Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
109 COLUMBUS AVE - BUILDING INSPECTION
RECEIVED VICES The Commonwealth of Massachusetts AL , Board of Building Regulations and Standards CITY Massachusetts State Building C Mode,780 CMR Z� 5R�22 I 51 Building Permit Application To Construct,Repair,Renovate Or Demolish aS (, One-or Two-Family Dwelling This Section For OffictAkUse Only Building Permit Number: Date lied: r Building Official(Print Name) Signature I �—Datete ( SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Aissessors Map&Par!cel Numbers Ir 1 109 Columbus Avenue 1.la Is this an accepted street?yes_ no Map Number Parcel Number 13 Zoning Information: 1A Properly Dimensio residence Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) IS Building Setbacks(ft) Front Yard Side Yards I Rear Yard Required Provided Requred i Provided [required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Swage Disposal System: Public 0 Private 0 Zone: _ Outside Flood Zone? Muni ipal 0 On site disposal system 0 Check if ycs0 SECTION 2- PROPERTY OWNERSHW 2.1 Owner'of Record: Dave Rowand Salem, MA 01970 Name(Print) City,State,ZIP 109 Columbus Avenue 978-778-8606 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORW(check all that apply) New Construction 0 1 Existing Building® Owner-Occupied O 1 Repairs(s) 0 Alteration(s) ❑ Addition 0 Demolition 0 Accessory Bldg.❑ Number of Units! Other pacify: solar Brief Description of Proposed Work: Installation of an 2.75 kw (11 panels) rooftop solar array Installation of collar ties I SECTION 4:ESTIMATED CONSTRUCTION CO TS Item Estimated and 4 OI'SciallUse Only 1.Building $ 5,000 1. Building Permit Fee:$ 1 Indicate how fee is detmniined: 2.Electrical - g - 0 Standards City/Town Application Fee 15,263 ❑Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 1 l f 4.Mechanical (HVAC) $ List 1 An 5.Mechanical (Fire $ e Suppression) Total AB Fees:$ Check No. Check Amount: - Cash Amount 6.Total Project Cost: $ 20,263 0 Paid in Full 0 Outstanding Balance Due: rn PA -t-D c ot,)-v 3 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 096385 10/8/2016 Romain Strecker License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 55 Sixth Road Type DescriptionNo.and Street U Unreshicted(Buildings to 35,000 cu.ft. Woburn MA 01801 R MI ted IB2 Family Dwelling City/Town,State,ZIP M Mason RC Roofin Covenio WS Wind bw and Siding SF Solid duel Burning Appliances 7R1-462-R702 Permits@bostonsolanus I Insulation Telephone Email address D I Dem lition 51 Registered Home Improvement Contractor(HIC) 169698 7/27/2015 Boston Solar HIC Regi;tmtion Number Expiration Date HIC Com)>my Name or HIC Registrent Name 5d5d,Sixth Road perm its@bostonsolarms NWoburrn MA 01801 781-462-8702 F.mailaddress City/rown,State ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFMAVIT(M.G.L.c.152.125C(6))I, Workers Compensation Insurance affidavit must be completed and submitted with tb is application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. i Signed Affidavit Attached? Yes..........0 No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT L as Owner of the subject property,hereby authorize Romain Strecker to act on my behalf,in all matters relative to work authorized by this building permit application. Dave Rowand 8/4/2015 Print owner's Name(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DE :LARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and ur dcrstanding. Romain Strecker 8/4/2015 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information the HIC Program can be found at www.mass.aov/oca btformation on the Construction Supervisor License can be found 9twwW,nMs.gov/dy& 2. When substantial work is planned,provide the information below: Told floor area(sq.ft.) (including garage,finished�asemem/attics,decks or porch) Gross living area(sq.fL) Habitable room count Number of fireplaces - Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of deck porches�Pco Type of cooling system Enclosed 3. total Project Square Footage"may be substituted for"Total Project Cosf' t —f� EAH Structural Consulting 35 Kendall Court Bedford, MA 01730 PHONE 1.978.406.8921 EAH CDN8U6TINU Elaine Ca EAHStructural.com August 2, 2015 To: Boston Solar 55 Sixth Road Woburn, MA 01801 Subject: Structural Certification for Installation of Solar Panels Rowand Residence 109 Columbus Ave Salem, MA.01970 To Whom It May Concern, A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property,the existing roof support structures were observed by the client's auditors as follows: The roof structure of(MPI)consists of composition shingle on 1x decking that is supported by true 2x5 rafters @ 30"o.c., paired with true 2x5 ceiling joists @ 30"o.c..The rafters have a max projected horizontal span of 8'-6",with a slope of 45 degrees.The rafters are connected at the ridge to each other,and are supported at the eave by a load bearing wall. The roof structure of(MP2)consists of composition shingle on 1x decking that is supported by true 2x6 rafters @ 30"o.c., paired with true 2x6 ceiling joists @ 30"o.c..The rafters have a max projected horizontal span of 8'-6",with a slope of 45 degrees.The rafters are connected at the ridge to each other,and are supported at the eave by a load bearing wall. The existing roof framing system of(MP1)is judged to be inadequate to withstand the loading imposed by the installation of the solar panels.Structural reinforcement is required. New 2x4(min)x 5'-0" long collar ties shall be installed at 30"o.c.with 6-10d nails at each end on(MP1). The existing roof framing system of(MP2)is judged to be inadequate to withstand the loading imposed by the installation of the solar panels.Structural reinforcement is required. New 20(min)x 5'-0"long collar ties shall be installed at 30"o.c.with 6-10d nails at each end on(MP2). The spacing of the solar standoffs should be kept at 48"o.c.. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the Invisimount solar rail system and analyzed. Furthermore,the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Invisimount for the racking system and Sunmodo for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Design Criteria: • Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05, and 2005 NDS • Roof Dead Load=9 psf(MP1) -- 9 psf(MP2) • Roof Live Load=20 psf • Wind Speed=100 mph, Exposure C • Ground Snow Load=40 psf - Roof Snow Load =28 psf Rowand Residence, Salem 1 EAH Structural Consulting 35 Kendall Court Bedford,MA 01730 PHONE 1.978.406.8921 EA M CON'BL/LTIN@ Elaine@EAHStructural.com Please contact me with any further questions or concerns regarding this project. Sincerely, p�iN OF afgr�cy cC EUINEA. GN p HUANG CIVIL Elaine Huang, P.E. Project Engineer o SS/ANAL fpG I Rowand Residence, Salem 2 Project Data Codes MA CMR 78051.00 IBC-2009,ASCE 7-05 2005 NDS,NEC-2014 Invader. Designated PV Panel: (11)SunpowedK20-250.Bl.KAC Racking: Invis mount-Flush To Roof Systam Rating: 2.75 kW DC-STC 1 st year Production:2,980 kWh Roof 2 Design Facto s Azimuth:243' N Tilt:45' croana snow Loee 4o Par Solar Access:85% wme speaa 100 mph 7 Panels- 1.013 r �}. I V Load Center I V Production Meter V utility Blscorulect I I , c -c^ v �—i1SP 1 1 4JHUty Meter Roof 1 Azimuth: 153 N Tilt:45° Solar Access:97% 4 Panels- 1.207, BOSTON SOLAR w.m.bosmi.sa..us I i�m®maw�say.�s Drawing Name Sit.Plan Data June 16,2015 CLIENT INFORMATION: Dmwo by MC Diane Burns Checked by 109 Columbus REV 00 Salem, MA 01970 PV- 2.0 (978)778-8606 Scale As Noted rMMWa W] Oe]'.IMF) a Lap c"u nn..slcaxm Structure Module Space Array m:I tea 1®-ua SWcture Type: Raker Model: SPWR X20-250-AC Number of Modules: 7 Rafter Size: 2X10" Length: 61.39" Total Module Weight 270.91bs onnia°O�.F"m Rafter Spacing: —30' Width: 31.420 Total Racking Weight 35,59 Lbs wmod"nuMra Rafter Span: 100 Weight: 38.7 Lbs Array Area: 93.73 SOFT we M[wl Roof Pitch: 45` Array Weight: 306.49 Lbs wMm sN"Wn Decking Type: Plank Racking Specs Army Dead Load: 3.27 LbsISOFT "w oOeJ,w Roof Material: ILyr-Shingle Type: Invisimounl Number of Mounts: 18 te9,'sm 1 W' Number of Floors: 2 Weight 0.68 Lbs/Ft Load Per Mount 17.03 Lbs MOUNTING DETAIL 294' 30" 24. �— l I 1 1 1 Ln I i l t t I l I I 1 I I I Elaine A Hu.,l i MA Professional Engineer I Lkense p 49028 F. I L- it I 1 KS 6N1SOLAR 3' Set__back _ w.w.eoaronsdar.ua I Fro®aysw,smacue Drawing Name Layout 29rr Date July 28,2015 CLIENT INFORMATION: D.by FIT Diane Burns Checked by JC 109 Columbus REV# ]Wcd Salem, MA 01970 PV - 3.(978)778-8606 scale A v npY 9Y OC,3MIWnl x 5'L" Mantle guarn...urm rm Structure Module Specs Array naymwm Rm Structure Type: Rafter Model: SPWR X20-250-AC Number of Modules: 4 Rafter Size: 2%10" Length: 61.39" Total Module Weight: 154.80 Los inniaOO L"FOOI Rafter Spacing: —30" Width: 31.42' Total Racking Weight: 14.51 Lbs Uanmoewnkq Rafter Span: 104" Weight: 38.7 Lbs Amay Area: 53.56 SOFT enb Mwnl m�ovm sMnelas Roof Pilch: 45' Amy Weight: 169.31 Lbs Decking Type: Plank Racking Specs Array Dead Load: 3.16 LbsfSOFT nk Cxkhp Roof Material: 1Lyr-Shingle Type: Invlsimount Number of Mounts: 8 1s.Lac eab 1tb- Number of Floors: 2 Weight: 0.68 Lbs/Ft Load Per Mount: 21.16 Lbs MOUNTING DETAIL 334' 30' 8" LU 7 / / I Elaine A Huang / MA Professional Engineer / / Llceree p 49029 �129' 3'_ Setback © BOSTONrSOLAR waw.bosmmay.un I mro®eaciansmv.us - Dm.ing Name Layout Data July 17,2015- CLIENT INFORMATION: Orewn by RT Diane Burns Checked by JC 109 Columbus Ave rREVp ge Salem, MA 01970 PV - 3.1 (978)778-8606 Scale ASNt