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HomeMy WebLinkAboutBuilding Permit #Exception - 20 Belmont Street 5/1/2018 BUILDING PERMIT of"°DT"�� TOWN OF NORTH ANDOVER cr APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received I/-Ao 16 � �4 �gsS^CHUS�� Date Issued: IMPORTANT: Applicant must complete all items on this page , �LOCATION o� t r ;k Print PROPERTY OWNER,"- Print % , MAP 210 m PARCEL: " _.ZONING DISTRICT. 'Historic Distractno " _ yes r .. "MackineShop 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`� °Velly Floodplain Wetlands u Watershed District WatedSewer w DESCRIPTION OF WORK TO BE PREFORMED: _identification Please Type or Print Clearly) OWNER: Name: vti ��{L, S �fi`� Phone: 7� Address: CONTRACTOR NPhone: Andress: s .y Si,JP ervisor.s Construction License: Exp. Date. _ A. .Homexlmprove- ent License: W` N Exp. gDate: ARCHITECT/ENGINEER Phone: Address: Reg. No. I FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. J Total Project Cost: $ FEE: $ Check No.: Receipt No.: •� NOTE: Persons contracting with unregistered contractors do not have access to the; Signature of Agent/Owner'x' Signature of contractor t, l 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 i ❑ Copy Of Contract Ll 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) i ❑ 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 i Doc:Building Permit Revised 2008 i r I i Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land.area, sq. ft.: i ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No in. 1 - MGL Chapter 166 Section 21A F and G m $ 00 $1000 fine I NOTES and DATA— (For department use) I i ❑ Notified for pickup - Date Doc.Building Permit Revised 2010 I Plans Submitted Plans Waived Certified Plot Plan Stamped Plans 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 COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS i i Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes 1 Planning Board Decision: Comments it ,I Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit ',j DPW Town Engineer: Signature: <� Located 384 Osgood Street y` = .AR?MENT =Temp Dupster on site yes wta rio_ 'Street Doc:Building Permit Rj ` T . d T -IQM.A.S V. GAL.,L.ICAN, PE C.:ivzl str zzcanr<cl 1 n inecE iaz} While-(617)548-140" 393 Nhin Street Professional EngineerOffice-(978)510-1561 West Ncvvhur,%,MA 01985 PRf?JEC T ti:11A' E: �FS .Imen N /t�tQi�i�c.� 1'a€:e.............._�................._of o S rJ r QS a L = G � 1►' a1 ' l 1p� ° C o d L W ` a PC L = L 31 Vl n 4 -c a a 0 5 a Lk F as LL; 4AL ; I N s� raa ✓ BIC o. 71 8 9 ! 44 T tc �01 Al 10-19-10 KeyBeam 1:36pm 1 of 1 KeyBeam®4.506a kmBeamEngine 4.508e Materials Database 1197 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 10 PLFV Deflection Criteria: U360 live, 0240 total 0.500"max. LL Live Load: 40 PLF/ Deck Connection: Nailed Member Weight: 15.6 PLF Filename: KYB1 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PSF) 0' 0.00" 15' 0.00" 10' 6.00" 10 30 Live Additional Uniform (PLF) 0' 0.00" 15' 0.00" 85 0 Live Additional Uniform(PSF) 0' 0.00" 15' 0.00" 10' 6.00" 10 20 Live 15 0 0 15 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.607" 6328# — 2 15' 1.750" Wall N/A 1.607" 6328# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Dead Live 1 2352# 3976tf 2 2352# 3976# Design spans 15' 1.750" Product:2.0 RigidLam LVL 1-3/4 x 11-7/8 3 ply Component Member Design has Passed Design Checks.— Minimum 1.61"bearing required at bearing#1 Minimum 1.61"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 23960.'# 31052.'# 77% 7.57' Total load D+L Shear 5501.# 118454 46% 14.39' Total load D+L TL Deflection 0.6752" 0.7573" U269 7. Total load D+L LL Deflection 0.4242" 0.5000" U428 Total load L Control: TL Deflection O�Z1 S9cyG DOLS: Live=100% Snow--115% Roof--125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% F Manufacturers installation guide MUST be consulted for multi-ply connection details and alteFpatives THOMAS GALLIGAN CA No.47163 Q A90� FGlSTEp�O`��c� FSS/ONAL GI All product names are trademarks of their respective owners Patrick O'Grady Jackson Lumber and Millwork ENTERPRISES,LLCµ + *.. Copyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. 245 Market Street "Passing is defined as when the member,FloorjoisL beam or girder,shown on this dravring meets applicable design criteria for Loads,Loading Conditions,arW Spans listetl on this sheet.The Lawrence,MA desi n must be reviewetl a ualifietl deli ner or desi n rofessional as wired for a roval.This design assumes otluct installation accordin to the manufacturer's rcations. T 10-19-10 KeyBeam 1:41pm loll KeyBeam®4.506a kmBeamEngine 4.508e Materials Database 1197 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 10 PLF Deflection Criteria: U360 live, U240 total 0.500"max. LL Live Load: 40 PLF Deck Connection: Nailed Member Weight: 12.5 PLF Filename: KYB2 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform(PSF) 0' 0.00" 6' 6.00" 12' 0.00" 10 30 Live Additional Uniform(PLF) 0' 0.00" 6' 6.00" 65 0 Live Additional Uniform(PSF) 0' 0.00" 6' 6.00" 12' 0.00" 10 20 Live Point LBS 3' 3.00" 2352 3976 Live 660 .4 660 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.578" 6213# — 2 6' 7.750" Wall N/A 1.578" 6213# — Maximum Load Case Reactions used for applying point toads(or fine loads)to carrying members Dead Live 1 2231# 3982# 2 2231# 3982# Design spans 6' 7.750" Product:2.0 RigidLam LVL 1-314 x 9-1/2 3 ply Component Member Design has Passed Design Checks.— Minimum 1.58"bearing required at bearing#1 Minimum 1.58"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 155794 204364 76% 3.32' Total load D+L Shear 54864 9476.# 57% 0.01' Total load D+L TL Deflection 0.1428" 0.3323" U558 3.32' Total load D+L LL Deflection 0.0911" 0.2215" U875 3.32' Total load L Control: Positive Moment DOLS: Live=100% Snow--115% Roof--125% Wind=160% (N OF Design assumes a repetitive member use increase in bending stress: 4% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives O THWAS GAWGAN RU>:l.�1�168 Iao 12 <STOSS All product names am tratlemarks of their respective owners Patrick O'Grady Jackson Lumber and Millwork Vtk Copyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. 245 Market Street ✓ ENTERPRISES,LLC "Passirg is defined as when the member,floorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The Lawrence,MA desi n must be reviewetl a ualifietl tlesi ner or deli n rofessional as re uiretl fora royal.This deli n assumes otlucl installffiion accortlin to the manufacturers 'fications. FLOOR LOAD TABLES General Notes ■ Table is based on: - Uniform loads(beam weight considered). - More restrictive of simple or continuous span. - Deflection criteria of L/240 total load(TL)and L/360 live load(LL). ■ For live load deflection limits of L/240 or L/480,multiply Live Load L/360 values by 1.5 or 0.75,respectively.The resulting live load may not exceed the total load shown. Also see How to Use This Table on page 18 and General Assumptions on page 5. 1.9E Microllam© LVL: Floor-100% (PLF) continued Span Condition k'3i%:"Width(2 ply)- 5al4'Widih(3-ply) 1416" 18 20" 5�/z". .,,,',7�1a ._�;Ji/a" 9✓2' X11/4'.' llrle' 14 16 '1 18" 20" Total Load 3 589 3,917 3,917 3,917 1,297 2,287 : 3,082 3,188 3,972 4,272 5,384 : 5,875 5 875 5,875 6 ive Load L/360 * 870 1,879 - -- _ _. MinEndlint Beaflng(in) 41/10.3 4.5/11.3 4.5/11.3 4.5/11.3 1.5/3.5 18/4 4 2.4/5.9 r 2.4/61 3.0/7.6 3.34 2 4.1/10.3 4.5/11.3 4.5/11.3 4.5/11.3 Total load 1� 2 414 2 885 2 932 2 932 X438 '1 978 ) 2 086 2`193 2 745 2 935 3621 4 328 4 399 4 399 8' 1101oad L/368 * * 380 1 842 1666 M)nEntl/Int.'Beatih tin) 3119 3 4A/1L 1' .4.5/1 134 Slii 3 ,1513 5 1513 5 3 2115 3 2 2!5 6 2$/7 0 3 0/7 5 3 7/9 3 4 41111 4 51113 4 5/113` ....... Totailoatl 1,937 2,294 2,466 2,466 219 498 1,475 1,551 2,128 2,354 2,905 3,441 3,699 3,699 9 6, Live Load'L/368 1,032 1,112 s 1,778 2,061 �- ... .......-,.. ..... .. .... Min Endiln#.`_Bearing(m) 3.5/8.8 4.2/10.5 1 4.5/11.3 4.5/11.3 1.5/3.5 15/3 5 1.8/4.5 1.9/4.7 2.6/6.5 2.9/7.2 3 5/8 8 4.2/10.5 4 5/113 4.5/11.3 Total Load 1817 2147 2 342 2 342 177 406 i 325 1,398 1;919 2123 2 725 3 221 3 513 3 513 To -Lite Load L/360 * � * * 893 F 963 1;544 1,292 *� Min.End/Int'8earin"(iri) 3 5/8 7 41110 3 4 51113 4 51113 1513 5 11.513.51.714 3 i 8l4 5 �2 5/61 21/6 8 3 518 7�411103 4.5/11.2 4 5/112'' _.(....,_-...-._a,. ,Total,L 1,333 1,709 1,948 _1,948 82 193 781 844 1,327 1,469 2,000 2,563 2,922 2,922 12 Live Load L/388 „ 1 138 1635 * * 530 572 927 1,080 1,707 2,453 ......... ; ..... ...... ..... ........ Min End/Int,'Jearin tint` 3.1/7.7 3.9/9.9 i 4.5/11.3 4.5/11.3 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 2.0/5.1 .7 3.117.7 . 3.9/9.9 4.5/11.2 4.5/11.2 Total ---- Load,""" 975 X1253 1563 1667 it)0 494 535 $�9 � 102 1,463 188U , 2 345 2 50U 14: li W u ve load WHO 741, 1075 1483 * -339, 366. 591 697 1 112 r 1613 2 225 _ ,- Min End/Int Hearin tin) 2.616:6 3 4l8 5 4 2/1U 5 4 5111 �<„ 1.511`5111513.5 1.5/3 5'.� 1.6 4:0 � 1.914 7 6/6'6 3 418, �41110,5jA.5/11.2 Total Load 684 897 1,120 1365 300 326 i 540 634 1,026 1346 1680 1 2,048 P .. Live Loadtl860 465 680 945 1,263 209 227 371 435 698 1020 1418 .1,895 __ _ _ Min End/lnt.Bearing Gn)3 2 215.5 2.9/1.2 863 /9 4.4/10.9 1.5/3.5 1.5/3.5§ 1.5/3.5 1.5/3.5 2.2/5.5 2.9/7.2 3.6/8.9 .4.4/10.9 Total toad 4$8 710 $87 1082 210 228 982 X733 106fi 1,331' 18 B Live Load t/3B0 335 491 686 X922 199 162 266 311 ; 502r k 737 1,030 1383 ' Min Endllnt.Bearin (in.),X1814.4 ' 26164 3 218 0 3919 7, ° 1'513 5 1.513 5 1513 5 X1513 5 j 18/44 2 6/6 9 3 218 6 3 919 7 __ -- w.� Tataitoad 387 573 756 922 164 1 178 300 354 580 860 1 134 1,384 20 Live load 1/360 267 393 , 550 741 119 i 128 ( 212 248 401 590 826 1,112 Min End/1nt..6ia4 '(in) 1.5/3.8 2 2/5 6 3.0/7.4 3 6/9 0 1.5/3.5 E 1.5/3.5 1.5/3.5 1 5/3 5 1.5/3.8 2.2/5.6 3 0/7 4 3.6/9.0 X289 432 611 759 120 13) � 223 263 434 1 648 916 1138 22' Live load LI3fi0� 202 298 4192 566 ) 897 160 „ _187304 448 629 850 °Min End/l 8earin (id) 15/3 5 1914 7 2 6l6 6�� 3 318,2 � � 1513 5 1:_5/3 5 ,1.5/3 5 1.5/3 5 15 3r5 1914.7 2 616.6 3.3/8,2 TotaiLoad� 221 332 1 411 634 89 98 168 199 332 498 707 951 ... .a... f....__. �. ...:..... X24' Live Load t/360 157 232 _326 442 _ 69 75 123 145 235 348 490 663 _,_.._.._.... Min.14dilnt.hearingOn.) 1.5/3.5 1.6/4.0 E 2.2/5.6 3.0/7.5 1.5/3.5 1.5/3.5 11.5/3.5 1.5/3.5 > 1.5/3.5 1.614.0 2.2/5.6 1 3.0/7.5 � Total Load ;; 172 259 370 1 506 67 74 129 153 i 258 389'. 555 760 28' Mtm Endd/Int38earin (in) �P151 1383w5; 1914 8 9 97 L Fll 186 ?75 388 527 �' _�� 13 5 i 5i3�5 153 5 a 1513':5 15/3 5 i 19/4$ 2 616 5 Total Loatl� 135 205 294 405 51 56 100 120 203 308 442 607 28 liveloatlL1368 �v`� 99 148 208 283 4347 78 92 149 222 313 425 Mihntl/Int Bear`in (in) 1 5/3 5 1.5/3.5 17/4 2 2.3/5.7 1.5/3.5 ; 1.5/3 5 1 5/3 5 1.5/3.5 1 5/3.5 1 5/3.5 1.7/4.2 2 3/5.7 Tatai Load 108 164 237 327 ' 78 9A 162-t ' 247 356 491 0 uve Load L/36D 81 120 170 232 ri 63 75 X122 181 256 348 w 1 ..a Min Endl,Int.;Bearin'(in') 1513,5 r i 5/3;5 „-1513 7 2.015A ' 1513 5 ,,,15/3 5 1.513:5 1.513:5 1.5133 *Indicates Total Load value controls. A/1 4IT/� t®a 111 lee'P.0 ii-evel Beam,Header and Column Specifier's Guide TJ-9000 June 2010 19