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10 CHANDLER RD - BUILDING PERMIT APP (002) ' = � (,O�o� �I3o� i��/\� � The Commonwealth of Massachusetts Y � Board of Building Regulations and Standards FOR Massachusetts State Building Code, 780 CMR,7`"edition ML7NIUSE�tTY Building Permit Application To Construct,Repair,Renovate Or Demolish a RevrsedJanuary One-or Two-Family Dwelling I, 2008 - � � This Section For Official Use Only 'Building Permi[Num � -: � 'Date Applied: � � Signanue. . � ��Z�//� ' . . B � ing C mmi sioned I pecror of Buildings - " -�Date n� �.; ., SECTION 1: SITE INFORMATION ��-=`" � 11��rope�� ddress: �\ . � 1. 1.2 Assessors Map&Parcel Numbers n �•( fT 1.l a Is this an aCCepted s[reet?yes no Map Number � Parcel Number - • - 1.3 Zoning In[ormation: lc4 Property Dimensions: Zoning District �, Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) FrontYard . Side Yards Rear Yard � Required Provided Requ'ved Provided Required Provided 1.6 Water Supply: (M.G.L c.4Q§54) 1.7 Flood Zone Inforroation: 1.8 Sewage Disposal System: Public� Private❑ Zone: _ Outside Flood Zone? Municipal�On site disposal system ❑ Cbeck if yesO - .� ` � �-�" SECTION 2: PROPERTY OWNERSHIP� ��. . :r.. . ��21 O ner of Reicord• j �/ f(��Y 1�[��P I'1����L��I AJ� � �1 1')A 11 Cl IC_Y' �C� .�GI Q.i^.✓1 � SM�� Nemc(Print) ' T� Address for Service: � - C�C�-�-"1C� - 131 � 'gn re . Telephone � � SECTION 3:DESCRIPTION OF PROPOSED WORK=(check all that apply) '� New Construction❑ Exis[ing Buiiding Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) � Addition ❑ � Demolition ❑ Accessory Bldg.❑ Number of Units Other ❑ Specify: Bri nycscripticp o Proposed Worl�': � O z 1`� / . , I � �G�► N n (JtT 2�✓`^ � -- . ' • SECTION 4:ESTIMA`�'IGD CONSTRUCTION COSTS I Item Estimated Costs: �.� � � Official Use Only Labor and:Materials - I. 1.Building $ '_�O 1. Building Pemvt Fee:$ Indicate how fee is determined: � - `2.Electrical g � s�a ��Standazd City/Town Application Fee ❑Total Project Cost (Item 6)x mul[iptier � �x 3.PlumbinS $ / �v 2. Other Fees: $ � 4�� � 4.Mechanical (HVAC) $ List: � - 5.Mechanical (Fire $ . . Su ression Total All Fees: $ . � Check No. Check Amount: Cash�Amount: 6.Total Project Cost: � [ `1 �ODU- ❑Paid in Full ❑Outstanding Balance Due: ��G.c.Q � �Gh�cc�i2. SECTIONS: CONSTRUCTION SERVICES 5.1 Licensed Construction Supervisor (CSL) CS, Orye/ �3 �t �S�WN License Number Expiration Date / Name of CSL- Holder L List CSL Type (see below) Add Type Description U Unrestricted (up to 35,000 Cu. Ft. R Restricted 1&2 Family Dwelling Si ra re M Masonry Only RC Residential Roofing Covering Telephone WS Residential Window and Siding SF Residential Solid Fuel Burning Appliance Installation D Residential Demolition 5A 5.j, regia ered Home Impro ement Cegractor (HIC? r t C� / f6 Registration Number HICmpany a or HIC Regi ntrpe Expiration Date Add Signature Telephone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152. § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .......... LY' No ........... ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S ORCONTRACTORAPPLIES FOR BUILDING PERMIT ''AGENT 1, k -A 1 C�V LW). l..f 4'�1'�PC�A.�ft as Owner of the subject property hereby _ _ authorizer 1 wF k c -i to act on my behalf, in all matters lative tgwork authorize by this building permit application. \ A—aa mol 1,-!2) watine of Owner Date .SECTION 7b: OWNER`, OR AUTHORIZED AGENT DECLARATION... .. /�� 0 � 1 LT (?.f/) > as Owner or Authorized Agent hereby declare that the statements and information on the foreg g application are true and accurate, to the best of my knowledge and behalf. I ^ AV l r !�, l Print Name Signature of Owner or Authorizedi gent Date (Signed under the pains and penalties of e 'u 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 on the HIC Program and Construction Supervisor Licensing (CSL) can be found in 780 CMR Regulations 110.R6 and I l0.R5, respectively. 2. When substantial work is planned, provide the information below: Total floors area (Sq. Ft.) (including garage, finished basement/attics, decks or porch) Gross living area (Sq. Ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/ porches Type of cooling system Enclosed Open 3. "Total Project Square Footage" may be substituted for "Total Project Cost" 18-4 &16' 3'-0Y16' 104 I&W 3'-11 11W 5--B 11/16. 7'-2 Yl 6- I 3' -6 - kitchen NEW 2XIOX14 ROOF RAFTER "x y 53 7� 9 sq. bath 7"X 36'-0' i bedroom FLOOR 13'-0"x24--3" 2ND FLOOR PLAN 299 sq. ft. livingroo bedroom,! t 614 x 3' 9' 251sq.ft, 6'-1 Y16- I V-1 V4 -"I B / 116- 10V la- 6' -BW 34'-8&16" front 17' 8"x 3'-11" 69 sq. ft. 151 sq.ft. cioset� . bedroom 2nd floor 34.7"x 16'-5" 483 sq.ft n 94'-7"x 4'1" Y 141 sq.ft. storage 9 2nd floor existing floor pian 34'-11" k, '1 4 DECK 2ND FLOOR PLAN NEW (10X14 ROOF RAFTER ROOF RUBBUR ROOFING RST FLOOR PLAN to existing 2'x4' 0 6 DECK - q A 13 ]!(Rall) 2llx6ll x 8' new wall a.... sa. 34-6 ...... n 11,-7"x 74" „ 7'-2"X 7'4" ti { 85 sq.ft. 49 sq.ft. 'v _ N 8._Z. S q 27'-6"x15'-8 ----- b 295 sq.ft. is^,�--.k 2" e % 5-9" S 34'-B1/ifi"L B"W 1'-B"D Beam ` lvl , see atteched plan 9 2 C A f_10�.-6"DIA:rwy:. 411 sq.ft ■ I ti 4 framing Plan ANC NEW 00X14 ROOF RAFTER 16"OC 11TH 314" PLYWOOD DECKING FLOOR JD FLOOR PLAN QLD WINDOW OLD ROOF RAFTERS 2 X 8 X14 16" OC �pU� plumbing ELECTRICAL 2ND FLOOR PLAN /\ ( Ij► J Boise Cgscatle BC CALC® Design Report - US Triple 1-3/4" x 20" VERSA -LAM® 2.0 3100 SP Roof BeamlRooflR131 Dry 11 span I No cantilevers 10/12 slope Wednesday, August 21, 2013 Build 2377 File Name: 10 Chandler Rd Job Name: Description: Proposed Ridge Beam Address: 10 Chandler Rd. Specifier: Tom Paradis City, State, Zip: Salem, MA Designer: Ken Goodwin Customer: Murley Construction Company: National Lumber Code reports: ESR -1040 Misc: 15 Needham Street Newton, MA 02461 Connection Diagram Disclosure ,� _ d _ Completeness and accuracy of input must L b be verified by anyone who would rely on ae output as evidence of suitability for c particular application. Output here based on building code -accepted design o properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with e a o current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call a minimum = 2" c = 5' (800)232-0788 before installation. b minimum = 3" d = 24" e minimum = 3" Calculated Side Load = 343.8 Ib/ft Nailing schedule applies to both sides of the member. Connectors are: 16d Sinker Nails Page 2 of 2 BC CALC®, BC FRAMERS, AJSTM, ALLJOIST®, BC RIM BOARD-, BCI®, BOISE GLULAM", SIMPLE FRAMING SYSTEM®, VERSA -LAMS, VERSA -RIM PLUS®, VERSA -RIM®, VERSA-STRANDO, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. BoiseASN Cascade Triple 1-3/4"x 20" VERSA-LAM® 2.0 3100 SP Roof BeamlRooflRB1 Dry 11 span I No cantilevers 10/12 slope Wednesday, August 21, 2013 BC CALC® Design Report - US Build 2377 File Name: 10 Chandler Rd Job Name: Description: Proposed Ridge Beam Address: 10 Chandler Rd. Specifier: Tom Paradis City, State, Zip: Salem, MA Designer: Ken Goodwin Customer: Murley Construction Company: National Lumber Code reports: ESR -1040 Misc: 15 Needham Street Newton, MA 02461 26-00-00 Total Horizontal Product Length = 26-00-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/4" 2,833/0 6,500/0 B1, 5-1/4" 2,833/0 6,500/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126% 1 Standard Load Unf, Area (Ib/ftA2) L 00-00-00 26-00-00 15 40 12-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 57,214 ft -lbs 58.2% 115% 4 13-00-00 End Shear 7,822 lbs 34.1% 115% 4 02-01-04 Total Load Defl. U323 (0.938") 55.7% n/a 4 13-00-00 Live Load Defl. U464 (0.653") 51.7% n/a 5 13-00-00 Max Defl. 0.938" 93.8% n/a 4 13-00-00 Span / Depth 15.2 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 5-1/4" x 5-1/4" 9,333 lbs 11.3% 45.1% Versa -Lam 1.7 B1 Post 5-1/4" x 5-1/4" 9,333 lbs 11.3% 45.1% Versa -Lam 1.7 Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge load. Notes Design meets Code minimum (U180) Total load deflection criteria Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Design based on Dry Service Condition. Deflections less than 1/8" were ignored in the results. User Notes BO and B1: 5 1/4" x 5 1/4" VERSA -LAM POST Page 1 of 2 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMERS, AJS-, ALLJOISTO, BC RIM BOARD T., BCI®, BOISE GLULAMTM, SIMPLE FRAMING SYSTEMS, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRANDS, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. rpa�tq . IDea buu1dlvxo� k"S?ecln�, �,1�cWz\lst, V-en�nuc�� -hnx Inov�,� a vv� r crF b Clnc,�dlsu IZci , Sc,1A rn , M Q re \ `sued U; ll 1Vt wrls y M u.r\ ci� C or, c clh n g an rear domn-C `rewcri[--V-loor (filar) -�2 Second l oor baton . Our wK-,Akn Ccnfix�ci- hoa, exp\rcc� Oc-%cb r \cp,ac,\3 wOkr, C, U�b0.SL. ex\-ens\m ,DoV2 e hc�s �e�n n Wncch \nas also UY�d %1c,& ]�a. l e d �o Show up aid � tL d v�sh fv��s�n- �`jual k� hc�s o.\so wcs rel. eu ed -'�-cm tV�Job 114 i r., M . I/Wi t -©Z5 106 -14 LOT 4 NOTES: Kirk: W. Benson, 40036 F771 LLLJ SHED N/F MORENCY 50.00' CHANDLER ROAD ADDRESS: 10 CHANDLER ROAD SALEM, MA DEED REFERENCE: BOOK 3832 PAGE 521 PLAN REFERENCE: PLAN 135 OF 1951 7 - 1081 N N O LOT 2 No. 40036 CERTIFIED PLOT PLAN Located In SALEM, MA Prepared By American Land Survey Associates, Inc. Kirk W. Benson, President, PLS 42 Chem Street Gloucester, MA 01930 978-281-7878 SCALE 1" = 20' FEBRUARY 11, 2010