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Home My WebLink AboutBuilding Permit #700 - 790 TURNPIKE STREET 5/28/2008Permit NO: by Date Issued: BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION,FOR=PL?AI y°XAM-1NATION Da e.Received IMPORTANT: Applicant must Pt' PROPERTY OWNER el Pnl MAP NO PARCEL: ZONING Dl mplete all items on this page TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential .New Building One family Addition Two or more family Industrial Alteration No. of units: ommercia Repair, replacement Assessory Bldg Others: Demolition Other Septic Well ' floodplain Wetlands Watershed District Water/Sewer _. Ut,GK11' 11UN OF WUKK TO BE PREFORMED: interior renovation to include carpentry, painting, plumbing, electrical,finish flooring and drywall. Identification Please Type or Print Clearly) OWNER: Name: ''SP9P_acl1 t -_ w W P alff=. [-,LC-Phone: (Qag) U,0 -()C VAN ARCHITECT/ENGINEER RHC Professional Association Phone: (603) 465-7133 Address: 76 Wright Rd -Hollis, NH 03049 Reg. No. 2020 FEE SCHEDULE: BULDING PERMIT: $12A0 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ 261,000. FEE: $_/l Check No.: ��- Receipt No.: NOTE: Persons contractingth nlgis d contract do not have access to the guaranty fund Plans Submitted Plans Waived Certified Plot Plan =Stamped TYPE OF SEWERAGE DISPOSAL V, Public Sewe Tanning/Massage/Body Art r t ea Swimming Pools Well Tobacco Sales Food Packaging/Sahs�; 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 COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS rj 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 Town Engineer: Signature: 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 Permit Revised 2008 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 ❑ 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. ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ 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) ❑ 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 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: INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2008 Location v No. ( Date NORTH TOWN OF NORTH ANDOVER t - s W Certificate Occupancy �o ,• . of $ ._�,_.. . ","° sACHUSt Building/Frame Permit Fee $— Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # s' 2 (I 87 Building Inspector Gel ina5 %ruderal Fngineerinq LLC Phone 978.465.6436 Daniel L. Gelinas, P.E. Fax Line : 978.465.5160 579A North End Blvd, Salisbury, MA 01952-1738 email danl�elinas(c O—Mcast.nct June 5, 2008 Joe Levis, Levis Companies, 111c. 160 Pleasant Street North Andover, MA 01845StTBJECT: Subject: Enclosures Dear Mr. Levis: fax 978.687.3042 phone 2783 levisco ,verizon.net 5 Village Way, North Andover, MA You have requested Gelinas Structural Engineering LLC (GSE) to review and comment regarding three LVL beams at the above address. On 6-5-09 GSE met you on site, m3dc structural observations, etc. Reference enclosed Ivey Plan SKSCY-1 for Second Floor Framing LVL beams B21, B22, and 823. The results of our observations are as follow:5: All three LVL beams satisfy the code requirements of the Massachusetts Sate Building Code O Edition Chapter 36 One and Two Family Dwellings as well as the Massachusetts State Building Code 7`h Edition One and Two family Dwellings Please call all with any questions. very truly yours, !D.i2A*n , . C setter 08088 5 Village Way.doc 0 DANIEL L. GELINAS STRUCTURAL No. 33094 GELINAS STRUCTURAL ENGINEERING LLC SHEET NOof- 579A North End Blvd. Salisbury, MA 01952-1738 °ArE� Phone: 978.485.6436 (Fax 5160) e-mail: danigelinas@adelphia.net J0B e � Ali E� DANIEL Lr G C-,ELINAS STRUCTURAL ----- No. 33994 �iconVr. � < ,,• f4i� RS C'S3STA�NJ!''.v �., r.... . _ � � f.a..:�•i 15x�s�.. r. UIt _! Ll U(1 !I L.i IIIf i!_ I L'_I22, <�, A4_.'A1 G -e , a tY ,,.1..1u:» 4 RCS Of 1314" x 24" 4.0*PE Microllam@ LVL TJ -Been,® 6.30 Serif NtMr. 70M121073 Uswr2 b151200e01.22.30PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Vehion: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED F1I PFOdUCt Diagram is Coiij4e ual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width; 14' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length LivelDeadltlplittlTotal 1 Stud wall 3.50" .. 3.12" 6720125731019293 -- L1: Blocking Custom Blocking 2 Stud wall 3.50" 3.12" 6720 12573 1 0 / 9293 Lf: Blocking Custom Blocking -See iLevelO Specifter'slBuilder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maxlmumri Design Control Result Location Shear (lbs) 8164 -7518 31920 Passed (24%) Rt. and Span 1 under Floor loading Moment (Ft -Lbs) 54219 54219 132502 Passed (41%) MID Span 1 under Floor loading Live Load Defl,(in) 0.286 0.789 Passed (L1992) MID Span 1 under Floor loading Total Load Deft (in) 0,396 1.183 Passed (11717) MID Span 1 under Floor loading DANIEL L. GELINAS STRUCTURAL No. 33994 -Deflection Criteria: STANDARD(LL:U360,TL:L1240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 16' o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES- -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLeveI8 warrants the sizing of its products by this software will be accomplished in accordance with iLevei* product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an it-evelt Associate. -Not all products are readily available. Check with your supplier or iLevela technical representative for product availability. -THIS ANALYSIS FOR iLOVel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIaS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel® Distribution product listed above, -Note: See iLeveM Specifler'slBuilder's Guide for multiple ply connection. PROJECT INFORMATION: .toe Levis, Levis Companies, Inc_ 160 Pleasant Street North Andover, MA 01845 Site 5 Village Way North Andover, MA OPERATOR INFORMATION: Dan L, Gelinas, P.E. Gelinas Structural Engineering LLC 579A North End Blvd Salisbury, MA 01952-1738 Phone., (978)465-6436 Fax :(97B)465-5160 danlgelinas@comcast.net COPY'-! 1)11L ,yV47 Ly iSCVt1M, FQ6(,ral Bay, WA_ M1crol LATIM to q rryietered trcacmark pC LLevc1'&. 1::\v+cvncntz and Sctvngy\pd11 (ielinas%%:jy D.',^1=mHI1Ca\OB_:.LC\UyUUe .Toy l.w;a icr 5 V_11a�7.; Way 14 Aadavnr\t' fill GAragc ba,mr_nrtg If . V V _ J _ : f' I'vl U d 11 _ 0 C I I I I .1 ;, !' ryL''y./`�a�i ; . `i l, . i i • o) i L.' /h L I ! e '/ ✓` f 11-064 �/ U w a t 4 Pcs of 1,75" x 21111.9E Microllam@ LVL TJ-aesmO 6.30 Serial Number. Mai 21073 U31CO 615120066.53:,3Pm THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pegs, Engine Vmgion:fi.3o.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED �Q product Diagram is 0onteptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Residential - living Areas (psf): 80.0 Live at 100 % duration, 30.0 meed Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 10080 4183 V V, - Uniform(plf) Floor(1.00) 0.0 80.0 0 To 17'6" Adds To Uniform(plt) Floor(1.00) 40.0 15,0 0 To 17' 6" Adds To SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Upliftfrotal 1 Stud wall 3,50" 3.24"- 60901354010 / 9631 L1: Blocking Custom Blocking 2 Stud wall 3.50" 3,24" 60901354010 1 9631 L1: Blocking Custom Blocking jjy OF �S T DANIEL L. p GELINAS STRUCTURAL No. 33M -See iLevelg) specif'er'sBuiider's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 9583 -9047 27930 Passed (32%u) Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 71733 71733 103306 Passed (69%) MID Span 1 under Floor loading Live Load Defl (in) Total Load Defl (in) 0.241 0.367 0,572 Passed (L1855) MID Span 1 under Floor loading 0.858 Passed (U562) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 9' 9" oic unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES- -IMPORTANT! The anatysis presented is output from software developed by ii-evel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevelS product design criteria and code accepted design values. The speck product application, input design loads, and stated dimensions have been provided by the software user, This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevelO technical representative for product availability. -THIS ANALYSIS FOR iLeve10 PRODUCTS ONLY[ PRODUCT SUBSTITUTION V0I06 THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevelO Distribution product listed above. -Note: See iLeveM Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: Joe Levis, Levis Companies, Inc. 160 Pleasant Street North Andover, MA 01845 Site 5 Village way North Andover, MA OPERATOR INFORMATION: Dan L. Gelinas, P.E. Gelinas Structural Engineering LLC 579A North End Blvd Salisbury, MA 01952.1738 Phone:(97a)465-6436 Fax :(978)465-5160 danleelinas@comcasLnet Capyr!4ht )1 2007 by tr,evt!1o, Federal Way, NA, MicrILIZV,: 1A a r,g4;tgr,0 trod«nark o: iLavalcy, C'\DaC=aat. and SeLLingz\Dan GCl!.na3\1'fy DDCUP.=t:\09 T,i.C\080e& Jac Levin rOr 5 Village Way N A,m1,vvcr1e 327 %reader Left FaMl I FL;+cs, SMS W . . I, _ ` _ _ _ - , Irl L; _I :I _ i I . I L , '1 . _ .. I , _ - I . , ry,H:.yc 1 J-90e7l1QD 6.30 Serial Number. ?W5121073 h,l4 Pcs of 1314" x 2411.9E Microllam® LVL atfrkr p6ceI Encino9 rsitir•rM THISPRODUCT MEETS OR EXCEEDS THE SET DESIGN P�„^,e 1 EnQlne V6f8iCre 9.301; CONTROLS 'FOR THE APPLICATION AND LOADS LISTED -Deflection Criteria: STANDARD(LL:IJ360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 1601c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability, ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with ileveig product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iL9velO Associate. -Not all products are readily available. Check with your supplier or iLeve* technical representative for product availability, THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel6 Distribution product listed above. -Note: See iLeveIV Specifiers/Builders Guide for multiple ply connection. PROJECT INFORMATION: Joe Levis. Levis Companies Inc. 160 Pleasant Street North Andover, MA 01845 Site 5 Village Way North Andover, MA OPERATOR INFORMATION: Dan L. Colinas, P.E. Colinas Structural Engineering LLC 579A North End Blvd Salisbury, MA 01952-1738 Phone : (978)465.6436 Fax : (978)465-5160 danigelinas@00mcastnet Cor,yzight .h 2007 ty iLeva190, Eariaral key, WA, Micrella:oa� is a r9ra_e,ere. •_radeark of iT,evelli:. C:\-cuuxentn and ccttingn%nyrt GC?LASE\P:y II'\600du Cos i.aa5p f�+r 5 valagc Way N Acx:oyer\C 9�7 CArage beama.em: 2T Pfockrct Diagram is ConceptilmiI. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 14' Primary Load Group - Residential - Living Areas (psf): 4410 Live at 100 % duration, 12.0 Dead '(H OF SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other $O OANIEL L Width Length Live/Dead/UpliftlTotal GELWAS 1 Stud wall 3.50" 3.12" 6720 1 2573 / 019293 L1: Blocking Custom Blocking c) STRUCTURAL 04 No. 3 + o 2 Stud wall 3.50" 3.12" 6720 / 25731018293 L1: Blocking Custom Blocking See iLeveM 5pecifees/Buildees Guido for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 9164 -7518 31920 Passed (24%) Rt end Span 1 under Floor loading Moment (Ft -Lbs) 54219 54219 132502 Passed (41 %u) MID Span 1 under Floor loading Live Load Deft (in) 0.286 0.789 Passed (11992) MID Span 1 under Floor loading Total Load Deff (in)_ .. 0,398 ' 1.183 Passed (1-1717) MID Span I under Floor loading -Deflection Criteria: STANDARD(LL:IJ360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 1601c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability, ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with ileveig product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iL9velO Associate. -Not all products are readily available. Check with your supplier or iLeve* technical representative for product availability, THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel6 Distribution product listed above. -Note: See iLeveIV Specifiers/Builders Guide for multiple ply connection. PROJECT INFORMATION: Joe Levis. Levis Companies Inc. 160 Pleasant Street North Andover, MA 01845 Site 5 Village Way North Andover, MA OPERATOR INFORMATION: Dan L. Colinas, P.E. Colinas Structural Engineering LLC 579A North End Blvd Salisbury, MA 01952-1738 Phone : (978)465.6436 Fax : (978)465-5160 danigelinas@00mcastnet Cor,yzight .h 2007 ty iLeva190, Eariaral key, WA, Micrella:oa� is a r9ra_e,ere. •_radeark of iT,evelli:. C:\-cuuxentn and ccttingn%nyrt GC?LASE\P:y II'\600du Cos i.aa5p f�+r 5 valagc Way N Acx:oyer\C 9�7 CArage beama.em: x w Am 0 o w° co a Cf)w° Cd ° w z °�° U w ° w a�4 �a w AG a W C2 C/)w x °�° � m w z � w C5 cn E cn c o m c cy o c c.2 _= ti.ac w ev .� ea r Q v ca CL CO E.S m OS CD C O y t: y 3 ♦ m ccm v y W Ece Aa�L �: y m m 'coa :act m13:9o� cc C>2 o �o ui = co C •N dL C 0- LU .® n o, y a m- ��_ CL= A m mo O` to 4 S C36 m f �i" m i� u uJ rig O O O O v Z co d O y � C O cm y O O �— y 0t O m C12 L0 CD C CD O � CD CD 0 O _O O d CL CMQ c o-0 cc v J 'C = O yO.. C Z � CL V y O C C C c H cm 107 Audubon Rcwl Btidding 1 — Suite 19 Wakefieid, MA 0,1880 Tei, . 781.2x76-1900 >-,.x 781246-0901 Chris Graham KS Partners, LLC 700 Tech Park Drive / Suite 102 Billerica, MA 01821 North Andover Pediatrics Bid Proposal 800 Turnpike Street N Andover, MA Prism Builders, Inc. is pleased to respond to your invitation to submit this construction bid for work at the above referenced location. This proposal is based on the following drawings by Wright Interiors: Al & A2 dated 5-4-08, and A3,A4,A5,A6 dated 5-7-08. Scope of work / Clarifications to the drawings include: Demolition: $11,300. • Removal of all VCT flooring and carpet, selective wall demo per plans • Removal of ceiling grid & the in open areas Doors/Frames: $15,000. • Supply & install new paint grade doors & H.M. frames to match existing • Supply & install new door lever hardware at all existing and new doors Millwork $39,575. ■ Supply & install per plans Glass: $ 3,000. ■ New sidelight at entry door, new pass-thru glass at check-in area Drywall: $31,900. • New drywall partitions (thru ceiling) per plans (insulated at exam rooms) Acoustical Ceilings: $12,100. ■ Supply & install new 2x4 grid & Cortega ceiling tile throughout most of the space, otherwise patch & repair in certain areas Flooring: $17,000. • Supply & install new carpet and VCT throughout the space ($18/SY allowance) Painting: $ 8,700. • Paint (2) coats latex eggshell on all existing walls, (2) coats semi -gloss on doors & frames, prime & paint (2) coats on new walls 107 Au„1ubor. Road 6iA(ing ' — Site 19 Wa0,?fie:!d. MA 01880 TeL 7fit'?4fr1900 Fax 781%24& 0001 HVAC: (revised scope per Merrimack quote dated 5-12-8) $13,995. • Install (3) bathroom exhaust systems including fan's, ductwork and roofwork • Installation of (2) duct distribution systems using a portion of the existing ductwork • Insulation of all duct distribution systems Electrical: $34,450. • Relocate existing lights as needed, convenience power & switching in new offices. • Upgrade fire alarm & life safety equipment • Power wire new rooftop units and bathroom exhausts • Replace ballasts & relamp (88 lights) • CATS wiring Sprinkler: $ 4,500. • Relocate existing sprinkler heads as needed to accommodate new walls Plumbing: $35,350. • Supply & install new sinks and bathrooms per plan Building Permit $ 3,130. General Conditions & Fee $31,000. TOTAL COST: Clarifications: 1. Toilet room specialties included (grab bars, mirrors) 2. Work performed during normal business hours (portion of demo / first floor plumbing off hours) Exclusions: 1. Appliances 2. Architectural/engineering fees 3. Removal of hazardous material $261,000. F! North Andover Pediatrics 800 Technology Street North Andover. Code Analysis May 5, 2008 By RHC Professional Association Analysis Based on Mass Sixth Edition State Building Code Page 1 Occupancy of the building shall consist of tenants in Use Group "B" Business only. The Building shall be classified as Type 2 Unprotected 2C 1. Section 304.0 Business Use Grou Section 304.1 General: All building and structures which are occupied for the transaction of business, for the rendering of professional services, or for other services that involve stocks of goods, wares or merchandise in limited quantities which are incidental to office occupancies or sample purposes shall be classified as Use Group B. 2. TABLE 503 - Height and Area Limitations of Buildings b. B Business Noncombustible Construction Type 2 Unprotected 2C Height 3 stories 40' Area 14,400 sq.ft. d. Actual area of building per floor = 17,480 Sq. Ft. 3. Section 506.0 Area Modifications a. Section 506.1 General: The provisions of 780 CMR 506.0 shall modify the area limitations of Table 503 as .herein specified. b. Section 506.2 Street frontage increase: Where a building or structure has more than 250 of the building perimeter fronting on a street or other unoccupied space, the area limitations specified in Table 503 shall be increased 2% for each 1% of such excess frontage. The unoccupied space shall be on the same lot or dedicated for public use, shall not be less than 30 feet in width and shall gave access from a street by a posted fire lane not less than 18 feet in width. 100% of exterior perimeter wall is accessible Area can be increased 100 - 25 = 75 x 2% = 1.50 C. Section 506.3 Automatic sprinkler system: Where a building, other than those with an occupancy in Use Group H-1, H-2 or H-3, is equipped throughout with an automatic sprinkler system installed in accordance with 780 CMR 906.2.1, the area limitation specified in Table 503 shall be increased 200% for one -and two-story buildings and 100% for buildings more than two stories in height. 1 M1 5. 10 North Andover Pediatrics 800 Technology Street North Andover. Code Analysis May 5, 2008 By RHC Professional Association Analysis Based on Mass Sixth Edition State Building Code Page 2 Section 506.0 The allowable building area increase by code between firewalls: l.Table 503.0 (Noted above) 1.0 2. Section 506.3 (Noted above) 1.5 3. Section 506.4 (Noted above) 1.0 3.5 Allowable area increase 3.5 x 14,400 = 50,400 Sq. Ft. Actual gross building floor area = 17,480 Sq. Ft. TABLE 602 Fireresistance ratings of structural elements (In hours): Type 2 Unprotected 2C Rating A. Fire Enclosure of Stairways 2 HRS B. Fire Enclosure of Firewalls 2 HRS C. Exitway Access Corridors 0 HRS (Table 1011.4 with Fire Suppression) D. Structural Members Supporting Wall 0 HRS E. Floor Construction Including Beams 0 HRS F. Column and Girders 0 HRS G. Roof Construction 15' or less to lowest member 0 HRS Roof Construction 15' or more but less than 20' 0 HRS Roof Construction 15' or more but less than 20' 0 HRS Section 603.0 Types 1 and 2 Construction: a. Section 603.1 General: Buildings and structures of Types 1 and 2 construction are those in which the walls, partitions, structure elements, floor, ceilings, roofs and exits are constructed of approved noncombustible materials. Each structure element shall not be less than the required fireresistance rating specified in Table 602, except as otherwise specifically provided for a 780 CMR. Buildings of Types 1 and 2 construction shall be further classified as Type 1A, 1B,2A, 2B, or 2C. Fireretardant-treated wood shall only be used as specified in Table 602 and 780 CMR 2310.0 N North Andover Pediatrics 800 Technology Street North Andover. Code Analysis May 5, 2008 By RHC Professional Association Analysis Based on Mass Sixth Edition State Building Code Page 3 7. Section 1008.0 Occupant Load a. Design occupant load: In determining required facilities, the number of occupants for whom exit facilities shall be provided shall be established by the largest number computed in accordance with 780 CMR 1008.1.1 through 1008.1.3. b. Section 1008.1.1 Actual number: The actual number of occupants for whom each occupied space, floor or building is designed. c. Section 1008.1.2: Number by Table 1008.1.2: The number of occupants computed at the rate of one occupant per unit of area as prescribed in Table 1008.1.2. Table 1008.1.2 Occupancy Floor area in sq.ft. per occupant Business "B" 100 gross d. Section 1008.1.3 Number by combination: The number of occupants of any space as computed in 780 CMR 1008.1.1 or 1008.1.2 plus the number of occupants similarly computed for all spaces that discharge through the space in order to gain access to exit. 8. Section 1006.5 Length of Travel: All exits shall be so located that the maximum length of exit accesss travel, measured from the most remote point to an approved exit along the natural and unobstructed line of travel, shall not exceed the distances given in Table 10056.5 Table 1006.5 Length of Exit Access Travel Use Group With Sprinkler System (Feet) Business "B" 250 feet 9. Section 1009.0 Capacity of Egress Components: a. Section 1009.2 Minimum width: The width of each means of egress component shall not be less than the width computed in accordance with Table 1009.2 for the required capacity of the component, but not less than the minimum width as prescribed by 780 CMR for each such component. North Andover Pediatrics 800 Technology Street North Andover. Code Analysis May 5, 2008 By RHC Professional Association Analysis Based on Mass Sixth Edition State Building Code Page 4 b. Table 1009.2 Egress Width Per Occupant Use Group With sprinkler system (inches per person) Stairways Doors Ramps & Business "B" 0.2 0.15 10. Section 1010.0 Number of Exits a. Section 1010.2 Minimum number: Every floor area shall be provided with the minimum number of approved independent exits are required in Table 1010.2 based on the occupant load, except as modified in 780 CMR 1010.3. b. Table 1010.2 Minimum Number of Exits for Occupant Load Occupant Load Minimum number of exits 500 or less 2 END OF CODE ANALYSIS North Andover Pediatrics 800 Technology Street North Andover. Code Analysis May 5, 2008 By RHC Professional Association Analysis Based on Mass Sixth Edition State Building Code Page 1 Occupancy of the building shall consist of tenants in Use Group "B" Business only. The Building shall be classified as Type 2 Unprotected 2C 1. Section 304.0 Business Use Grou Section 304.1 General: All building and structures which are occupied for the transaction of business, for the rendering of professional services, or for other services that involve stocks of goods, wares or merchandise in limited quantities which are incidental to office occupancies or sample purposes shall be classified as Use Group B. 2. TABLE 503 - Height and Area Limitations of Buildings b. B Business Noncombustible Construction Type 2 Unprotected 2C Height 3 stories 40' Area 14,400 sq.ft. d. Actual area of building per floor = 17,480 Sq. Ft. 3. Section 506.0 Area Modifications a. Section 506.1 General: The provisions of 780 CMR 506.0 shall modify the area limitations of Table 503 as .herein specified. b. Section 506.2 Street frontage increase: Where a building or structure has more than 250 of the building perimeter fronting on a street or other unoccupied space, the area limitations specified in Table 503 shall be increased 2% for each 10 of such excess frontage. The unoccupied space shall be on the same lot or dedicated for public use, shall not be less than 30 feet in width and shall gave access from a street by a posted fire lane not less than 18 feet in width. 1000 of exterior perimeter wall is accessible Area can be increased 100 - 25 = 75 x 20 = 1.50 C. Section 506.3 Automatic sprinkler system: Where a building, other than those with an occupancy in Use Group H-1, H-2 or H-3, is equipped throughout with an automatic sprinkler system installed in accordance with 780 CMR 906.2.1, the area limitation specified in Table 503 shall be increased 200% for one -and two-story buildings and 100% for buildings more than two stories in height. North Andover Pediatrics 800 Technology Street North Andover. Code Analysis May 5, 2008 By RHC Professional Association Analysis Based on Mass Sixth Edition State Building Code Page 2 4. Section 506.0 The allowable building area increase..by code between firewalls: S. 1.Table 503.0 (Noted above) 1.0 2. Section 506.3 (Noted above) 1.5 3. Section 506.4 (Noted above) 1.0 3.5 Allowable area increase 3.5 x 14,400 = 50,400 Sq. Ft. Actual gross building floor area = 17,480 Sq. Ft. TABLE 602 Fireresistance ratings of structural elements (In hours): Type 2 Unprotected 2C A. Fire Enclosure of Stairways B. Fire Enclosure of Firewalls C. Exitway Access Corridors (Table 1011.4 with Fire Suppression) D. Structural Members Supporting Wall E. Floor Construction Including Beams F. Column and Girders G. Roof Construction 15' or less to lowest member Roof Construction 15' or more but less than 20' Roof Construction 15' or more but less than 20' 6. Section 603.0 Types 1 and 2 Construction: Rating 2 HRS 2 HRS 0 HRS 0 HRS 0 HRS 0 HRS 0 HRS 0 HRS 0 HRS a. Section 603.1 General: Buildings and structures of Types 1 and 2 construction are those in which the walls, partitions, structure elements, floor, ceilings, roofs and exits are constructed of approved noncombustible materials. Each structure element shall not be less than the required fireresistance rating specified in Table 602, except as otherwise specifically provided for a 780 CMR. Buildings of Types 1 and 2 construction shall be further classified as Type 1A, 1B,2A, 2B, or 2C. Fireretardant-treated wood shall only be used as specified in Table 602 and 780 CMR 2310.0 North Andover Pediatrics 800 Technology Street North Andover. Code Analysis May 5, 2008 By RHC Professional Association Analysis Based on Mass Sixth Edition State Building Code Page 3 7. Section 1008.0 Occupant Load a. Design occupant load: In determining required facilities, the number of occupants for whom exit facilities shall be provided shall be established by the largest number computed in accordance with 780 CMR 1008.1.1 through 1008.1.3. b. Section 1008.1.1 Actual number: The actual number of occupants for whom each occupied space, floor or building is designed. c. Section 1008.1.2: Number by Table 1008.1.2: The number of occupants computed at the rate of one occupant per unit of area as prescribed in Table 1008.1.2. Table 1008.1.2 Occupancy Floor area in sq.ft. per occupant Business "B" 100 gross d. Section 1008.1.3 Number by combination: The number of occupants of any space as computed in 780 CMR 1008.1.1 or 1008.1.2 plus the number of occupants similarly computed for all spaces that discharge through the space in order to gain access to exit. 8. Section 1006.5 Length of Travel: All exits shall be so located that the maximum length of exit accesss travel, measured from the most remote point to an approved exit along the natural and unobstructed line of travel, shall not exceed the distances given in Table 10056.5 Table 1006.5 Length of Exit Access Travel Use Group With Sprinkler System (Feet) Business "B" 250 feet 9. Section 1009.0 Capacity of Egress Components: a. Section 1009.2 Minimum width: The width of each means of egress component shall not be less than the width computed in accordance with Table 1009.2 for the required capacity of the component, but not less than the minimum width as prescribed by 780 CMR for each such component. a ' North Andover Pediatrics 800 Technology Street North Andover. Code Analysis May 5, 2008 By RHC Professional Association Analysis Based on Mass Sixth Edition State Building Code Page 4 b. Table 1009.2 Egress Width Per Occupant Use Group With sprinkler system (inches per person) Stairways Doors Ramps & Corridors Business "B" 0.2 0.15 10. Section 1010.0 Number of Exits a. Section 1010.2 Minimum number: Every floor area shall be provided with the minimum number of approved independent exits are required in Table 1010.2 based on the occupant load, except as modified in 780 CMR 1010.3. b. Table 1010.2 Minimum Number of Exits for Occupant Load Occupant Load Minimum number of exits 500 or less 2 END OF CODE ANALYSIS NORTH ANDOVER BUILDING DEPARTMENT Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit at: 800 Turnpike St. -Unit 202 is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL C 11, S 150 A. Also, note Permits are required under Fire Prevention laws Chapter 148 Section 10A. The debris will be disposed of in: Peabody, MA (Location of Facility) ture of Permit Applicant 5/14/08 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Ulf 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/Organization/Individual): PRISM BUILDERS, INC. Address: 107 AUDUBON RD., BLDG. 1- SUITE 19 City/State/Zip: WAKEFIELD, MA 01880 Phone 9: 781/246-1900 Are you an employer? Check the appropriate box: Type of project (required): 1. ❑ I am a employer with 4. I am a general contractor and I 6.WRemodeling employees (full and/or part-time).* have hired the sub -contractors ew construction 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. t 7• ship and have no employees These sub -contractors have 8. ❑ Demolition working for me in any capacity. [No workers' comp. insurance workers' comp. insurance. 5. ❑ We are a corporation and its 9. ❑ Building addition required.] officers have exercised their 10.F]Electrical repairs or additions 3. ❑ 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' 13.0 Other comp. insurance required.] 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. lam an employer that is providing workers' compensation insurance for my employees. Below is the policy and jab site information. Insurance Company Name: AMERICAN INTERNATIONAL COMPANIES Policy # or Self -ins. Lic. #: POL. //WC 6346633 Expiration Date:6/30b8 800 Turnpike Street—Unit 202 Job Site Address: City/State/Zip: North Andover, MA 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. Ido hereby certify and Z he p d penalties ofperjury that the information provided above istrueand correct. Snature: Date: l Phone#: 781/2 6-1900 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: A sm Phone M Board of Building Regulations and Standards s. Construction Supervisor Licenser License: CS 78126 Birthdate: 11311978 Expiration: 1/3/2009 Tr# 7969" Restriction: 00 IV I� MATTHEW R GENZALE 19 GARDEN ST #307 DANVERS, MA 01923 Commissioner TOWN OF NORTH ANDOVER Building Inspection Department Construction Control Affidavit Project Title: North Andover Pediactrics - Tenant Fit -up Project Location: 800 Turnpike Street, Suite 202, North Andover, Ma Owner: KS Partnees, Suite 102, Billrica, MA Description of Project: Tenant Fit -up for North Andover Pediactrics In accordance with Section 116.0 of the Massachusetts State Building Code, I, Richard H Casale AIA, Massachusetts Registration No: 2020, being a Registered Professional Architect, hereby certify that I have reviewed all design plans and specification concerning: Entire Project Architectural X Structural F] Mechanical Other (specify) For the above named project and that, to the best of my knowledge, such plans and specifications meet the applicable provisions of 780CMR, the Massachusetts State Building Code, and all accepted architectural /engineering practices. I further certify that I shall perform the necessary professional services and be present on the construction site on periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally famili,, with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. Pursuant to Section 116.4, 1 shall keep appropriate records. Upon completion of the work I shall submit the Construction Control Certification of Completion indicating that the work has been performed in accordance with the approved plans and 780 CMR. Signature: \C QED AR ti H. cgs F� No. 2020 01 C' BOSTON MA. Seal: OF Date: d��0 ez S Projectfe. Project Location: TOWN OF NORTH ANDOVER Building Inspection Department Construction Control Affidavit 'IN -800 Turnpike Street, Suite 202, North Andover, Ma Owner: KS Partnees Suite 102 Billrica MA Description of Projec6 Tenant Fit -up for North Andover Pediactrics In accordance with Section-TP6.0 of the Massachusetts State Building Geode, I, Rich'a`rd, Fi Casale AIA, Massachusetts Registration No: 2020, being a Registered Professional Architect, hereby certify-thlfi-f`ha reviewed all design - A specification concerning: Entire Project F� Architectural a Structural F] Mechanical Other (specify) For the above named project and tfiat, to the best of my knowledge, such plans and specifidations meet the applicable provisions of-780CMR, the Massachusetts State Building Code, and all accepted architectural /engineering practices. f I further certify that -1 shall perform the necessary professional services ,and be present on the construction site on periodic basis to determine that the work is proceeding in accordance ocumen s -approved for the building permit and shall be responsible for the fallowing as specified in Section 116. .: Tf 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by lie contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedu�s for all code -required controlled materials. 3. Be prgs�ea at-interVE appropriate to the stage of construction to become, generally familiar with the progress -9nd quality of the work and to determine, in general, if the work is being performed in a manner consistent with the constructiogdocuments. Pursuant to Semon 116.4, 1 shall keep appropriate records. Upon edmpletion of the wwk-- hall submit the Construction Control Certification o! -Completion indicating that the work ha47been performed in accordance with the approved plans and 780 CMR. Signatu EPE o AR�y/ Q�"�G�PRD H. n No. 2020 `� \ a 80STON' o MA OF MPSI Date: 6 00 O E