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Home My WebLink AboutBuilding Permit #287-12 - 100 STEVENS STREET 10/5/2011 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: 7 Date Received — f f Date Issued: /0 �—/// fA-WORTANT:Applicant must complete all items on this page LOCATION 160 S�t _ , Print PROPERTY OWNER i4I E l4-�� 00� Unit# Print MAP NO: PARCEL:_ZONING DISTRICT: Historic District yes no Machine Shop Village yes no 100 year-old structure 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 WRepair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other �® Se ticA 4®Welly- t'(®FlFl pla Wetlands 4 � � _. __ i fD Water hs edlDistW ® Water/Sewer JII DESCRIPTION OF WORK TO BE PERFORMED: C4, (Identification Please Type or Print Clearly) OWNER: Name: 4-��1� t�►ISL,-sc� Phone: Address: 1ao CONTRACTOR Name: ��M :� �&A src 2U.1�, Phone: Address: i I Supervisor's Construction License: Exp. Date: 9-5-- 12 Home Improvement License: ReExp. Date: i 1�i1 - It ARCHITECT/ENGINEER (--„ , 5” �rx:h 144( Phone: c-?B -319 0-1-4 1) Address: ��S "!`cr c U, cr Reg. No. FEE SCHEDULE.BULDING PERMIT.$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Co $ fi `7�]C� _ © O FEE: $_ �j��• 0,5 Check No.: 0 Receipt No.. � �6l NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund i .'f+�✓" tea-:.-;.:-. ;*.. r 'F;L.SS;.a-: ;.,� i..,. r w+, i r.. r',c ` s Cinnati iro nf.Orrcnt/(hnmar_:_ Cinnati rc nfnntrarfnn .: ?' Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ r Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ r THE FOLLOWING SECTIONS tFOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature i COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes i Planning Board Decision: Comments 1 Conservation Decision: Comments E Water& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS II 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-$1000 fine NOTES and DATA— For department use ❑ Notified for pickup - Date Doc:.Building Perniit Revised 2011 June/mi i Building Department The following is a list 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 o Photo Copy of H.I.C._And/Or C.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 a Certified Surveyed Plot Plan ❑ Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o 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 o Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract o 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 cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Doc.Building Permit Revised 2008mi LocationG�3 No. cw,) Date Z99 // 1%0RTh TOWN OF NORTH ANDOVER ."Go , O � L 9 } ° •; , Certificate of Occupancy $ Building/Frame/Frame Permit Fee $ 3�-Z s,u�,sa 9 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 24661 - ng inspector N®RTH ® ® oAndover .. . 0 a, Y -- 0 o xx dover, Mass., O L LAKE T COCHICHEWICK p S RATED AP Cl BOARD OF HEALTH Food/Kitchen Septic System PERMIT T D - BUILDING INSPECTOR THISCERTIFIES THAT................14 ............... ................©.......................................................................................................... Foundation .... buildings on . ./..Ob S7`Frs��-+rs 5� ........................................... Rough has permission to erect...........:.:...................... .......................... .........clt7c� , � ...l..r... ...��H.. Chimney to be occupied as................xC50,/......................�........::......... ...................... . ....... provided that the person accepting this permit shall in every resp ec conform to the terms of the 9pplication on file in Final. 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 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIONS ARTS Rough ............................... ``:................................................. Service BUILDING INSPECTOR Final Occupancy Permit Required to Oca cpy Building GAS INSPECTOR 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. I Burner Street No. SEE REVERSE SIDE Smoke Det. Page ge 1.. AAAA,, i LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 2011.1 09/25/11 23:16:42 `y'��REO ARCyj� WARNING �(� CHARLES FC e ------- COCHRAN *** THIS DESIGN IS VALID FOR THE PROJECT NAMED BELOW (JOB ID) ONLY N0.6559 WESTF D o *** WOOD-E DESIGN 2011.1 EXPIRES ON 3/31/2012. LP WILL MAKE AVAILABLE TO A ALL REGISTERED USERS AN UPDATED VERSION OF THE WOOD-E DESIGN SOFTWARE IN THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGING BUILDING CODES, INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. COMPANY: JOB ID: EASTWOOD RES N. ANDOVER - LOFT BEAM STATE: CODE:_IBC PRODUCT:f2- PLY 1-3/4" X 9-1/2" LP LVL 2950Fb-2.OE DESIGN CRITERIA FOR FLOOR BEAM (UNFACTORED LOADS) ------------------------------ LIVE DEAD SAFE SPAN (L) SPAN (R) ALLOWABLE DEFLECTION (PSF) (PSF) LOAD CARRIED CARRIED LOADING LIVE TOTAL ----- ----- ---- -------- -------- ------- ---------- --------- 30 15 NO 10.000' 0.000' SIDE L/3601 L/240 SPAN CARRIED IS NOT CONTINUOUS. ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION ----------- REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD --------------------------------------------------------------- ACTUAL 1876 7233 1842 0.411 0.643 ALLOWABLE 9188 13282 6428 0.524 0.785 STRESS INDICES 0.204 0.545 0.287 L/459 L/293 LOAD CASE 1 1 1 1 1 **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. **** ALLOWABLE DEFLECTIONS ARE BASED ON THE DESIGN SPAN LENGTH (L) OR TWICE THE LENGTH FOR CANTILEVERS (2L) . NOTES CONNECTION ***ATTACH THE TWO PLIES WITH 2 ROWS OF 16d (3-1/2") NAILS AT 12" OC. STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS (3-1/411) MAY BE USED, BUT HALF MUST BE DRIVEN FROM EACH FACE. *** COMPRESSION EDGE BRACING REQUIRED AT 24" O.C. OR LESS. STRUCTURAL GEOMETRY ------------------- SPAN 1 16.000' TOTAL SPAN: 16.00 FT LOAD PATTERNS ------------- CASE SPAN SHAPE TYPE SOURCE LOADING Wi W2 X1 (FT) X2 (FT) ---- ---- ----- ------ ------ ------- ------------ ------------ ------- ------- +ALL 1 *UNIF DEAD FLOOR SIDE 75.0 PLF 0.000 16.000 +ALL 1 UNIF WEIGHT BEAM 9.5 PLF 0.000 16.000 +1 1 *UNIF LIVE FLOOR SIDE 150.0 PLF 0.000 16.000 +2 1 *UNIF LIVE FLOOR SIDE 0.0 PLF 0.000 16.000 * INDICATES SIDE LOAD. + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. SECTION FORCES CASE MOMENT (LB-FT) SHEAR (LBS) LDF -------------- ---- --------------- ----------- ---- 1 7233 1842 1.00 Page 2 2 2607 664 0.90 UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECTORS ----------------------------------------------------------------------------- REACTIONS FOR TOTAL LOADS ------------------------- CASE BRG#1 BRG#2 1 1876 1876 2 676 676 I REACTIONS FOR DEAD LOAD ----------------------- CASE BRG#1 BRG#2 ---- ----- ----- 1 676 676 2 676 676 REACTIONS FOR LIVE LOAD ----------------------- CASE BRG#1 BRG#2 ---- ----- ----- 1 1200 1200 2 0 0 MINIMUM BEARING SIZES (IN) -------------------------- BRG# 1 BRG# 2 ------- ------- 3.500 3.500 LIVE LOAD DEFLECTION TOTAL LOAD DEFLECTION DEAD LOAD DEFLECTION CASE SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? INSTANT LONG-TERM ---- ---- ------ ------ -------- ------ ------ -------- ------- ------------ 1 1 0.411 0.524 L/459 0.643 0.785 L/293 2 1 0.000 0.524 0.232 0.785 L/814 0.232 0.347 **** FOR DEAD LOAD DEFLECTION DATA SEE LOAD CASE 2 **** **** TOTAL LOAD DEFLECTION SHOWN IS INSTANTANEOUS. **** **** ALLOWABLE DEFLECTIONS ARE BASED ON THE DESIGN SPAN LENGTH (L) OR TWICE THE LENGTH FOR CANTILEVERS (2L) . STRESS INDICES CASE MSI VSI 1 0.545 0.287 2 0.218 0.115 SLENDERNESS RATIO = 2.71 LIMIT = 10.00 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM INCORRECT INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LP. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN LP LVL, LP LSL, OR LPI-JOISTS IS STRICTLY PROHIBITED. LP IS A TRADEMARK OF LOUISIANA-PACIFIC CORPORATION. EASTWOOD RES N.ANDOVER-LOFT BEAM 2011.1 Allowable Stress Design MSI: 0.54 NOTE: LOAD TABLE 2 PLIES 1.760 X 9.600 LP LVL296OFb-2.OE DESIGN CRITERIA VSI: 029 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 2 - PLIES FASTENED RSI: 0..20 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASE: TOGETHER (REFER TO NOTES). ,. LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADINGARE CHECKED AS REQUIIRED LIVE LOAD 30 PSF _ METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD = 15 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD 45 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT, UNIFORM FLOOR LIVE SIDE 150 PLP 00-00-00 16-00-00 1.00 2.PROVIDE RESTRAINTAT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD SIDE 75 PLF 00-00-00 16-00-00 0.90 FLR LEFT SPAN CARR, 10.00 FT LATERAL STABILITY. UNIFORM BEAM WEIGHT 10 PLP 00-00-00 16-00-00 0.90 FLR RIGHT SPAN CARR. 0.00 PT 3.DO NOT CUT,NOTCH OR DRILL LP LVL. 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: DEFLECTION CRITERIA 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL LIVE LOAD DEFL: L / 360 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFL: L / 240 B.THIS LP LVL IS TO BE USED ASA FLOOR BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES FOR SECOND FLOOR SLEEPING ROOMS ONLY. BY A DESIGN PROFESSIONAL. REPORT H 7.COMPRESSION EDGE BRACING REQUIRED AT ICC-ES ESR-2403 24"O.C.OR LESS, MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL LADES RR-25783 BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, HUD MR-1214 ATTACH THE TWO PLIES WITH 2 ROWS OF 16d ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 11518-R (3-1/2")NAILS AT 12"OC.STAGGER ROWS. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON OR ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131". 16d SINKERS(3-1/4")MAYBE LP COMPONENTS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE IN USED,BUT HALF MUST BE DRIVEN FROM ADDITION TO COMPLYING WITH BUILDING CODE DEFLECTION LIMITS EACH FACE. OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY PROJEC DESIGNER,SUCH AS VIBRATION,BOUNCE,AND AESTHETICS. THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL LOAD DEFLECTION LIMIT OF L/240.(PROVIDED BY THE LP CUSTOMER), THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. SUPPORT REACTIONS (LES): 9.500 MAXIMUM BEARING NUMBER 1 2 1.750 DOWN 1876 1876 3.500 UPLIFT --- --- CROSS RECTION MIN BEARING SIZES (IN-SX) 3- 8 3- 8 MAXIMUM DEFLECTIONS CALCULATED AL14MABLE LIVE LOAD 0.41" 0.52" -DEAD LOAD 0.35" 16- 0- 0 TOTAL LOAD 0.64" 0.79" ""THIS DRAWING IS NOT TO SCALE""" Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 09125/11 IBC 2006 Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific application LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance 'Common nallsddven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 Installed by others.No loads are to be applied to the approval and Instructions from the designers of the complete structure and 3"for ad. component until after all the framing and fastening are before using this component.If the design Criteria listed above does 'Do not cut,notch,ddLVLNashville,TN 37219 11 or alter LP ,LP LSL and CTR,LP Woists except as shown Phone le,TN 5.719 completed.At no time shall loads greater than design loads not meet local building code requirements,do not use this design. In published material from LP any use of LP LVL,LSL and CTR,LP Wolsts contrary 570 be applied to the component. When this drawing issigned and sealed,the structural design Is to the limits set forth hereon,negates any expressmnanty,of the product and LP Fax 866.753.4369 Design Criteria approved asshown in thisdrawing based on data provided by the disclaims all implied warranties including the implied wananties of merchantability 9 customer.LP LVL,LP LSL and CTR,LP lyoists are made without and fitness for a particular use. The design and material specified are in substantial camber and will deflect under load.Wood in direct contact with DWG # conformity vnth the latest revisions of NDS.'Dead load concrete must be protected as required by code.Continuous lateral deflection Includes adjustment factor for creep.Total load support is assumed(wall,floor beam,etc.).LP does not provide onate *A COPY OF THIS DRAWING IS 10 BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection Is instantaneous inspection.This drawing must have an Amhitectk or Engineets seal afixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Program Files\LP\Wood-E Design\2011.1\WOODE.SPX CJM BUILDERS, INC. ESTIMATE P.O. Box 545 Wilmington, MA 01887 DATE Tel. 978-649-7300 10/3/2011 Fax 978-851-4090 WebSite: www.cjmbuildersinc.com CUSTOMER Layla Eastwood 100 Stevens St N.Andover,Ma 01845 i Project/Job i i DESCRIPTION Total Cjm Builders Inc.proposes to supply the stock and labor for the repairs to the back garage at 100 Stevens Street North Andover,Ma. SCOPE OF WORK Permit-Cjm builders will obtain the building permit needed,if a special permit is needed it will be at an additional cost. Temp Walls- Close in the two garage door openings with plywood. Build a wall and install 4 Mil plastic to protect storage side of the garage. Demolition- Remove two overhead garage doors and openers. Remove the existing loft area. Remove the existing turn buckles. Remove the existing roof section from the steel beam to the outside wall. Remove the gable ends over the overhead doors. Framing- Straighten out the exterior wall. Frame new gable walls with window openings in each wall. Frame new roof with 2x10 rafters and 1/2"plywood sheathing. Frame new loft area with 9-1/2"TJI joist, 3/4"plywood and railings per drawings. Install 2x6 collar ties.Install new Lvl headers over the two garage door openings. Roofing- Strip back the existing roofing on the back section of the roof and prep for new shingles. Install Ice and water shield on the first 6'. Install 8"white drip edge around the roof. Install 15#felt paper on the entire roof.Install all flashing needed. Install 30 year Architectural shingle on the entire roof,color to match the existing shingles. Siding-Install Tyvek building wrap on the gable ends. Install wood corner boards. Install cedar clapboard siding. In stall wood fascia boards,soffits and rakeboards.Painting will be done by others and is not part of this quote. Windows-Install 2 Anderson windows one in each gable wall. Garage doors-Re-install the existing doors and openers. Gutters-Install white seamless gutters and down spouts on new area of the roof. Total Pagel rr� i CJM BUILDERS, INC. ESTIMATE P.O. Box 545 Wilmington, MA 01887 DATE Tel. 978-649-7300 10/3/2011 Fax 978-851-4090 WebSite: www.cjmbuildersinc.com CUSTOMER Layla Eastwood 100 Stevens St N.Andover,Ma 01845 Project/Job DESCRIPTION Total Drywall- Install 1/2"GWB and 3/4"strapping on all new exposed ceilings and finish joint with joint compound. Cjm builders will supply a dumpster for all construction debris. Total cost of the job 31,770.00 I i Total $31,770.00 Page 2 �/ie i�o7rurrwou�ea`� a�.�aa ~: r .. Office of Consumer Affairs %:Business ieYa 7e 'NOI.1E IMPRgVEMENT C;OTRNG. I kegigtration: 120093 2 ExpiaUon10f 1612011 70^l�29 Type;; Iiaiividual CHARLES J MULIK,JW` ii CHAkt S MULIK . . . 2 �2edmiirld Avenue -� - '�—+ I, N'0"*keading,MA 01864 Ljr�dcr `rE '� �1assiichusetts - Department i)f'Public Saf(t% Board of BUilding Regulatimms and Standards Construction Supervisor License License:.CS 591.69-. .,Y v.. CHARLES J MULIK 23 REDMOND AVE ` N READING, MA 018648»`I ✓f"�" �y �` Expiration: 9/5/2012 ('unm�issiuner Ti#: 259r.