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38D-015 20 CHARLES ST BP-2016-0876 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38D-015 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-2016-0876 Project# JS-2016-001490 Est. Cost: $70200.00 Fee: $456.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: KEVIN WERNER 085114 Lot Size(sq. ft.): 5488.56 Owner: BLACK SHEEP DEVELOPMENT LLC zoning: URB(100)/ Applicant: KEVIN WERNER AT. 20 CHARLES ST Applicant Address: Phone: Insurance: 197 PARMENTER RD (413) 834-0488 BERNARDSTONMA01137 ISSUED ON.311512016 0:00:00 TO PERFORM THE FOLLOWING WORK.-REMODEL KITCHEN/BATH, ADD BATH,ADD & REMOVE WALLS, ADD STAIRCASE & REPAIR ACCESSORY STRUCTURES, REAR ENTRY ADDITION 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: FeeType: Date Paid: Amount: Building 3/15/2016 0:00:00 $456.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-0876 APPLICANT/CONTACT PERSON KEVIN WERNER ADDRESS/PHONE 197 PARMENTER RD BERNARDSTON01137(413) 834-0488 PROPERTY LOCATION 20 CHARLES ST l J� OL MAP 38D PARCEL 015 001 ZONE URB(100)/ r, r—v--r" (-�\ THIS SECTION FOR OFFICIAL USE ONLY: � S L PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT V� Fee Paid Building Permit Filled out Fee Paid Typeof Construction: REMODEL KITCHEN/BATH ADD BATH ADD&REMOVE WALLS ADD STAIRCASE&REPAIR ACCESSORY STRUCTURES New Construction Non Structural interior renovations / Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 085114 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 e la _ ?!//_! e ing O fici 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. Department use only City of Northampton Status of Permit. Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans °i h ne 13-587-1240 Fax 413-587-1272 Piot/Site Plans 03tr ;'r, =b °NS Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 20 Charles Street Map Lot Unit Northampton,MA 01060 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Black Sheep Development,LLC 32 Perkins Avenue,Northampton,MA 01060 Name(Print) Current Mailing Address: ele hone 413-320-7208 *nature Dkdniefte j MRahn Dale M JAe 2.2 Authorized Anent: Kevin Werner 197 Parmenter Road,Bernardston,MA 01337 Name' Current Mailing Address: 413-834-0488 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only com leted by permit applicant 1. Building $53,700 (a)Building Permit Fee 2. Electrical ( (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 14� 5_Fire Protection 6. Total=0 +2+3+4+5) $53,700 Check Number This Section For Official Use Only Building Permit Number: Fale : Signature: Building Commissioner/Inspector of Buildings Date L: R: Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Departrnent Lot Size 5,500 sq.ft. 5,500 sq.ft. Frontage 55 ft. 55 ft. Setbacks Front NA NA Side NA NA L:NA R:NA Rear NA NA Building Height 20' 20' Bldg.Square Footage 2909 53 0"' 2909 53 Open Space Footage (Lot area minus bldg&paved 330 6 1660 30% ark' #of Parking Spaces 9 6 Fill: 33 CY,Left Driveway volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ® DONT KNOW 0 YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW ® YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained ® , Date Issued: C. Do any signs exist on the property? YES ® NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 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 0 NO S IF YES,then a Northampton Storm Water Management Permit from the DPW is required. 14 51 1� SECTION 5-DESCRIPTION OF PROPOSED WORK(check all aanlicable) New House F-1 Addition E] Replacement Windows Alteration(s) 0 Roofing Or Doors El Accessory Bldg. F-1 Demolitim- ✓l New Signs ® Decks [ , Siding[p] Other[dJ Brief Description of Proposed Work; Rerwvat on of ex st ng single fmnily bane,includ ng Me int gu k h oo updates,add tion of a aew bath—L euwval of one of the two driveways and repairs to attessory sI uchues Alteration of existing bedroom X Yes No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes X No Plans Attached Roll -Sheet sa.If New house and or addition to existing housing, complete the following: 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 attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. 1. 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, Danielle McKahn and Dale M Jones,Black Sheep Development LLC as Owner of the subject property hereby authorize Kevin Werner to act on my half,ir�a I matters vela' work authori d by this building permit application. �� 1/5/2016 i n�Own 9 Date I, Kevin Werner 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. Kevin Werner Print N 1/5/2016 Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Kevin Werner CSI 085114 Licens�Nmber 197 Parmenter Road,Bernardston,MA 01337 0 Address Expiration Dat 413-834-0488 Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ / 3�177� Com n Name Regist�r tion 7;;r e v,',� Gt/e r,tie r 136 �Q g// Addressrr ? ht Expiration Date 4 /►^s✓l -tf //RJ Bcef�S7o�. f"elephone 04� 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....... IN No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one 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 building permit As acting Construction Supervisor your presence on the job site will be required from time to time,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 person(s) 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 Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations I Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name (Business/Organization/Individual): Kevin Werner Address: 197 Parmenter Road City/State/Zip: Bernardston,MA 01337 Phone#: 413-834-0488 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ 1 am a employer with 4• ❑ 1 am a general contractor and 1 employees (full and/or part-time).* have hired the sub-contractors 6. F1 New construction 2 1 am a sole proprietor or partner- listed on the attached sheet. 7. ®Remodeling ship and have no employees These sub-contractors have 8. ®Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp.insurance camp. insurance.* required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their l I.❑ Plumbing repairs or additions myself. o workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] c. 152,§1(4),and we have no Of] Other employees. [No workers' 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not 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 for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: L Job Site Address: qO C 0. \t 1e s City/State/Zip: fT 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 hereby certify under the pains and penalties ofperjury that the information provided above is true and correct Signafore: Date: 1/5/2016 Phone#: 413-834-0488 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 b.Other Contact Person: Phone#: 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: 20 Charles Street,Northampton The debris will be transported by: Allen's Roll Off and Kevin Werner The debris will be received by: Valley Regional Recycling and Transfer Facility Building permit number: Name of Permit Applicant Kevin Werner 1/5/2016 A� Date Signature of Permit Applicant City of Northampton Massachusetts ' 1 DEPAR2NWT OF BUXLDING INSPECTIONS 212 Main Street • Municipal Building Northampton, MA 01060 INSPECTOR Louis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines"Homeowner" as, " Person(s) who owns a parcel on which he/she resides or intends to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two- year period shall not be considered a home owner." The building department for the City of Northampton wants any person(s)who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backfill), sonotube holes (before pour). a rough building inspection (before work is concealed), insulation inspection (if required)and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing &gas)the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made 1, understand the above. (Home owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date Address of work location Roseburg ���t�WEtZNFR ;44.n,n . I of t s,5 r)can,4.12.3.5 kill Bea:IEngine 4.13.5.1 MatermIsDalahl"1518 Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:SBC Live Load: 40 PLF Deflection Criteria: L/360 live,0240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 24.5 PLF Filename:Beaml Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 21' 0.00" 12' 0.00" 30 10 Live Additional Uniform(PSF) Top 0' 0.00" 21' 0.00" 6' 0.00" 50 15 Snow 21 O O 9 ©, 21 O O Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.5W' 1.648" 7500# - 2 21' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.648" 7500# - Maximum Load Case Reactions used forappirng point loads(or line loads)to airrying members Live Snow Dead 1 3701# 30844 2411# 2 3701# 3084# 2411# Design spans 20' 6.750" Product: 2.0 RigidLam LVL 1-314 x 14 4 ply PASSES DESIGN CHECKS Connect members with 2 rows of 1/2"diameter bolts at 24.0"oc 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 38556.# 69302.# 55% 10.5' Total Load D+0.75(L+S) Shear 6649.# 21789.# 30% 0.23 Total Load D+0.75(L+S) Max.Reaction 7500.# 15925.# 47% 0' Total Load D+0.75(L+S) TL Deflection 0.9166" 1.0281" 0269 10.5' Total Load D+0.75(L+S) LL Deflection 0.6220" 0.6854" L1396' 10.5' Total Load 0.7 L+S Control: LL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% All product names are trademarks of their respective owners Copyright(C)2015 by Simpson Stmng-Tie company ing.ALL RIGHTS RESERVED. "Pasvng is def ned as when the member,floor joist,bearn or girder,shown on this drawing meets applicable design oitena for Loads.Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design pmfessional as required for approval.This design ass<,ntas product Installation aonrdirxj to the manufacluror s )etillr..alic, Roseburg KEVIN WERNER 2-5-16 JJ 2:43prn 1 Df l C'S i3cam 4,12.3.5 ani at bigine 4.12.5.1 Material Datalmw 1518 Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:SBC Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 20.8 PLF Filename:Beam1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 17' 0.00" 121 0.00" 30 10 Live Additional Uniform(PSF) Ta 0' 0.00" 17' 0.00" 6' 0.00" 50 15 Snow 17 0 0 Q/ 17 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.500" 6011# -- 2 17' 0.000" Wall SPF#31Stud 2x or 4x End.Grain(650psi) 3.500" 1.500" 6011# -- Maximum Load Case Reactions Used for applying point loads(ori ne loads)to Carrying members Live Snow Dead 1 2981# 2484# 1911# 2 2981# 2484# 1911# Design spans 16' 6.750" Product: 2.0 RigidLam LVL 1-3/4 x 11-7/8 4 ply PASSES DESIGN CHECKS Connect members with 2 rows of 1/2"diameter bolts at 24.0"oc 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 24887.# 50897.# 48% 8.5' Total Load D+0.75(L+S) Shear 5292.# 18481.# 28% 0.23' Total Load D+0.75(L+S) Max.Reaction 6011.# 15925.# 37% 0' Total Load 0+0,75(L+S) TL Deflection 0.6290" 0.8281" U315 8.5' Total Load D+0.75(L+S) LL Deflection 0.4290" 0.5521" U463 8,5' Total Load 0.75 L+S Control: LL Deflection DOLS: Live=100°/, Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% ■rMiiYiif All pmdua names an,bademar%s of their ,r:spocive owners .;� Copyright(C)2015 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED. "Pasvng is defined asvfien the member,floor joist,beam or girder,shown on this rlraeving meets applicable design on ten a for Loads.Loading Conditions,and Spans listed on this shceL Tr�rlions he design must be reviewed by a quail tied designer or design professional as required for approval.This design asxnnes pmdud installation aanrn rding to the anufauurer s pemi City of Northampton Massachusetts • _ • f DEPARTMENT OF BUIZ,DING INSPECTIONS z 212 Main Street • Municipal Building 3j r+'` Northampton, MA 01060 INSPECTOR Kevin Werner / January 11, 2016 197 Parmenter Road Bernardston, MA 01137 Subject Location: 20 Charles Street Map Block: 38D-015 Mr. Werner, Your building permit application with plans dated 1-5-16 requires additional information. Please provide the following items: 1. LVL calc sheets. 2. Framing layout for the floor framing in conjunction with the stair cut out. 3. Basement floor layout showing beam and bearing locations. 4. Section through the structure showing framing detailing. 5. Energy information which may be added to the section and or plans as needed for clarity. 6. Plot plan showing the distances to the boundaries of the existing structure and the new deck. 7. Deck framing layout and sizing as well as pier sizing and locations. 8. Header sizing. 9. Shed dormers typically require a structural ridge or engineered solution. 10. All load paths must be continuous to appropriate bearing and shown on the plan. 11. Smoke and CO detectors are required to code for any remodeled areas or throughout the entire building if a bedroom is added. 12. Windows in tub/shower areas must be tempered if within 60" of the standing surface. 13. Exhaust fans rated for minimum of 2.8 CFM per watt are required in all baths. 14. Basements are required to have both a safe stair in and an emergency escape. 15. Any open cavities or previously unheated areas must be fully air sealed and insulated. 16. Windows in bedrooms must have one dimensioned for emergency escape if modified. Note:The 2012 IECC with MA amendments is the non-stretch energy code and the 9th Edition Building Code and new Stretch Code are expected to begin in July of 2016. As of August 4th 2011 the 8th Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at.http://publicecodes.cyberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/­­bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1.or if high water table or severe soils waterproofing 780 CMR R406.2. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be%" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing.780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not, each bedroom and walk- in attics. 780 CMR R310.1 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems), or treating the space with supply and return. See 780 CMR R408 10. Ceiling joist are intended to prevent spread,once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4'OC in the upper 1/3rd 780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. 14. Wood walls shall be capped with double plates to provide overlapping at corners and intersecting walls with bearing partitions,joints staggered 2' minimum. 780 CMR R602.3.2 a. Exception:A single plate may be used or plates may be excluded over lintels provided the plates/lintels are adequately connected by a 3" x 6" plate .036 galvanized steel nailed to each segment with 6-8d nails 15. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 16. All I-Joist need to be protected from fire with%drywall or 5/8 wood structural panel. (R501.3) 17. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 18. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 19. Ceiling heights minimum 7'for habitable spaces, 6'8"for bathrooms includes tub/shower area if a shower head is used, 6'8"for basements, 6'4" at beams/ducts. 780 CMR R305.1. MA amended 20. Hazardous glazing locations,within 24" of a door, or within 60" of a stair, or across from hot tubs, spas, bathtubs within 60" if not 60" above the walking surface, and other locations. 780 CMR R308.4 21. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors. 780 CMR R612.2 22. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310 b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft at 1"floor. Minimum clear opening 20"x24" or 24"x20". 780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel,opening measured from the face of the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7%" from the top of the threshold and only in-swinging doors. 780 CMR R311.3 23. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8" on balustrade, 6" in the triangle. Graspable rail 1 V minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8"ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post. 780 CMR R311.7. 24. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30" above floor or grade within 36",4" sphere rule. 780 CMR R312.1. 25. Floor joist systems that are not equal to 1%Z" nominal dimension must be covered with %Z" drywall or 5/8"wood structural panel or equivalent with some exceptions. 780 CMR R501.3 26. Educate the plumber and electrician about maximum notch and hole sizes, and placement. 780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes in joist are a maximum 1/3 the depth not closer than 2" from the top or bottom or to any other hole. Notches are different. 27. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1 %Z" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 28. Where dryer ducts penetrate the wall they must be sealed with fire caulk. 780 CMR M504.2 29. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3'clearance from windows. 780 CMR M504.4 30. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing.780 CMR M504.6.3 31. Dryer duct maximum equivalent length is 35' less 5' per 900 elbow or per manufacturer's specs.780 CMR M502.6.4, no screwed connections use foil tape appropriate for the use. 32. Dryer ducts when concealed must have a permanent label or tag within 6'of the duct connection 780 CMR M502.6.5 33. Makeup air is required for dryers exhausting more than 200 CFM. 780 CMR M504.5 34. Makeup air is required for any exhaust hood over 400 CFM. 780 CMR M505.2 35. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 36. Fire and draft stopping shall be completed before rough inspection.Typical locations, top (ceiling) and bottom (floor) plates, soffits, and every 10'within enclosed cavities.780 CMR R302. 37. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 38. Dwelling/Garage fire separation.An attached garage (within 3' of main structure) is required to have%Z" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%Z" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 39. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity,which you must create. 40. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier.An air barrier is intended to stop air flow(convection) a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation,which has filtered dirt out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 41. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 42. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:Thrul-oks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 43. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom, within 10' of a bedroom door, and at the bottom of a stair leading to a finished floor above. b. CO within 10'of bedroom doors,at each level, for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels or attached garage. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 44. Closets beneath stair which have doors must be drywalled with %". 780 CMR R302.7 45. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22"x 30" is required to be located in an accessible place. It must be insulated equal to surrounding,gasketed, and secured in place. 46. Clearances above gas stoves and cook tops burners is 24"to non-combustible or 30" to combustibles. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday,8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller(d_)northamptonma.gov Thank you for your cooperation on these m ters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement City of Northampton Mail - Re: 20 Charles Street https://mail.google.com/mail/u/0/?ui=2&ik=39211afc3d&view=pt&se... a 1PoCity f Charles Miller<cmiller@northamptonma.gov> Re: 20 Charles Street 1 message Charles Miller <cmiller@northamptonma.gov> Fri, Feb 19, 2016 at 11:27 AM To: Danielle McKahn <danimckahn@g mail.com> Hi I need a plot plan showing the building, set backs from the building and from the addition. Framing, foundation plans and a section for the addition. the post in the basement requires a footing The is a bearing location needed on the inside corner of the new stair Stairs need 36" clear at finish and handrails. All open walls must be air sealed before insulating. The 2nd floor requires a structural ridge minimum ceiling height is 7' so you can drop the ceiling in order to get a reasonable insulation in the roof and meet the hot roof requirement you'll have to use medium density foam in some form I don't have a problem with you framing the 1 st floor walls but that's it we need to get this permit finalized and issued. Chuck Miller On Thu, Feb 18, 2016 at 10:51 PM, Danielle McKahn <danimckahn@gmail.com> wrote: Hi Chuck, Please see attached revisions in response to the additional information you requested. The only information that is missing is the beam specification. I've included LVLs that we previously specked out, but we've now decided to go with a metal beam, and we are still working on getting the specification for that. Please let me know your thoughts. If you'd like to meet on site, Kevin is available to that. Thanks Dani On Mon, Jan 11, 2016 at 3:50 PM, Charles Miller <cmiller@northamptonma.gov> wrote: Hi, I did a preliminary review of your remodeling plans. Please see the list attached and forward a copy to your builder. Chuck Miller Assistant Building Commissioner City of Northampton Town of Williamsburg Danielle J McKahn 413.320.7208 1 of 2 2/19/2016 11:28 AM City of Northampton Mail- Re: 20 Charles Street https://mail.google.com/mail/u/0/?ui=2&i1--39211afc3d&view=pt&se... I arise in the morning torn between a desire to save the world and a desire to savor the world. This makes it hard to plan the day. - E. B. White ................. Chuck Miller Assistant Building Commissioner City of Northampton Town of Williamsburg 2 of 2/19/2016 11:28 AM 20 Charles St- Site Plan I a�� oE+ vca\ F¢oL¢ o o A ���ataAe 0 c9 a4�Cd �r- oa t• f7 f acv' 9ry 79 9 Pf6 &F¢cc¢ 10 SS �6r P�e� �CQ (CO s ASe` s� 90,79 +5�� +/ ryo Scale: 1"= 10' ,0 L _ „ L ✓d ell d, J` �d 0 pi X'N �aQQ.\aS 2 �aQ��aS �S\\�V'N o\ Se�� �0`?• 'a ' a \e�`�a• � �' ,tea s � �� �a City of Northampton Building Department Plan Review 212 Main Street Northampton, MA 01060 ueld 91!S - IS SaPeT) OZ a P a S eqO Jd O ov A/a� ftt orrlJ20 Charlesenovation Plan - Basement g` i 5 �e yr�e`J(� �►�v� SeMPaYi 7* aw eMee2e/V<Y P, o f - f If If ff f f f f {�i�*Veaj*`C) 1 ff � t � O �'`New 3.5" U p Lolly Column f f f f himne Utl�lty 39"inside Sink � - I1 Hallway under 0 �" i stair landing— — f � Bath 2N Ik iii _j- - - - - - - I Up Ut,It� M, I I I f 3.5"lolly column f 80"head height on existing ( f under stair concrete Floor f fl f ( fl I N C E L V ff fl f f Electric Gas ( f Panel Meter Insulated Access Panel to Crawlspace Crawlspace Scale: 1 /4" = 1 '0" 20 Charles St Existing Floor Plan and Demo Plan - Basement Closet I ' Brick U � Column - -p - _ i_ !_ 1 _ ! _ i _ ! ;) Energy Notes: r - - - - - - - - Unfinished portion of basement has I single pane I windows. I I+--,Sagging 8„x8„ I beam with Brick I I sistered 2x4s Foundation I Support I II I himne Energy Notes: Brick U— utility Finished portion of Column Sink basement is heated. Fill ! O Glass block windows. Bath ' I I C- I I ( , , - - - - - - - - - - - - - - - - - - - - - - - '- - - - - ' „ Closet Beam Supported on Chimney - - - - - Boiler E _ U --r WH � Beam I Supported I I on Chimney Electric Gas ( I Panel Meter I Brick — Column - - 27.5"x19" Energy Notes: opening to Rigid insulation crawl space is installed at window height underfloor Crawlspace Scale: 1 /4"' = 1 '0" 20 Charles St Existing Floor Plan and Demo Plan - First Floor Concrete Landing a a N 4'10"x3'9"41 N r - - - - - TF— - \ I Ll _ _ _ — -1 1 \\ � I I I 1 C 1 �♦ / � I ,0 - - - - - - - - - - - - - - - - - - - --- DW I 1 i M i I , F lm Kitchen 1 , =s I Sin LA IIXUj ,- - - - ,I I 1 I Dining Stove `Chimney I I 1 ' Shower I I 1 Closet ;Fridge1: L - - - I - - - - - - - - - - - - - - - - - - - - - - L - - :- . — — —,ISI- - - -' — . i'1 Bath ; Energy Notes: — — — — — I 1 ,- - - - - = The original 1 ; area of the home is - __ -=--_I uninsulated 1 - structural brick with I no wall cavity Living Room and double _ pane vinyl I a; replacement Bedroom I Q 1 windows fa 1 ILUI - - j �1 1 V 1 fa 1 Q.' Q1 I L, LL-l 1 Closet 11 ' 1 \ I ; , Energy Notes: Enclosed Porch The front porch is enclosed and heated, with single plane 1 � 1 '\ storm windows I and storm door. I 1 It is stick-framed with fiberglass insulation.Visible air gaps where the ceiling plaster abuts original exterior wall. Scale: 1 /4" = 1 '0" 20 Charles St Renovation Plan - First Floorv;s ALL DIMENSIONS MUST BE FIELD Bench VERIFIED BEFORE CONSTRUCTIO v U 9'8"x4'2" v Leave existing masonry buttress in place in basement.pour Cathedral Ceiling footing around buttress if necessary. Cut footing through wall and refill with concrete where necessary to center footing on column. T BackOp I x -sed Brick Header.Two 2x9 -( Stove on two 4x4 Posts I I I I c i Existing split Floor I I Steel 4 x 4 col Dining Joists to be sistered I I > See Elevation detail I o , DW II Kitchen � ISI i Iml � 5 111 ISI Ln II v1 U I-01 1 Exposed I-Beam D 'n tailed 1 n l u er existing w od beam I Steel 4 x 4 col 39"inside II`�!�-- See Elevation detail=. 1 . All stairs have handrail and 39"or I Install 2x8 solid blocking perpendicular to 4o"clearatfinish I s W floor/ceiling joists above beam. Bearing Wall I Opposing joists should be joined either with Transfered 2x blocking, steel mending plate, or strap Down to Basement I Bath ° a 1 Steel 4 x 4 col a See Elevation detail W •N I c I 1 , OExposed Pipe, XPainted Brushed 44 Nickel O P st 0 42"Vanity Bath Living Room 10'1"x 60" ----------------------------------------------- ---- ;The Engineer Group, LLC PO Box 262, 20 Bofat Hill Rd Chesterfield, MA 01012 570-263-7296 Master Bedroom johnw@theengineergroup.com 10'1"x 111" /- A OF kAlrs W 7 Existing Window ion cyG� (sash opening $� JOHN A. 'A is 23.5"x24.5") W4,LLEI1 M CIVIL ^d0 46578 dffs510kAL �dY# 03/11/2016 --- ------------ -------- ------- ---- Closet Insulate Engineer seal on these sketches pertains to the mark ups for support where window of the roof system, and its load transfer to the foundation only. Other removed(RIS notes and architectural review is by others. Closet 5'1"x 7'3" Scale: 1 /4"= 1 '0" 20 Charles St Existing Floor Plan and Demo Plan - Second Floor I , Bedroom ' N o I , I , V Energy Notes: Ceiling r - - - - 1 and wall cavities filled with fiberglass batts. _ Wood single paned ` 1 windows, most with - - - - - - L. - - - storms. . - - - storms. 1 Bath T, I I I Closet i Closet ' '' ' -- - - - - Closet=___Closet ' 1 I Cedar Bedroom Closet I I � I I C I I " I I ' Storage - - - - - - - - - -Scale: 1 /4" = 1 '0" 20 Charles St Renovation Plan - Second Floor Posts each side: (2) 20 spf2 jacks (2) full height ALL DIMENSIONS MUST BE FIELD studs VERIFIED BEFORE CONSTRUCTION or (1) 5.50.5 EWP Rough Sawn #2 notched 2" for header Fasten to blocking in rafters See detail, typ both windows Engineer seal on these sketches 3) 2x$ pF#2 pertains to the mark ups for ' support of the roof system, and its load transfer to the foundation ' only. Other notes and architectural review is by others. Bedroom 1 + ' 5.89 ft X J V -------------------- -- ------------ J :The Engineer Group, LLC F `` PO Box 262, 20 Bofat Hill Rd ° y Post (4) 2x4 spf2 Chesterfield, MA 01012 Bench rl-' 570-263-7296 r-; unfinished Area: Install blocking johnw@theengineergroup.com 3 �niith hart inti elation Shely s a) ► Closet ( ) .75x7.25 LVL rn above ; '7"x 2'6" fill rafters with ~µOF k�ssa stair ; y rigid foam board brio JC)HN A. Cy�'s� insulation sealed " V'4LLEtd M cn f with low expansion civil- spray foam. "' as5re Post (4) 2x4 spf2 Lq4 aq �Fd I ST f�Eq �' rn OAESS10kAl NGCi• M (3) 2x8 DF#2 03/11/2016 06 i N /// � Cedar 4.87 ft h f X i, Closet �� E (3) 1.75x7.25 LVL 0 �i mid o 4 rt I Post (4) 2x4 spf2 Existing Windows J y (sash openings J are 30.5"x 25") i 0 ft Bedroom 2 Ln W N ri O 5.87 ft 0) ' —11. 2 ft 0 End of Dormer Original Roof ' 13.42 f (3) 2x8' DF#2 20.62 ft hh 10.33 ft full 1/4"end plate welded all full 1/4"web stiffener welded interior,both ends both sides W8x15 36ksi This top plate 5.5"x5.5",offset top pate to one side this col offset column 4" _ __ only. for stair wall (2)7/16"holes Exter wall end 4"x4"x3/16"column typ. --- i 4.5"x7"x0.5"thick bearing 16.67'+ Stair wall end plates welded to col top and Exter wall end bottom with(4)7/16"dia holes unless noted. Rotate base plate 90 de this g 24"x24"x10"footing with ; 42"x42"x10"footing with col only (3)#4 rebar ea way,3"from - F -=' (5)#4 rebar ea way,3"from -.--_ 24"x24"x10"footing with bottom bottom " bottom ELEVATION DETAIL OF STEEL ON (3)#4 rebar ea way,3"from Scale: 1 /4" = 1 '0 FIRST FLOOR/BASEMENT 20 Charles St Section: Dormer Tie In, Framing Detail, and Load Paths 40 PSF Ground Snow, Unbal and Bal load conditions calculated per ASCE? New LVL ridge beam,see plan. Notch to achieve headroom and add rafter ties all rafters to beam both sides 12 Existing 2+- r— Rid a Board Existing rafters are Spliced in random Existin 2x8 Rafters 16"O.C. H2.5A Clips places above kneewall.Add 2x6 x 5' At ach Rafter splice rafter centered on joint,fasten Fx w/(3)3/8"beads urethane const 6'8.5" See plan for new column adhesive,and(2)rows 0.131x3"nails Two6"o.c. Existing and locations Exisstin x6�af New Head 9 w Prs Height Columns00 Kneewall to remain 77'Existing (left in place �C and 6'8.5" 9 ft mns New Joist/Beams to carry roo New Head to be remo ed 00 support colu ,See plan fight at Peak after struct ral 12 ExistingDorme92 29 ft 0 V. IftRoof 7.5+- Existing 2x9 Joists @ 16"O.C. Existing joists require sister joist 2x8 ._._.......... DF#2,all joists this side only.FAsten (3)rows 0.131x3"nails 6"o.c. Bear New steel beam =spans,See both ends min.2"all new members plan 6 ft 13.43 ft 0 V (3)New 4"steel columns,see plan 3 v Z 12.31 ft Existing 2x9 Joists @ 16"O.C. C E Existing Masonry 0 Columns and T One New 3.5" Lolly Column Leave existing masonry 3 buttress in place °1 4.1 ft -j .' I J1 Existing Concrete Basement loor New foortings for steel be columns.See plan New ridge beam see plan 2x4 stud group,or EWP Block between rafters fasten rough sawn block w/joist hangers,to fasten top of studs. Header(2)2x8 SPF2 Engineer seal on these sketches or 7.25"x 3.5"EWP#2 Rough Sawn pertains to the mark ups for support of the roof system, and its -- ' load transfer to the foundation lExisting rafters I Doube Jack and double studs only. Other notes and architectural or 5.5"x3.5"EWP#2 notched 2"for i header review is by others. lExisting Gable window ii I I ' New ceiling joist/beam,see Existing Floor/ceiling joist plan :The Engineer Group, LLC PO Box 262, 20 Bofat Hill Rd -.............................. .. ........................T 2x plate fasten to joists w/ x 2"lags 24"o.c.both sides Chesterfield, MA 01012 2-0.131x3"nails ea 570-263-7296 x 2.5"bolts each plate to johnw@theengineergroup.com New Steel Beam See plan and elevation detail A OF k4S cy JOHN A. DETAIL OF POSTS AND i� Gd o� '".� " WALLEN M CIVIL HEADER AT GABLE WINDOW W) 46578 aA ?FO/STE0.EQ �F o"SS76MAL 'A 03/11/2016 ------------------------------------------------------ Scale: -------------------------------------------------- 'Scale: 1 /4" = 1 '0" 20 Charles St Section: Dormer Tie In, Framing Detail, and Load Paths rgy Notes:Install roof vents and ceiling Jois nd fill cavity with batt insulation:RI on southern \ Q U C� Q end o ormer and original roof, oof in existing rafters,R30 ✓ „ (, at peak rafters to bottom of ceiling joists Existing Ridge Bo d Existin 2x6 Rafters @ 16 O.C. New H2.5A Clips At Each Rafter New 2x4 Ceiling Joists @ 16"O.C. Typical Rafter and Collar Tie 77'Existing 6'8.5" Connection:16D Commons, and 6'8.5" Existing and inch Nail Clips or Metal Hangers New Head New Head Height Height at Peak r t i Existing ormer OrigS R�f a Existing 2x9 Joists @ 16"N. c E Xx X v v z Existing 2x9 Jo' s @ 16"O.C. c E Existing Masonry 0 Columns and V T One New 3.5" ° Lolly Column in rri ai v z Existing Concrete Basement Floor 20 Charles St Floor Framing at Staircases eaL� e Double 2x9s Joist hangers at trimmer X x N y .Q 0 E 1-beam to be installed Q) under orginal beam Sin le 2x9 Above Wall 2x9 m at landin 0) Joist hangers at C C original beam rv�ca N above)beam + ru �o ra Double 2x9 He /Trimmers 20 Charles St First Floor Staircase I 2nd Landing —6 hi h 6'8"required headroom from nosing NTS g 1 st Landing NTS —2'4"high 10" min tread (plus nosing) and 7 3/4" max riser thus we need 15 risers for over 108 1/2"floor to floor(7 1/4"risers) 39"inside v -a C ro M Basement Staircase 21 id 6'8"required headroom from nosing Landing NTS 1 st Landing NTS —1'6"high 10" min tread (plus nosing) and 7 3/4" max riser thus we need 13 risers over 99"floor to floor(7 5/8"risers) 39"inside v -o Ln c �o M Scale: 1 /4" = 1 '0"