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Building Permit #554 - 45 DANA STREET 1/22/2014
bUILUINU F LKMI I 3? b' :• .•.'h o� TOWN OF NORTH ANDOVER o APPLICATION FOR PLAN EXAMINATION - b Permit NO: Date Received °4c 11c, +` • � q°RAT!° 'PPy�J � Date Issued: '!i 9SSACHus�t I PORTANT: Applicant must complete all items on this 2age LOCATION f1 X11' .0 T l f Fn Pm( (?y . , 0 6) Dof Ll J� Print PROPERTY OWNER P_eTz o' ICCt I Cc7 (S1�-t fir„' Print MAP NO:�`�-1 —PARCEL: ZONING DISTRICT: Historic District yes Machine Shop Village e Y es TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition 0 Two or more family ❑ Industrial Iteration No. of units: ❑ Commercial 0 Repair, replacement . 0 Assessory Bldg n Others: 0 Demolition 0 Other ❑ Septic 0 Well 0 floodplain ❑ Wetlands 0 Watershed District 0 Water/Sewer ia P0rQ- I InJTztl (CA TZcin arvo r Identification Please Type or Print Clearly) OWNER: Name: ettr V n I of aax- r Phone: Address: yS 17at10. Jj C� , �JorT• i -Ono U yril CL4,r CONTRACTOR Name: Phone: (03 -S-06 - 3930 Address: ."1410 LA 82a v k l P rl 1-41-4 Supervisor's Constru tion License: Exp. Date: 7-112 12 Home Improvement License: Exp. Date: SUL© ARCHITECT/ENGINEER Alxm Phone: S'�S ' )30- (btq Address: Aul Reg. No. If5'O-7 FEE SCHEDULE:BOLDING PER $12.00 PER$1 0.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 2H , y,�(r7 FEE: $ � Check No.: - Receipt No.: a-. If NOTE: Persons contracting with unregistered contractors do not have access to the,guaranty,�und Si ��at4 a of Agent/Owner Signature of contracto ] TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Old Structure yes no MAP NO: PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT. PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑ Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification Please Type or Print Clearly) OWNER: Name: Phone: R Address: CONTRACTOR Name: __ Phone: Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: '. NOTE: persons contracting with unregistered contractors do not have access to the guaranty fund r - kr Signature.of Agent/Owner Signature of contractor Plans Submitted LJ Plans Waived ❑ Certified Plot Plan 0 Stamped Plans ❑ Location No. Date . - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee TOTAL $ Check# Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ =;-TYPE OF.;SEWERAGED3SP_O.SAL- . t Public Sewer ❑ Tanning/MassageBodyArt ❑. . Swimming Pools ❑ t1 ❑ Well ❑ Tobacco.Sales i� g ToodPacka in .Sales 11 Private.(septic talc,etc... ❑ permanent Diunpster on Site IT l THE_FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM :.. DATE REJECTED DATE APPROVED PLANNING& DEVELOPMENT ❑ ❑ COMMENTS -CONSERVATION Reviewed on Signature I COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Tows Engineer: Signature: .. Located 384 Osgood Street FIRE-DEPARTMEAT Tern Dumpster on site e Tempyes no Located-at 124Mair Street - Fire Departme►it-signature/date', . . COMMENTS ' Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: - ELECTRICAL: Movement of Meter location, roast or service drop requires approval of ..:Electrical Inspector Yes_ No i DANGER ZONE LITERATURE: Yes No MGL-Chapter 166.Section 21A-F and G min.$100-$1000 fine NOTES and DATA— (For department use i I ® Notified for pickup - Date Doc.Building Permit Revised 2010 Building Department The folliWing'is'a list of the required-forms to be filled out for:the appropriate-permit to-.be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ B,ailding Permit Application o Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or G.S.L Licenses o Copy of Contract o Floor Plan Or Proposed Interior Work L3 Engineering Affidavits for Engineered products NOTE: All dumpster.permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks { Li Building Permit Application o Certified Surveyed Plot Plan Li Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses Li Copy Of Contract Li Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) a Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit a Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract ❑ Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apn•,al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm-tted with the building application Doc: Doc.Buil,iing permit Revised 2012 Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 241486.00 m $ - $ 293.83 Plumbing Fee $ 36.73 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 36.73 Total fees collected $ 467.29 45 Dana Street Solar Install BP 554-14 on 1/22/2014 � r10RTly Town of . Andover .. No. ,. ( * - C% h ," ver, Mass, Z GOC NIC Nt WICK �1. S+ BOARD OF HEALTH Food/Kitchen PERMI LD Septic System • THIS CERTIFIES THAT .?to.... . .. ,,, , ........................ BUILDING INSPECTOR Foundation has permission to erect .......................... buildings on .......�I ..., .I��w�..................................... Rough to be occupied as .........&.4......... ... .......�10,w.A...®........................................ Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final 39tE„ PERMIT EXPIRES IN ONT ELECTRICAL INSPECTOR UNLESS CONSTRUCT S TS Rough Service .............. .... ..... ............................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SEE REVERSE SIDE NORTH Town of .� ndover I No. - h ," ver, Mass, 2 coc«Ic«!WICK X11,9 Q°R�rEo rPp,��(5 S U BOARD OF HEALTH Food/Kitchen Septic System • LD THIS CERTIFIES THAT PERM !,T ,,,. . . ......................... BUILDING INSPECTOR has permission to erect .. buildings on .......gfr 'N.1tillsew..................................... Foundation Rough to be occupied as ......... 9 A......... ... .......9G.104 IR..................................................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final 39tE� PERMIT EXPIRES IN ONT ELECTRICAL INSPECTOR UNLESS CONSTRUCT S TS Rough Service .............. .... ..... ............................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SEE REVERSE SIDE f v ��� �� a �� _ _ � � I ii s :r �: v � ..� ,+������ ��, [kill pilot holes $f16$S LAG SCRIEW(AN 3/16S S IIT 3:iEC ST T`EMBEDMENT INTO RAFTERSTPlfft€L�bttfi7i35TAMF}GFF L.00(WASHER BASETOS€CLAL'€FLASHING AND y FLATWASHER MOUNTING RMLS COMMYTION L-KICIT ! yt illi Istat? STEP k SUw FLASNII4G OWER CHANNfLt�UT ` FLANCsL LtL1T �( �L-FOOTEASE SfANII) RAIL \ `' i`, SCEP L:BOLT L-FOOT SASE 11 1 r' GAL'dAJVI-LTD STi EEL'ROOF p' /10 RCAF WITS!LAG BOLT FLASHINGFDRSTANDOFF SEAL rim—TRAWN AND UNDER BASE WUH RAINPOSTER t1R'SIMfLAR:EALAW rMF DFIXING TYr. RAPTIFA TVP RDfIF OECYINGUR DIAGRAM 4:.L foot mount assembly /OOX `!: Flashed 1L-foot section view stsndofls {or L-feet} Rails Module Thickness Rafters Rail Span g ri ,r Install flashing L:foot base F�M Secure L-foot to base Apply sealant and secure base to rafter Installed L-foot assembly AEE SOLAR SnapNrack"' ROOF MOJNT INSTALLATICN MANUAL Standoff assembly—base and standoffshaft(various lengths) L- t assembly—base,L:foot, steel flashing --� g Leveling spacer—"I inch Universal end'clamp(UEC) i Module mid clamp assembly Standard module end clamp assembly II Sunmodu1e;1'/0SW 265 mono black 2.5 Frame tu,,.�o� Sn TUV Power controlled: TOVHhel -d Lowest measuring tolerance in industry i iQ OOOOOZ•1'�� LAISunmodule Plus: Positive performance tolerance 25-year linear performance warranty and 10-year product warranty World-class quality Qualified,IEC 61215 Fully-automated production lines and seamless monitoring of the process and material SEcs Hoed' ensure the quality that the company sets as its benchmark for its sites worldwide. Periodic Inspection '0'. u O Made in USA SolarWorld Plus-Sorting Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that E P G. have greater than or equal to the nameplate rated power. Intertek 25 years linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of 25years,a significant added value compared tothetwo-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years.` `in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty I SOLARWORLD solarworld.com We turn Sunlight into Power. 0 Sunmodule/ SW 265 mono black/2.5 Frame PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power P 265 Wp Maximum power P 191.4 Wp Open circuit voltage V. 38.1 V Open circuit voltage Vm,. 34.3 V Maximum power point voltage Vo moo 31.9 V Maximum power point voltage Vmo 28.7 V Short circuit current I 8.82 A Short circuit current I 7.12 A Maximum power point current I 8.33 A Maximum power point current I 6.66 A 'STC:1000 W/m�,25•C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25•C:at 200 W/m�,95% (+/-3%)of the STC efficiency(1000 W/m')is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS NOCT WC TC 1 0.004%/K Cells per module 60 TCv� -0.30%/K Cell type Mono crystalline TC P -0.45%/K Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) Operating temperature -40'C to 85'C Front Tempered glass(EN 12150) Frame Black anodize weight 46.7 lbs(21.2 kg) l,C _ 1000 W/m' _ SYSTEM INTEGRATION PARAMETERS 800 W/m2 _ Maximum system voltage SC 11 1000V a Max.system voltage USA NEC 600 V 600 W/m� Maximum reverse current 16 A 400 w/m2 Number of bypass diodes 3 UL Design Loads' Two rail system 113 psf downward 200 W/m� 64 psf upward psf downward 100 W/m= UL Design Loads" Three rail system 170 64 psf upward IEC Design Loads' Two rail system 113 psf downward Module voltage IV] V. 50 psf u pwa rd 'Please refer to the Sunmodule installation instructions for the details associated with these load cases. 37.44(951) 1x4 ADDITIONAL DATA 11.33(288) Powersorting' -OWp/+SWp J-Box IP65 71- Connector MC4/KSK4 Module efficiency 15.81% 41.30(1050) Fire rating(UL 790) Class C Version 2.S frame 65.94(1675) bottom 0.6 153 mounting holes VERSION 2.5 FRAME Compatible with both"Top-Down" and"Bottom"mounting methods N JrGrounding Locations: 4 corners of the frame 4 locations a long the length of the module in the extended flanget .(34) L x4 4.20(107)t 1.22(31) 4- 39.41(1001) ---I 1)Measuring tolerance traceable to TUV Rheinland:+/-2%(TUV Power Controlled). All units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6023US 03-2013 SOLECTRIA RENEWABLES STRING INVERTERS PV13000S PV14000S W - PV15000S NOMA PV1 5300 PV1 6500 W 11 Mi Ow *019 1 i STRING INVERTERS At 96%CEC efficiency,the Solectria Renewables string inverter series,ranging from 3.0 kW to 7.5 kW,is the most efficient transformer isolated string inverter on the market.The PVI 3000-PVI 7500 series of inverters consist of six power ratings to optimally match your grid-tied PV system,and boasts fully-integrated DC and AC disconnects,an LCD,and a 3,4,or 5 fused string inputs all contained within a detachable wiring box.The wiring box allows for a clean,simple,and safe installation with easy serviceability.The integrated panel assembly comes with 1 to 2 pre-wired inverters mounted on an industrial grade aluminum panel with kWh meter and optional AC visible-blade disconnect or circuit breakers on a two-inverter panel assembly. c us 4,8 No Ow ft- nd WIN m s SPECIFICATIONS PV13000S PV14000S PV15000S PVI 5300 PVI 6500 PVI 7500 a DCV O D Absolute Maximum Input Voltage 600 VDC 0 MPPT Input Voltage Range 200-550 VDC 230-50O VDC Start Up Voltage 210V 230 V Maximum Operating Input Current 16A 21 A 25A 25A 35A 35AAC Output o 0 Nominal Output Voltage 208 or 240 VAC 208,240 or 277 VAC E AC Voltage Range(Standard) -12%/+10% m 208 VAC 2700 W 3400 W 4300 W 4600 W 6500 W 7500 W Continuous Output Power 240 VAC 2900 W 390OW 4900 W 5300 W 6500 W 7500 W 277 VAC 6500 W 7500 W I 208 VAC 13A 16.3A 20.7A 22.1A 31.3A 36.1A Continuous Output Current 240 VAC 13 A 16.3 A 20.7 A 22.1 A 27.1 A 31.3 A E 277 VAC 23.5 A 27.1 A Maximum Backfeed Current 0 A a v Nominal Output Frequency 60 Hz Output Frequency Range 59.3-60.5 Hz a Power Factor Unity,>0.99 d Total Harmonic Distortion(THD) (3% 208 VAC 96.2% 96.3% 96.8% 96.2% 96.0% 96.2 Peak Efficiency 240 VAC 96.6% 96.5% 96.7% 96.4% 96.3% 96.5 277 VAC 96.7% 96.7% r o 208 VAC 95.5% 95.5% 96.0% 95.5% 95.0% u CEC Efficiency 240 VAC 96.0% 96.0% 96.0% 96.0% 96.0% 277 VAC 96.0% Tare Loss 0.5 W Integrated String Combiner Fused String Inputs 3 4 4 4 5 5 Temperature Ambient Temperature Range(full power) -13°F to+122°F(-25°C to+50°C) Storage Temperature Range -13°F to+131°F(-25°C to+55°C) -13°F to+149°F(-25°C to+65°C) Relative Humidity(non-condensing) 5-95% Data Monitoring Optional SolrenView Web-based Monitoring External Optional Revenue Grade Monitoring External External Communication Interface RS485 Testing&Certifications Safety Listings&Certifications UL 1741/IEEE 1547,IEEE 1547.1,CSA C22.2#107.1,FCC part 15 B Testing Agency ETL Warranty Standard 10 year Enclosure AC/DC Disconnects Standard,fully-integrated(internal) Dimensions(H xWx D) 28.8 in x 17.9 in x 6.9 in 28.8 in x 17.9 in x 7 in 28.8 in x 17.3 in x 8.2 in (732 mm x 454 mm x 175 mm) (732 mm x 454 mm x 187 mm) (732 mm x 438 mm x 208 mm) Weight 48.8 lbs(22.2 kg) 59.8lbs(27.2 kg) 88.9 lbs(40.4 kg) Enclosure Rating Type 3R Enclosure Finish Painted aluminum SOLECTR1A RENEWABLES www.solectria.com inverters@solectria.com 1 978.683.9700 ACOO CERTIFICATE OF LIABILITY INSURANCEDATE(MM/5013 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 endorsement(s). PRODUCER CONTACT NAME: M Connolly Wedgwood-Crane & Connolly Ins PHONE FAX 617) 625-6460 19 College Ave EMAIL 617) 625-0781 / No: Box 440313 ADDRESS: jmconnolly@wccinsurance.com INSURE S AFFORDING COVERAGE NAIC# Somerville, MA 02144-000 INSURER A:Western World Insurance Co. INSURED INSURER B:Liberty Mutual Insurance Group SUNBUG SOLAR LLC INSURER C:Arbella Protection 411A HIGHLAND AVE Ste 312 INSURER D:Associated International Ins Attn:Lisa Raffin INSURER E:Hanover Insurance SOMERVILLE, MA 02144 INSURER F: COVERAGES CERTIFICATE N UMBER: 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 ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE g POLICY NUMBER MIDDY MMMDIYYYY LIMITS A GENERALLIABILm NPP1331741 4/1/13 4/1/14 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENE RAL LIABILITY DAMAGE TORENTPREMISES(Ea uD e $ 50,000 CLAIMS-MADE D OCCUR MED EYP(Anyone person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2 000;000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-ODMP/OPAGG $ 2,000,000 POLICYPRO LOCI I $ C AUTOMOBILE LIABILITY 22194400004 1/21/13 1/21/14 CaM[NE�DitSINGLE LIMIT $ 1,000,000 X ANYAUTO - BODILY INJURY(Per person) $ ALLOWNED SCHEDULED INJURY Per accident AUTOS AUTOS BODILY I ( ) $ HIRED AUTOS X NON-OWNED PROPERTYDAMAGE $ AUTOS er accident X $ D UMBRELLA LIAB X�OCCURCUBW4189612 11/7/12 11/7/13 EACH OCCURRENCE $ 2,000 000 EXCESS LIAB DE AGGREGATE $ 2,000,000 DED RETENTION$ $ B WORKERS COMPENSATION WC31S372506-019 4/30/13 4/30/14 WCSTATU- OT 1- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNERIEXECUTNE E.L.EACH ACCJ DENT $ 1,O,OO,OOO OFFICE RIMEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe Nunder O ION OOF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1 OOO OOO DESCRIPT E Installation Insurance IHN9819894 1/4/13 1/4/14 Job Site 50,000 Equipment Transit 50,000 Storage 50,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Rerraft Schedule,If more space Is required) All work performed by the insured for the certificate holder. For informational purposes. Coverage is in place. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Insured ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE John M. Connolly ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: (617) 625-0781 Fax: (617) 625-6460 E-Mail: imconnolly@wccinsurance.com I ` N Conditions at STC: Solar World SW 265 Panels 2 strings of 12 a Panels: 24 string At Inverter Max current - IMAX 8.3 A 8.3 A 16.7 A co CD Max voltage - VMAX 31.9 V 382.8 V 382.8 V a 1 Max system voltage - VOC 38.1 V 457.2 V 457.2 V z Short-circuit current -.ISC 8.8 A 8.8 A 17.6 A Q`n v Rated maximum power-point current (Imax) 17 A Rated maximum power-point voltage (Vmax) 383 V Maximum system voltage (VOC) 562 V Short-circuit current ISC 22 Alo Ln Y 0 00 Solectria PVI 6500 240 208 277 a o Continuous current 27.1 A 31.3 A 23.5 A Z Strike Voltage 230 V 230 V 0 V Over current protection 40 A 40 A 0 A M Bus-bar needed 200 A 200 0 A LoCla CD Y N N Rated output current 27 A Nominal operating voltage 240 V a m ME Notes: LU 1)All equipment to be listed or labeled for its application 2)installation to be compliant with Dec 6,2013 National Electric Code 3)Equipment labels to comply Not to scale with NEC 690 4)Point of connection to existing power • distribution system shall be coordinated E-1 with local utility company 1 AWG#10 USE-2/RHW-2 C3 All 1111 � a DC Wires in EMT to rn E inside building Solar array composed of 24 SolarWorld SW 265 watt panels 4q� a Wired in 2 series strings of 12 panels each. Module frames grounded to main panel ground or ground rod. a Y ✓ N d L d L L cv -a C C Go GJ a o To utility grid a o z Solectria 6500 Output 6500 Watt, 240V, 27.1 Amps UL#1741 Neg Grounded .N a II J) (3)AWG#8 THWN-2 (1)AWG#8 GND in%EMT i X L1 °D Y Utility NET o m Meter DC Disconnect Inverter Q X Neg Grounded Lockable 3R 2-pole I I Inverter Integrated -White 40A Fused � Pas Disconnected AC Disconnect su I Side Tap In Open position + Black ppy ZA Point of Interconnection 40A NEC 705.12.(A) Notes: j iooA Service Panel Solar tooA 240V AC w 1)All equipment to be listed or Production labeled for its application 100A Main 2)installation to be compliant with Meter Breaker Dec 6,2013 National Electric Code 3)Equipment labels to comply Lockable 3R 2-pole j) Not to scale with NEC 690 AC Disconnect I 4)Point of connection to existing power External distribution system shall be coordinated E-1 with local utility company The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/OrganizatiorAndividual): S u n B u g Solar Address: 411 A Highland Avenue, Suite 312 City/State/zip: Somerville, MA Phone #: 617-500-3936 Are ou an employer?Check the appropri x: Type of project(required): 1 I am a employer with 10 4 am a general contractor and I 6. ew construction employees(full and/or part-time).* have hired the sub-contractors 25am a sole proprietor or partner- listed on the attached sheet. 1 7. lemolition emodeling ship and have no employees These sub-contractors have 8: working for me in any capacity. workers' comp. insurance. 9. Building addition [No workers' comp. insurance 5.F—]We are a corporation and its required.] officers have exercised their 10 Electrical repairs or additions 3F-]I am a homeowner doing all work right of exemption per MGL 11 Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12 Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13 Other Solar Installation *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 their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Liberty Mutual Insurance Group Policy#or Self-ins.Lic.#: WC31 S37506-019 Expiration Date: 4.30.14 Job Site Address: 45 Dana Street City/State/Zip: North Andover, MA 01845 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Si nature: Date: Phone#: 617-5064936 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#• Office or Consumer Arfairs&Business Regulation ROME IMPROVEMENT CONTRACTOR 1 Registration: 163091 Type: 'Expiration: 5111/2015 LLC SUN BUG SOLAR LLC. CHENEY BRAND 411A HIGHLAND AVE ST 312 � _� SOMERVILLE,MA 02144 Undersecretary f"rss-chusetts Deportment of Pubic 53fe1y Board of Building Reguf-tions and Standards t uttstrucaiun'�,uftfrtu,i License CS-099037 CHENEV C BRAND 11 MORRISON PLACE NO.2 Somcn111e 02144 r 1`s J � Itl lA EKpiration Commissioner 02/12/2014 1 •' 2unMug Solar November 6, 2013 Peter Kalafarski 4.5 Dana Street North Andover, MA 01845 Peter, It was a pleasure meeting with you to discuss your solar potential. I admire your commitment to having a more energy efficient home. Here is your formal proposal for your new solar PV system. Notes: • Based on the utility bills you supplied, in the last 12 months you consumed 5,804 kWh and currently pay $0.14 per kWh. Your utility provider is National Grid. • You have indicated that you qualify for the Commonwealth Solar II rebate program's $0.40/watt adder because your property value, as indicated by your real estate taxes, in Essex county is less than $400,000. • SunBug Solar recommends that you replace your roof prior to a solar PV installation. SunBug Solar will not complete a solar installation unless the roof where the solar array will be located has been replaced. • The solar modules utilized in your new PV system are high quality, US-made solar modules. • The solar modules utilized in your new PV system are high-quality solar modules with a positive power tolerance, black frames and a black back-sheet. 6.36kW Photovoltaic system: 24 SolarWorld 265 watt All-Black modules, 1 Solectria 6500s central inverter, and all necessary balance of system materials (racking, wiring, disconnects, etc.). This price is for complete, turnkey service including all permits and rebate paperwork. The gross price of this system installed is $24,486 Less Commonwealth Solar II rebate - $4,250 Less 309 federal tax credit* - $6,071 Less 15% state tax credit* (capped at $1,000) - $1,000 Total anticipated cost after rebates and tax incentives $13,165 411 A Highland Avenue Suite 312 Somerville,MA 02144 I P:617 500 3938 1 F:617 412 3062 1 www.sunbugsolar.com •�. p O •,t OURRIUg Solar Solar Savings & Your Electric Bill • Current power profile Power profile with solar 3% 3% 13 Coal&Oil 0% 14% °Solar 13 Natural Gas °Coal&Oil 20% � , n Nuclear 13 Natural Gas ` °Nuclear 13Renewable 100% 13 Renewable n Hydro&Other n Hydro&Other The 6.36kW system will produce on average approximately 7,000 kWh/year, or 591 kilowatt hours per month depending on time of year(more in the summer months, less in the winter months). Based on your consumption, this system will allow you to produce approximately 122% of your electricity yourself. Electric Bill After factoring in SREC revenue (see SREC description in this proposal), your new PV system could eliminate your home's entire electricity cost. Solar savings reduce your annual electricity consumption and your remaining costs of electricity can be offset by SREC revenue. In fact, in its first year, solar savings plus SREC revenue at the minimum level of $300/SREC will cover an anticipated 349%. Environmental Savings Over its 30 year anticipated life-cycle, it will generate more than 198,000 kWh of energy from the sun. In that time it will save 137 metric tons of CO2 from entering the atmosphere, equivalent to: • the annual greenhouse gas emissions from taking 27 cars off the road for 1 year, • or the carbon sequestered annually by 29 acres of pine or fir forests. System Monitoring Included in your solar PV system installation will be our SunWatch Meter (www.sunwatchmeter.com). This monitor allows you to track your system performance in real time from your computer, and allows us to make sure that all is working properly. You will have the ability to monitor your PV system's production and your home's electricity consumption with the SunWatch Meter monitoring system. I Note: It is the customer's responsibility •-- to provide an internet connection for -_ - the monitor to plug into. Please see _ "SunBug Solar Monitoring � 7 . !�, Requirements"for details. 411 A Highland Avenue Suite 312 1 Somerville,MA 02144 I P:617 500 3938 1 F:617 412 3062 1 www.sunbugsolar.com Y f (4; ,%URMUg Solara Photovoltaic Incentives and Return on Investment: On-going Revenue: Solar Renewable Energy Credits The Massachusetts Department of Energy Resources runs a Solar Credit Market. This program offers an on-going production incentive for making solar energy, above and beyond electricity savings. For every megawatt hour (MWh) of electricity produced, system owners earn one SREC, or Solar Renewable Energy-Credit, which are then sold to back the electric utilities needing to meet state solar energy mandates. SRECs behave like stock certificates. They are bought and sold on a market administered by the Massachusetts Department of Energy Resources. An SREC does not represent electricity itself- solar system owners make their own electricity and experience the associated utility savings independent of the SREC program. SRECs are an additional financial incentive for Photovoltaic electricity producers. SRECs are bought and sold on an open market and as such have no fixed value. However, there are price support mechanisms put in place by the DOER that they have implemented in an effort to create "ceiling" and "floor" values for SRECs. The ceiling is determined.by the fine levied on utilities for not meeting the solar standard. This is called the Alternative Compliance Payment (ACP) and for 2013 is set at $550 per megawatt hour (or SREC). The ACP declines by 5%every year after, making the 2021 projected ACP rate published by.the DOER $365. The floor is established by the DOER's Solar Credit Clearinghouse, an auction of last resort should an SREC not sell. This Solar Credit Clearinghouse values SRECs at $300 each, minus a 5%trading fee. The DOER has established an "opt-in term" for that Clearinghouse, based on when a PV system was installed. The current opt-in term is 10 years. Your system's SREC performance: #SREC's* Min,SREC 11 Rate** Max SREC 11 Rate** 1st Year 6 $1,590 $2,100 10Year Aggregate 62 $14,481 $19,223 *Rates are based DOER's 10 year SREC pricing guidelines,all less 7%trading fee 411 A Highland Avenue Suite 312 l Somerville,MA 02144 P:617 500 3938 l F:617 412 3062(www.sunbugsolar.com S l • Solar' Photovoltaic Direct Return on Investment SunBug's standard payback models assume 30 year system lifecycle and inverter replacement at year 15.** Annual Savings Before&After Payback assuming projected minimum SREC II value $3,000 $2,500 $2,000 •Inverter Replace $1,500 j ■After Payback $1,000 ■Before Payback $500 $0 - 1 i TT•- 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 Assuming minimum SREC value, payback occurs in 4 with an anticipated: • 25 years of free electricity, • lifecycle savings of over $.44,000, • and Internal Rate of Return of over 22.5%. Annual Savings Before&After Payback assuming projected maximum SREC II value $3,500 $3,000 $2,500 $2,000 •Inverter Replace $1,500 1$1,000 ■After Payback $500j r 1 J ■Before Payback $0 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 Assuming maximum SREC value, payback occurs in 4 with an anticipated: • 25 years of free electricity, • lifecycle savings of over $49,000, • and Internal Rate of Return of over Suneug's direct return on investment calculations are based on industry standards. Wed be happy to walk you through our assumptions and show you our complete calculations in detail. However,Sunsug Solar makes no guarantees for projected savings based on this proposal,and advises customers to consult their own investment professional to calculate return on investment. 411 A Highland Avenue Suite 312 I Somerville,MA 02144 P:617 500 3938 1 F:617 412 3062 1 www.sunbugsolar.com 2unmua Solar Return on Investment Detail Electricity produced by solar array Minimum SREC II rate Maximum SREC II rate Grid Solar Solar SREC 11 Cumulative SREC II Cumulative Year electricity production production per KWH in KWH in$ revenue cash flow revenue cash flow 0 $0.00 0 $0 $0 ($13,165) $0 ($13,165) 1 $0.14 7,096 $1,015 $1,693 ($10,458) $2,227 ($9,923) 2 $0.15 7,061 $1,040 $1,684 ($7,733) $2,216 ($6,667) 3 $0.15 7,026 $1,066 $1,676 ($4,992) $2,058 ($3,543) 4 $0.16 6,990 $1,092 $1,586 ($2,314) $2,048 ($403) 5 $0.16 6,955 $1,119 $1,496 $302 $2,038 $2,754 6 $0.17 6,921 $1,147 $1,413 $2,863 $1,929 .$5,830 7 $0.17 6,886 $1,176 $1,337 $5,376 $1,821 $8,828 8 $0.18 6,852 $1,205 $1,267 $7,848 $1,720 $11,753 9 $0.18 6,817 $1,235 $1,198 $10,281 $1,626 $14,614 10 $0.19 6,783 $1,266 $1,130 $12,677 $1,539 $17,418 11 $0.19 6,749 $1,297 $0 $13,974 $0 $18,716 12 $0.20 6,716 $1,329 $0 $15,303 $0 $20,045 13 $0.20 6,682 $1,362 $0 $16,665 $0 $21,407 14 $0.21 6,649 $1,396 $0 $18,062 $0 $22,803 * 15 $0.22 6,615 $1,431 $0 $18,157 $0 $22,899 16 $0.22 6,582 $1,466 $0 $19,623 $0 $24,365 17 $0.23 6,549 $1,503 $0 $21,126 $0 $25,868 18 $0.24 6,517 $1,540 $0 $22,667 $0 $27,408 19 $0.24 6,484 $1,579 $0 $24,245 $0 $28,987 20 $0.25 6,452 $1,618 $0 $25,863 $0 $30,605 21 $0.26 6,419 $1,658 $0 $27,521 $0 $32,263 22 $0.27 6,387 $1,699 $0 $29,220 $0 $33,962 23 $0.27 6,355 $1,741 $0 $30,961 $0 $35,703 24 $0.28 6,324 $1,785 $0 $32,746 $0 $37,488 25 $0.29 6,292 $1,829 $0 $34,575 $0 $39,317 26 $0.30 6,260 $1,874 $0 $36,449 $0 $41,191 27 $0.31 6,229 $1,921 $0 $38,371 $0 $43,112 28 $0.32 6,198 $1,969 $0 $40,339 $0 $45,081 29 $0.33 6,167 $2,018 $0 $42,357 $0 $47,099 30 $0.34 6,136 $2,068 $0 $44,425 $0 $49,167 Lifecycle Savings $44,425 $49,167 Lifecycle Internal Rate of Return (IRR) 22.5% 26.1% Payback in Year 4 4 Assumptions: post incentive install cost$13,165, inverter replacement in 15,current price of electricity $0.14/kwh,annual electricity increase 3%,customer tax rate 30%,SREC opt-in term 10 y, Min SREC rate $265, Max SREC starting rate$349. 411 A Highland Avenue Suite 312 Somerville,MA 02144 P:617 500 3938 F:617 412 3062(www.sunbugsolar.com . , OuliOug Solar° Indirect Return on Investment: Home Value The direct return on investment calculations above do not incorporate the increased home value associated with solar, because New England-specific data is not yet at a statistically relevant sample size. However, a nation-wide study published by the Appraisal Institute estimates that property value increases by $20 for every utility-bill dollar saved due to energy improvement. Also, the U.S. Department of Energy recently found that even in soft housing markets, a home with solar will sell in half the time as one without. Location of Array 24 panels will be installed on the roof, as approximately indicated below Installation This solar PV system uses SolarWorld 265 watt All-Black panels, similar to the panels seen in this SunBug installation: 411 A Highland Avenue Suite 312 Somerville,MA 021441 P:617 500 3938 IF:617 412 3062 1 www.sunbugsolar.com SunBug Solar Installation Schedule The actual installation of your PV system should take 2 to 3 days.However, coordinating with the Commonwealth Solar II rebate program,the electric utility, building department, electrical permitting, etc.takes time, so we would schedule your solar PV installation for 8-10 weeks from receipt of signed proposal, in conjunction with rebate application timing and weather conditions. Terms and conditions Upon acceptance of this proposal, installation will be governed by the SunBug Turn-Key Installation Agreement. Payment terms require $1000 due with signed proposal, 50%of gross price on rebate approval,40%of gross price upon completion of Installation, and 10%of gross price balance paid on utility interconnection. This proposal is valid 21 days from date of issue,or until the current quarterly block of Commonwealth Solar II rebate funding expires. If this proposal meets with your acceptance, please sign below. If you have questions, call me at 617-860-2525 to talk it through. Thank you, Ben Aparo ACCEPTED: ee' - Peter Kalafarski Date 'The availability of Federal and State tax credits is dependent on Individual taxpayer information and not guaranteed by SunBug Solar.The availability and amount of rebates from Commonwealth Solar and/or your local utility are subject to change and not guaranteed by the paying party or SunBug Solar. '*Investment calculations,including projected SREC revenues,are based on Industry standards,including system specifications and output projection based on 30-year average weather data for the region. SunBug Solar makes no guarantees for system costs or savings based on this proposal,and advises customers to consul . their own Investment professional to calculate return on investment for any home or business improvement project. ***Note:It is the customers responsibility to provide an Internet connection for the monitor to plug into.Please see`SunBug Solar Monitoring Requirements'for details Document4 11/6/13 411 A Highland Avenue Suite 312 1 Somerville,MA 02144{P:617 Soo 3938 1 F:617 412 3062 1 www.sunbugsolor.com RILEY P . ENG . SERVICES STRUCTURAL ENGINEERING CONSULTANT 785 TUCKER ROAD SUITE "G" PMB 552 TEHACHAPI CA 93561 523 GUENTER CRESCENT SASKATOON SASKATCHEWAN CANADA S7N4P8 TELE: 8 0 5.6 3 0.6 6 1 9 E-MAIL:grileVDe .aol.com W W W.STRUCTURALCONSU LTING.COM December 15, 2013 Job No.: 13-373 Sun Bug Solar 411A Highland Avenue Suite 312 Somerville, Massachusetts 02144 Attention: Ms. Andrea Mitter-Burke Project Manager Re: Existing Residential Building Roof Structural Certification New Roof Mounted Solar Panels 45 Dana Street North Andover, Massachusetts 01845 At your request, the below-signed licensed professional engineer performed a structural engineering analysis of the existing roof structure at the referenced address. The purpose of this analysis was to determine if the existing roof structure is adequate to support the proposed roof mounted solar panels. This analysis is attached to this letter and it includes the roof and solar panel dead loads and the code prescribed live, snow, and wind loads. Per this analysis, it is the professional opinion of the below-signed that the existing roof structure must be strengthened per the attached detail to support the new solar panels. Sincerely, OF Mq GREG Greg �yN Greg Riley, Professional Engineer o STRUCTURAL � -, Massachusetts S.E. 45072 " No.45011 Expires 06.30.14 A9��F��ST>�a� � S�ONAL ENG�� •A%V •' Oun N)Ug Solar' Site Evaluation for Structural Engineering Customer: Peter Kalafarski Date: 11/26/13 General ❑ Address: 45 Dana Street North Andover MA 01845 ❑ ❑ Panel type, # panels & cut sheet: 24 SolarWorld 265 all-black panels ❑ Roof pitch: 26 Degrees ❑ Roof type (asphalt shingles, slate, etc.) Asphalt shingles ❑ Roof height (estimate.) %2 Story Dimensions of Supporting Members: 2x6" Rafters ❑ Sketch of attic structure 44" 144" 12" Total=200" ❑ Dimensions of individual rafters (width x height): 2x6" ❑ Dimensions of ridge beams (width x height): 2x10" ❑ Span of rafters (may be multiple segments): 12"+144"+44"=200" total span ❑ Spacing of rafters (16" OC standard): 16" OC ❑ Knee walls or collar ties? Collars ❑ Dimensions of collar ties or knee walls (width x height): 1x6" ❑ Spacing of collar ties or knee walls: every 48" ❑ Rough timber or milled timber: milled ❑ Decking (plywood, 1x planks, etc): planks ❑ Other factors that could affect structural integrity(positively or negatively) 411A Highland Avenue Suite 312 1 Somerville,MA 021441 P:617 500 3938 IF:617 462 3062 1 www.sunbugsoler.com i I ❑ Access to attic: Yes hatchway ❑ Overhangs (estimates): 12" Pictures a „ hillmWI W---- i <�F v �I t a+' d i �r i sETTS b NEW SOLAR 03 PANEL EXISTING RAFTERS EXISTING ROOF SHEATHING -------- ----- --- -- ------------------------- ADD -----------------------ADD (N) 2X6 COLLAR TIE AT EACH RAFTER (4) 16 D NAILS AT COLLAR TIE TO RAFTER ADD COLLAR TIES AT ROOF RAFTERS AT SOLAR PANELS 45 DANA STREET,NORTH ANDOVER,MASSACHUSETTS 01845 i I i 1 i Verification of Existing Roof Rafters for New Solar Panels Code: Massachusetts State Building Code 8th Edition with CAID? 780 ASCE 7-05 Project Address: 45 Dana Street, North Andover, MA 01845 Existing Condition (see attached from Sun Bug Solar): 2x6 milled wood roof rafters at 16" o.c. Equivalent rafter horizontal spans: 11 '-0"and 3'-6" Roof pitch = "6:12 Pitch" (26 degrees) (Sunbug to verify prior to construction) Roof Dead Load Roofing Framing and Materials 12 psf SolarWorld Solar Panels 3 s Total Roof Dead Load.- 15 psf Roof live load "6:12"pitch (ASCE 7-05 section 4.9.1) 18 psf Roof live load, LY = (Lo)(RI)(R2) RI = I R2 = 1.2 — 0.05(F) where F = 6 (6:12 Pitch) R2 = 0.9 < I (code maximum) Roof live load, Lr = (20 psJ)(1.0)(0.9) = 18 psf Roof Snow Loads per ASCE 7-05 section 7.4 Ground Snow Load = 50 psf Andover, MA per MA State Building Code Ps = (Cs)(Pf) where Pf= (0.7)(Ce)(C)(I)(Pg) = (0.7)(1.0)(1.0)(1 0)(50 psi Pf= 35 psf > (20)(1.0) = 20 psf(code minimum) Ps 6:12 pitch = (Cs)(Pf) = (0.8)(35 psj) = 28 psf Consider unbalanced snow loads per ASCE 7-05 Section 7.6.1 and Figure 7-5 Per ASCE 7-05 Figure 7-5, rafter span is less than 20 feet Unbalanced load = (I)(Pg)for rafter span less than 20 feet = 50 psf Unbalanced load will occur from the roof ridge "down" the full length of rafter 2 Verification of Existing Roof Rafters for New Solar Panels (Continued) Project Address: 45 Dana Street, North Andover, MA 01845 Wind Loads per ASCE 7-05 6.4.2.1 and MA State Code 780 CMR 8'h Edition Components and Cladding Basic Wind Speed at 3 second gust = 100 mph Exposure "C" at 25 foot mean roof height Pwind uplift = (A)(KzT)(I)(Ps3.o) = (1.35)(1.0)(1.0)(-39 psf) = -53 psf Pwind downward = (a)(KzT)(I)(Ps3.0) = (1.35)(1.0)(1.0)(9.6 psf) = 13 psf ASCE 7-05 Load Combinations per section 2.4.1 (Allowable Stress Design) 1. D 2. D +L 3. D + (Ln or S) 4. D + 0.75L + 0.75(Ln or S) 5. D + W 6. D + 0.75W+ 0.75L + 0.75(Ln or S) 7. 0.6D + W .Deflection per 2009 I.B.C. Table 1604.3 Live and snow =L1360 D +L = L/240 Note: Per CMR 780 section 303.3, "Existing structural elements carrying gravity loads", structural members are considered to be "ok" i increase does not exceed .f ' v 5% of total load onto member. Governing load case:ASCE 7-05 #6. D + 0.75W+ 0.75S Existing: 12 psf+ (0.75)(13z psf) + (0.75)(28 psf) = 43 psf Increase: (46 psf)/(43 psf) = 1.07 > 1.05 (5%) Per code, members must be checked. Per attached Enercalc analysis existing 2x6 roof rafters ok if collar ties are added at each rafter 3 Verification of Existing Roof Rafters for New Solar Panels (Continued) Project Address: 45 Dana Street, North Andover, MA 01845 Check Wind Uplift On Solar Panel Area of Panel: 5ft x 3ft = 15 sq.ft. (Use 20 sq ft) Uplift = (20 sq ft)(53 psjg = 1,060# Uplift per anchor = 1,060#14 anchors = 265#/anchor Per 2005 NDS specification Table 11.2A, '/"diameter lag screw with 1.5" thread penetration in withdrawl = (225#/inch)(2') = 450# > 265#ok. Use '/"diameter (or equal per solar panel manufacturer) lag screw with a minimum 2" embed into existing 2 x 6 roof rafter. Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: I and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:16 DEC 2013,9:35PM ASCE Snow Loads dlNl-1WYD0CU-11Jobs12013113-373-11Reports113.373-1.KALICALCUL-111214-1.131Enercalc113-373-1.EC6 ENERCALC,INC.1983.2013,Build:6.13.8.31,Ver:6.13.8.31 t.rr- CONSULTANTS Description: GR Job 13.373 Sunbug Kalafarski 45 Dana Street,North Andover,MA 01845 Flat Roof Snow Loads Description: 6:12 Pitch Roof per ASCE 7-05,Chapter 7 Ground Snow Load, per Fig 7-1 50.00 psf Roof Slope,Sec.7.3.4 26.00 Terrain Category C(see ASCE 7-05 Section 6.5.6) W:Horiz.Distance from eave to ridge 15.00 ft Exposure of Roof Partially Exposed Roof Configuration Monoslope Ce:Exposure Factor, Table 7-2 1.00 Ct:Thermal Factor 1.0:All not otherwise defined pf,Minimum required 0.00 psf Occupancy,per Table 1-1 11 pf,Calculated Snow Load per Equation 7-1 35.00 psf Importance Factor,Table 7-4 1.00 pf,Design Snow Load Max(pf min, pf Calc) 35.00 psf Sloped Roof Snow Loads Description: 6:12 Pitch Roof per ASCE 7-05,Chapter 7 pf:Snow Load. 28.00 psf Unobstructed&Slippery? Yes Thermal Factor 1.00 Cs 0.68 Slope 26.00 ps,Calculated Sloped Roof Snow Load 18.95 psf j Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Pdnted:16 DEC 2013,9:37PM ASCE 7-05 Simplified Procedure Wind Lo'A41YDOCU-1Uobs1201W3-373-11Reports113-373-1.KALICALCUL-111214-1.131Enercalc113-373-1.EC6 K p ENERCALC,INC.1983.2013,Build:6.13.8.31,Ver.6.13.8.31 KW-06004325 Licensee:STRUCTURAL ENGINEERING Description: GR Job 13-373 Sunbug Kalafarski 45 Dana St,North Andover,MA Analytical Values Calculations per ASCE 7-05 V:Basic Wind Speed per Sect 6.5.4&Figure 1 100.0 mph Roof Rise:Run Ratio 6:12 Occupancy per Table 1-1. II All Buildings and other structures except those listed as Category I,III,and IV Importance Factor per Sect.6.5.5,&Table 6-1 1.00 Exposure Category per 6.5.6.3,.4&.5 Exposure C MRH:Mean Roof Height 25.0 ft Lambda:per Figure 6.2,Pg 40 1.35 Effective Wind Area of Component&Cladding 25.0 ft^2 Net design pressure from table 1609.9.2.1(2)&(3)interpolated by area Roof pitch for cladding pressure >7 to 27 degrees User specified minimum design pressure 10.0 psf Topographic Factor Kzt per 6.5.7.2 1.00 LHD:Least Horizontal Dimension 15.0 ft a=max(0.04*LHD,3,min(0.10`LHD,0.4*MRH)) 3.00 ft max(0.04*LHD,3,min(0.10*LHD,0.4*MRH)) Design Wind Pressures Minimum Additional Load Case per 6.4.2.1.1=10 PSF on entire vertical plane Horizontal Pressures... Load Case#1... Zone: A = 26.87 psf Zone: C = 19.44 psf Zone: B = 10.00 psf Zone: D = 10.00 psf Load Case#2... Zone: A = 10.00 psf Zone: C = 10.00 psf Zone: B = 10.00 psf Zone: D = 10.00 psf Vertical Pressures... Load Case#1... Zone: E _ -11.88 psf Zone: G = -10.00 psf Zone: F = -16.20 psf Zone: H = -13.10 psf Load Case#2... Zone: E = 10.00 psf Zone: G = 10.00 psf Zone:e: F _ 10.00 psf Zone: H = 10.00 psf Overhangs... Load Case#1... Zone: Eoh = -22.28 psf Zone: Goh = -18.90 psf Load Case#2... Zone: Eoh = 10.00 psf Zone: Goh = 10.00 psf Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:16 DEC 2013,9:37PM ASCE 7-05 Sim lified Procedure Wind Lol�""YDOCU-11Jobs@013113-373-11Reportsl13-373-1.KALICALCUL-111214-1.131Enercaldl 3-373-1.EC6 p ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.13.8.31 i.rr- CONSULTANTS , Description: GR Job 13.373 Sunbug Kalafarski 45 Dana St,North Andover,MA Component&Cladding Design Wind Pressures Minimum Additional Load Case per 6.4.2.1.1=10 PSF on entire vertical plane Design Wind Pressure=Lambda*Kzt*Importance*Ps30 per ASCE 7-05 6.4.2.1 Eq 6-1 Roof Zone 1: Positive: 12.420 psf Negative: -21.465 psf Roof Zone 2: Positive: 12.420 psf Negative: -34.920 psf Roof Zone 3: Positive: 12.420 psf Negative: -52.650 psf Wall Zone 4: Positive: 22.973 psf Negative: -24.998 psf Wall Zone 5: Positive: 22.973 psf Negative: -29.880 psf Roof Overhang Zone 2: -45.225 psf Roof Overhang Zone 3: -67.073 psf Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:16 DEC 2013,9:42PM Wood Beam VIINh11MYDOCU-11Jobs12013113-373-11Reports113-373-56ki-(CALCUL-111214-1.131Enercalc113-373-1.EC6 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.13.8.31 r.rr- CONSULTANTS Description: Mob 13-373 Verify Existing Roof Rafters Balanced Snow 45 Dana St,North Andover,MA CODE REFERENCES Calculations per NDS 2005 Load Combination Set: IBC 2009 Material Properties Analysis Method: Load Resistance Factor D Fb-Tension 1200 psi E:Modulus of Elasticity Load Combination IBC 2009 Fb-Compr 1200 psi Ebend-xx 1800 ksi Fc-Pill 1550 psi Eminbend-xx 660 ksi Wood Species :Douglas Fir-Larch Fc-Perp 625 psi Wood Grade :No.1 &Better Fv 180 psi Ft 800 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase D(0.01995) Lr(0.01995)S(0.03724)W(0.0159M.01995) Lr(0.01995)S(0.03724)W(0.01596) 2x6 2x6 Span = 12.0 ft Span = 3.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.0150, Lr=0.0150, S=0.0280, W=0.0120 ksf, Tributary Width=1.330 ft,(Roof Loads Balanced Snow' Load for Span Number 2 Uniform Load: D=0.0150, Lr=0.0150, S=0.0280, W=0.0120 ksf, Tributary Width=1.330 ft,(Roof Loads Balanced Snow; DESIGN SUMMARY .• - Maximum Bending Stress Ratio = 0.5781 Maximum Shear Stress Ratio = 0.313 : 1 Section used for this span 2x6 Section used for this span 2x6 fb:Actual 2,232.27psi fv:Actual = 121.57 psi FB:Allowable = 3,875.04psi Fv:Allowable 388.80 psi Load Combination +1.20D+1.60S+0.80W Load Combination +1.20D+1.60S+0.80W Location of maximum on span = 12.000ft Location of maximum on span = 11.598 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.250 in Ratio= 576 Max Upward L+Lr+S Deflection -0.016 in Ratio= 2576 Max Downward Total Deflection 0.532 in Ratio= 270 Max Upward Total Deflection -0.036 in Ratio= 1164 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span#. M V Mu fb Fb Vu fv Fv +1.40D 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.178 0.097 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.44 691.47 3875.04 0.21 37.66 388.80 Length=3.50 ft 2 0.178 0.097 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.44 691.47 3875.04 0.16 37.66 388.80 +1.20D+0.50Lr+1.60L+1.60H,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.154 0.083 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.38 598.16 3875.04 0.18 32.33 388.80 Length=3.50 it 2 0.154 0.083 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.38 598.16 3875.04 0.15 32.33 388.80 +1.20D+0.50Lr+1.60L+1.60H,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block'selection. Title Block Line 6 ftled:16 DEC 2013,9:42PM wood Beam AN1-1\MYD000-1\Jobs@013\13-373-1\Reports\13-373-1.KAL\CALCUL-1\1214-1.13\Enercalc\13-373-1.EC6 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.13.8.31 r.rr- CONSULTANTS Description: GR Job 13-373 Verify Existing Roof Rafters Balanced Snow 45 Dana St,North Andover,MA Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Mu fb Fb Vu fv Fv Length=12.0 It 1 0.210 0.115 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.51 813.26 3875.04 0.24 44.54 388.80 Length=3.50 It 2 0.210 0.115 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.51 813.26 3875.04 0.18 44.54 388.80 +1.20D+0.50Lr+1.60L+1.60H,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.211 0.115 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.52 818.73 3875.04 0.25 44.59 388.80 Length=3.50 ft 2 0.211 0.115 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.52 818.73 3875.04 0.19 44.59 388.80 +1.20D+1.60L+0.50S+1.60H,LL Col 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.262 0.142 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,014.64 3875.04 0.30 55.26 388.80 Length=3.50 ft 2 0.262 0.142 1.00 1.30 1.00 1.15. 1.00 1.00 1.00 0.64 1,014.64 3875.04 0.24 55.26 388.80 +1.20D+1.60L+0.50S+1.60H,LL Col 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.262 .0.142 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,014.64 3875.04 0.30 55.26 388.80 Length=3.50 ft 2 0.262 0.142 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,014.64 3875.04 0.24 55.26 388.80 +1.20D+1.60L+0.50S+1.60H,LL Cot 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.262 0.142 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,014.64 3875.04 0.30 55.26 388.80 Length=3.50 It 2 0.262 0.142 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,014.64 3875.04 0.24 55.26 388.80 +1.20D+1.60Lr+0.50L,LL Comb Rur 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.157 0.087 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.38 610.20 3875.04 0.19 33.71 388.80 Length=3.50 ft 2 0.157 0.087 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.38 610.20 3875.04 0.19 33.71 388.80 +1.20D+1.60Lr+0.50L,LL Comb Rur 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.335 0.184 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.82 1,298.52 3875.04 0.39 71.51 388.80 Length=3.50 It 2 0.335 0.184 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.82 1,298.52 3875.04 0.27 71.51 388.80 +1.20D+1.60Lr+0.50L,LL Comb Rur 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.340 0.184 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.83 1,316.03 3875.04 0.39 71.67 388.80 Length=3.50 ft 2 0.340 0.184 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.83 1,316.03 3875.04 0.31 71.67 388.80 +1.200+1.60Lr+0.80W,LL Comb Ru 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.232 0.124 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.57 899.54 3875.04 0.27 48.20 388.80 Length=3.50 ft 2 0.232 0.124 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.57 899.54 3875.04 0.25 48.20 388.80 +1.20D+1.60Lr+0.80W,LL Comb Ru 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.410 0.224 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.00 1;587.86 3875.04 0.48 87.26 388.80 Length=3.50 It 2 0.410 0.224 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.00 1,587.86 3875.04 0.34 87.26 388.80 +1.20D+1.60Lr+0.80W,LL Comb Ru 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.414 0.225 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.01 1,605.37 3875.04 0.48 87.43 388.80 Length=3.50 ft 2 0.414 0.225 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.01 1,605.37 3875.04 0.38 87.43 388.80 +1.20D+1.60Lr-0.80W,LL Comb Ru 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.083 0.055 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.20 320.87 3875.04 0.12 21.22 388.80 Length=3.50 ft 2 0.083 0.055 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.20 320.87 3875.04 0.12 21.22 388.80 +1.20D+1.60Lr-0.80W,LL Comb Ruw 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.260 0.143 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,009.18 3875.04 0.31 55.75 388.80 Length=3.50 ft 2 0.260 0.143 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,009.18 3875.04 0.20 55.75 388.80 +1.20D+1.60Lr-0.80W,LL Comb Rw 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 it 1 0.265 0.144 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.65 1,026.70 3875.04 0.31 55.92 388.80 Length=3.50 It 2 0.265 0.144 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.65 1,026.70 3875.04 0.24 55.92 388.80 +1.20D+0.50L+1.60S,LL Comb Run 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.501 0.272 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.22 1,942.93 3875.04 0.58 105.81 388.80 Length=3.50 ft 2 0.501 0.272 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.22 1,942.93 3875.04 0.46 105.81 388.80 +1.20D+0.50L+1.60S,LL Comb Run 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.501 0.272 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.22 1,942.93 3875.04 0.58 105.81 388.80 Length=3.50 It 2 0.501 0.272 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.22 1,942.93 3875.04 0.46 105.81 388.80 +1.20D+0.50L+1.60S,LL Comb Run 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.501 0.272 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.22 1,942.93 3875.04 0.58 105.81 388.80 Length=3.50 ft 2 0.501 0.272 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.22 1,942.93 3875.04 0.46 105.81 388.80 +1.20D+1.60S+0.80W 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.576 0.313 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.41 2,232.27 3875.04 0.67 121.57 388.80 Length=3.50 It 2 0.576 0.313 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.41 2,232.27 3875.04 0.53 121.57 388.80 +1.20D+1.60S-0.80W 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.427 0.232 1.00 1.30 1.00 1.15 1.00 1.00 1.00. 1.04 1,653.59 3875.04 0.50 90.06 388.80 Length=3.50 It 2 0.427 0.232 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.04 1,653.59 3875.04 0.39 90.06 388.80 +1.20D+0.50Lr+0.50L+1.60W,LL Cc 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.304 0.164 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.74 1,176.84 3875.04 0.35 63.85 388.80 Length=3.50 It 2 0.304 0.164 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.74 1,176.84 3875.04 0.29 63.85 388.80 +1.20D+0.50Lr+0.50L+1.60W,LL Cc 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:16 DEC 2013,9:42PM Wood Beam VIIN1-11MYDOCU-11Jobs12013113-373-11Reportsll3-373-1.KALICALCUL-111214-1.131Enercalc113-373-l.EC6 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver.6.13.8.31 r.rr- CONSULTANTS : Description: GR Job 13-373 Verily Existing Roof Rafters Balanced Snow 45 Dana St,North Andover,MA Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Mu fb Fb Vu fv Fv Length=12.0 ft 1 0.359 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.88 1,391.94 3875.04 0.42 76.05 388.80 Length=3.50 ft 2 0.359 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.88 1,391.94 3875.04 0.32 76.05 388.80 +1.20D+0.5OLr+0.50L+1.60W,LL Cc 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.361 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.88 1,397.41 3875.04 0.42 76.10 388.80 Length=3.50 ft 2 0.361 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.88 1,397.41 3875.04 0.33 76.10 388.80 +1.20D+0.5OLr+0.50L-1.60W,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.005 0.008 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.01 19.49 3875.04 0.02 3.14 388.80 Length=3.50 ft 2 0.005 0.008 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.01 19.49 3875.04 0.02 3.14 .388.80 +1.20D+0.5OLr+0.50L-1.60W,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.061 0.033 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.15 234.59 3875.04 0.07 13.02 388.80 Length=3.50 ft 2 0.061 0.033 1.00 1.30 1.00 1:15 1.00 1.00 1.00 0.15 234.59 3875.04 0.04 13.02 388.80 +1.20D+0.5OLr+0.50L-1.60W,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.062 0.034 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.15 240.06 3875.04 0.07 13.07 388.80 Length=3.50 ft 2 0.062 0.034 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.15 240.06 3875.04 0.06 13.07 388.80 +1.20D+0.50L+0.50S+1.60W,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.411 0.223 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.00 1,593.32 3875.04 0.48 86.77 388.80 Length=3.50 ft 2 0.411 0.223 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.00 1,593.32 3875.04 0.38 86.77 388.80 +1.20D+0.50L+0.50S+1.60W,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.411 0.223 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.00 1,593.32 3875.04 0.48 86.77 388.80 Length=3.50 ft 2 0.411 0.223 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.00 1,593.32 3875.04 0.38 86.77 388.80 +1.20D+0.50L+0.50S+1.60W,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.411 0.223 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.00 1,593.32 3875.04 0.48 86.77 388.80 Length=3.50 ft 2 0.411 0.223 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.00 1,593.32 3875.04 0.38 86.77 388.80 +1.20D+0.50L+0.50S-1.60W,LL Coi 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.113 0.061 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.27 435.97 3875.04 0.13 23.74 388.80 Length=3.50 ft 2 0.113 0.061 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.27 435.97 3875.04 0.10 23.74 '388.80 +1.20D+0.50L+0.50S-1.60W,LL Coi 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.113 0.061 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.27 435.97 3875.04 0.13 23.74 388.80 Length=3.50 ft 2 0.113 0.061 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.27 435.97 3875.04 0.10 23.74 388.80 +1.20D+0.50L+0.50S-1.60W,LL Coi 1.30 1.00 1.15 1.00 1.00 1.00 .0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.113 0.061 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.27 435.97 3875.04 0.13 23.74 388.80 Length=3.50 ft 2 0.113 0.061 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.27 435.97 3875.04 0.10 23.74 388.80 +1.20D+0.50L+0.20S+E,LL Comb F 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.197 0.107 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 761.47 3875.04 0.23 41.47 388.80 Length=3.50 ft 2 0.197 0.107 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 761.47 3875.04 0.18 41.47 388.80 +1.20D+0.50L+0.20S+E,LL Comb F 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.197 0.107 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 761.47 3875.04 0.23 41.47 388.80 Length=3.50 ft 2 0.197 0.107 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 761.47 3875.04 0.18 41.47 388.80 +1.20D+0.50L+0.20S+E,LL Comb F 1.30 1.00 1.15 1.00 1.00 1.00 1 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.197 0.107 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 761.47 3875.04 0.23 41.47 388.80 Length=3.50 ft 2 0.197 0.107 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 761.47 3875.04 0.18 41.47 388.80 +1.20D+0.50L+0.20S-1.OE,LL Coml 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.197 0.107 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 761.47 3875.04 0.23 41.47 388.80 Length=3.50 ft 2 0.197 0.107 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 761.47 3875.04 0.18 41.47 388.80 +1.20D+0.50L+0.20S-1.OE,LL Coml 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.197 0.107 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 761.47 3875.04 0.23 41.47 388.80 Length=3.50 ft 2 0.197 0.107 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 761.47 3875.04 0.18 41.47 388.80 +1.20D+0.50L+0.20S-1.OE,LL Coml 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.197 0.107 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 761.47 3875.04 0.23 41.47 388.80 Length=3.50 ft 2 0.197 0.107 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 761.47 3875.04 0.18 41.47 388.80 +0.90D+1.60W+1.60H 1.30 1.00 • 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.264 0.143 •1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,023.19 3875.04' 0.31 55.72 388.80 Length=3.50 ft 2 0.264 0.143 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,023.19 3875.04 0.24 55.72 388.80 +0.90D-1.60W+1.60H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.035 0.019 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.08 134.16 3875.04 0.04 7.31 388.80 Length=3.50 ft 2 0.035 0.019 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.08 134.16 3875.04 0.03 7.31 388.80 +0.90D+E+1.60H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.115 0.062 1.00 130 1.00 1.15 1.00 1.00 1.00 0.28 444.52 3875.04 0.13 24.21 388.80 Length=3.50 ft 2 0.115 0.062 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.28 444.52 3875.04 0.11 24.21 388.80 +0.90D-1.0E+1.60H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the'Printing& Title Block"selection. Title Block Line 6 Printed:16 DEC 2013,9:42PM Wood BeamdlNl-11MYD0CU-11Jobs12013113-373-11Reports113-373-1.KALICALCUL-111214-1.131Enercalc113-373-1.EC6 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.13.8.31 i.rr• CONSULTANTS Description: GR Job 13.373 Verify Existing Roof Rafters Balanced Snow 45 Dana St,North Andover,MA Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Mu fb Fb Vu fv Fv Length=12.0 It 1 0.115 0.062 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.28 444.52 3875.04 0.13 24.21 388.80 Length=3.50 ft 2 0.115 0.062 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.28 444.52 3875.04 0.11 24.21 388.80 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.-"DeFl Location in Span Load Combination Max."+"Dell Location in Span D+Lr+S,LL Comb Run(L*) 1 0.5323 5.430 0.0000 0.000 2 0.0000 5.430 D+Lr+S,LL Comb Run(L*) -0.0361 1.447 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.380 1.028 -0.217 D Only 0.105 0.284 -0.051 Lr Only,LL Comb Run(*L) -0.001 0.037 0.033 Lr Only,LL Comb Run(L*) 0.097 0.222 -0.079 Lr Only,LL Comb Run(LL) 0.096 0.260 -0.046 S Only 0.179 0.485 -0.087 Lr+S,LL Comb Run(*L) 0.179 0.522 -0:054 Lr+S,LL Comb Run(L*) 0.276 0.707 -0.166 Lr+S,LL Comb Run(LL) 0.275 0.745 -0.133 W Only 0.077 0.208 -0.037 -W Only -0.077 -0.208 0.037 D+Lr,LL Comb Run(*L) 0.104 0.321 -0.018 D+Lr,LL Comb Run(L*) 0.201 0.506 -0.130 D+Lr,LL Comb Run(LL) 0.201 0.544 -0.097 D+S 0.284 0.769 -0.138 D+W 0.182 0.492 -0.088 D+Lr+S,LL Comb Run(*L) 0.283 0.806 -0.105 D+Lr+S,LL Comb Run(L*) 0.380 0.991 -0.217 D+Lr+S,LL Comb Run(LL) 0.380 1.028 -0.184 D+Lr+W,LL Comb Run(*L) 0.181 0.529 -0.055 D+Lr+W,LL Comb Run(L*) 0.278 0.714 -0.167 D+Lr+W,LL Comb Run(LL) 0.278 0.751 -0.134 i Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:16 DEC 2013,9:44PM Wood Beam v11N1-1\MYDOCU-1\Jobs\2013\13-373-1\Reports\13-373-1.KAL\CALCUL-1\1214-1.131Enercalc113-373-1.EC6 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.13.8.31 0.rt- CONSULTANTS Description: GR Job 13-373 Verify Existing Roof Rafters Unbalanced Snow 45 Dana St,Andover,MA CODE REFERENCES Calculations per NDS 2005 Load Combination Set: IBC 2009 Material Properties Analysis Method: Load Resistance Factor D Fb-Tension 1200 psi E:Modulus of Elasticity Load Combination IBC 2009 Fb-Compr 1200 psi Ebend-xx 1800 ksi Fc-PHI 1550 psi Eminbend-xx 660 ksi Wood Species :Douglas Fir-Larch Fc-Perp 625 psi Wood Grade :No.1 &Better Fv 180 psi Ft 800 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase D(0.01995) Lr(0.01995)S(0.0665)W(0.0159BX0.01995) Lr(0.01995)S(0.0665)W(0.01596) 01v 0 2x6 2x6 Span = 12.0 ft Span = 3.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.0150, Lr=0.0150, S=0.050, W=0.0120 ksf, Tributary Width=1.330 ft,(Roof Loads; Load for Span Number 2 Uniform Load: D=0.0150, Lr=0.0150, S=0.050, W=0.0120 ksf, Tributary Width=1.330 ft,(Roof Loads: DESIGN SUMMARY Offil. • Maximum Bending Stress Ratio = 0.8501 Maximum Shear Stress Ratio = 0.461 : 1 Section used for this span 2x6 Section used for this span 2x6 fb:Actual = 3,293.17 psi fv:Actual = 179.35 psi FB:Allowable = 3,875.04psi Fv:Allowable = . 388.80 psi Load Combination +1.20D+1.60S+0.80W Load Combination +1.20D+1.60S+0.80W Location of maximum on span = 12.000ft Location of maximum on span = 11.598 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.446 in Ratio= 323 Max Upward L+Lr+S Deflection -0.029 in Ratio= 1442 Max Downward Total Deflection 0.728 in Ratio= 197 Max Upward Total Deflection -0.049 in Ratio= 859 i Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Mu fb Fb Vu fv Fv +1.40D 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.178 0.097 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.44 691.47 3875.04 0.21 37.66 388.80 Length=3.50 ft 2 0.178 0.097 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.44 691.47 3875.04 0.16 37.66 388.80 +1.20D+0.50Lr+1.60L+1.60H,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12,.0 It 1 0.154 0.083 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.38 598.16 3875.04 0.18 32.33 388.80 Length=3.50 ft 2 0.154 0.083 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.38 598.16 3875.04 0.15 32.33 388.80 +1.20D+0.50Lr+1.60L+1.60H,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:16 DEC 2013,9:44PM Wood Beam A1N1-11MYD0CU-11Jobs12013113-373-11Reports113-373-1.KALICALCUL-111214-1.131Enercalc113-373-1.EC6 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver.6.13.8.31 r.rr- CONSULTANTS Description: GR Job 13-373 Verify Existing Roof Rafters Unbalanced Snow 45 Dana St,Andover,MA Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Mu fb Fb Vu fv Fv Length=12.0 ft 1 0.210 0.115 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.51 813.26 3875.04 0.24 44.54 388.80 Length=3.50 ft 2 0.210 0.115 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.51 813.26 3875.04 0.18 44.54 388.80 +1.20D+0.50Lr+1.60L+1.60H,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.211 0.115 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.52 818.73 3875.04 0.25 44.59 388.80 Length=3.50 ft 2 0.211 0.115 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.52 818.73 3875.04 0.19 44.59 388.80 +1.20D+1.60L+0.50S+1.60H,LL Coi 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.347 0.189 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.85 1,346.17 3875.04 0.40 73.31 388.80 Length=3.50 ft 2 0.347 0.189 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.85 1,346.17 3875.04 0.32 73.31 388.80 +1.20D+1.60L+0.50S+1.60H,LL Coi 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.347 0.189 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.85 1,346.17 3875.04 0.40 73.31 388.80 Length=3.50 ft 2 0.347 0.189 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.85 1,346.17 3875.04 0.32 73.31 388.80 +1.20D+1.60L+0.50S+1.60H,LL Coi 1.30 . 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.347 0.189 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.85 1,346.17 3875.04 0.40 73.31 388.80 Length=3.50 ft 2 0.347 0.189 1..00 1.30 1.00 1.15 1.00 1.00 1.00 0.85 1,346.17 3875.04 0.32 73.31 388:80 +1.20D+1.60Lr+0.50L,LL Comb Rui 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.157 0.087 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.38 610.20 3875.04 0.19 33.71 388.80 Length=3.50 ft 2 0.157 0.087 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.38 610.20 3875.04 0.19 33.71 388.80 +1.20D+1.60Lr+0.50L,LL Comb Rut 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.335 0.184 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.82 1,298.52 3875.04 0.39 71.51 388.80 Length=3.50 ft 2 0.335 0.184 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.82 1,298.52 3875.04 0.27 71.51 388.80 +1.20D+1.60Lr+0.50L,LL Comb Rur 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.340 0.184 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.83 1,316.03 3875.04 0.39 71.67 388.80 Length=3.50 ft 2 0.340 0.184 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.83 1,316.03 3875.04 0.31 71.67 388.80 +1.20D+1.60Lr+0.80W,LL Comb Ru 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.232 0.124 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.57 899.54 3875.04 0.27 48.20 388.80 Length=3.50 ft 2 0.232 0.124 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.57 899.54 3875.04 0.25 48.20 388.80 +1.20D+1.60Lr+0.80W,LL Comb Ru 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.410 0.224 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.00 1,587.86 3875.04 0.48 87.26 388.80 Length=3.50 ft 2 0.410 0.224 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.00 1,587.86 3875.04 0.34 87.26 388.80 +1.20D+1.60Lr+0.80W,LL Comb Ru 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.414 0.225 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.01 1,605.37 3875.04 0.48 87.43 388.80 Length=3.50 ft 2 0.414 0.225 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.01 1,605.37 3875.04 0.38 87.43 388.80 +1.20D+1.60Lr-0.80W,LL Comb Rui 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.083 0.055 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.20 320.87 3875.04 0.12 21.22 388.80 Length=3.50 ft 2 0.083 0.055 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.20 320.87 3875.04 0.12 21.22 388.80 +1.20D+1.60Lr-0.80W,LL Comb Rui 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.260 0.143 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,009.18 3875.04 0.31 55.75 388.80 Length=3.50 ft 2 0.260 0.143 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,009.18 3875.04 0.20 55.75 388.80 +1.20D+1.60Lr-0.80W,LL Comb Rui 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.265 0.144 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.65 1,026.70 3875.04 0.31 55.92 388.80 Length=3.50 It 2 0.265 0.144 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.65 1,026.70 3875.04 0.24 55.92 388.80 +1.20D+0.50L+1.60S,LL Comb Run 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.775 0.421 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.89 3,003.84 3875.04 0.90 163.59 388.80 Length=3.50 ft 2 0.775 0.421 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.89 3,003.84 3875.04 0.71 163.59 388.80 +1.20D+0.50L+1.60S,LL Comb Run 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.775 0.421 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.89 3,003.84 3875.04 0.90 163.59 388.80 Length=3.50 ft 2 0.775 0.421 1.00 1.30 1.00 1,15 1.00 1.00 1.00 1.89 3,003.84 3875.04 0.71 163.59 388.80 +1.20D+0.50L+1.60S,LL Comb Run 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.775 0.421 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.89 3,003.84 3875.04 0.90 163.59 388.80 Length=3.50 ft 2 0.775 0.421 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.89 3,003.84 3875.04 0.71 163.59 388.80 +1.20D+1.60S+0.80W 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.850 0.461 1.00 1.30 1.00 1.15 1.00 1.00 1.00 2.08 3,293.17 3875.04 0.99 179.35 388.80 Length=3.50 ft 2 0.850 0.461 1.00 1.30 1.00 1.15 1.00 1.00 1.00 2.08 3,293.17 3875.04 0.78 179.35 388.80 +1.20D+1.60S-0.80W 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.701 0.380 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.71 2,714.50 3875.04 0.81 147.84 388.80 Length=3.50 It 2 0.701 0.380 1.00 1.30 1.00 1.15, 1.00 1.00 1.00 1.71 2,714.50 3875.04 0.64 147.84 388.80 +1.20D+0.50Lr+0.50L+1.60W,LL Cc 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.304 0.164 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.74 1,176.84 3875.04 0.35 63.85 388.80 Length=3.50 ft 2 0.304 0.164 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.74 1,176.84 3875.04 0.29 63.85 388.80 +1.20D+0.50Lr+0.50L+1.60W,LL Q 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:16 DEC 2013,9:44PM Wood Beam AINHWDOCU-1Wobs12013113-373-11Reports113-373-1.KAL\CALCUL-1\1214-1.131Enercalc113-373-1.EC6 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.13.8.31 r.trCONSULTANTS Description: GR Job 13-373 Verify Existing Roof Rafters Unbalanced Snow 45 Dana St,Andover,MA Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Mu fb Fb Vu fv Fv Length=12.0 It 1 0.359 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.88 1,391.94 3875.04 0.42 76.05 388.80 Length=3.50 It 2 0.359 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.88 1,391.94 3875.04 0.32 76.05 388.80 +1.20D+0.5OLr+0.50L+1.60W,LL Cc 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.361 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.88 1,397.41 3875.04 0.42 76.10 388.80 Length=3.50 ft 2 0.361 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.88 1,397.41 3875.04 0.33 76.10 388.80 +1.20D+0.5OLr+0.50L-1.60W,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.005 0.008 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.01 19.49 3875.04 0.02 3.14 388.80 Length=3.50 ft 2 0.005 0.008 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.01 19.49 3875.04 0.02 3.14 388.80 +1.20D+0.5OLr+0.50L-1.60W,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.061 0.033 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.15 234.59 3875.04 0.07 13.02 388.80 Length=3.50 ft 2 0.061 0.033 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.15 234.59 3875.04 0.04 13.02 388.80 +1.20D+0.5OLr+0.50L-1.60W,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.062 0.034 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.15 240.06 3875.04 0.07 13.07 388.80 Length=3.50 ft 2 0.062 0.034 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.15 240.06 3875.04 0.06 13.07 388.80 +1.20D+0.50L+0.50S+1.60W,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.497 0.270 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.21 1,924.85 3875.04 0.58 104.83 388.80 Length=3.50 It 2 0.497 0.270 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.21 1,924.85 3875.04 0.46 104.83 388.80 +1.20D+0.50L+0.50S+1.60W,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.497 0.270 1.00 1.30. 1.00 1.15 1.00 1.00 1.00 1.21 1,924.85 3875.04 0.58 104.83 388.80 Length=3.50 ft 2 0.497 0.270 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.21 1,924.85 3875.04 0.46 104.83 388.80 +1.20D+0.50L+0.50S+1.60W,LL Co 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.497 0.270 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.21 1,924.85 3875.04 0.58 104.83 388.80 Length=3.50 ft 2 0.497 0.270 1.00 1.30 1.00 1.15 1.00 1.00 1.00 1.21 1,924.85 3875.04 0.46 104.83 388.80 +1.20D+0.50L+0.50S-1.60W,LL Cot 1.30 1.00 1.15 1.00 1,00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.198 0.108 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 767.50 3875.04 0.23 41,80 388.80 Length=3.50 It 2 0.198 0.108 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 767.50 3875.04 0.18 41.80 388.80 +1.20D+0.50L+0.50S-1.60W,LL Cot 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.198 0.108 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 767.50 3875.04 0.23 41.80 388.80 Length=3.50 It 2 0.198 0.108 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 767.50 3875.04 0.18 41.80 388.80 +1.20D+0.50L+0.50S-1.60W,LL Cot 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.198 0.108 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 767.50 3875.04 0.23 41.80 388.80 Length=3.50 It 2 0.198 0.108 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.48 767.50 3875.04 0.18 41.80 388.80 +1.20D+0.50L+0.20S+E,LL Comb F 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.231 0.125 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.56 894.08 3875.04 0.27 48.69 388.80 Length=3.50 It 2 0.231 0.125 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.56 894.08 3875.04 0.21 48.69 388.80 +1.20D+0.50L+0.20S+E,LL Comb F 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.231 0.125 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.56 894.08 3875.04 0.27 48.69 388.80 Length=3.50 It 2 0.231 0.125 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.56 894.08 3875.04 0.21 48.69 388.80 +1.20D+0.50L+0.20S+E,LL Comb F 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.231 0.125 1..00 1.30 1.00 1.15 1.00 1.00 1.00 0.56 894.08 3875.04 0.27 48.69 388.80 Length=3.50 ft 2 0.231 0.125 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.56 894.08 3875.04 0.21 48.69 388.80 +1.20D+0.50L+0.20S-1.OE,LL Coml 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.231 0.125 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.56 894.08 3875.04 0.27 48.69 388.80 Length=3.50 ft 2 0.231 0.125 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.56 894.08 3875.04 0.21 48.69 388.80 +1.20D+0.50L+0.20S-1.OE,LL Coml 1 1.30 1.00 1.15 1.00 1.00 1.00 .0.00 0.00 0.00 0.00 Length=12.0 It 1 0.231 0.125 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.56 894.08 3875.04 0.27 48.69 388.80 Length=3.50 ft 2 0.231 0.125 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.56 894.08 3875.04 0.21 48.69 388.80 +1.20D+0.50L+0.20S-1.OE,LL Coml 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.231 0.125 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.56 894.08 3875.04 0.27 48.69 388.80 Length=3.50 ft 2 0.231 0.125 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.56 894.08 3875.04 0.21 48.69 388.80 +0.90D+1.60W+1.60H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.264 0.143 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,023.19 3875.04 0.31 55.72 388.80 Length=3.50 ft 2 0.264 0.143 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,023.19 3875.04 0.24 55.72 388.80 +0.90D-1.60W+1.60H ' 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.035 0.019 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.08 134.16 3875.04 0.04 7.31 388.80 Length=3.50 ft 2 0.035 0.019 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.08 134.16 3875.04 0.03 7.31 388.80 +0.90D+E+1.60H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 It 1 0.115 0.062 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.28 444.52 3875.04 0.13 24.21 388.80 Length=3.50 ft 2 0.115 0.062 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.28 444.52 3875.04 0.11 24.21 388.80 +0.90D-1.0E+1.60H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 i Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block'selection. Title Block Line 6 Pdnted:16 DEC 2013,9:44PM Wood BeamdlNl-11MYDOCU-11Jobs12013113-373-11Reports113-373-1.KAUCALCUL-111214-1.131Enercaic113-373-1.EC6 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver.6.13.8.31 r.rr • Description: GR Job 13-373 Verify Existing Roof Rafters Unbalanced Snow 45 Dana St,Andover,MA Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Mu fb Fb Vu fv Fv Length=12.0 it 1 0.115 0.062 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.28 444.52 3875.04 0.13 24.21 388.80 Length=3.50 It 2 0.115 0.062 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.28 444.52 3875.04 0.11 24.21 388.80 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Dell Location in Span Load Combination Max."+"Defl Location in Span D+Lr+S,LL Comb Run(L*) 1 0.7284 5.430 0.0000 0.000 2 0.0000 5.430 D+Lr+S,LL Comb Run(L*) -0.0489 1.447 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.521 1.409 -0.285 D Only 0.105 0.284 -0.051 Lr Only,LL Comb Run(*L) -0.001 0.037 0.033 Lr Only,LL Comb Run(L*) 0.097 0.222 -0.079 Lr Only,LL Comb Run(LL) 0.096 0.260 -0.046 S Only 0.320 0.866 -0.155 Lr+S,LL Comb Run(*L) 0.319 0.903 -0.122 Lr+S,LL Comb Run(L*) 0.416 1.088 -0.234 Lr+S,LL Comb Run(LL) 0.416 1.126 -0.201 W Only 0.077 0.208 -0.037 -W Only -0.077 -0.208 0.037 D+Lr,LL Comb Run(*L) 0.104 0.321 -0.018 D+Lr,LL Comb Run(L*) 0.201 0.506 -0.130 D+Lr,LL Comb Run(LL) 0.201 0.544 -0.097 D+S 0.425 1.150 -0.206 D+W 0.182 0.492 -0.088 D+Lr+S,LL Comb Run(*L) 0.424 1.187 -0.173 D+Lr+S,LL Comb Run(L*) 0.521 1.372 -0.285 D+Lr+S,LL Comb Run(LL) 0.521 1.409 -0.252 D+Lr+W,LL Comb Run(*L) 0.181 0.529 -0.055 D+Lr+W,LL Comb Run(L*) 0.278 0.714 -0.167 D+Lr+W,LL Comb Run(LL) 0.278 0.751 -0.134 i 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 51.00: continued TABLE R301.2(4)MASSACHUSETTS BASIC WIND SPEEDS <90 MPH 90 MPH 100 MPH I10 MPH Adams Acton New Braintree Abington Middleton Acushnet Alford Agawam New Marlborough Amesbury Milford Aquinnah Ashfield Amherst New Salem Andover Millis Barnstable Becket Ashburnham North Brookfield Arlington Ivlillville Bourne Beinardston Ashby Northampton Ashland Milton Brewster Buckland Athol Northborough Attleboro Nahant Carver Cheshire Auburn Northfield Avon Natick Chatham Clarksburg Ayer Oakham Bedford Needham Chillmark Colrain Barre Orange Bellingham Newbury Dartmouth Cummington Belchertown Otis Belmont Newburyport Dennis Dalton Berlin Palmer Berkley Newton Duxbury Egremont Blandford Paxton Beverly Norfolk Eastham Florida Bolton Pelham Billerica North Andover Edgartown Great Barrington Boxborough Pepperell Blackstone North Attleborough Fairhaven Greenfield Boylston Petersham Boston North Reading Fall River Hancock Brimfield Phillipston Boxford Northbridge Falmouth Hawley Brookfield Princeton Braintree Norton Freetown Heath Carlisle Rolyalston Bridgewater Norwell Gay Head Hinsdale Charlton Russell Brockton Norwood Gosnold Lanesborough Chelmsford Rutland Brookline Oxford Halifax Lee Chester Sandisfield Burlington Peabody Harwich Lenox Chesterfield Shirley Cambridge Plainville Kingston Leyden Chicopee Shrewsbury Canton Quincy Lakeville Middlefield Clinton Shutesbury Chelsea Randolph Marion Monroe Conway South Hadley Cohasset Raynham Marshfield Monterey Deerfield Southampton Concord Reading Mashpee Mount Washington Dracut Southbridge Danvers Rehoboth Mattapoisett New Ashford Dunstable Southwick Dedham Revere Middleborough North Adams East Brookfield Spencer Dighton Rockland Nantucket Peru East Longmeadow Springfield Douglas Rockport New Bedford Pittsfield Easthampton Sterling Dover Rowley Oak Bluffs Plainfield Erving Stow Dudley Salem Orleans Richmond Fitchburg Sturbridge East Bridgewater Salisbury Pembroke Rowe Gardner Sunderland Easton Saugus Plymouth Savoy Gill Templeton Essex Seekonk Plympton Sheffield Goshen Tolland Everett Sharon Provincetown Shelburne Granby Townsend Foxborough Sherborn Rochester Stockbridge Granville Tyngsborough Framingham Somerville Sandwich Tyringham Groton Wales Franklin Southborough Scituate Washington Hadley Ware Georgetown Stoneham Somerset West Stockbridge Hampden Warren Gloucester Stoughton Swansea Williamstown Hardwick Warwick Grafton Sudbury Tisbury Windsor Harfield Wendell Groveland Sutton Truro Worthington Harvard West Boylston Hamilton Swampscott Wareham Holden West Brookfield Hanover Taunton Welfleet Holland West Springfield Hanson Tewksbury West Tisbury Holyoke Westfield Haverhill Topsfield Westport Hubbardston Westford Hingham Upton Yarmouth Hudson Westhampton Holbrook Uxbridge Huntington Westminster Holliston Wakefield Lancaster Whately mm Walpole Lawrence Wilbraham Hopkington Waltham Leicester Williamsburg Hull Watertown Leominster Winchendon Ipswich Wayland Leverett Worcester Lexington Webster Littleton Lincoln Wellesley Longmeadow Lynn W enham Lowell Lynnfield West Bridgewater Ludlow Malden West Newbury Lunenburg Manchester Westborough Maynard Mansfield Weston . Methuen Marblehead Westwood Millbury Marlborough Weymouth Monson Medfield Whitman Montague Medford Willmington Montgomery Medway Winchester Melrose Winthrop Mendon Woburn Merrimac Wrentham 2/4/11 780 CMR-Eighth Edition-212 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 51.00: continued FIGURE R301.2(5)Delete this Figure and replace with Table R301.2(5)for ground snow loads,Pg TABLE R301.2(5)MASSACHUSETTS GROUND SNOW LOADS,P 25 PSF 35 PSF 40 PSF 40 PSF 50 PSF Brewster Abington Alford Nahant Acton Goshen Paxton Carver Agawam Arlington Natick Adams Greenfield Pepperell Chatham Amherst Ashland Needham Amesbury Groton Peru astham Avon Belmont New Braintree Andover Groveland Petersham Harwich Belchertown Bellingham New Marlborough Ashbumham Hamilton Phillipston Martha's Vineyard Braintree Beverly ew Salem Ashby Hancock Pittsfield Nantucket Brockton Blackstone Newton Ashfield Harvard Plainfield Orleans Chicopee Blandford Norfolk Athol Haverhill Princeton Plymouth Cohasset Boston North Brookfield Auburn Hawley Reading rovincetown East Longmeadow Brimfield Northampton Ayer Heath Richmond Truro Easton Brookfield Northbridge Barre Hinsdale Rockport Wareham Foxborough Brookline Norwood Becket Holden Rolyalston ellfleet Granby Cambridge Peabody Bedford Hubbardston Rowe Hadley Canton Pelham Berlin Hudson Rowley Hampden Charlton Quincy Bemardston Huntington Rutland Hingham Chelsea Revere Billerica Ipswich Salisbury Holbrook Dedham Russell Bolton Lancaster Sandisfield 30 PSF Holyoke Douglas Salem Boxborough Lanesborough Savoy cushnet Hull Dover Saugus Boxford Lawrence Shelburne Attleboro Longmeadow Dudley Sheffield Boylston Lee Shirley Barnstable Ludlow East Brookfield Sherborn Buckland Leicester Shrewsbury Berkley Mansfield Easthampton Shutesbury Burlington Lenox Spencer Bourne Monson Egremont Somerville Carlisle Leominster Sterling Bridgewater North Attleborough Everett Southampton Charlemont Leyden Stockbridge Dartmouth Norwell Framingham Southborough Chelmsford Littleton Stow Dennis Palmer Franklin Southbridge Cheshire Lowell Templeton Dighton Plainville Grafton Stoneham Chester Lunenburg Tewksbury uxbury Randolph Granville Sturbridge Chesterfield Maynard Topsfield East Bridgewater Rockland Great Barrington Sudbury Clarksburg Merrimac Townsend Fairhaven Scituate Hardwick Sunderland Clinton Methuen Tyngsborough Fall River Sharon Hatfield Sutton Colrain Middlefield Tyringham Falmouth South Hadley Holland Swampscott Concord Millbury Warwick Freetown Southwick Holliston Tolland Conway Monroe Washington osnold Springfield Hopedale Upton Cummington Montague Wendell Halifax Stoughton Hopkington Uxbridge Dalton Monterey Wenham anover West Springfield Leverett Wakefield Danvers New Ashford West Boylston anson Westfield Lexington Wales Deerfield Newbury West Newbury ingston Weymouth Lincoln Walpole Dracut Newburyport West Stockbridge Lakeville Wilbraham Lynn Waltham Dunstable North Adams Westford Marion Lynnfield Ware Erving North Andover Westminster Marshfield Malden W arren Essex North Reading Williamsburg ashpee Manchester Washington Fitchburg . Northborough Williamstown attapoisett Marblehead Watertown Florida Northfield Willmington Middleborough Marlborough Wayland Ciardner Oakham Winchendon New Bedford Medfield Webster Georgetown Orange Windsor Norton Medford Wellesley Gill Otis Worcester Pembroke Medway West Brookfield Gloucester Oxford Worthington lympton Melrose Westborough aynham Mendon Westhampton Rehoboth Middleton Weston Rochester Milford Westwood Sandwich Millis Whately Seekonk Millville Winchester Somerset Milton Winthrop Swansea Montgomery Woburn Taunton Mount Washington Worcester West Bridgewater Wrentham Westport Whitman 2/4/11 780 CMR-Eighth Edition-213 1 T" N0RT1t q l BUILDING PERMIT TOWN OF NORTH ANDOVER ° o APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received , +` A Date Issued: c CHU IMPO`RRTAANT: Applicant must complete all items on this page LOCATION —[T ) PROPERTY OWNER � �( `(�,� Print MAP NO: _PARCEL05 ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE ResO@ntial Non- Residential ❑ New Building ne family ❑Addition ❑ Two or more family ❑ Industrial ❑A teration No. of units: ❑ Commercial epair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑ Water/Sewer Identification Please Type or Print Clearly) c� OWNER: Name: `t'C,� a �� Phone:q Address: CONTRACTOR Name Phone: ac-�' Address: Supervisor's Construction License,,, Exp. Date: Home Improvement License: Exp. Date: _o�o_ ao ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.-$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST B SED ON$125.00 PER S.F. Total Project Cost: $ — FEE: $ Check No.: Receipt No.: NOTE: Perso s ac ng with unregistered contractors do not have ess to aranty fund -- ignature of Agent/Owner Signature of contracto r I TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit N0: Date Received Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Old Structure yes no MAP NO: PARCEL: ZONING DISTRICT Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT. PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑ Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: CONTRACTOR Name: Phone: _ Address: + Supervisor's Construction License: Exp. Date: Home Improvement License: _ Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund ..y S 'ignat1ure of Agent/Owner Signature of contractor Plans Submitted E Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans Plans Submitted ❑ PlansWaived-[] Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF-:SEW-ERAGEDiS-POSAL Public Sewer ❑ Tanning/Massage/Body Art ❑. . Swimming Pools El Well ❑ Tobacco.Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc.. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE. REJECTED DATEAPPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: :Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW ToNvo Engineer: Signature: Located 384 Osgood Street �'FIRE D°EPARTI�I;�_iVT Temp Dumpster onsite yes no t .Located-at 124 Mair Street 'Fire-De p eiit signature/date_ COMMENTS_ Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. .Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL-chapter 166 Section 21A-F and G min.$100-$l000.fine NOTES and DATA— (For department use I i I ® Notified for pickup - Date i Doc.Building Permit Revised 2010 1 ` Building Department The foh,3wing W 41ist of the required.forms to be filled out for the appropriate.permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or G.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster.permits require sign off from Fire-Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cans.if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apo%-al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm.tted with the building application Doc: Doc.Building permit Revised 2012 . Location .l No. Date . - TOWN OF NORTH ANDOVER S ED -. Certificate of Occupancy $ Building/Frame Permit Fee $ - Foundation Permit Fee $ ' Other Permit Fee $ TOTAL $ Check# � U v Building Inspector 'ian"s Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ ,.r TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMENTS CONSERVATION ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature&Date Driveway Permit Located at 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date ^_z y COMMENTS T. EIN 13 MA# g.HI #14 Haverhill MA 978.374.9224 MA Reg.HIC#149221 �� MA Lic.UCS#78130 Lawrence MA 978.687.7339 BBB. Single-Ply License#1711 �ooting Hampton NIJ'603.929.9224 Hampstead NH 603.329.8200 SC+11c.Pi1932 CO- Toll Free 1.888.SOS.ROOF 265 Winter Street Haverhill.MA 01830 �} 1/.*Licensed *Insured *Factory Trained *Factory Certified Name: F P r> C Ca rs i Date: 10 7 /� Telephone: 320 ° '15 Alt.Telephone: Email: Billing Address: An[2ak f State: . Job Address: City: State: Scope of Work [Strip and Re-roof ❑Re-roof Approximate Roof Area: ❑ Prepare for re-roofing by ensuring all safety measures in accordance with OSHA standard regulations and landscape is properly protected. ❑ Remove existing layers of shingles down to roof deck and dispose of in a legal fashion from the job site. ❑ Inspect wood deck,if we discover any rotted wood,replacement will will performed at*$ 3_A5 per LF for roof deck boards. If substantial deck rot is discovered,re-sheathing of roof deck can be performed at*$--L-per SE If individual sheets are found to be rotted/or de-laminated,removal,disposal and replacement will be performed at*$ ;`�r�'= per sheet.If any trim boards are rotted, replacement will be performed at*$ {�"'' per LF for new pre-primed pine.Inspect siding at roof line and all flashing behind siding,if we discover any damaged flashing or siding at the roof line,replacement will be performed at*$i = If wood deck,siding,and flashing is sound,we will re-nail any loose wood to rafters, sweep deck,and prepare for roofing. ❑ Install 8"drip edge to all rakes and eaves. Color J,&9 %Ao, ❑ Apply ice&water shield(UNDERLAYMENT)as per manufacturers'specifications an r /� El Apply premium(UNDERLAYMENT)to the balance of the exposed wood deck. ❑ Re-flash all plumbing stack pipes,and any roof penetrations as required and dictated by good roof practice to ensure water tightness. ❑ If upon inspection,we discover chimney lead to be worn or deteriorated,replacement will be performed at ❑ Install a new: 3 0 Year ❑ Traditional A'Architectural ❑ Designer .Color _.❑ Furnish and Install a new shingle over style ridge vent system ❑Soffit vent system*$ ❑ All debris generated by Lambert Roofing Co.,Inc.will be cleaned up and disposed of from the job site in a legal fashion.Under no circumstances will the watertight integrity of the building be compromised. ` Special Notes-' ® f Vie? o, ` ^o � , v� E✓ � r !�^{,gyp \ .�iLa!" �r•f` Ar Z:. q _.^ rc0 UPON COMPLETION AND PAYMENT IN FULL, ROOF SHALL HAVE A WORKMANSHIP GUARANTEE FOR A PERIOD OF 10 YEARS HONORED AND ISSUED BY THE LAMBERT ROOFING COMPANY AND 6 YEARS HONORED AND ISSUED BY THE SHINGLE MANUFACTURER. ❑MANUFACTURER UPGRADE *$ , *Denotes potential additional costs above the total estimated price. TOTAL CONTRACT PRICE AND PAYMENT SCHEDULE 610 The Contractor agrees to perform the work, furnish the materials and labor specified above for the total sum of:$ / . (*) (Dollars) Payment will be made according to the following work schedule: S $ deposit upon signing contract V $ by_/_/_or upon comp et&n of $ upon completion of contract. (Law forbids demanding full payment until contract is completed to both party's satisfaction) You may cancel this agreement if it has been signed at a place other than the contractor's normal place of business,provided you notify the contractor in writing at his/her main office or branch office by ordinary mail posted,by telegram or by delivery,not later than midnight of the third business day following the signing of this agreement. See attached notice of cancellation for for an explanation of this right. DO NOT SIGN THIS CONTRACT IF THERE ANY BLANK SPACES Acceptance of the Contract Proposal Home Owners Si natures : 16 CZ 1 ( ) g ( ) Date: Contractor's Signature: 'r Date: _____ _. • www-lamhartrnnfinar �+nml E if / ORT11 FN Town of , ndover No. 6 t = - h ver, Mass, �� COC LA"WICK ADRgTED PPp,�'�y S U BOARD OF HEALTH PER T LD Food/Kitchen Septic System THIS CERTIFIES THAT .. .... •. O► BUILDING INSPECTOR •. Foundation has permission to erect .......................... buildings on .. ' '...... o.► ...... ••'••••••••••••••••••• Rough tobe occupied as ...................... .. ... ... ........... .............. .. .:":�,................................. Chimney provided that the person accepting this permit shall in every respect confor t the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. - Final PERMIT EXPIRES IN UIONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUC S S Rough Service ........... ................................................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SEE REVERSE SIDE peg W V C.NS ,t4'0 -S*a r1da,as -U0;ilk 1p'n CS-078130 RICHARD 3 LAMBERT 245 WINTER STREET Haverhill MA 01930 06/02/2014 K g Office of Consumer Affairs and Ffusiness Regulation itE 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 149221 Type: Private Corporation T.G.L.R.0 dba Lambert Roofing Company Expiration- tTr# 218746 RICHARD LAMBERT 265 WINTER STREET HAVERHILL, MA 01830 Update Address and return card.Mark reason for change. OPS-CA: Address Renewal Employment Lost Card DATE j.W1;1 DDfyyyy) CERTIFICATE OF LIABILITY INSURANCE THIS CER Ti:z!CATE IS ,ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFiCA' TF HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AIMEND, EXTEND OR ALTER �HECOVERAGE AFFORDED BY THE POLICIES BELOW. HIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CON1,RACT BETWE-EiN THE 13SUING"tNSURER(s), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. Certificate holder is an ADDITIONAL iNSU the po�h st "Qe etldWse,j. il SUBROGA"':'10N 1S WAIVED, subject to erins and conditions of the p I olicy,certain policies may require an endorsement. A. 5taternen'�on this ct?q, ;� ificate dGes not confer rights to the i CfTate Inoldor r-iieu of such endorseinent(s). NAME Jej:rold PHONF a1AJq!'_R' �'A.GFUNCY j7qC I Wr PJ� f 978) 745-5905 1 A 2,nd FI,:= i jerro d, aliar_jrlou�_'71' C E R�G 'ice'/0-0511 NAIC p...... INSURERA lllercur-y- Co .................. INSURER-Safety lasuremce C 0,T.D a ................. INSURER C:Chart J s 1—lislaranc e Cornpaa-v 'Cc ra"D a_n-y g INSURERL):Ace American _Zn_suizar.ce INSURER E A-Ce -Ainericar� TT' ,i ail- co- Muk 0.1.830- INSURER F, ,�--VERAGES CERTIFICATE NUMBER: REViSION NUMBER- H' T F` POL IC I E S OF INSURANCE LISTED] BF-10'_' - �N HAVE BEEN 6SUED T 0-1 HE ;NSURED NAMED ABOV�L FOR THIE POLICY PERIOD NC;,PiA TH S14aNDI N C ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACI CP 1,_)THER (RESPECT TO 110111CH THIS Y BE SED OR MAY PERTAIN, THE INSURANCE AFFORDED By THE POLICIES DESCRISEn "REIN iS S",JR'ECT TO PLL THE TE'R D'. �Dr S(jCH,POLICIES NIS, LIMITS SHOWN f1v1AY HAVE BEEN RED 'UCED BY PAi[i,,, i..V!S 1-(PF OF INSURANCc POLICY Ntj!�JqER QLI Y EFF i PGUCyExP Iif wvwryyyy LWITS C, F.J 1,000,0 I J A M, 7. 7 2,000,000 ;-0oo,of'o i 000 000 to 7/ 130" N F 13 51 000,000 51000,00-0 .............. -------- �f N_F N IBE01 77 214 04 11/21/ 0 12 lil/12 12C,j3 t:AE;jL- .7 N Ai fi ........... 0 213 2 0 12,-J 6,12,P,1 20 i1000,000 -- _4S 2 8 2 0 1 !to 8 s/2 0 �j -- -- — DiSF j%jj j I I 000 000 & 1!!;22 012'12 2/`2 Q 1-000,000 OttACOACORD AddilionatRemark*Schedu!u.rtmor.spaco Isrqui.,,ji CERTIFICAT_E -Ho; iEw CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLiCfES BE CANCELLED BEFORE THE EXPIRATION DATE 'THEPEOF. NOTiCE WiLl_ BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. jj e S 11111FIENTAT,VE KA 0i830- ACORD 25(2, i !;C�T d - 1 -2010 ACORN C'0RPO RATION, All rights reserved. The A CORD,name a,,Id loan Arta T,,:, /��emsyy'�y, LAMERCS-0T78130 PJCHA1[D J LAMER 8 ' 245 WINTER STREET T Haverhifl MA 01830 06102/2014 Off= of Consumer .Affairs and business Regulation 10 Park✓ Plaza e Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 14'D-421 Tvpe: Private r;orpotation •G.L.R.0 dba Lambert Roofing Cofnpan Expiration: 1:21s/2913 218746 RICA-;ARD LAMBERT _--_- 266 WINTER STREET HAVERHILL, MA 01830 Update Address and return card.Maik reason for change. - --- Address ' Renewal '_i �t ewai EMPIOpanent F_..i Lost Caro,