.330 13 35 0.550 19 21 0.550 12 2530 19.0 0.0 119 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in RES checkVersion 3.5 Release le (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/D,esigner Date REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release le DATE: 08/25/05 Bldg. Dept. Use Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above -Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Metal Frame with Thermal Break:Double Pane with Low -E, U -factor: 0.340 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Glass, U -factor: 0.330 Comments: [ ] 2. Door 2: Solid, U -factor: 0.550 Comments: [ ] 3. Door 3: Solid, U -factor: 0.550 Comments: Floors: [ ] 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: 1. Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: Required on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be identified so that compliance can be determined. [ ] ,Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R -values, glazing U -factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Ducts shall be insulated per Table J4.4.7.1 Duct Construction: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 T must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non -Circulating Runouts Circulating Mains and Runouts Temperature ( F) Up to 1„ Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. NOTES TO FIELD (Building Department Use Only) Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) BQ�SE� BC CALC® 9.1 DESIGN REPORT - US Thursday, September 01, 2005 07:34 Double 13/4" x 9 1/4" VERSA -LAM® 3100 SP File Name: patenaude 050901.13CC : F601 Job Name: Project # 05-711 - Description: Address: (V Andove/ Specifier: Greg Doyle City State, Zip: Designer: �- /�M Customer: Patenaude Homes Company: [ G I 5 S Code reports: ICBO 5512, NER 629 Misc: 60 LL 1890 lbs DL 941 lbs General Data Version: 3 Member Type: 1 � .r\yde i :. )'��{!, �h � y"'• .!'.Lk4 Yf -'}Ej`1� e�,a!ikli�\ ffi'.v :4, `42 � "� �j � � ' u�4'W l� t F1 ,h v� 4 a`�tf.Q. xF '..r Aa'W � ; $ 3"�P`✓lF. �My� th .� r2,» � '� ` j £i✓i �k. 1�'.'`df �i F'�-7+1�..le.l: ,'1u^�" H'd �:ii �y.% fi.; r� � � : d {'� ? �-k• .� '!1•? i'r ��x:�i � �v 6l � �:.1 �� 1 ,u;, * `wt y1, Tf ���{A i5 " 4Y y Y �FI�� :�FY � A ��m �t iq'. �.1 �'6 1 Left Cantilever: 60 LL 1890 lbs DL 941 lbs General Data Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMERS' BCI®, BC RIM BOARDTm, BC OSB RIM BOARDTm, BOISE GLULAMT"^ VERSA -LAM®, VERSA -RIMS, VERSA -RIM PLUS®, VERSA -STRAND'"', VERSA -STUD®, ALLJOIST® and AJ STI are trademarks of Boise Cascade Corporation. pan. 1 of 1 B1 LL 1890 lbs DL 941 lbs Total of Horizontal Design Spans = 09-00-00 Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf. Area Left 00-00-00 09-00-00 Live 30 psf 07-00-00 100% Dead 10 psf 07-00-00 90% 2 Unf. Lin. Left 00-00-00 09-00-00 Live 0 plf n/a 100% Dead 60 plf n/a 90% 3 Unf. Area Left 00-00-00 09-00-00 Live 30 psf 07-00-00 100% Dead 10 psf 07-00-00 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Pos. Moment 6370 ft -lbs 48.0% 100% 1 1 - Internal End Shear 2300 -lbs 36.7% 100% 1 1 - Left Total Load Defl. U537 (0.201 ") 44.7% 1 1 Live Load Defl. U804 (0.134") 44.8% 1 1 Max Defl. 0.201" 20.1% 1 1 Span / Depth 11.7 n/a 1 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design.meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for 131 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing User Notes Beam A. Bump Out Header Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 16d Sinker Nails a minimum = 2" b f- d b minimum = 3" c = 5-1/4" a d=12" • �• c • BOISE" BC CALL® 9.1 DESIGN REPORT - US Thursday, September 01, 2005 07:36 Triple 1 3/4" x 11 7/8" VERSA -LAM® 3100 SP File Name: patenaude 050901.BCC : FB02 Job Name: Project # 05-711 Description: Address:• Lay-- ,_ Specifier: Greg Doyle City, State, Zip: -y, MA Designer: Customer: Patenaude Homes Company: Code reports: ICBO 5512, NER 629 Misc: BO LL 3185 lbs DL 1205 lbs General Data Control Type Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARDTm, BOISE GLULAMT"" VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRANDTM, VERSA -STUD®, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. D- 1 ..f 1 Total of Horizontal Design Spans = 16-04-00 Load Summary ID Description Load Type Ref. Start End Type 1 Standard Load Unf. Area Left 00-00-00 16-04-00 Live Dead Controls Summary Control Type Value Pos. Moment 17925 ft -lbs Neg. Moment -0 ft -lbs End Shear 3819 lbs Total Load Defl. U334 (0.587") Live Load Defl. U460 (0.426") Max Defl. 0.587" Span / Depth 16.5 % Allowable Duration 56.2% 100% n/a 100% 31.7% 100% 71.9% 78.3% 58.7% n/a Notes Design meets Code minimum (0240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for 61 is 1-1/2". 81 LL 3185 lbs DL 1205 lbs Value Trib. Dur. 30 psf 13-00-00 100% 10 psf 13-00-00 90% Load Case Span Location 1 1 - Internal 1 1 - Right 1 1 - Left 1 1 1 1 1 1 1 Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing User Notes Beam B. Family Room. (NOTE: Beam above req'd per print) Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 16d Sinker Nails a minimum = 2" b b minimum = 3" c = " d = 12" 2 12" e minimum = 3" �T o o C 0 0 0 BOISE" BC CALC® 9.1 DESIGN REPORT - US Thursday, September 01, 2005 07:41 Triple 1 3/4" x 18" VERSA-LAM(g) 3100 SP File Name: patenaude 050901.BCC : FB03 Job Name: Project # 05-711 Description: Address: ` L er ' S Specifier: Greg Doyle City, State, Zip: Arm, MA Designer: Customer: Patenaude Homes Company: Code reports: ICBO 5512, NER 629 Misc: BO LL 4320 lbs DL 1759 lbs General Data Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARD TM, BOISE GLULAMTM VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRANDTM', VERSA -STUD®, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation, PROP. 1 of 1 61 LL 4320 lbs DL 1759 lbs Total of Horizontal Design Spans = 24-00-00 Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf. Area Left 00-00-00 24-00-00 Live 30 psf 12-00-00 100% Dead 10 psf 12-00-00 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Pos. Moment 36474 ft -lbs 52.1% 100% 1 1 - Internal End Shear 5282 lbs 28.9% 100% 1 1 - Left Total Load Defl. U389 (0.741") 61.8% 1 1 Live Load Defl. U547 (0.527") 65.8% 1 1 Max Defl. 0.741" 74.1% 1 1 Span / Depth 16.0 n/a 1 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for 131 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing User Notes Beam C. Garage Girder. NOTE: columns removed; clear span Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 16d Sinker Nails a minimum = 2" b minimum = 3" c=7" d=12" e minimum = 3" 0 o w BOISE" BC CALC® 9.1 DESIGN REPORT - US Thursday, September 01, 2005 07:47 Double 1 3/4" x 11 7/8" VERSA -LAM® 3100 SP File Name: patenaude 050901.BCC : FB04 Job Name: Project #05]11 Description: Address: • 4-01 t—T Specifier: Greg Doyle City, State, Zip: AROWtrary, MA Designer: Customer: Patenaude Homes Company: Code reports: ICBO 5512, NER 629 Misc: BO LL 2213 lbs DL 1228 lbs General Data Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARDTTM, BOISE GLULAMTm VERSA -LAMS, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOISTO and AJSI are trademarks of Boise Cascade Corporation. Pana 1 of 1 Total of Horizontal Design Spans = 06-00-00 Load Summary ID Description Load Type Ref. Start End 1 Standard Load Unf. Area Left 00-00-00 06-00-00 Unf. Lin. Unf. Lin. Conc. Pt. Controls Summary 3 Value 2 6538 ft -lbs 1 1, End Shear . ;11 g i �v.� 4 Total Load Defl. �i ._� Live Load Deft. U3173 (0.023") BO LL 2213 lbs DL 1228 lbs General Data Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARDTTM, BOISE GLULAMTm VERSA -LAMS, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOISTO and AJSI are trademarks of Boise Cascade Corporation. Pana 1 of 1 Total of Horizontal Design Spans = 06-00-00 Load Summary ID Description Load Type Ref. Start End 1 Standard Load Unf. Area Left 00-00-00 06-00-00 Unf. Lin. Unf. Lin. Conc. Pt. Controls Summary Control Type Value Pos. Moment 6538 ft -lbs Neg. Moment -0 ft -lbs End Shear 3259 lbs Total Load Defl. U2049 (0.035") Live Load Deft. U3173 (0.023") Max Defl. 0.035" Span / Depth 6.1 Left 00-00-00 06-00-00 Left 00-00-00 06-00-00 Left 02-00-00 02-00-00 B1 LL 1152 lbs DL 827 lbs Type Value Trib. Dur. Live 30 psf 01-00-00 100% Dead 10 psf 01-00-00 90% Live 0 plf n/a 100% Dead 60 plf n/a 90% Live 0 plf n/a 100% Dead 60 plf n/a 90% Live 3185 lbs n/a 100% Dead 1205 lbs n/a 90% % Allowable Duration 30.7% 100% n/a 90% 40.6% 100% 11.7% 11.3% 3.5% n/a Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Load Case Span Location 1 1 -internal 1 - Right 1 1 - Left 1 1 1 1 1 1 1 Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing User Notes Beam D. Fireplace Header Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a minimum = 2" b d — b minimum = 3" c = 7-7/8" a ! d=12" • �• • c BC CALC® 9.1 DESIGN REPORT - US Thursday, September 01, 2005 07:48 Quadruple 1 3/4" x 9 1/4" VERSA-LAM(g)3100 SP File Name: patenaude 050901.BCC : FB05 Job Name: Project #011 Description: Address:* C &-7-Specifier: Greg Doyle City, State, Zip: Air, MA Designer: Customer: Patenaude Homes Company: Code reports: ICBO 5512, NER 629 Misc: BO LL 2940 lbs DL 1107 lbs Veneral Data Control Type Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTM, BC OSB RIM BOARDT"' BOISE GLULAMTM VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND - VERSA -STUD®, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. P.— 1 of 1 Total of Horizontal Design Spans = 14-00-00 Load Summary ID Description Load Type Ref. Start End Type 1 Standard Load Unf. Area Left 00-00-00 14-00-00 Live Dead Controls Summary Control Type Value Pos. Moment 14166 ft -lbs End Shear 3560 lbs Total Load Defl. U310 (0.541 ") Live Load Defl. U427 (0.393") Max Defl. 0.541" Span / Depth 18.2 % Allowable Duration 53.4% 100% 28.4% 100% 77.3% 84.2% 54.1% n/a B1 LL 2940 lbs DL 1107 lbs Value Trib. Dur. 30 psf 14-00-00 100% 10 psf 14-00-00 90% Load Case Span Location 1 1 - Internal 1 1 - Left 1 1 1 1 1 1 1 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing User Notes Beam F. Clg Joist through Stairwell Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 1/2 in. Staggered Through Bolt a minimum = 2" b minimum = 2-1/2" c = 5-1/4" d = 24" b a F W 800SE" BC CALC® 9.1 DESIGN REPORT - US Thursday, September 01, 2005 07:49 Double 1 3/4" x 9 1/4" VERSA -LAM® 3100 SP File Name: patenaude 050901.13CC : F606 Job Name: Project #711 Description: Address: • cle-7 Specifier: Greg Doyle City, State, Zip: meq, MA Designer: Customer: Patenaude Homes Company: 0099901.1.1. Code reports: ICBO 5512, NER 629 Misc: BO LL 2835 lbs DL 986 lbs General Data Control Type Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAMTM, VERSA -LAW, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Dano 1 -f 1 Total of Horizontal Design Spans = 09-00-00 Load Summary ID Description Load Type Ref. Start End 1 Standard Load Unf. Area Left 00-00-00 09-00-00 Unf. Area Controls Summary Control Type Value Pos. Moment 8597 ft -lbs End Shear 3105 lbs Total Load Defl. U398 (0.272") Live Load Defl. U536 (0.201 ") Max Defl. 0.272" Span / Depth 11.7 Left 00-00-00 09-00-00 B1 LL 2835 lbs DL 986 lbs Type Value Trib. Dur. Live 30 psf 07-00-00 100% Dead 10 psf 07-00-00 90% Live 30 psf 14-00-00 100% Dead 10 psf 14-00-00 90% % Allowable Duration 64.8% 100% 49.6% 100% 60.3% 67.1% 27.2% n/a Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Load Case Span Location 1 1 - Internal 1 1 -Left 1 1 1 1 1 1 1 Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing User Notes Beam E. 2nd FI Bump Out Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 16d Sinker Nails a minimum = 2" b d — b minimum = 3" c = 5-1/4" a d=12" • T• • c BO0i BC CALC® 9.1 DESIGN REPORT - US Thursday, September 01, 2005 07:50 Triple 1 3/4" x 117/8" VERSA -LAM® 3100 SP File Name: patenaude 050901.BCC : FB07 Job Namg: Project # 05-71,1 Description: Address: e -0-T-5 Specifier: Greg Doyle City, State, Zip:' MA Designer: Customer: atP enaude Homes Company: Code reports: ICBO 5512, NER 629 Misc: yk'�' f'dwt`''Ta ,C '4:,R�S, �. l^' d t y,: `- ask D ' ``.5. t r 7t '�. �1 I'}'•i 't ` acro fr A'�i''� h � Nkf��`Ak '7�''1 Rfi,k r"F��,yy ba` a BO B1 LL 3185 lbs LL 3185 lbs DL 1205 lbs DL 1205 lbs Total of Horizontal Design Spans = 16-04-00 General Data Load Summary , Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf. Area Left 00-00-00 16-04-00 Live 30 psf 13-00-00 100% Member Type: Floor Beam Dead 10 psf 13-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value % Allowable Duration Load Case Span Location Pos. Moment 17925 ft -lbs 56.2% 100% 1 1 - Internal Slope: Neg. Moment -0 ft -lbs n/a 100% 1 1 - Right End Shear 3819 lbs 31.7% 100% 1 1 - Left Total Load Defl. U334 (0.587") 71.9% 1 1 Live Load Defl. L/460 (0.426") 78.3% 1 1 Disclosure Max Defl. 0.587" 58.7% 1 1 The completeness and accuracy of Span / Depth 16.5 n/a 1 the input must be verified by anyone who would rely on the output as Notes evidence of suitability for a Design meets Code minimum (U240) Total load deflection criteria. particular application. The output Design meets Code minimum (U360) Live load deflection criteria. above is based upon building Design meets arbitrary (1") Maximum load deflection criteria. code -accepted design properties Minimum bearing length for BO is 1-1/2". and analysis methods. Installation Minimum bearing length for 61 is 1-1/2". of BOISE engineered wood Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing products must be in accordance with the current Installation Guide User Notes and the applicable building codes. Beam G. MBr Clg Joist To obtain an Installation Guide or if you have any questions, please call Connection Diagram (800)232-0788 before beginning product installation. Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. BC CALCO, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM Connectors are: 16d Sinker Nails BOARDTM BOISE GLULAMTM' VERSA -LAM®, VERSA -RIM®, a minimum = 2" b d VERSA -RIM PLUS®, b minimum = 3" VERSA-STRANDTM c = 7-7/8" a =" • • VERSA -STUD®, ALLJOIST®and d 0 AJSTm are trademarks of a minimum = 3" 0 Boise Cascade Corporation. o e 0 0 0 ti Page 1 o(1 M( BOISE'" BC CALC® 9.1 DESIGN REPORT - US Thursday, September 01, 2005 07:52 Double 1 3/4" x 14" VERSA -LAM® 3100 SP File Name: patenaude 050901.BCC : SH01 Job Name: Project # 05- 11 Description: Address: Cam Specifier: Greg Doyle City, State, Zip:,kM9M1T, MA Designer: Customer: Patenaude Homes Company: Code reports: ICBO 5512, NER 629 Misc: A 7.1 12 ...... .. . ...... . d 1 1 1 1 1 1 1 1 11 11 -s c�ii tar s ,y frm a ^e' a.w rMLr 7y nF F �} 4k y$&'F.�a.e iy:dlU,.. �, r "PI' { i 02-09-15 Ak 19-09-09 0 61 B2 d = 14-00-00 DL 864 lbs DL 1223 lbs SL 1971 lbs SL 3203 lbs o = 02-00-00 General Data Version: US Imperial Member Type: Simple Hip Number of Spans: 2 Left Cantilever: Yes Right Cantilever: No Rafter Slope: 7.1/12 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMERS, BCI®, BC RIM BOARDTM, BC OSB RIM BOARD TM, BOISE GLULAMTM" VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRANDT"' VERSA -STUDS, ALLJOIST® and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Total of Horizontal Design Spans = 22-07-08 Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Equivalent LoadTrapezoidal Left 00-00-00 Snow 0 plf n/a 115% 22-07-08 Snow 339 plf n/a 115% 00-00-00 Dead 0 plf n/a 90% 22-07-08 Dead 113 plf n/a 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Pos. Moment 17777 ft -lbs 53.2% 115% 3 2 - Internal Neg. Moment -166 ft -lbs 0.5% 115% 3 1 - Right End Shear -3812 lbs 35.0% 115% 3 2 - Right Cont. Shear 2310 lbs 21.2% 115% 3 2 - Left Total Load Defl. L/286 (0.964") 62.9% 3 2 Live Load Defl. U400 (0.69") 60.0% 3 2 Total Neg. Defl. -0.444" 59.3% „ 3 1 - Cantilever Span / Depth 17.0 n/a 2 Slope and Cut Length End Condition Slope Facia Depth Horiz. Length Product Length Plumb Cut with Hanger to dbl. top plate 7.1/12 6-3/8" 22-07-08 26-06-06 Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing User Notes Beam H. Standard Hip Rafter Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 1/2 in. Staggered Through Bolt a minimum = 2" b minimum = 2-1/2" c = 10" d = 24" a f Ni BOISE" BC CALC® 9.1 DESIGN REPORT - US Thursday, September 01, 2005 07:54 Single 1 314" x 117/8" VERSA-LAM(g) 3100 SP File Name: patenaude 050901.BCC : SH03 Job Name: Project #-11 Description: Address: C6-1— S Specifier: Greg Doyle City, State, Zip: Amy, MA Designer: Customer: Patenaude Homes Company: Code reports: ICBO 5512, NER 629 Misc: Right Cantilever: A 7.1 12 d = 08-00-00 o = 02-00-00 General Data Version: US Imperial Member Type: Simple Hip Number of Spans: 2 Left Cantilever: Yes Right Cantilever: No Rafter Slope: 7.1/12 d '£" a ?C�'sN ref �, as .r„.� iw. ;,� .,F”' a� _'li•.x..+�+� °'���1 ..d. '�f " �°�+, .m F'M��` 02-09-15 11-03-12 ° B1 B2 DL 341 lbs DL 429 lbs SL 842 lbs SL 1179 lbs Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAMT"' VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOISTO and AJSTM' are trademarks of Boise Cascade Corporation. Page 1 of 1 Total of Horizontal Design Spans = 14-01-11 Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Equivalent LoadTrapezoidal Left 00-00-00 Snow 0 plf n/a 115% 14-01-11 Snow 212 plf n/a 115% 00-00-00 Dead 0 plf n/a 90% 14-01-11 Dead 71 plf n/a 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Pos. Moment 3752 ft -lbs 30.7% 115% 3 2 - Internal Neg. Moment -129 ft -lbs 1.1% 115% 3 1 - Right End Shear -1385 lbs 30.0% 115% 3 2 - Right Cont. Shear 910 lbs 19.7% 115% 3 2 - Left Total Load Defl. L/718 (0.22") 25.1% 3 2 Live Load Defl. U984 (0.16") 24.4% 3 2 Total Neg. Defl. -0.174" 23.2% „ 3 1 - Cantilever Span / Depth 11.4 n/a 2 Slope and Cut Length End Condition Slope Facia Depth Horiz. Length Product Length Plumb Cut with Hanger to dbl. top plate 7.1/12 6-3/8" 14-01-11 16-08-03 Notes Design meets Code minimum (L/180) Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing User Notes Beam K. Rear Hip Rafters and Valley Rafter Load on J. .. BOISE" BC CAME) 9.1 DESIGN REPORT - US Thursday, September 01, 2005 07:55 Triple 1 3/4" X 14" VERSA-LAM(g) 3100 SP File Name: patenaude 050901.BCC : SH02 Job Name: Project # 9,5-711 Description: Address: 6UT Specifier: Greg Doyle City, State, Zip:9 MA Designer: Customer:atP enaude Homes Company: Code reports: ICBO 5512, NER 629 Misc: Z 7.1 12 d = 16-00-00 o = 02-00-00 General Data Version: US Imperial Member Type: Simple Hip Number of Spans: 2 Left Cantilever: Yes Right Cantilever: No Rafter Slope: 7.1/12 d _ 11111111111111 Z�+;' 02,09-15 22-07-08 ° B1 B2 DL 1162 lbs DL 1631 lbs SL 2455 lbs SL 4092 lbs Total of Horizontal Design Spans = 25-05-08 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD-, BOISE GLULAMTM VERSA -LAMS, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND-, VERSA -STUD®, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Load Summary ID Description Load Type Ref. Start End Type Value 'Trib. Dur. 1 Equivalent LoadTrapezoidal Left 00-00-00 Snow 0 plf n/a 115% 25-05-08 Snow 382 plf n/a 115% 00-00-00 Dead 0 plf n/a 90% 25-05-08 Dead 127 plf n/a 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Pos. Moment 26232 ft -lbs 52.4% 115% 3 2 - Internal Neg. Moment -198 ft -lbs 0.4% 115% 3 1 - Right End Shear -4931 lbs 30.2% 115% 3 2 - Right Cont. Shear 2965 lbs 18.1% 115% 3 2 - Left Total Load Defl. L/255 (1.238") 70.6% 3 2 Live Load Defl. U362 (0.871") 66.3% 3 2 Total Neg. Defl. -0.5" 66.6% 3 1 - Cantilever Span / Depth 19.4 n/a 2 Slope and Cut Length End Condition Slope Facia Depth Horiz. Length Product Length Plumb Cut with Hanger to dbl. top plate 7.1/12 6-3/8" 25-05-08 29-09-13 Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing User Notes Beam I. Front 2 Hips Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 1/2 in. Staggered Through Bolt a minimum = 2" b minimum = 2-1/2" c=10" d=24" as BOISE" BC CALC® 9.1 DESIGN REPORT - US Thursday, September 01, 2005 08:04 Triple 1 3/4" x 14" VERSA -LAM® 3100 SP File Name: patenaude 050901.13CC : RB01 Job Name: Project # 05-711 Description: Address:j 3� Specifier: Greg Doyle City, State, Zip: Perry, MA Designer: Customer: Patenaude Homes Company: Code reports: ICBO 5512, NER 629 Misc: V67-10 BO LL 1783 lbs DL 1634 lbs SL 2284 lbs General Data Version: US Imperial Member Type: Roof Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAMT-, VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOIST® and AJSTM are trademarks of Boise Cascade Corporation. Page 1 of 2 Total of Horizontal Design Spans = 19-09-00 Load Summary ID Description Load Type Ref. Start End 1 Standard Load Unf. Area Left 00-00-00 19-09-00 2 Trapezoidal Left 00-00-00 34152 ft -lbs Neg. Moment 00-00-00 3 Trapezoidal Left 00-00-00 U244 (0.972") Live Load Defl. 00-00-00 4 Trapezoidal Left 10-00-00 16.9 Snow 10-00-00 5 Trapezoidal Left 10-00-00 0 plf n/a 10-00-00 6 Conc. Pt. Left 06-00-00 Controls Summary Control Type Value Pos. Moment 34152 ft -lbs Neg. Moment -0 ft -lbs End Shear 5558 lbs Total Load Defl. U244 (0.972") Live Load Defl. U339 (0.699") Max Defl. 0.972" Span / Depth 16.9 10-00-00 10-00-00 10-00-00 10-00-00 19-09-00 19-09-00 19-09-00 19-09-00 06-00-00 B1 LL 2321 lbs DL 1474 lbs SL 1309 lbs Type Value Trib. Dur. Snow 30 psf 01-00-00 115% Dead 15 psf 01-00-00 90% Snow 0 pif n/a 115% Snow 300 plf n/a 115% Dead 0 plf n/a 90% Dead 100 plf n/a 90% Snow 0 plf n/a 115% Snow 300 plf n/a 115% Dead 0 plf n/a 90% Dead 100 plf n/a 90% Live 300 plf n/a 100% Live 0 plf n/a 100% Dead 100 plf n/a 90% Dead 0 plf n/a 90% Live '' 300 plf n/a 100% Live 0 plf n/a 100% Dead 100 plf n/a 90% Dead 0 plf n/a 90% Live 1179 lbs n/a 100% Dead 429 lbs n/a 90% % Allowable Duration 68.2% 115% n/a 115% 34.0% 115% 73.8% 70.8% 97.2% n/a Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Member Slope = 0, consider drainage. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min Load Case Span Location 2 1 - Internal 2 1 - Right 2 1 - Left 2 1 2 1 2 1 1 end bearing + 1/2 intermediate bearing ® BOISE' BC CALL® 9.1 DESIGN REPORT - US Thursday, September 01, 2005 08:04 Triple 1 314" x 14" VERSA-LAM(E) 3100 SP File Name: patenaude 050901.BCC : RB01 Job Name: Project # 05� Description: Address: L e-7 7 Specifier: Greg Doyle City, State, Zip: ry, MA Designer: Customer: Patenaude Homes Company: Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a minimum = 2" i►ib - -d b minimum = 3" LI C = 5" a d=12" " o e minimum = 3" C .•1.. e *1 " Page 2 of 2 I %IOWA&'�-• C a0 :3 EZ n m r« � ajU n -n rDc r: Q O fD � t�D 0- C •* C� S. 0 to n m m 0. 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