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16C-041 D q �, Q' � � Q'• ro � �'`� tD O � n Q'• � O rr N c l �.. O Q * c�fl acl rid Oo o w ry o tv �+ O h at n . �- t S . 1p � � m ro ro � � � � �• r ro �N. Q � � � U� • '� '? � � o ° p � O rt r ro •O ro ;t (yn� A ro r+ ri r+ co y cp Y� 4 o a C -t O ro �1 N @ Q CV� c l r n gn' �� �' Q'' C � e�i• � y.. 7� o b 345 SPRING ST BP- 2011 -0127 GIs #: COMMONWEALTH OF MASSACHUSETTS Ma :Block: 16C - 041 CITY OF NORTHAMrTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL C.142A) Category BUILDING PERMIT Permit# BP- 2011 -0127 Project # JS -2011- 000220 Est Cost: $200000.00 Fee: $1048.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: 5B Contractor. License: Use Group: R4 JOHN ZIEMINSKI 017889 Lot Size(sg. ft.): Owner. JOHN ZIEMINSKI Zoning: URA/WSP Applicant: JOHN ZIEMINSKI AT: 345 SPRING ST Applicant Addre Phone: Insurance: 8 WOODRIDGE CIRC (413) 247 -9014 Workers Compensation HATFIELDMA01038 ISSUED ON. 91112010 0:00.00 TO PERFORM THE FOLLOWING WORK .- CONSTRUCT 2 STORY SFH WATT GARAGE /DECK/PORCH POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. _ Building Inspector Underground: S ;vice:- d � Meter: Footings: �' E �� r�� C-/41i1''L. Rough• t(" -q v� ' ough:y ,. 1 House # Fou ation: # . Driveway Final: sole lis b a Final: & 't�2P'l� � Final: L /7/1 ` D„ �� Fr �� `� 1 %�L Rough ame d"K it 78 owt's w � Ld Gas: Fire Departmen Fireplace /Chimney: Rough:l 1 •-9°- /0 Insulation 1-1 Final: -,26 41'( Smoke: Fina1: THIS PERMIT MAY BE REVOKED BY CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: 0 /40 vw� FeeType: Date Paid: Amount: Building 9/1/2010 0:00:00 $1048.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck --- Building Commissioner File # BP -2011 -0127 APPLICANT /CONTACT PERSON JOHN ZIEMINSKI ADDRESS/PHONE 8 WOODRIDGE CIRC HATFIELD (413) 247 -9014 PROPERTY LOCATION 345 SPRING ST MAP 16C PARCEL 041 001 ZONE URA/WSP THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildiniz Permit Filled out Fee Paid lypeof Construction: CONSTRUCT 2 STORY SFH W /ATT GARAGE/DECK/PORCH New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 017889 r N DA T � a N �`�,Qu�(//Q� 3 sets of Plans /Plot Plan t-u THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO . #MATION PRESENTED: pproved 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 _IF 34 6 Ag c 1pr Date Zonin does not re e a applicant's burden to comply with all zoning g 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 pse.only City of Northampton Status ofPerrnit Building Department Curb Gutl ©nyeway Permit 212 Main Street SwerlSeptic AVal labilrry jj 0 Room 100 Water/WeII;Availabyhty t Nort ' ampton, MA 01060 Two Sets of Structural Plans phone-,413-5> 7 -1240 Fax 413- 587 -1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION '1 -SITE INFORMATION This section to be completed by office 1.1 Property Address 3 yS� 3 '— iw S 7 c � 7 � > M / Lot ( Unit -1�rvr Zone AU Overlay !Elm St'Distnc CB District SECTION '2 - PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record � 'ai�� � 2 / ��i •�- s,t�" � c:� vo �,�' U C c- ci / �'. �7�FZa� U /c�jci' Name (Print) Current Mailing Address: Telephone Signature y ? -3 11 3 1 '9 D 2.2 Authorized Agent: Name (Print) Current Mailing Address: Signature Telephone SECTION 3 -ESTI CONSTRUGTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by ermit applicant 1. Building __ (a) Building Permit Fee (bj Estimated Total Cost;of 2. Electrical 1.2 D 0 Construction from. 6 3. Plumbing ` G �, c , - Building Permit Fee 4. Mechanical (HVAC) y � ce G 5. Fire Protection Al 6. Total = (1 + 2 + 3 + 4 + 5) U U C G lJ Check Number -- TIV This Section For Ocial se ffi Date Building Permit Number. Issued: Signature: Building Commissioner /Inspector:of Buildings •" Date 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 Department Lot Size. Frontage Setbacks Front Side L :.__ _ R :' _ L ! ;- zAj R 1?__-_' Rear Building Height - ._ ._,_ Bldg. Square Footage " "' - - -I % p E Open Space Footage W (Lot area minus bldg & paved v lip p arkin g ) # of Parking Spaces '- Cl- - -= ` -•- Fill: (volume & Location) _ A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DON K NOW YES 0 IF YES, date issued:' IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNO -1 U IF YES: enter Book Page' I 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 Obtained Q , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location E_ .._.... _ ._... . . ........ . ............ ............ ..... ... .............. ...._ .. .. — - . - _"U. Are tthere any proposed changes to or :a. 1- ions o_ § gns - inter a . - i e 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 NO 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 Addition [] Replacement windows Alteration(s) Roofing ❑ Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [[7] Decks [C] Siding [p] Other [ O] Brief Description of Proposed Work: /dad /c;� := 5rn� f�v� �- ir.%r� 2 c= .v� -,•? C.�aL,�: c Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll <:�- Sheet sa If New house and of addit onto ex i's tina�h ousing cor y &6 the 16116wJna: 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? X N3 d. Proposed Square footage of new construction. / 7 r ?— Dimensions e. Number of stories? 2 f. Method of heating? G l�r .gib G7 6 9 � 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 G o k. Will building conform to the Building and Zoning regulations? '� Yes No. I. Septic Tank City Sewer }` Private well City water Supply SECTION Ta - ER AUTHORIZATION -!TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING FRERMIT I ' as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 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. Print Name Signature o er /Agent Date SECTION 8 - CONSTRUCTION SERVICES , 8.1 Licensed Construction Supe f Not Applicable ❑ p c7 Name of License Holder License Number ewro6t C( Address d Expiration Date Signature Telephone �r9'a� 3C�ry i lered Home.` rovement C'ontracfor a. ..,_ ..,, Not Applicable Company Name Registration Number Address Expiration Date Telephone 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....... ,Qj No...... ❑ 11, me, er Exemption _ ._The_current_exemption.for "homeowners" was ext ended 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. AAperson 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 N ampton r inanceg, ` a e an - - eral- Laws- Annotated. - Homeowner Signature j Tlie Commonwealth of Massachusetts Department of Industrial Accidents .. , Office of Investigations 600 Washington Street Boston, MA 02111 't��•'� www.mass gov /dia -Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly ti Name ( Business /Organiza'on/Individual): Address: GIoe- City /State /Zip: 1 D ,� Phone. #: �(3 1 `�i l l Are you an employer? Check the appropriate box: Type of project (required):, . I am a general contractor and I L! I am o er 4 with �_ ❑ 6. � New construction employees d/orpnrt- time). * have hired the sub- contractors 2. F I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no. en;>Ioyees These sub - contractors have. .8. ❑ Demolition working for me in any capacity employ a nd have workers' _ -- 9 - [0 BuiZdina addition [No workers' comp. insurance _ contp.,msI e.... _ _. 5. We are a corp re uired oration and its 10.0 Electrical repairs or additions q ) iccez. ha Zxercisc�.eir �_ 3.0 I- am- a homeowner -doing all- work- -- - - - -- o - ❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12. ❑ Roof repairs insurance required) t c. 152, § 1(4), and we have no . employees. [No workers' . ❑ Other comp. insurance required j. "Any applicant that checks box #1 must also fin out the section belowshowing then workers' compensation policy information. t Homeowners who submit this affidavit indicating: they are doing all work and then hire outside contractors must submit anew affidavit indicating such. ( Contractors 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. lam an employer that is providing workers' compensation insurance for my employees Below is the policy and job site _ information. Insurance Company Name: SvtYt P��72' Policy # or Self-ins. Lic. #: WC��O� 6� Z Da Expiration Date: 4 3 l 1 Iob Site Address: S St� j.� �� c� City /State/Zip: '�" Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as requited under Section 25A of MGL c. 152 can lead" to the imposition of crimmal 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. - 1�e advised that a copy of this statement may be forwarded to the Office of Investisations of the DIA for insurance coverage verification. I do hereby_certify under the pains and penalties ofperjury that the infornraiien prov ded_above is -true arti - correct.-__ ate: T J D Phone #: Offcial use only. Do not wrrte in this area, tobe completed by city or town ofcial _City or Town: Permit/License # Issuing Authority (circle one): - I Board of Health 2- nuilding Department 3. City/Town Clerk .4. Electrical Insp 5. Plumbing Ins ector__ 6. Other - Contact Person: Phone #: Per mit; J Date Builder Name n Builder Address Checked E 97 3ite Address Zone [:)12 []13 g -1 4 Submitted By Phoney 4a- ' Date - 'ejlinqs, Skylights and Floors Over Outside Air Required Insulation x Net U-Value Description R-Value U-Value Area = UA (Table J6.2.2"k x Area = U/ veiling Table J6.2.2a) S-W =loot Over Outside Air Table J6.2.2a) ft2 ft2 � Total Area Nalls, Windows, and Doors Insulation x Net Required Description R-Value U-Value Area = UA U-Value x Area = U, Table J62.2b,c.d) ; �, - n - dow -s ft2 NFRC or Table J1.5.3a) Toot ft NFRC or Table J1.5.3b) Aiding Glass Doors W NFRC or Table J1.5.3a) It Total Area W :Ioc)rs and Foundations Insulation Insulation x Area or) Requircd Description Depth R-Value U-Value Perimeter = UA - U-Value x Area' = UA door Over Unconditioned ((able ft ;pace J6.2.2e) basement Wall (Table It, 7 J6.2.2f) Jnheated Slab ft Table J6.2.2g) in. seate ­ S S b Table J6.2.2g) in, W Total Proposed UA must be less Total Total than or equal to Total Required UA Proposed UA Required UA' ;talement of Compliance. The propose ' d building design represented in these documents is consistent with the building plans, pecificaUons, and other calculations s with the permit application. ;uildarf(:)esiqner Company Name D to 7 CITY OF NORTHAMPTON, MASSACHUSETTS "ter DEPARTMENT OF PUBLIC WORKS 125 Locust Street Northampton, MA 01060 413 -587 -1570 Fax 413 -587 -1576 Edward S. Huntley, P.E. Director ASSIGNMENT OF HOUSE NUMBER(S) Street: Spring Street Assessors Map: Off of Sheet 16C Lot 025 House Number: Lot 1 is assigned #353 Spring Street Lot 2 is assigned #345 Spring Street Date: July 27, 2010 Remarks: Reference is made to Plan of Land in Northampton, MA Hampshire Registry Prepared for City of Northampton by Northeast Survey Consultants dated 05- 03 -2010. House #353 Spring Street is assigned to Lot 1 on said plan (containing 21,780 S.F.). House #345 Spring Street is assigned to Lot 2 on said plan (containing 21,780 S.F.) New Assessor ID's for these lots were not available at the time of this assignment. House numbers were requested by the Applicant for permitting purposes. �_.... James auri a,'' .F'. Ll City f-ngineer f cc: Central Dispatch Board of Health Water Division Tax Collector Sewer Division National Grid Streets Division Verizon Telephone Inspectors Comcast Assessors Bay State Gas Police Department Post Office (Northampton) James Thompson (GIS Coordinator) Post Office (Easthampton) Registrar of Voters Applicant: John Zieminski 8 Woodridge Circle Hatfield, MA 01038 KAHouse Numbers\ ' MUNICIPAL WATER AVAILABILITY APPLICATION r Northampton Water Department 237 Prospect St. Northampton, MA 01060 587 -1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 345 Spring S tr e e t, F MA 01062 Inquiry Made By: John Zieminski 413- 219 -3 190 Date of Inquiry: 8/9/10 Number of Type of Single Family Type of Private Units: Unit(s ): Accessory Apart. Ownership: Condo Multi- family Rental (Annlicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No - c ize_of_Water=Main,- -- - - - - -- Approximate Static Street Flow Test Conducted: Yes: No: Pressure: 75 If done attach results Size of Service Connection 1 ` Suggested Meter Size: 5/8 Comments: The Water Department cannot guarantee adequate water pres during peak demand times at elevations above 320 feet. Existing stub line into prop • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water • Arranges nts of such ' stallat' tlbe made with the Northampton Water Department with a minimum of 5 w king days of ica 'on. • All ork s ?l co fo to mpt ater Department specifications. David W. Sparks, Superintendent of Water Water Entry $200.00 Meter $100.00 Radio $100.00 cc: Ned Huntley, Director cc: Tony Patillo, Building Inspector Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. MUNICIPAL SEWER/ AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 587 -1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 345 Spring Street, Florence, MA 01062 Inquiry Made By: John Zieminski 413 - 219 -3190 Date of Inquiry: 8/9/10 Reason for Hook into City Service Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5'/ deep Yes No Size of Sewer Main: Material: A ge: 18 '�'rIC g CGGo Depth of Sewer Main: Size of Service Connection: I"c Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub Comments: Note: If this availibility is for new construction this form must be hand delivered to Building Inspector. A corresponding "sewer entrance fee" shall be paid prior to making any connection to the municipal sewer system. Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. , John Hall Sewer Department cc: Ned Huntley, Director DPW Anthony Patillo, Building Inspector Pill y. i CITY OF NORTHAMPTON Mayor Mary Clare Higgins .. %f' City Hall, 210 Main Street Room 12 Northampton, MA 01060 w (413) 587 -1249 : FAX: (413) 587 -1275 �4...r � Dom' mayor iDcity.northampton.ma.us 24 August 2010 John H. Zieminski 8 Woodridge Circle _ Hatfield, MA 01038 Dear Mr. Zieminski, I received your letter this week regarding the city tree located at your recently purchased property at 353 / 345 Spring Street in the Florence section of our city. Let me say that I am very pleased to hear your plans for developing the property. I have asked Wayne Feiden, the Director of the Office of Planning and Development, to work with Susan Ford, Chair of the City's Tree Committee, to hopefully expedite their next meeting and the hearing for this tree to a date before the second week of September. k I have reviewed the sections of state law that you excerpted and am forwarding that to the City Solicitor. On initial reading, I am not convinced that it does give me the authority to intervene in the established process of the Tree Committee. I am not willing to act unilaterally in this without the opinion of the City Solicitor. I understand that you have already been in conversation with staff from the City's Planning and j Building Departments, and the Department of Public Works. Please be assured that our city staff remain committed to working with you to bring this building project to a successful conclusion. Sincerel , I ` Mary Clare Hi gins Mayor cc: Wayne Feiden, Louis Hasbrouck, Felix Harvey I I � I _ r i _ l3k: 10228 Pg: 99 Planning - Decision City of Northampton Hearing No.: PLN -2010 -0039 Date: May 14, 2010 I APPLICATION TYPE: SUBMISSION DATE: PS Special Permit with Intermediate 412012010 Bk: 10228Pg: 86 Page: 1 of 2 App licant's Name: Owner's Name Reoorded: 07/07/2010 03:01 PM NAME: _ NAME - - - -- — -- City of Northampton Cordl Bean, Laurence Bean, Susan Libby at a ADDRESS: ADDRESS: 210 Main Street c(o Bob Spence y 5 East Pleasant Street 51C ��qn �o"\ - z-:0 TOWN: STATE: ZIP CODE TOWN: STATE ZIP CODE y q NORTHAMPTON MA 01060 AMHER5T MA 01002 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: EMAIL ADDRESS: EMAIL ADDRESS: Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME: 20910 SPRING ST URA/WSP/WP TOWN: ACTION TARN: ADDRESS: FLORENCE MA 01062 Approved With Conditions MAP: BLOCK: LOT: MAP DATE SECTION OF BYLAW: 16C 025 001 Chpt 350 -10.5: Open Space Residential TOWN: STATE ZIP CODE BodC Pape: Development 2076 256 PHONE NO.: FAXNO.: EMAIL ADDRESS: NATURE OF PROPOSED WORK: TWO LOT OPEN SPACE RES DEVELOPMENT Other Deed books: 20581225 4316151 9119/199 HARDSHIP: CONDITION OF APPROVAL: 1) To comply with the traffic mitigation requirements in 11.6 2B and prior to the issuance of a certificate of occupancy for either of the two new lots, a payment of $2,000 for the one additional lot not allowed by -right shall be made to mitigate traffic Impacts for the new lots. 2. )Prior to issuance of a building permit for either of the lots a site plan shall be submitted for review by staff with Planning Board Chair or designee to approve location of common driveway and ensure that the common driveway meets all the criteria In the zoning for width, pull offs, grades etc. Further, the plans must show that runoff from the driveway Is directed on site and will not How Into Spring Street 3.) Prior to issuance of a BUILDING PERMIT, the easements for maintenance of the driveway shall be recorded at the register of deeds. 4. )Prior to issuance of a BUILDING PERMIT or transfer of title of the lots, the owner must dedicate the proposed open space to the city as offered. 5.) If the grades for the driveway are 3% or greater within 100' of the street, this portion must be paved. FINDINGS: The Planning Board approved the application for a special permit for a two4ot open space cluster to create 2 single family house lots based upon the plans and information submitted with the application. In granting the permit, the Board found that the following required elements had been met (1) The requested use protects adjoining premises against seriously detrimental uses. ff applicable, this shall Include provision for surface water drainage, sound and sight buffers and preservation of views, light, and air, and (2) The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets, minimize traffic impacts on the streets and roads in the area. The project will consist of one common driveway to serve both lots. The project will mitigate traffic through payment In lieu of $2,000 (3) The requested use will promote a harmonious relationship of structures and open spaces to the natural landscape, existing buildings GeoTMS® 2010 Des Lauriers Municipal Solutions, Inc. Bk: 10228 Pg: 100 Planning - Decision City of Northampton Hearing No.: PLN -2010 -0039 Date: May 14, 2010 and other community assets In the area. The two new single family house lots will be consistent with the structures along Spring Street and open space at the back will be permanently protected.; and (4) The requested use will not overload, and will mitigate adverse Impacts on, the City's resources including the effect on the City's water supply and distribution system, sanitary and stone sewage collection and treatment systems, fire protection, streets and schools; and (5) The requested use meets special regulations set forth fn; 10.5 Cluster. The project minimizes curb cuts by creation of a common ._ .driveway._.The- Conservation - Commission - recommended approval of the project — (6) The requested use bears a positive relationship to the public convenience or welfare. The use will not unduly Impair the Integrity of character of the district or adjoining zones, nor be detrimental to the health, morals, or general welfare. The use shall be In harmony with the general purpose and intent of the ordinance; and (7) If applicable, the requested use will promote City planning objectives to the extent possible and will not adversely effect those objectives, as defined In City master or study plans adopted under MGL c. 41, § 81C and 81D. COULD NOT DEROGATE BECAUSE FILING DEADLINE: MAILING DATE HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 412212010 5/6/2010 527/2010 ' REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE 4!291 2010 6/24/2010 511312010 52712010 tir3/2010 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE DECISION DATE: 4129/2010 511312010 511312010 SN4/2010 SECOND ADVERTISING DATE: HEARING TIME VOTING DEADLINE DECISION DEADLINE: 5/6/2010 7:00 PM 811112010 8/1112010 MEMBERS PRESENT: VOTE: Marilyn Richards votes to Grant E ��,, f(6' II�JJ E (j njJ Katharine G. Baker votes to Grant U 1UJ Stephen Gilson votes to Grant Jennifer Dieringer votes to Grant M AY 1 4 2010 Mark Sullivan votes to Grant Francis Johnson votes to Grant CITY CLERKS OFFICE George Kohout votes to .Grant NORTHAMPTON, MA 01060 MOTION MADE BY: SECONDED By VOTE COUNT: DECISION: f George Kohout Jennifer Dferinger 7 Approved with Conditions MINUTES OF MEETING: Available in the Office of Planning d Development 1, Carolyn Misch, as agent to the Planning Board, certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on the date shown above. I certify th a copy pf this d fsion lws been mailed to the Owner and Applicant Notice of Appeal An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt 40A, Section 17 as amended within twen ty (20) days after the date of the filing of the notice of the decision with the City Clerk. The date is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. June 4, 2010 I, Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above Decision of the Northampton Planning Board was filed in the Off ice_of the City Clerk on May 14, 2010, that twenty days have elapsed since such filing and hat no appeal has been filed in this matter. Attest: CA.—, City Clerk City of Northampton GeoTMS® 2010 Des Lauders Municipal Solutions, Inc. , 'i'�9�'s 1>Tll]tP�1'Ha, ltr QC 1131131MR MARIARNN L. D0V a `� d �a:sar�{asrffa j-� cril DEPARTMENT OF BUILDDNG 7NSPEC'TIONS = INSPECTOR 212 Main Street B -Municipal Building Nord=Pton, Nt'k 01060 LOCATION SQUARE FOOTAGE AMOUNT BASEMENT @ : 20 / .7 1 FLOOR @.50 2 FLR @ :30 FLOORS, FRNISH ATTIC, GARAGE @.20 DECK/PORCBES @ .20 DO U 0 TOTAL -. f Job (rues Truss T yp e -- cny 345 SPRING ST. NORTHAMPTON, MA 24432 T1 FINK 15 — _ _ _ Job Referend'e o' anaT' " " "- Truss Engineering Corp., Indian Orchard, MA 01151 7.230 s Apr 22 2010 MiTek Industries, Inc. Wed Sep 22 09:19:36 2010 Page 1 7 -0 -4 13 -10 -8 1 20 -8 -12 1 27 -9-0 7 -0 -4 6 -10-4 1 6 -10-4 1 7 -0-4 / 4x9 - 4 2 17 18 4x4 i 4x4 3 5 16 19 4 1.5x4 11 15 20 1.5x4 11 2 8 1 7 -- Li 1 B2 I 4x4 = 12 1; 13 1014 9 8 4x4 = 4x4 = 4x4 = 3x8 = 4x4 = 4x4 — 1 840/- 197# 28.0-0 1840#/ -197# 0 10 9 -3 -11 18 -5 -5 26 -10 -8 27, -9 0 -10-8 8 -5 -3 9 -1 -10 8 -5 -3 0 -10-8 Plate Offsets Y: 1:Ed a 0 -13 7:Ed a 0 -13 TOLL (psf) 30.8 SPACING 2 -" CSI DEFL in (loc) I/defl Ud PLATES GRIP (Ground Snow--40.0) Plates Increase 1.15 TO 0.73 Vert(LL) -0.40 9.11 >774 240 MT20 197/144 TOOL 10.0 Lumber Increase 1.15 BC 0.95 Vert(TL) -0.62 9-11 >493 180 BOLL 0.0 Rep Stress lncr YES WB 0.56 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code IRC2003rrPI2002 (Matrix) Weight: 117 lb FT = 10% LUMBER TOP CHORD 2 X 4 SPF N0.2 NOTES (8) BOT CHORD 2 X 4 SPF No.2 1) Wind: ASCE 7 -02; 1 OOmph; TCDL= 4.2psf; BCDL= 5.0 psf; WEBS 2 X 4 SPF Stud 'Except` h =25ft; Cat. 11: Exp B: enclosed; M WFRS low -rise) gable end BRACING W4. 2 X 4 SPF No.2 zone and C-C Extenor(2) 0-0-0 to 3-0-0, Interior(1) 3 -0-0 to TOP CHORD 10 -10-8, Extenor(2)10 -10-8 to 13 -10.8, Interior(1)16 -10.8 to a Structural wood sheathing directly applied or 2 -10-0 oc purlins. 24-9-0 zone; cantilever left and right exposed ;C-C for members}{ BOT CHORD and forces & M WFRS for reactions shown, Lumber DOL =1.33 r: .,� i�f plate grip Rigid ceiling directly applied or 2 -2-0 oc bracing. DOL =1.33 r f _ WEBS 2) TCLL: ASCE 7 -02; Pg- 40.0 psf (ground snow), Pf 30.8 psf �e �Ae q (flat roof snow); Category Il; Exp 8 Partially Exp.; Ct =1.1 f 1 Row at mid pt 3.12, 5-8 n 3) Unbalanced snow loads have been considered for this design. d b h t This s russ as been designed for a 10.0 psf bottom chord live REACTIONS (lb/size) 12 = 1506/0 -2-9 0b-8 load nonconcurrent with any other live loads. 8 = 1506(0 -2 -9 0 -03 5) "This truss has been designed for a live load of 20.Opsf on the t Max Horz bottom chord in all areas where a rectangle 3.6-0 tall by 1 -0-0 12 = 238(LC 6) we w0 fit between the bottom chord and any other members, J , f ' Max 6 Uplift with BCUL = 10.0pst Provide mechanical connection b others oftruss to bearing 12 P - 197(LC 8) ) Pid (Y ) 9 8 = - 197(LC 9) plate capable of withstanding 197 lb uplift atjoiM 12 and 1971b Max Grav uplift at joint 8. 12 = 1640(LC 2) 7) This truss is designed in accordance with the 2003 8 = 1640(LC 3) International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. FORCES (lb) - First Load Case Only 8) All Plates 20 Gauge Unless Noted TOP CHORD LOAD CASE(S) 1 -2 =- 219, 2 -15= -429, 15-16 =311, 316 = -212, Standard 3-17 =- 1788, 4-17 =- 1531, 4-18= -1531, 5-18= -1788, 5-19= -212, 19- 20= 311, 6-20 =- 429, 6-7= -219 BOTCHORD 1 -12= 269,11 -12= 1562,11 -13= 1133,10 -13 =1133, 10 -14 =1133, 9- 14- - 1133, 8-9=1562, 73 =269 WEBS 311 =- 278, 4-11 =611, 4- 9=611, 5 -9= -278, 312= -1601, 2 -12= 469, 5.8 =- 1601, 6-8 =-469 Job Truss Truss Type ar Ply 1 345 SPRING ST. NORTHAMPTON, MA 24432 T1GE GABLE 1 1 Job Reference (optional Truss Engineering Corp., Indian Orchard, MA 01151 7.230 s Apr 22 2010 MiTek Industries, Inc. Wed Sep 22 09:19:49 2010 Pagel 13 -10-8 27 -9 -0 13 -10 -8 13 -10-8 4x4 = 8 A � 7 9 12 9 10 5 11 4 12 cc 3 1 4 75 175 13 ST4 W4 2ST T114 1 15 I 3x4 = 3x4 = 28 27 28 25 24 23 22 21 20 19 18 17 1e 5x8 = 28-0-0 0 1 10�8 27 -9 -0 0-10 -8 _ 26 -10 -8 Plate Offsets (X ,Y 1:Ed 0 -0-1 1 15:E 0 -0-11 1. [21:0-M,0-3-0 TCLLL (psf) 30.8 SPACING 2 -0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP (Ground Snow--40.0) Plates Increase 1.15 TC 0.22 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumberincrease 1.15 BC 0.19 Vert(TL) n/a n/a 999 BCLL 0.0 ` Rep Stresslncr YES WB 0.25 Horz(TL) 0.01 16 n/a n/a BCDL 10.0 Code IRC2003ITP12002 (Matrix) Weight: 132 lb FT = 10% LUMBER TOP CHORD 2 X 4 SPF N0.2 BOT CHORD 2 X 4 SPF No.2 WEBS LOAD CASE(S) OTHERS 2 X 4 SPF Stud 8-22= -246, 7 -23 =- 170, 6-24 =- 161, 5-25= -163, Standard BRACING 4.26 =- 166, 3-27= -150, 2 -28 =- 195, 9-21= -170, TOP CHORD 10- 20 = -161, 11 -19= -163, 12 -18= -166, Structural wood sheathing directly applied or 10 -M oc pudins. 13 -17= -150, 14 -16= -195 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES (12)� WEBS 1) Wind: ASCE 7 -02; 100mph; TCDL= 4.2psf; BCDL= 5.Opsf; 1 Row at midpt 8-22 h =25ft; Cat. 11; Exp B; enclosed; M WFRS (low -rise) gable and >' zone and C-C Comer(3) 0 -0-0 to 3 -0-0, Exterior(2) 3-0-0 to ` Di REACTIONS All bearings 26-0-0. 10 -10-8, Comer(3)10 -10-8 to 13 -10-8, Exterior(2)16 -10-8 to (lb) - Max Horz 24 -9-0 zone; cantilever left and right exposed ;C-C for members 28= 238(LC 7) and forces & MWFRS for reactions shown; Lumber DOL =1.33 Max Uplift plate grip DOL =1.33 All uplift 100 lb or less atjoiht(s) 23, 24, 2) Truss designed forwind loads in the plane of the truss only. 25, 26, 28, 21, 20, 19, 18, 16 except For studs exposed to wind (normal to the face), see MiTek # 27 =- 146(LC 7), 17 =- 131(LC 6) "Standard Gable End Detail" >T Max Grav 3) TCLL: ASCE 7 -02, Pg= 40.0 psf (ground snow); Pf =30.8 psf�: All reactions 250 lb or less at joints) 27, 17 (flat roof snow); Category 11; Exp B; Partially Exp.; Ct =1.1 except 22= 364(LC 1), 23= 361(LC 2), 24= 342(LC 4) Unbalanced snow loads have been considered for this design. y „i 2), 25= 346(LC 2)t 26=325(LC 2), 28= 405(LC 2), 5) All plates are 1.5x4 MT20 unless otherwise indicated. ' - 21=359(LC 3), 20= 344(LC 3), 19= 345(LC 3), 6) Gable studs spaced at 2 -0-0 cc. 18= 325(LC 3), 16= 406(LC 3) 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. FORCES (lb) - First Load Case Only 8) `This truss has been designed for a live load of 20.Opsf on the TOP CHORD bottom chord in all areas where a rectangle 3.6-0 tall by 1 -0-0 1- 2=151, 2- 3=128, 3-4 =135, 4rr - 133, 5- 6=133, wide will fit between the bottom chord and any other members, 6.7 =134, 7-8= 131, 8-9= 131, 9.10 =133, 10 -11 =132, with BCDL= IO.Opsf. 11 -12- 9) Provide mechanical connection (by others) of truss to bearing BOT CHORD plate capable of withstanding 100 lb uplift at joints) 23, 24, 25, 26 1- 28= -80, 27- 28 =-80, 26- 27 =-80, 25-26 =-80, , 28, 21, 20, 19, 18, 16 except at =lb) 27 =146, 17 =131. 24- 25 =-80, 23- 24 =-80, 22- 23 =-80, 21- 22= -80, 10) Non Standard bearing condition. Review required. 20- 21 = -79, 19- 20 = -79, 18- 19= -79, 17- 18 = -79, 11) This truss is designed in accordance with the 2003 16- 17 = -79, 15- 16= -79 International Residential Code sections R502.11.1 and R802.10.2 WEBS and referenced standard ANSI/TPI 1. 8-22= -246, 7 -23=- 170, 6-24 =- 161, 5.25= -163, 12) All Plates 20 Gauge Unless Noted Job Tru Truss Type my Ply 345 SPRING ST. NORTHAMPTON, MA 24432 T1SGE GABLE 1 1 Job Reference o anal Truss Engineering Corp., Indian Orchard, MA 01151 7.230 s Apr 22 2010 MiTek Industries, Inc. Wed Sep 22 09:19:53 2010 Page 1 7 -0 -4 1 13 -10 -8 1 20 -8 -12 27 -9-0 7 -0 -4 1 6 -10-4 1 6 -10-4 7 -0 -4 2x4 = 4x9 = 4 K1 38 12 37 8.1 4x4 4x4 3 5 36 1 1 35 E14 4 0 2 8 1 7 I 4x4 = 12 11 33 10 34 9 B 4x4 = 4x4 = 4x4 = 5x8 = 4x4 = 4x4 = 1840�k/ -197# d 1849#11197# 0 1 10 r 8 9 -3 -11 18 -5 -5 1 26 -10 -8 21 -9 0 -104 8 -5 -3 9 -1 -10 1 8 -5 -3 0 -10-8 Plate Offsets (X ,Y 1:Ed a 0 -13 4:0 -2-0 0 -M :Ed a 0 -13 , 10:03-0 0 -3.4 L (psf) 308 SPACING 2 -M CSI DEFL in (loc) Vdefl Ud PLATES GRIP (Ground Snow--40. 0) Plates Increase 1.15 TC 0.73 Vert(LL) -0.40 9.11 >774 240 MT20 197/144 TCDL 100) Lumberincrease 1.15 BC 0.95 Vert(TL) -0.62 9-11 >493 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.07 8 rda n/a BCDL 10.0 Code IRC2003TP12002 (Matrix) Weight: 166 lb FT = 10% LUMBER TOP CHORD 2 X 4 SPF No.2 NOTES (11) BOT CHORD 2 X 4 SPF WEBS 2 X 4 SPF Stud 1) Wind: ASCE 7 -02; 1 oomph; TCDL= 4.2psf; BCDL =5.0 psf; *E xcept* h =25ft; Cat. 11; Exp B; enclosed; MWFRS (low -rise) gable end W4: 2 X 4 SPF F No. o.2 zone and C-C Exterior(2) 0 -M to 3-0-0, Intedor(1) 3 -0-0 to OTHERS 2 X 4 SPF Stud 10 -10-8, Exterior(2)10 -10-8 to 13 -10 -8, Interior(1)16-10-8 to TOP C ORD 24 -9-0 zone; cantilever left and right exposed ;C-C for members Structural wood sheathing directly applied or 2 -10-0 cc pudins. and forces 8 MWFRS for reactions shown; Lumber DOL =1.33 BOT CHORD plate grip DOL =1.33 Rigid ceiling directly applied or 2 -2-0 oc bracing. 2) Truss designed for wind loads in the plane of the truss only. 4 For s tuds exposed to wind (normal to the face), see MiTek 1 at mid pt 3-12,5-8 "Standard Gable End Detail" 3) TCLL: ASCE 7 -02; Pg= 40.0 psf (ground snow); Pf =30.8 psf l REACTIONS (lb(size) (flat roof snow); Category 11; Exp B; Partially Exp.; Ct =1.1 i♦ y 12 = 1506(0 -2 -9 0-5-8 4) Unbalanced snow loads have been considered for this design. s itr `k { 5) All plates are 1.5x4 MT20 unless otherwise indicated.# r Y 8 = 1506/0 -2 -9 0-6-8 Max Horz -238(LC 6) 6) Gable studs spaced at 2 -0-0 cc. Y. fs r 7) This truss has been designed for a 10.0 psf bottom chord live �5y €�' $ ru Max Uplift load nonconcurrent with any other live loads. P ' Thi 8)s truss has been designed for a live load of 20.0 on the ` 12 = 197(LC 8) 9 bottom chord in all areas where a rectangle 3.6-0 tall by 1 -0-0 Max Grav wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 12 = 1640(LC 2) 9 Provide mechanical connection (by others of truss to bearing 1640(LC 3) plate capable ofwdhstanding 100 lb uplift atjoint(s) except (ft =lb) FORCES (lb) - First Load Case Only 12 =197. 8 =197. TOP CHORD 10) This truss is designed in accordance with the 2003 1- 2 = -219, 235 =-429, 35-36 =311, 336= -212, International Residential Code sections R502.11.1 and R802.10.2 337 =- 1788 4-37 =- 1531 4-38= -1531 538= -1788 and referenced standard ANSI/TPI 1. 539= -212, 39 -00= 311, (>40= 429, 6-7= -219 11) All Plates 20 Gauge Unless Noted BOT CORD LOAD CASE(S) 1-12=269,11-12=1562,11-33 10-33 =1133, Standard 1034 =1133, 934= 1133, 8-9=1562,7-8=269 WEBS 311= - 278, 4-11 =611, 4- 9=611, 5-9 312= -1601, 2 -12=- 469, 5- 8= -1601, 6-8---465 Job Truss Truss Type cnv Ply 346 SPRING ST. NORTHAMPTON, MA 24432 T2 KINGPOST 1 1 Job Reference (optional Truss Engineering Corp.. Indian Orchard, MA 01151 7.230 s Apr 22 2010 MiTek Industries, Inc. Wed Sep 22 09:20:16 2010 Pagel 6 -10 -8 13 -9 -0 6 -10 -8 6 -10 -8 4x8 = 3 11 12 7.00 12 10 13 9 T1 T1 14 1.5x4 11 1.5x4 I I 2 4 5 F1 71 1 a Li 61 [ 4x6 = 7 4x8 = B 1.5x4 I I 9 1.5x4 11 1.5x4 11 779FL-19M 12 -" 77QW 1 29# 9-10 -$ 6 -10 -8 _ 12 -10-8 13.9 -10- 6 -0 -0 6 -0 -0 -10 Plate Offsets X Y: 1:Ed a 0 -0-15 5:E a 0 -0-15 _ LOADING (psf) SPACING 2 -M CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 30.8 Plates Increase 1.15 TC 0.74 Vert(LL) -0.05 6.7 >999 240 MT20 1971144 (Ground Snow -40.0) Lumber Increase 1.15 BC 0.57 TCDL 10.0 L -0.09 67 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Vert (T ) Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IRC2003?P12002 (Matrix) Weight: 40 lb FT = 10% LUMBER TOP CHORD 2 X 4 SPF No.2 NOTES (8) BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud 1) Wind: ASCE 7 -02; 100mph; TCDL= 4.2psf; BCDL= S.Opsf; BRACING h =25ft Cat. 11; Exp B; enclosed; M WFRS (low -rise) gable end TOP CHORD zone and C-C Exterior(2) 0 -M to 3-0-0, Interior(1) 3 -0-0 to 3.10.8 Structural wood sheathing directly applied or 6-0-0 oc pudins. Exterior(2) 3-10.8 to 6 -10-8, 1ntedor(1) 9-10.8 to 10 -9-0 zone; BOT CHORD cantilever left and right exposed ;CC for members and forces & Rigid ceiling directly applied or 10 -0-0 oc bracing. MWFRS for reactions shown; Lumber DOL =1.33 plate grip DOL =1.33 REACTIONS (lb/size) 2) TCLL: ASCE 7 -02; Pg= 40.0 psf (ground snow); Pf =30.8 psf 8 = 699/0 -1-8 0 -5-8 (flat roof snow); Category II; Exp B; Partially Exp.; Ct =1.1 6 = 699/0 -1-8 0 -5.8 3) Unbalanced snow loads have been considered for this design. Max Horz 4) This truss has been designed for a 10.0 psf bottom chord live 8 = -121 ( LC 6 ) load nonconcurrent with any other live loads. w Max Uplift 5) This truss has been designed for a live load of 20.Opsf on theS`j t 8 = -129 ( LC 8 bottom chord in all areas where a rectangle 3.6-0 tall by 1 -0-0 r• - 6 = .129( LC 9) ) wide will fit between the bottom chord and any other members. Max Grav 6) Provide mechanical connection (by others) of truss to bearing 8 = T7 9( LC 2 plate capable of withstanding 100 Ib upId atjoint(s) except (jt =16) ; x 1' ? , 6 = 77LC 3) 8= 129, 6= 129 ' a a 7) This truss is designed in accordance with the 20032 10 d R802 1 11 R502 tie secons .. and FORCES (lb) -First Load Case Only International Residential Cod TOP CHORD and referenced standard ANSI/TPI 1. 8) All Plates 20 Gauge Unless Noted 1 -2 =404, 2-9-641, 9-10 =524, 10 -11 =514, '�. z• 3.11= -424, 3-12 =-424, 12 -13 =514, 13-14 =524, 4-14 .641, 4-5 404 LOAD CASE(S) BOT CHORD Standard rr *j?f 1-8= 444.7 -8= 444,6.7= 444,5.6 =444 WEBS 3 -7 =66, 2-8= -504, 45 =504 Job Truss Truss Type Qty Ply 345 SPRING ST. NORTHAMPTON, MA 24432 T2GE GABLE 1 1 Job Reference (optional Truss Engineering Corp., Indian Orchard, MA 01151 7.230 s Apr 22 2010 MiTek Industries, Inc. Wed Sep 22 09:20:03 2010 Page 1 6 -10 -8 13 -9 -0 6 -10 -8 6 -10 -8 4x4 = 5 17 18 7.00 12 g 4 3 T1 T1 7 T T T 2 8 T T HL 1 6 o H U 61 I 3x4 = 3 = 16 15 14 13 12 11 10 12 -" 13 -9 -0 -10- 12 -10 -8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdef1 Ud PLATES GRIP TOLL 30.8 Plates Increase 1.15 TC 0.10 Vert(LL) n/a - Na 999 MT20 197/144 (Ground Snow =40.0) Lumber Increase 1.15 BC 0.08 Vert TL n/a - n/a 999 BCD 1 0 p - Rep Stress Incr YES WB 0.07 Horz(rL) 0.00 10 n/a n/a BCDL 10.0 Code IRC2003/fP12002 (Matrix) Weight: 50 lb FT = 10% LUMBER TOP CHORD 2 X 4 SPF N0.2 NOTES (12) BOT CHORD 2 X 4 SPF WEBS 2 X 4 SPF Stud tud 1) Wind: ASCE 7 -02; 100mph; TCDL= 4.2psf; BCDL= 5.Opsf; OTHERS h =25ft; Cat. 11; Exp B; enclosed; MWFRS (low -rise) gable end BRACING 2 X 4 SPF Stud zone and C-C Comer(3) O -U to 2 -10-8, Exterior(2) 2 -10-8 to TOP CHORD 3 -10-8, Corner(3) 3 -10-8 to 6 -10-8, Extenor(2) 9-10 -8 to 10-9-0 Structural wood sheathing directly applied or 6-0-0 oc pudins. zone; cantilever left and right exposed ;C-C for members and BOT CHORD forces & MWFRS for reactions shown; Lumber DOL =1.33 plate Rigid ceiling dire grip DOL =1.33 g' g ctlY applied or 6 -0-0 oc bracing. 2) Truss designed for wind loads in the plane of the truss only. REACTIONS All bearings 12 -0-0. For studs exposed to wind (normal to the face), see MTek (Ib) - Max Horz "Standard Gable End Detail" 16= 121 (LC 7) 3) TCLL ASCE 7 -02; Pg= 40.0 psf (ground snow); Pf =30.8 psf Max Uplift (flat roof snow); Category ll; Exp B; Partially Exp.; Ct =1.1 4) Unbalanced snow loads have been considered for this design, All uplift 100 lb or less atjoi ri(s)14, 15, x3 Max 16, 10 5) All plates are 1.5x4 MT20 unless otherwise indicated. Max Grav 6) Gable studs spaced at 2 -0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live All reactions 250 lb or less at doint(s)13, f > < 15, 11 except 14= 283(LC 2� 12= 283(LC 3), load nonconcurrent with any other live loads. 16= 260(LC 2), 10= 260(LC 3) 8) `This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 1 -0-0 FORCES (lb) - First Load Case Only wide will fit between the bottom chord and any other members, TOP CHORD 9) Provide mechanical connection (by others) oftruss to bearing 2 °° plate capable of withstanding 100 lb uplift atjoings) 14, 15, 12, 11 1 -2 =63, 23 =59, 3 -4=63, 417 =21, 517 =61, '. � 518 =61, 6- 18 =21, 6 -7 =63, 7 -8=59, 8-63 , 16, 10 { �� x. BOT CHORD 10) Non Standard bearing condition. Review required. a < 1- 16= -18, 1516 = -18, 14- 15 = -18, 1314 = -18, 11) This truss is designed in accordance with the 2003 12-13- 10- 11 = -18, 9- 10 = -18 International Residential Code sections R502.11.1 and R802.10.2 WEBS and referenced standard ANSI/TPI 1. 513= - 181, 4-14= -167, 315 =- 156, 6-12= -167, 12) All Plates 20 Gauge Unless Noted 7 -11= -156, 2- 16 =- 142, 8-10= -142 LOAD CASE(S) Standard F I � L t l sa low X17 01 ezr E s � 3 3 °j �� � i ,.,err.. -� .��; ✓�,`..::�?� � � ., } .,...,...... �..,•..,,. . �..... a.»... W....•:'+a,: r, wu�...,,. i ...:..., «ru�e,e„»M„cvw...»..e.. . a,,,wwscro�s^.v�:;�rw�sc. :+r�rcx. �xir,.��.av,,A.+�. e 7 M i t i 1 1 C � F o � ra X l t4 lk, Will Spring St 9-20-10 _ e 3 13ea izila Florence 12:14pm I of I Ke Beanrt 4.506a 6inBemnBnguia 4.5082 Materials Database 1197 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC ! IRC Dead Load: 10 PLF Deflection Criteria: U360 live, 0240 total 1.250" max. LL Live Load: 40 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: 12 ft beam Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PSF) 0' 0.00" 12' 0.00" 13' 0.00" 10 40 Live Additional Uniform PLF 0' 0.00" 12' 0.00" 56 0 Live ..... _........ ......... ..._ ..... ........._ ._ .......... _..._.. ...... ....... ..... _. _ ._....... _ .... .................. ............_ ........... ........_......._...._...... ___ ......... .... _ .. __ 1200 O 9 12 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.660" 4359# -- 2 12' 1.750" Wall N/A 1.660" 4359# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 1201# 3158# 2 1201# 3158# Design spans 12' 1.750" Product: 1 3/4x11 7/8 Versa -Lam 2.03100 SP 2 ply Component Member Design has Passed Design Checks. — Minimum 1.66" bearing required at bearing # 1 Minimum 1.66" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 132354 212754 62% 6.07' Total load D +L Shear 3648.# 7897.# 46% 0.01' Total load D +L TL Deflection 0.3598" 0.6073" U405 6.07' Total load D +L LL Deflection 0.2607" 0.4049" U559 6.07' Total load L Control: LL Deflection DOLS: Live =100% Snow =115% Roof =125% Wind =160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives All product names are trademarks of their respective owners (C)198 9-2005 by Keymark Enterprises, LLC, ALL RIGHTS RESERVED. — Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer s specifications, A A Spring St 9 -20 -10 Key eaman Florence 12:15pn1 1 of 1 KeyBeani,V 4. 506a lanBearnEnpie 4.508e (+. ' 'a':-�"�':'i+P•i ,,A� Materials Database 1197 ll Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 10 PLF Deflection Criteria: U360 live, L/240 total 1.250" max. LL Live Load: 40 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: 12 ft beam Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PSF ) 0' 0.00" 12' 0.00" 13' 0.00" 10 30 Live -XI XX 12 O O Q Q 12 O O Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.500" 3215# -- 2 12' 1.750" Wall N/A 1.500" 3215# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 847# 2368# 2 847# 2368# Design spans 12' 1.750" Product: 1 3/4x9 1/2 Versa -Lam 2.03100 SP 2 ply Component Member Design has Passed Design Checks. Minimum 1.50" bearing required at bearing # 1 Minimum 1.50" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 9762.'# 13958.'# 69% 6.07' Total load D +L Shear 27961 6318.# 44% 0.01' Total load D +L TL Deflection 0.5183" 0.6073" U281 6.07' Total load D +L LL Deflection 0.3818" 0.4049" U381 6.07' Total load L Control: LL Deflection DOLS: Live =100% Snow= -115% Roof =125% Wind =160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives All product names are trademarks of their respective owners •Copyright (C)7989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. "Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's s ecificalions. 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