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23A-061 (4) 63 MAPLE ST BP-2018-1174 GIS 4; COMMONWEALTH OF MASSACHUSETTS Map.Block:23A-061 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:renovation BUILDING PERMIT Permit BP-2018-1174 Project# JS-2018-001944 Est Cost$65000.00 Fee,$455.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License. Use Group: KEITER BUILDERS 102457 Lot Size(sa.4.): 12458.16 Owner: KEITER SCOTT Zoning:GB(100)/ Applicant. KEITER BUILDERS AT. 63 MAPLE ST Applicant Address: Phone: Insurance: 35 MAIN ST (413) 586-8600 n WC FLORENCEMA01062 ISSUED ON.51"018 0:00:00 TO PERFORM THE FOLLOWING WOR%MOVE STAIRS, MISC FRAMING, INSULATION, DRYWALL, ELECTRICAL, FLOORING, WINDOWS AND DOORS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeTyoe• Date Paid: Amount: Building 5/9/2018 0:00:00 $455.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2018-1174 APPLICANT/CONTACT PERSON KEIT .:R BUILDERS ADDRESS/PHONE 35 MAIN ST FL(,f FNCE (413)586-8600 O PROPERTY LOCATION 63 MAPLE ST MAP 23A PARCEL 061 001 ZONE GBHG0 THIS SECTION FOR OFFICIAL USE ONLY: PE$MIT APPLICATION CHECKLIST NCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Tvpeof Construtom MOVE STAIRS MISCF G INSULATION DRYWALL ELECTRICAL, FLOORING WINDOWS AND DOORS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Buildine Plans Included, Owner/Statement or License 102457 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER§ Finding Special Permit Variance• Received&Recorded at Registry of Deeds Proof Enclosed _Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability _Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. .Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. RF_CF \!ED Department use only UAY _ g 2018 City of Northampton Status of Permit Building Department Curb Cut/DrivelPermit 212 Main Street Sewer/Septic Availability .-FFCTIONS Room 100 WatentiVell Availability - - Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans. . ' Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLI/SHSA ONE OR TWO FAMILY DWELLING n/ SECTION 1 -SITE INFORMATION p(�(J 1� d "z' 1.1 Property Address. �Thiss section to be completed by office � 63 Maple St Florence MA 01062 Map� Lot 06?/ Unit Zone Overlay District Elm St.District Ce Diatdct SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 21 Owner of Record: Scott &.Till Keifer 35 Main St Florence, MA 01062 Name(Print) Current Mailing Address: 413 563-0102 Q Telephone azure 2.2 Authorized Anent: Keiter Builders, Inc 35 Main St Florence, NIA Nam nn0 Current Mailing Address: ]'resident. hi 413-586-8600 Si alure Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $45,000 (a)Building Permit Fee 2. Electrical $6,500 (b)Estimated Total Cost of Construction from fi 3. Plumbing $6,000 Building Permit Fee 4. Mechanical(HVAC) $7500 yy55 °o 5. Fire Protection ' l 6. Total=(1 +2 +3+4+5) Check Number This Section For Official Use Only Dale Building Permit Number: Issued. Signature: Building Commesionerllnspeclor of Buildings Date Section 4. ZONING Alt Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning Th.,column m be fillod a by Bullding Depnnmw, Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage 9 Open Space Footage (ld area minus bldg&p—d T.'k.r') #of Parking,Spaces Fill: Ivalnme&Imeiion) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES O IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO Q IF YES, describe size, type and Location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and Location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ElAddition ❑ Replacement Windows Alteration(s) 0 Roofing 0 Or Doors Accessory Bldg. ❑ Demolition ❑ New Signs [Ell Decks [O Siding[01 Other[E:1] Brief Description of Proposed Work: Remodel exstngcommercial unit including movement Ofstairs misc.framing,insulation,drywall.electrical,Mooring,windows,and doors X X Alteration of existing bedroom_Yes No Adding new bedroom Yes tLo Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet ea. If New house and or addition to existina housina complete the followlna- a. Use of building:One Family Two Family Other b. Number of rooms in each family unit Number of Bathrooms c. Is there a garage attached? d, Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attachetl? h. Type of construction Is construction within 100 flof wetlands? Yes No. Is construction within 100 yr. floodplain_Yes s No j. Depth of basement or cellar Floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank_ City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Scou Kow, as Owner of the subject property hereby authorize Keiter Builders Inc to ac y/beehalalf�,in all matters relative to work authorized by this building permit application. C� S 818 Signature of Owner Date I, Keller Builders IncBuilderS Ino as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Scott Keller am��Ge1� ✓—•G. PI:�t�r�l Id s Inc Sete Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 81 Licensed Construction Supervisor: Not Applicable ❑ Name of Linerae Holder:Scoff Keller CS-102457 License Number 51 A Hatfield St Northampton MA 01060 6.20.18 Addeayq Expiration Dale yZt President. keiter Builders,Ire 413.586.8600 Signature Telephone 9 Realatered Home Improvement Contrilli Not Applicable ❑ Keiter Builders Inc 175168 Company Name Registration Number 35 Main Street Florence MA 01062 04128/19 Address Expiration Date SKdasr o 8urnrauimers.<om Telephone 413.586.8600 SECTION 10-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 . 12 No.._.. ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(q or bvo(2)families and to allow such homeowner to engage an individual for hire who docs not possess a license,provided that the owner acts assuper,,isor.CVIR780. Sixth Edition Section 108351 Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,oris intended to be,a one or nvo family dwelling,attached or detached structures accessory to such use and/or farm structures.A person whoconstructs mom than e home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the build'buildin,permit. As acting Construction Supervisor your presence on the job site will be required from time to ame,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for persons) You hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and I ocal Zoning t as and State of Massachusetts General Taws Annotated. Homeowner Signature Williamsburg, MA City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: 63 Maple Sr Flurcncc The debris will be transported by: Keiter Builders, Inc The debris will be received by: Duseau Trucking Building permit number: Name of Permit Applicant Keiter Builders, Inc 5.7.1$ /1vGl President, 6eiler anilAers, lnc Date Signature of Permit Applicant The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street,Suite 100 U11 Boston,MA 0211 4-2 01 7 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information KeiPlease Print Legibly ter Builders, Inc Name (Business/Organization/Individual): _ Address:35 Main Street City/State/Zip: Florence, MA 01062 phone 0:413.586.8600 Are you an employer? Check the appropriate box: Type of project(required): 1.9 1 am a employer with 20 4. 0 1 am a general contractor and 1 6 [g New construction employees (full and/or Part-time) have hired the sub-contractors 2.0 1 am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working for me in any capacity. employees and have workers' 9. 0 Building addition [No workers' comp. insurance comp. insurances required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.® 1 am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box 91 must also fill out the section below showing their workers'compensation policy inomomtion_ w Homeowners who submit this affidavit indicating they ere doing all work mother hire outside contractors nmst submit anew affidavit Indicating such. :Centmctrm that check this box mustauiched an additional sheet showing the more of the nib-eoubmators and state whether oro t those entities have employees. If the sub-contractors have employees,they must provide their workers'comp-policy number. I am an employer that is providing workers'compensation insurance far mV employees. Below is the policy and job site information. AIM Mutual Insurance Company Name: — Policy#or Self-ins. Lia #:WMZ80080071392017A Expiration Date:6.11.2018 63 Maple St Florence 01062 Job Site Address: Ciry/Stale/'Lip: 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. I do herebt ify under the pains and penalties of perjury that the information provided above is true and correct. �_-Z 5.7.18 Sianatur .GPresident, Keller Builders, Inc. Date, — Phone#: 413.586.8600 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/fown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: AM RU--YYYT A� CERTIFICATE OF LIABILITY INSURANCE n6/29 2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(SI, AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed. U SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not center rights to the certificate holder in lieu of such endorsement(s). vgooNCERINAMEQCT Cynthia Headers can, _CISR Webber $ Grinnell j PHONEE�`(413)$86-0111 _FSec.NOl I^111506-Scot 8 North King Street Ig�Ess.chend.rson@Mebbera dgrinnell.com __ IN5U11ERS AFFORDING LDVEMGE_ NAICI Northampton MA 01060 PUR.E.a S.I.CtiVO 19259___ INSURED INSURE B A.I.M. Mutual R Reiter Builders, Inc. INSURER c: Attn: Scott Keiter INSURER o: 35 Hain Street _IxseRER E:_ ,Florence MA 01062 INSURER I COVERAGES CERTIFICATE NUMBERNaster ENp 2018 REVISIONNUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT Va1TH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORCED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS ANO CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSP:I TR TypEOFIXSURANCE ADDLBUBIR POLICY XUNBEfl 1 POLICY EFF IMWEHVYYYYI POLICY EXP pMliS $ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 5 1,000,000 -� DAMAGE TO RENTED, D 100000 A =— C AIM9 MADE O OCCUR pj2EMII(E IPG I$ J 8336556] 6/1/.cI 6/1@018 MEDT Y We person) $ 5,000 LIMSONAL 8 ALI INJURY 5 110001000 a APPLIES GENERAL AGGREGATE E 2,000,000 POLIC _GEN AGGREGATE LIMIT gppLlE _ _ PRC JEC} ;LOC PRODUCTSCOMPICP MnAGG� E 2,000,000 OTHER. E AUTOMOBILE LIABILITY OOMB�NGELIMR $ 1,000,000 A ANY AUTO I POLICY INJURY(Per Person 5 _... ILLOWNEO $ No SCG.,-LEA A9105217 6/1/2017 6/112018IB 90OL JUR P ciUe ) 5 HIRED AUTOS AUTOS gPDT. AUPROPERTY BPMAGE--- $ -- - Pe nem a a AUTOS Madeal payments E 5,000 $ UNBflEL1AIAB OCCUR EACH OCCURRENCE _t5 - 5,000,000 A E0.CEss UAB CLNM$MADE AGGREGATE ''. E DEC a I RETENTION" NTI N To 000 S2265567 6/3/EDIT 6/112030 E WINNERS COMPENSATION a PERT i a 0EX AND EMPLOYERSLIABILITY .ANY PROPR ETORCARTHERIXECUTIVE TSR. EL.EACH ACCIDENT E 1,000,000 OFFICEPMEMBER EXCLUDE N N/A B (MenMury In XM) WZ80080071392017A 6/1112011 6/11/2013 11 OSEASE EAEMPLOVE E 11000,000 lyes.4m..uMn DE RIPTIONOFOPERATIONSn&oN IEC DISEASEPOLICYLIMIT 11 1.000.000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD ml,AJEPImF1 RmeMe SdIe6uIL may 6e afterem N mmn spm Ia,epul,e0) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE C Henderson, CISR/CIN ®1986-201 A ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS1195 nR,nnn gel Keite 3Maplest-Level 8 5-7-❑ n,llcmnC,gve M169l1.3m uumm 1551 7 20a I of Member Data Description:CalcB3 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 4.4 PLF Filename: C:\KMW\JOBS\ Other Loads Type Tdb. Other Dead (Descriptor) Side Begin End width San End Star) End Category Replacement Uniform(PLF) Top 0 0.00' 5' 5.W' 171 0 Snow Replacement Uniform(PUD Top 0' 0.00' 5' 500" 229 171 Live 550 O B ssp Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0 0.000' Wall N/A N/A 1.500" 1263# – 2 5' 5.0w Wall N/A N/A 1.500' 1263# Maximum Load Case Reactions ua w,.rwrvre .e=m,ucacmpm=.miro n, w Live Snow Dead 1609# 45m Ossa 2 6r9a 454a Ossa Design spans 5' 3.75e Product: Spruce-Pine-Fir #2 2 x 8 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacdy Location Loading Positive Moment 1677.# 2645.# 639/6 2.71' Total Load D+0.75(1-+S) Shear 975.# 2251.# 43% 4.83 Total Load D+0.75(L+3) LL Deflection 0.0403' 0.1771" L/999+ 2.71' Total Load 0.75(L+S) TL Deflection 0.0639' 0.2656" L%B 2.71' Total Load D+0.75(L+S) Control: Pcorve Momeol DOL': live=100'/ Srax=115% FlMf=ln Wlrr=160%, This Temher has xwn deslgnecl h accoNance with NDS 2005 Doug Hodgins cwrMm Igzms w s�mw.slAre-n<ca.,wro in<.nu nieeTs n's'nvzr. rk Miles Inc. =ace .eancae sans me memo.,,naoaom.e<.maelnel nw«c on lmsenmry mmzeaancmie a<aac cnmcz o1 1.L®emq c 11—aceso<.zuam om11. e 1h. 21 West St. —iliv-. ...teaw.h, KeiterE3MaplvJt-Level 8 5-7 It mr— iipire 21119,03 7,19an, Yiivee nu—hDa1559 2 01' Member Data Description:CalcG2 Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Detraction Criteria: 0360 live, 0240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 4.4 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trtb. Other Dead (Description) Side Begin End Width Start End Stan End Category replacement Uif (PLF) Top 0000" 7' 375" 167 56 Live Q 7 312 7 312 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000' Girder N/A N/A WA 756# — 2 7 3.750' Wall N/A N/A 1.500" 758# Maximum Load Case Reactions error Wy,MwIm6mr l l nelAw,W,ng—its, Live Dead 1 5574 00N 2 557# 2004 Design spans S' SAW Product: Spruce-Pine-Fir #2 2x 8 2 ply PASSES DESIGN CHECKS 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 1264.'# 2300'# 54% 3.59' Total Load D+L Shear 620.# 12226' 31% 6.59' Total l Le D+L LL Deflection 0.0561' 0.3339' IJ999+ 3.59' Total Load L TL Deflection 0.0761" 0.3339" L/999+ 3.59' Total Load D+L Centro: Positive Moment DOts: Uw,IDCA Snow=115% Roof-125% Wind=16, This mamba'has Ewen design in aneordarme with NOS 2005 Minimum heamg length requirements at flans tred connections depend on Inc Connection style and are rot imioloed in this design. All wwu<1Doug Hodgins rk Miles Inc. cw, iclmmor si,mmnsw,pnecomnanAmc.AT Alomsnesenveo. i.S West 1. .n,,....,�n�lmeo.n ..,,..°.LAli17°.,.ni m.w.mmn,00u.om:`;°:e°m".me:ereeo ro�no.oa...,eio„a°o°a' suAe le.on..,.... 21 21 West S_,.... n loran iot Keiter63MapleSt-Lcvcl 8 5-1-11 ,nuumf Prcm169o1 nm°ri"1,wLi I", Z 9a1n 3 of, Member Data Description:Call Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 4.4 PLF Filename: CAKMW\JOBS\ Other Loads Type This. Other Deed (Description) Side Begin End Width Stan End Stan End Category Replacement Uniform(PLF) Tap 0 0.00" 5' 8.75" 5 1 Live Replacement Uniform(PLF) Top 0' 0.00" 11' 7.75' 27 7 Live Replacement Uniform(PLF) Top 5' 8.75" 11' 7.75" -53 -13 Live Replacement Uniform(PLF) Top 5' 8.75" 11' 7.75" 27 7 Live Replacement Uniform(PLF) Top 5' 8.76' 11' 7.75" 40 13 Live P ttLBS) Top 5'10.2Y 162 81 Live O 11 712 8 n 712 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A WA 1.500" 479# 70# 2 11' 7,750" Girder N/A WA N/A 899# -253# Maximum Load Case Reactions vm°m°awmcea Ll;eDead 35"D 'e°n Live Dead 1 512# Tir 2 512# IB7N Design spans 19 11 625" Product: Spruce-Pine-Fir #2 2 x 8 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 25411us at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1961:# 2300'# 85% 5.85' Total Load D+L Negative Moment 517.# 2300.'# 31% 7.52' Total Load D+L Shear 2133' 1958.' 31% 10.81' Total Load D+L LL Deflection 0.2133" 0.3656" J617 5.87' Total Load L U TL Deflection 0.2961" 0.5484" IJ444 5.87' Total Load D♦L cert Positive Mnnent DO": Live-Joa% Snow=115% Root=125% Wind6160% This member has been essigled In wcodarlce with NDS 2005 Minimum bean,length requirements at here awd core,lions dei on the connection style she are not Included in this hei nil w°awlre :re ma°m.m°mm.rcreyaw.o..:z Doug Hodgins rk Miles Inc. �crremlmm�s or sm-°ewr.a.'c ,uK.ur RiGRTe ReseRVse. 21 West St . ',;,°e.._.,_.,.".,..,..a° 6:,,...,..,,_...,°mamas „p.".....«^,mmeelnaz°i:`,..:°,°S'R:,`.,....., °:°:"P m'q..,,..m:°sm',...,.....,..::ne" ,.,__..._«._,..._ Ylnum iol KeiterOSMaplest-Level 6 1 /-11 ,nii-ipire 3116901 Au¢mq WwW.¢1551 7:19an1 4 of, Member Data Description:Calci Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.6 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Star) End Stan End Category Replacement Uniform(PLF) Top 0' 0.00' 310.00" 5 1 Live Replacement Uniform(PLF) Top 0' 0.00" 15' 3.00" 27 7 Live Replacement Uniform(PLF Top 3' 10.00" 9' 4.00" 27 7 Live Replacement Uniform(PLF) Tap 3' 10.00" 15 3.00' -53 -13 Live Replacement Uniform(PLF) Top 3-10,00- 15' 3.00" 40 13 Live Replacement Uniform (PLF) TOP 9 4.00" 15' 3.00" 27 7 Live Point(LBS) Top 0' 4.63' 1 201 Live Point(LBS) TOP 0' 4.63" 363 0 Snow Point(LBS) TOP 3111.50" 570 238 Live snrr1i It 15 3 0 15 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 155411 -9# 2 15' 3.000" Girder N/A N/A N/A 11100 -387# Maximum Load Case Reactions uun lu,Wlrlrvd wE:lwun¢loedyio n,rySnowMrs w Live Snow Dead I 92" 363# 795# 569# 2 795p M 316# Design spans 14' 6.675" Product: 1-3/4x9-1/2 VERSA,LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 387lbs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4750:# 13958.# 34% 6.21' Total Load D+L Negative Moment 1311 13958.# 9% 8.4' Total Load D,L Shear 13638' .7286" 480 0.4' Total Load D+L TL Deflection 0.3638" 0]286" U480 7.67 Total Load D.L LL Deflection 0.2591" 04859" 0674 7.fiP Total Load L Comm: LL Delleulia DOLS: live-l(u% Srow=t15Y Rei=125% Wie lfA% ManNxlurers In51allation guide MUST he consufted la muni Or connection wails and alternatives Minimum b al length requirements a1 harlgered calnleetiom nature on IM camenuon style ant are rut neluded In this resign. n11r,Aau<I Doug Hodgins rk Miles Inc. aer•em'a'olr ps1mnnn slAm-ne comp.,,r menu niclmiRlrinveo. 21 West St. .._ :.°:°.:"..,.......,.,"::`.,;Ca°:'::.................P:.mer w.,roo,ni:dMIrq..'",.,:IPM-Neegeu::.tsna ..,..,,..Low�°°�„„,,:m;°s°9.p......„n,:me.r m. o.....lot Kcrterb3MapieSt-Level IU 5-7 h ,n aeaniFoa.a llopOl aalit eaeraa wont�111171 I of Member Data Description:Dill Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 7.3 PLF Filename: C:\KM W\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Stan End Stan End Category Replacement Uniform(PLF) Top 0' 0.00" 1' 4.50" -23 -7 Snow Replacement Uniform(PLF) Top 0 0.00" 1' 450" 71 20 Snow Replacement Uniform(PLF) Top 0' 0.00" 2' 9.00' 8 2 Snow Replacement Uniform(PIT) Top 0' 0.00" 2' 9.00' 23 7 Snow Replacement Uniform(PLF) Top 1' 4.50" 2' 9.00" -23 -7 Snow Replacement Uniform(PLF) Top 1' 4.50" 2' 9.00" 71 20 Snow Point(LBS) Top 1' 4.50" S 1245 Live Print(LBS) Top 1' 450" 2750 0 Snow oil (a 290 O 290 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2182# -29# 2 2' 9.000" Wall N/A N/A 1.500" 2182# -29# Maximum Load Case Reactions u�or w ,poe wpmloan p,,1. oaroaarinam .m Live Snow Dead I 4N 1511# 671# 2 4N 1511# 671# Design spans Z 7.7W Product: 1-3/4x7-1/4 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Deslgn 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 Negative Moment 2764.'# 9634.# 28% 1.38' Total Lead D+S Negative Moment 20.'# 9634.'# 0% 1.38' Total Load D+S Shear 2098+# .1323" 37% 0.06' Total Load D+S TL Deflection 0.0127" 0,0882' L/999+ 1.38' Total Load D+S LL Deflection 0.0087" 0.0882" IJ999+ 1.36' Total Load S Control. Shear DOLs'. Looe-IW Snow=115% Rool=125% Win1--1609% Manufaawhers installation Woe MUST to aansulletl for multi-p'y conn ran Geteils end eternai.v.S nil vAonc�nam.aa��eeman:onnera�en.e owmn Doug Hodgins rk Miles Inc. eaOY�B�loc, a0 ,Sint ne,1....ny lm LPIG ITS rESlrp 21 West St. .�9 awe..s.can.....n.fu'�n:..�...l..e....Z,n.at p...w a�'mh��m ma[p1c 1..�0�...re br 11- ."..-4itla MSwn 9e0 onn..n tt1.T1w • .min rn� a..�Inma sol Keilerh3MapleSt-Level 10 J- 1-11 mn anTR c-0Ifi901 IUKcnk OatlFmc l 55] -/:1531m 1 Of Member Data Description:Call Member Type: Girder Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing', Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 16.2 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trio. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) TOP 0' 0.00" 24 0.00' 0 54 Live Replacement Uniform(PLF) TOP 0' 0.00' 24' 0.00" 0 54 Live Replacement Uniform(PLF) Top 0' 0.00" 24' 0.00" 132 0 Snow Replacement Uif (PLF) TOP 0' 000' p2,4' 000' 132 0 Snow R vianis /'u` 51 3 0 0 O 21 0 0 2400 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 3' 0.000' Wall WA N/A 1.998, 5245# -- 2 24' 0.000" Wall N/A N/A 1.500" 3913# Maximum Load Case Reactions , lo,aro.�w�•I l,aa¢l=, �<sanloeawire Live Snow Dead I35094' 1567k M 2 9% 2669M 1243# Design spans 3' (,"I (len cent) X 7.375. Product: 1-3/4x16 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS 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 191 42961 459/6 13.31' Total Load DES Negative Moment 1745.'# 42969.'# 4% 3' Total Load D+S Shear 35651 122364 29% 3.01' Total Load D+S TL Deflection 0.6260' 1.0307' U395 13.31' Total Load D+S LL Deflection 0.4271" 0.6872" U579 13.31' Total Load S TL Deil.,Lt. -0.2783' 20258 0' Total Load D+S UL Defl.,Lt. -0.1898, 20379 0' Total Load S Control UL Deflection DOLS: five=100% SnoAR 5% nooi=125% Win,6160Y Mmufxturii insla'lation guide MUST to consu tetl for mulligy connection DEREII5 ant alternatives nu aaa,crRatle:are we.ma..ol ln.n Rve w.ners Doug Hodgins rk Miles Inc. corrnvm wlmre w emnmn Slm,p T11AAA anyltt.ALL RIGHTS RESERVED. b .tinS�n.nr. ¢Tee 21 West St. ..9...�aula�.....u'......uaw�.........�.-....m4'u�.rni. ...urv.N^6,mNaeOYcad.w�.m.a...I.e.u.n...•a.�...�. �' Qiitow.. Keiter63MapleSt-Level 15S-1-II "i et vinsi�.anavbl 7:19,m bRrtik Iwi I'll I of Member Data Description:Call Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 4.4 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trlb. Other Dead (Description) Side Begin End Width Start End Stan End Category Replacement Uif (PLF) Top 0' 000" 4' 100" 84 28 Live 410 O m 410 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder WA N/A N/A 202# — 2 4' 1.000" Wall N/A N/A L500" 202# — Maximum Load Case Reactions v..e o,.arr�re Live Dead egornan.mt.<.mmameao Le 1 9 p 56#e 2 10.5p SiaW Design spans 3 5.375" Product: Spruce-Pine-Fir #2 2x 8 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral boxing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1744 2300.'# 6% 1.97' Total LoaDsL Shear 131.# 1958.# 6% 0.26' Total Load D+L LL Deflection 0.0020" 0.1149" L/999+ 1.97 Total Lead L TL Deflection 0.0028" 0.1724" L/999+ 1.97' Total Load D+L Control: Positive Moment Dols: Wa-100°/ snowd15% fioof_125% WIrd�160v. This member Ilan been essigned In accordance with NDS 2005 Minimum bearifg Wish ow iremeMS at"ared connections doxyric on To connection Style ad are Mt inclWM in this Cesly'ig ui wneu<i n.ma<.re Irea.mm.mn.e,.v.<e..o.n:o Doug Hodgins rk Miles Inc. cwr•am In corm,sm ns,. _1.Co.,��=nu aicrv.s M-oh . 21 West St rsne.ea.m a..e.n m......nw,ims.w-o�ews e�nn mim,.ww ma.I:wvn<.m.min,ommetw<o.e.comma eonemon..ne s,iw,omnns.m.ln. IC IT BUILDERS35 Main Street-Florence•MA•01062•PM1one 4135868600•Faz 4132800124•keiWbldl ,,mm Commissioner Hasbrouck 5.8.18 Subject: Request for Waiver I request that you grant a modification to waive the requirement for control construction for the 63 Maple St Renovation Project at 63 Maple St in Florence because the work is of a minor nature, will not affect health, accessibility, life and fire safety, or structural requirements and is impractical in that the cost of control construction is considerable when compared to the cost of the proposed work. All work will be completed within the prescriptive requirements of 780 CMR. Thank you for your consideration. "Mass Amendments, sections 107.1 allows for an exclusion from control construction for this project" Respectfully, Scott Keiter Keiter Builders, Inc. 35 Main St Florence, MA 01062