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HomeMy WebLinkAboutBuilding Permit #186 - 25 Redgate Lane 9/7/2007 PORT" BUILDING PERMIT 0 -(URC) ia4 4� .6 oA TOWN OF NORTH ANDOVER °- APPLICATION FOR PLAN EXAMINATION * ,� G Permit NO: (Q®d�® Date ReceivedAre R?U" �SSACHUS�� Date Issued: © PI IMPORTANT:A ant must complete all items on this page LOCATION2Z5-// Z� Print PROPERTY OWNER Print MAP NO: PARCEL:r ZONING DISTRICT: Historic District yes Machine'Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PREFORMED: cRy�7 t -?Gv� vin�ta7"-" -�JN to fa st�vc Y Gt Identification Please Type or Print Clearly) OWNER: Name: A2ter,r.-�� �i c /,�c��� Phone: l Address: CONTRACTOR Name: ✓? %c �r� r ( Phone: Address Supervisor's Construction License: 67 !k*<' Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER 12pl2 Gve ,f Phone: Address: /��Gc S�. �ert h r Reg. No. y07��- FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $�T�i./)o c� l FEE: $ / � 6 Check No.. /0 ( Receipt No.: �y� 2-` NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner Signature of contractor Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer i/ Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales _ Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM ` DATE REJECTED DATE APPROVED }L PLANNING & DEVELO MENT 2�� /// � D4� COMMENTS F' -r D T ' EJECTED DATE APPROVED CONSERVATI COMMENTS DATE REJECTED DATE APPROVED HEALTH COMMENTS IS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: C/ l�U! 1� Comments Nfl Conservation Decision: Comments Water & Sewer Connection/Si nature &Date AA Drivewa Permit Located at 384 Osgood Street ZZ p7 —ZZ—f�7 FIRE DEPARTMENT - Temp Dumpster on site yes f no Located at 124 Main Street Fire Department signatureldate `--- COMMENTS Dimension Number of Stories: 6�1 Total square feet of floor area, based on Exterior dimensions. �2 A . -Z6//6 Total land area, sq. ft.: 3 ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use ❑ Notified for pickup - Date --- ....._....._.............................. ---— -._._....._..........................._............... __...---— Doc.Building Permit Revised 2007 J Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 Location 2ed - > i No. Date1 MORTM TOWN OF NORTH ANDOVER 0���.•o r•1�C 3: • 0AL 40 f 0. ' Certificate of Occupancy $ ! d Building/Frame Permit Fee $ sACNUS Foundation Permit Fee $ A0 a Other Permit Fee $ TOTAL $ /> Check # t� 205 '/, 2 Building Inspector Town of North Andove pOR7F� r.� Office of the Planning Department �� Community Development and Services Division 27 Charles Street This is to certify that twenty(20)days North Andover,Massachusetts 0 (;���/C'® �+ "•�''•� have elapsed from date of decision,filed SSACHU." without filing of an appeal. Telephone(978)688-9535 Oy Date f -- 4.,�©��, APR 10 2006 Fax (978)688-9542 V J �A:®F6dshaw TOwFI 01@Flt NORTH ANDOVER INNING DEPARTMENT Notice Of Decision Any appeal shall be fled _ Within (20) days after the o ;z o Date of filing this Notice In the Office of the Town o =*Mm. Clerk D M • �rD< �morT, C7 cn o Date: November 14, 2001 tv r Date of Hearing: November 13, 2@01 N Petition of: Redgate Realty Trust, 33 Walker Road, North Andover, MA 01845 Premises Affected: off Salem Street,North Andover,MA �a Referring to the above petition for a Definitive Subdivision. The application was:.; submitted in accordance with the Second Order of Remand issued by the Land Court on:. October 22, 2001 So as to allow: for a four(4) four lot subdivision, made up of four new single family hors f ' within the R-2 Zoning District W After a public hearing given on the above dates, the Planning Board voted to APPROVE, the Definitive Subdivision, based upon the following conditions: Signed o lbert�aAonng�lles, Chairman Cc: Applicant Vice Chairman Engineer Richard Nardella, Clerk c - Abutters Richard Ro C �'FR DPW Felipe Schwav'�,,:Associ**'Member Building Department Conservation Department Health Department ZBA ATTEST, A True Copy &9CC(t��d ox;rG Town Clerk vo "04rllowl AW*4 B9/gw BOARD OF.APPEALS 688-9541 BLTILDNG 688-9545 CONSERVATION 688-9530 HE:ILTH 633-9540 PLANNING 653-9535 Redgate Pasture Definitive Subdivision The Planning Board herein APPROVES the Definitive Subdivision for a four (4) lot subdivision, made up of four new single family homes known as Redgate Subdivision. Redgate Realty Trust, 33 Walker Road, North Andover, MA 01845 submitted this application on May 14, 2001 in accordance with the Order of Remand issued by the Land Court on October 22, 2001. The area affected is located off Salem Street in the R-2 Zoning District, Map 65, Lot 21 & 164. This approval is for the construction of four lots ONLY. The Planning Board makes the following findings as required by the Rules and Regulations Governing the Subdivision of Land: A. The Definitive Plan, dated November 22, 1996, revised last on 2/26/01 includes all of the information indicated in Section 3 of the Rules and Regulations concerning the procedure for the submission of plans. B. The Definitive Plan adheres to all of the design standards as indicated in Section 7 of the Rules and Regulations. C. The Definitive Plan is in conformance with the purpose and intent of the Subdivision Control Law. D. The Definitive Plan complies with all of the review comments submitted by various town departments in order to comply with state law, town by-laws and insure the public health, safety and welfare of the town. A review.by Coler & Colantonio, the town's outside engineering consultant, dated March 20, 2001 dice es that all outstanding engineering issues have been addressed. Also, a review by James Rand, Director of Engineering from the Department of Public Works, indicates that all slopes have been stabilized satisfactorily. (memos attached). Furthermore, a separate cash performance bond, as provided in condition 3c, will be posted to ensure the stabilization of the slopes for a period of three years from the date of completion of slope construction or acceptance of the subdivision roadway by Town Meeting, whichever comes first. E. The Definitive Plan complies with all standards and requirements of the Zoning Bylaw and the Board of Health. Finally, the Planning Board finds that the Definitive Subdivision complies with Town Bylaw requirements so long as the following conditions are complied with: 1 1) Environmental Monitor: The applicant shall designate an independent environmental monitor who shall be chosen in consultant with the Planning Department. The Environmental Monitor must be available upon four (4) hours' notice to inspect the site with the Planning Board designated official. The Environmental Monitor shall make weekly inspections of the project and file monthly reports to the Planning Board throughout the duration of the project. The monthly reports shall detail area of non- compliance, if any and actions taken to resolve these issues. The environmental monitor referred to in condition #1 must provide in-depth reports relative to the stabilization of the slopes located on the rear of Lots 2 and 3. The environmental monitor shall make weekly inspections during the construction of the slopes and file the weekly reports to the Planning Board throughout the duration of the project. The environmental monitor shall schedule monthly inspections with the Town Planner and the Town Engineer of the Department of Public Works during the construction of the slopes until the slopes have been fully constructed. The environmental monitor shall appear before the Planning Board at one point during and upon completion of the construction of the slopes to present their findings as to the slope stabilization. 2) Prior to endorsement of the plans by the Planning Board the applicant shall adhere to the following: a) A Site Opening Bond in the amount of ten thousand ($10,000) dollars to be held by the Town of North Andover. The Site Opening Bond shall be in the form of a check made out to the Town of North Andover that will be placed into an interest bearing escrow account. A covenant(FORM I)securing all lots within the subdivision for the construction of ways and municipal services must be submitted to the Planning Board. Said lots may be released from the covenant upon posting of security as required in Condition 5(c). b) The applicant must submit to the Town Planner a FORM M for all utilities and easements placed on the subdivision. c) All subdivision application fees must be paid in full and verified by the Town Planner. d) The applicant must meet with the Town Planner in order to ensure that the plans conform to the Board's decision. A full set of final plans incorporating a landscaping buffer comprised of trees of an evergreen species along the frontage of Lot 1 on Salem Street to adequately screen the detention pond must be submitted to the Town Planner. Additionally, the plans must be revised to incorporate a detail of erosion control matting for the slopes on Lots 2 and 3; and to include a detail of the detention pond depicting a v-shaped outlet containing adjustable baffles to accommodate the 25, 50 and 100 year storm must be submitted to the Town Planner for review and approval prior to i 2 y endorsement by the Planning Board, within ninety (90) days of filing the decision with the Town Clerk. e) The Subdivision Decision for this project must appear on the mylars. f) All documents shall be prepared at the expense of the applicant, as required by the Planning Board Rules and Regulations Governing the Subdivision of Land. 3) Prior to ANY WORK on site: i a) Yellow "Caution" tape must be placed along the limit of clearing and i grading as shown on the plan. The Planning Staff must be contacted prior to any cutting and or clearing on site. b) All erosion control measures as shown on the plan and outlined in the erosion control plan must be in place and reviewed by the Town Planner. c) A Slope Stabilization Bond in the amount of twenty thousand($20,000) to be held by the Town of North Andover. The Slope Stabilization Bond shall be in the form of a check made out to the Town of North Andover that will be placed into an interest bearing escrow account. These monies may be utilized by the town to ensure the stabilization of the slopes. These monies, or the balance thereof, will not be released until three years from the date of completion of slope construction or acceptance of the subdivision roadway by Town Meeting, whichever comes,first. For purposes of this section, "date of completion of slope construction"shall be defined as complete when the Town Engineer certifies in writing to the Planning Board that the slopes have been constructed in accordance with the approved plans and this decision. Furthermore,the Town Engineer shall not make this determination until a joint site visit has been scheduled with the Planning Board. 4) Throughout and During Construction: a) Dust mitigation and roadway cleaning must be performed weekly, or as deemed necessary by the Town Planner,throughout the construction process. b) Street sweeping must be performed, at least once per month, throughout the construction process, or more frequently as directed by the Town Planner. c) Hours of operation during construction are limited from 7 a.m. to 5 p.m., Monday through Friday and 8 a.m.—5 p.m. on Saturdays. d) A construction schedule shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities on the site. 3 5) Prior to any lots being released from the statutory covenants: a) Three (3) complete copies of the endorsed and recorded subdivision plans and one (1) certified copy of the following documents: recorded subdivision approval, recorded Covenant (FORM 1), recorded Growth Management Development Schedule, and recorded FORM M must be submitted to the Town Planner as proof j of recording. b) The applicant must submit a lot release FORM J to the Planning Board for signature. c) A Performance Security in an amount to be determined by the Planning Board, shall be posted to ensure completion of the work in accordance with the Plans-,approved as part of this conditional approval. The bond must be in the form acceptable to the North Andover Planning Board. Items covered by the Bond may include,but shall not be limited to: i) as-built drawings; ii) sewers and utilities iii)roadway construction and maintenance iv)lot and site erosion control v) site screening and street trees vi)drainage facilities vii)site restoration viii)final site cleanup 6) Prior to the issuance of a building permit for an individual lot, the following information is required by the Planning Department: a) The applicant must submit a certified copy of the recorded FORM J referred to in Condition 5(b)above. b) A plot plan for the lot in question must be submitted, which includes all of the following: i) location of the structure, ii) location of the driveways, iii) location of the septic systems if applicable, iv) location of all water and sewer lines, v) location of wetlands and any site improvements required under a NACC order of condition, vi) any grading called for on the lot, vii)all required zoning setbacks, viii)Location of any drainage,utility and other easements. 4 c) All appropriate erosion control measures for the lot shall be in place. The Planning Board or Staff shall make final determination of appropriate measures. d) Lot numbers, visible from the roadways must be posted on all lots. e) An as-built plan must be submitted to the Division of Public Works for review and approval prior to acceptance of the sewer appurtenances for use. f) The roadway must be constructed to at least binder coat of pavement to properly access the lot in question. Prior to construction of the binder coat,the applicant shall ensure that all required inspection and testing of water,sewer,and drainage facilities has been completed. The applicant must submit to the Town Planner and the Department of Public Works an interim as-built,certified by a professional engineer, verifying that all utilities have been installed in accordance with the plans and profile sheet. g) The applicant is required to pay sewer mitigation fees in accordance with the current and prescribed policies at the Department of Public Works. Proof of payment must be supplied to the Planning Department. h) If a sidewalk is to be constructed in front of the lot, then such sidewalk must be graded and staked at a minimum. 7) Prior to a Certificate of Occupancy being requested for an individual lot, the following shall be required: a) All necessary permits and approvals for the lot in question shall be obtained from the North Andover Board of Health,and Conservation Commission. b) Permanent house numbers must be posted on dwellings and be visible from the road. c) There shall be no driveways placed where stone bound monuments and/or catch basins are to be set. It shall be the developer's responsibility to assure the proper placement of the driveways regardless of whether individual lots are sold. The Planning Board requires any driveway to be moved at the owner's expense if such driveway is at a catch basin or stone bound position. 8) Prior to the final release of security retained for the site by the Town, the following shall be completed by the applicant: a) An as-built plan and profile of the site shall be submitted to the DPW and Planning Department for review and approval. 5 b) An as-built plan and profile of the slopes on Lots 2 and 3 must be submitted to the DPW and Planning Department for review and approval. c) The applicant shall petition Town Meeting for public acceptance of the street. Prior to submitting a warrant for such petition the applicant shall review the subdivision and all remaining work with the Town Planner and Department of Public Works. The Planning Board shall hold a portion of the subdivision bond for continued maintenance and operations until such time as Town Meeting has accepted (or rejected in favor of private ownership) the roadways. It shall be the developer's responsibility to insure that all proper easements have been recorded at the Registry of Deeds. i 9) The Applicant shall ensure that all Planning, Conservation Commission, Board of Health and Division of Public.Works requirements are satisfied and that construction was in strict compliance with all approved plans and conditions. 10)The applicant shall adhere to the following requirements of the Fire Department: a) Open burning is allowed by permit only after consultation with the Fire Department. b) Underground fuel storage will be allowed in conformance with the Town Bylaws y ws and State Statute and only with the review and approval of the Fire Department and Conservation Commission. 11)There shall be no burying or dumping of construction material on site. 12)The location of any stump dumps on site must be pre-approved by the Planning Board. 13)The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 14)Gas, Telephone, Cable, and Electric utilities shall be installed as specified by the respective utility companies. 15)Any action by a Town Board, Commission, or Department which requires changes in the roadway alignment, placement of any easements or utilities, drainage facilities, grading or no cut lines,may be subject to modification by the Planning Board. 16)The utilities must be installed and the streets or ways constructed to binder coat two years from this approval. If the utilities are not installed, the streets or ways are not constructed to binder coat and the Planning Board has not granted an extension by the above referenced date, this definitive subdivision approval will be deemed to have lapsed. 17)This Definitive Subdivision Plan approval is based upon the following information which is incorporated into this decision by reference: I I 6 r Plan titled: RedGate Pasture Definitive Subdivision Plan North Andover,Massachusetts 01845 Dated: November 22, 1996, revised 9/2/97, 12/26/97, 1/19/98, 6/14/99, 2/26/01 Applicant: RedGate Realty Trust 33 Walker Road North Andover,MA 01845 Civil Engineer:New England Engineering Services,Inc. 33 Walker Road, Suite 23 North Andover,MA 01845 Sheets: 1 -7 Scale: Report titled: Drainage Report Prepared by: Daniel Koravos,P.E. 25 Teloian Drive Hudson,NH 03051-3937 Dated: April 4, 1999,revised March 22, 2000 Attachments: March 20,2001 Engineering Review,Coler& Colantonio Memorandum to Heidi Griffin from Jim Rand dated 6/4/01 7 FORM I COVENANT �� 1v KNOW ALL MEN BY THESE PRESENTS THAT WHEREAS the undersigned has submitted an application dated November 22, 1996 to the North Andover Planning Board for approval of a Definitive Plan of a certain subdivision bearing the name Red Gate Pasture Definitive Subdivision,and has requested that the Board approve such plan without requiring a performance bond, THIS AGREEMENT WITNESSETH THAT,for the consideration that the North Andover Planning Board waive the aforesaid requirement for a bond,the undersigned covenants and agrees with the Town of North Andover as follows: 1. The undersigned will not sell any lot until the work on the ground necessary to serve such lot adequately has been completed in the manner required in the aforesaid application,and in accordance with the covenants,conditions and agreements thereof,(except for the following particular items of work,the performance of which shall be exempt from the conditions of this contract): NONE 2. The undersigned agrees to record this agreement in North Essex Registry of Deeds as required by the Rules and Regulations of the North Andover Planning Board r . 3. The undersigned agrees that this contract shall be binding upon his heirs,executors,and administrators,and particularly upon any grantees of the undersigned. It is the intention of the undersigned and it is hereby understood and agreed,that this contract shall - constitute a covenant running with the land. Lots within the subdivision shall respectively be releasedc a `D from the foregoing conditions hereof upon the recording of a certificate of performance executed by a �. majority of said Planning Board which certificate shall enumeratethe specific lots to be released `? T ter There are no mortgages of record or otherwise on any of the land in the aforesaid subdivision except as described below and the present holders of said mortgages have assented to this contract prior to its execution by the undersigned. IN WITNESS WHEREOF,the undersigned,applicant as aforesaid,does hereunto set his hand and seal this `yy"h day of April,2006. o e, rustee of Redgate Realty Trust -_J rt cW4July 31, 1996,recorded at O ssex Registry,Book 4561,Page 10 .R. i h' t Description of Mortgages: Enterprise Bank and Trust Company,mortgage recorded in the Essex North Registry,Book 9023,Page 186 on August 31,2004. Assent of Mortgagee: ENTERPRISE BANK AND TRUST COMPANY By: r` Steven R.Larochelle,Sr.Vice President COMMONWEALTH OF MASSACHUSETTS ESSEX,ss. April 5,'2006 On this_57 —th day of April,2006,before me,the undersigned notary public,personally appeared Steven L.Larochelle,proved to me through satisfactory evidence of identification,which was a Massachusetts driver's.license,to be the person whose name is signed on the preceding document,and .acknowledged tome that he signed it voluntarily for its.stated purposes. No c ^ ed name: J oii,--, .M Commission expires: %-4f-p- ti COMMONWEALTH OF MASSACHUSETTS ESSEX, ss. April . 2006 On this yj th day of April,2006,before me,the undersigned notary public,personally appeared John J.Burke,Trustee,proved to me through satisfactory evidence of identification,which was personal knowledge,to be the person whose name is signed on the preceding document,and acknowledged to me that he signed it voluntarily for its stated purposes. No Public P ' name . o1M-, My Commission expires: 2r- 9-- �C 4oio4ov.1 r , 1 FORM M CONVEYANCE OF EASEMENTS AND UTILITIES John J.Burke,Trustee,of Redgate Realty Trust u/d/t dated July 31, 1996,recorded at Essex North District Registry of Deeds,Book 4561,Page 10,with an address of 71 Sutton Hill Road,North Andover, MA 01845,Essex County,Massachusetts for the consideration of One Dollar($1.00),hereby grants, transfers and delivers unto the Town of North Andover,a municipal corporation in Essex County,the following: A. The perpetual rights and easements to construct,inspect,repair,replace,operate and forever maintain(1)a sanitary sewer or sewers with any manholes,pipes,conduits,and other appurtenances,(2)pipes,conduits and their appurtenances for the conveyance of water,and(3)a covered surface and ground water drain or drains with any manholes, pipes,conduits and their appurtenances,and to do all other acts incidental to the foregoing,including the right to pass along and over the land for the aforesaid purposes, in,through,and under the whole of Red Gate Lane and drainage easements on a plan entitled"Red Gate Pasture Definitive Subdivision Plan,Sheets 1-7,dated November 22, 1996,as revised through March 8,2006,said plan is made and said plan is incorporated herein for a complete a detailed description of said roads. B. The perpetual rights and easements to use for all purposes for which public ways are used,the following parcel of land situated on Salem Street in said Town of North Andover and bounded and described as follows: Red Gate Land as shown on the abo described plan. The grantor warrants that the aforesaid easements are free and clear of all liens or encumbrances,that lid: has good title to transfer the same,and that he will defend the same against claims of all persons. ;:0,n For grantor's title see deed from Benjamin C.Osgood,Trustee dated July 31, 1996,and recorded in the =� Essex North District Registry of Deeds,Book 4561,Page 16,or under Certificate of Title No. registered in District of the Land Court,Book ,Page This is not a homestead property. To be completed if a mortgage exists: C.) And Enterprise Bank and Trust Company,the present holder of a mortgage on the above described land, , which mortgage is dated August 31,2004,and recorded in sad Deeds,Book 9023,Page 186,for Cr consideration paid,hereby releases unto the Town of North Andover forever from the operation of said .� mortgages,the rights and easements herein above granted and assents thereto. ENTERPRISE BANK AND TRUST COMPANY By: Stev R.Larochelle,Sr.Vice President :Jo .Burke,Trustee i COMMONWEALTH OF MASSACHUSETTS ESSEX,ss. April 2006 On this_�_th day of April,2006,before me,the undersigned notary public,personally appeared Steven R.Larochelle,proved to me through satisfactory evidence of identification,which was a Massachusetts driver's license,to be the person whose name is signed on the preceding document,and acknowledged to me that he signed it voluntarily for its stated purposes. N?#y Pub c My Commission expires: COMMONWEALTH OF MASSACHUSETTS t ESSEX,ss. April ! ,2006 On this th day of April,2006,before me,the undersigned notary public,personally appeared John J.Burke,Trustee,proved to me through satisfactory:evidence of identification,which was a Massachusetts driver's license,to be the person whose name is signed on the preceding document,and acknowledged to me that he signed it voluntarily for its stated purposes. No Public �1 Printedname: Jr�YVrvi.�,te � My Commission expires: t i 401037v_1 NORTIy Town. o O :.gyp H- �`�• .'�•�`f'.;'Cti, No. 0 0. dover, Mass.,LAK y COCHICHEWICK 7�ADRATED `S BOARD OF HEALTH Food/Kitchen P ERMIT T D Septic System A � BUILDING INSPECTOR THIS CERTIFIES THAT....... /..j. per...... ... ..4.................................... ...:................................................... Foundation has permission to erect........................................ buildings on ,,far..... .. . .4~...•. Rough tobe occupied as....... ...............................Tf'L:.............. .........................,............................................ Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough 1 qt4o PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUC ON STARTS ELECTRICAL INSPECTOR Rough ..... .. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. V states that a total of 4 tank pumpings in one year constitute an automatic failure) (Jimmy's had 3) 2) Two properties were in failure next door to this property. The neighboring septic systems replaced 3 years ago, are now elevated over two feet above the ground due to the high ground water in this area. Conclusion/Reccomendation For these reasons it is not recommended to the lift the restriction unless Mr. Adams wishes to install a new septic system or ties into sewer. The system is now 10 years older. The town hopes to supply sewer in the future, but there is no definite date for the sewer to be available. It could be years. The 1997 Board was very generous not requiring a full repair. They also only restricted the type of occupancy. They could have prohibited the occupancy for public health reasons until the septic system was replaced. If sewer is eventually approved to come by this property and specific, Mr. Adams should have the opportunity to approach the board again at that time. Page 2 j Minutes: July 23, 1998 1. 815 JOHNSON STREET - WENDY DIOTALEVI: Ms. Wendy Diotalevi was present from Raggs, Inc. requesting a variance to groundwater for the repair of the septic system at 815 Johnson Street from the required four feet to three feet. k On a motion by Dr. Rizza, seconded by Dr. MacMillan, the Board voted d, unanimously to grant the variance to groundwater from 4 feet to 3 feet. 1591 OSGOOD STREET- CHRIS ADAMS: Because of a conflict of interest, Dr. MacMillan removed himself from this agenda item. .i_ a.yl Mr. Adams' Lawyer, Attorney Rossi, was present and spoke on behalf of Chris Adams. In addition to Chris Adams lawyer his engineer was also present, Thomas E. Phalen,Jr., P.E. Mr. Phahen spoke of his background and stated that the system qualifies to meet Y Title V. Mr. Phalen stated that his client is unable to rent unless the Board of Health gives him permission to proceed. Mr. Osgood stated that he initially ordered Mr. Adams to give u . the Board of Health a report of the Title V inspection. Mr. Osgood stated that the Board has been asking him for the past two years. Mr. Osgood stated that the problem here is that there is a restaurant on septic. Mr. Osgood stated that Jimmy's is the only restaurant in North Andover on septic. Mr. Osgood questioned Mr. Phalen about the groundwater. is Mr. Phelan disagreed with Mr. Osgood and stated that there is no groundwater and that he was unable to find the watertable. Mr. Phelan stated that it was the grease trap causing ;p � the problem. Mr. Osgood stated that he recommends putting a pipe in the ground and ` monitoring the watertable. Mr. Osgood stated that this pipe to monitor the ground water is not complicated to put in. Mr. Adam's engineer and ;. p p g lawyer agreed to monitoring the groundwater. On a motion by Dr. Rizza, seconded by Mr. Osgood, the Board voted unanimously to do the following; 1) monitoring well for one year, 2) make sure the grease trap _r meets Title V, and 3) from now on and in the future do not rent to another restaurant. Dr. MacMillan abstained from voting. ` WESTSIDE SEWER: i Mr. Osgood stated that DEP has taken over the problem of the Westside Sewer and they have a consent order on the Town and someone wants to put a couple of houses on sewer and DPW has gone to DEP. Mr. Osgood stated that the only problem is that at one time w the Board of Health took a vote that nothing would go on to that sewer until a temporary ' � it °age 7 , �)) Minutes: April 24, 1997 i .mom i r Aooroval of Minutes - 3/27/97• 3; t¢ z On a motion by Dr. MacMillan, seconded by Mr. Osgood, the Board voted unanimously to approve the minutes of 3/27/97 as written. Proposed Septic Regulations - Set Bearing Bate Ms. Starr wanted to know if the Board Members had any changes to the regulaho ; MacMillan stated that he read them and had no changes. Mr. Osgood had a few c j that he mentioned to Ms. Starr. Y�4 Mr. Osgood suggested advertising the public hearing for the septic regulations on and May 2nd and schedule a hearing for May 22, 1997. I Kevin Stack- Berry Street- Update: i Ms. Starr updated the Board Members on what recently transpired. Ms. Starr spolc `,. Mr. Brunette and informed him of the septic loan program and she made him aware. i! the department is concerned about the well in the house. ibis. Starr stated that Mr-. Brunette is anxious to meet with everyone and to resolve this problem. Ms. St that the lawyer sent a letter to Bob Halpin. Ms. Starr stated that she spoke with s 4 p th Phi:T ,:. Christiansen and Mr. Brunette, the neighbor, is willing to meet with the Board of :_` . i' and attempt to set up a meeting. . 1591 Osgood Street - Update: Ms. Starr briefed the Board Members on what is happening with Chris Adams. Ms stated that she has told him on several occasions that if there is a change of use, the system needs to be inspected. Mr. Osgood stated that he told him that a Chinese Restaurant would not go because of the amount of grease generated from Chinese fo Mr. Osgood also told him that this could have been done months ago and he didn't.. k The Board Members agreed that Mr. Adams septic sstem located at 1591 Os PI Street needs to be inspected before the premises may be occupied. J I J c; K �t 4 fY t i�t'• Y( I i page Minutes: Mav ??, 194i Sarah's Hawaiian Ice came ir. with no problem. Weis. Starr corrected Attorney Spinelli by stating that before they allowed Kravins to move in they were ordered to pump monthly, which was not done. In addition Sarah's Hawaiian Ice was never issued an operating P by the Board of Health. If they operated there, it was done illegally. Dr.lviiaclvlillar asked, "what is the problem, why can't you just get the system inspected"? Mr. Osgood stated that the Board of Health applies allru les and regulations to everyone- no exceptions. Attorney Spinelli stated that rules are allowed to make exceptions and Mr.Adams has been a longtime resident and is a good tax payer_ Mir. Osgood stated that =just because 1\4r. Adams pays takes does not mean that we need to be nice and make exceptions. Dr. IViaclsillan stated that the Board worl:�s with a lot of A r people that pad their �Ic 4 taxes-the main concern here is our responsibility to protect the public health. ,-Mr.Adams stated that his septic system has no smell and no back up. h4r. Osgood stated k that if your system is so good., why are you afraid of an inspection of_your septic system? Dr.MacMillan stated that it is ludicrous not to inspect a,system that is 30 years old. Dr. UaWiillan recommended that the Board require the system to be inspected. Dr.Rizzo requested to abstain because of a conflict of interest. On a motion b, Dr. MacMillan. seconded by Mr. Osgood, the Board voted ordered Mr.Adams to inspect his septic system at 1591 Osgood Street within one month. Dr. ;Rizzo abstained. 'AR)iANCE RECDLTEST-362 BERRY STREET- BEN OSGOOD. Jk: .Osgood stepped down as Chairman to avoid an appearance of a conflict of interest. Dr. MacMillan chaired this portion of the meeting. ^, w Ben Osgood, Jr.; Engineer; was present and came before the Board to request a ance to the distance to wetlands nom 100 feet to 50 feet. .Ben Osgood, Jr. mentioned that he needs perc tests but atthis point he is asking for a ance and then get perc tests. Iftr. Osgoo-, stated that he went before the Conservation ssion and the Commission is going to issue an Order of Conditions. Mr. Osgood 3 . d that 100 feet is Board of Health regulation. t a motion by IDr. Rizzo, seconded by Dr. MacMillan, the hoard voted nimously to tyrant the variance to wetlands from 100 feet to 50 feet. i I 'Page Page 8 Minutes: June 26, 1997 :amu - I On a motion by Dr. MacMillan, seconded by Dr. Rizza, the Board voted . lishment License contingent upon Ms. S unanimously to grant a Massage Estabta �R inspection and receipt of all necessary criteria. Les G CHRIS ADAMS. 1591 OSGOOD STREET: the Bc Continued from above. Mr. Osgood stated that the system failed inspection and the Board of Health needs a 1 design and soil tests. Mr. Osgood instructed Mr. Adams to go and get it designed ands it started- that is all we ask. Mr. Adams asked the Board Members if they would consider giving him two years. Ms. Starr told Mr. Adams to find a professional engin "Mr. Gc hire him, set up time and do soil testing. Mr. Adams asked, "what are you saying?" :`above. Board of Health won't give me two years. Mr. Osgood responded, "yes''. Dr. Mac Mtl feet frc ,: stated that there would be no occupancy without a functioning system. Ms. Starr .,:many I suggested that the motion state a specific amount of time Mr. Adams has to do this. x t "Mr. Gc Mr. Osgood stated that the Board told Mr. Adams what to do -to get a Title V inspected reduce and he did not do what he was told. Dr. MacMillan stated that the Board of Health n separat to see progress and that the Board is open to work With him but we need to see definite. ' :line to K time periods. Mr. Adams pleaded to the Board-"work with me". The Board Members are not reiterated to Mr. Adams - "You can not rent with a failed system". Dr. MacMillan toldr =Board Mr. Adams that he has to be responsible. Mr. Adams responded, "1 am responsible". . ��Godin i Mr. Osgood and Dr. MacMillan stated that the system has to be f xed period! Mr. `that it c Osgood stated that he is through with this issue and the Board needs to move onto the'.kStam st; nett agenda item. �,alternat "is that Dr. Rizza returned to the meeting. . Ahat thi: ,,:not hav( VARIANCE REQUEST-LES GODIN- 706 FOSTER STREET: if the Bi respond Les Godin,Engineer, Merrimack Engineering was present and requested to come before the Board for the following variances: _ On a m. unanim 1) Local upgrade approval waiver to CMR 14.405(d) for a 25% reduction In;> : SEPTIC required leaching area. 2) Waiver to the Town of North Andover Regulation 4.18 for a 52 foot Ms. Star setback from leaching area to wetland. Member if they ci On a motion by Dr. Rizza, seconded by Dr. MacMillan,the Board voted ()n that r unanimously to grant the two variances as stated above. Septic System Information 1591 OSGOOD STREET Printed On: Thursday,September If, System ID: BHS-2006-0003 General System Information Latest Permit Information Calcaluted Design Flow: Test Pits Septic Tank Disposal Trench Design Flow: One Two Capacity: Number: Design Flow Provided: Minutes per inch: Width: Width: Total Flow: Depth: Length: Length: Seasonal: No No Depth to Water: Diameter: Leaching: Grinder: No No Soil Type: Depth: Laundry: No No Hauling/Pumoinp Lis Quantity Type System Type Pumped Pumped By Transferred To Disposed At Date Pumped allons Routine Septic Tank Andover Septic 20 So. Mill Street,Bradford 07/13/2001 2000 Comments: None Routine Septic Tank Andover Septic 20 So.Mill Street,Bradford 11/21/2001 2000 Comments: None Routine Septic Tank Andover Septic 20 So.Mill Street,Bradford 04/03/2002 2000 Comments: None Routine Septic Tank Andover Septic 20 So.Mill Street,Bradford 08/16/2002 2000 Comments: None' Routine Septic Tank Andover Septic 20 So.Mill Street,Bradford 01/10/2003 2000 Comments: None Routine Septic Tank Andover Septic 20 So.Mill Street,Bradford 07/02/2003 2000 Comments: None Routine Septic Tank Andover Septic 20 So.Mill Street,Bradford 02/26/2004 2000 Comments: None Routine Septic Tank Andover Septic 20 So.Mill Street,Bradford 09/21/2005 3000 Comments: riding high Routine Septic Tank Andover Septic 20 So.Mill Street,Bradford 02/10/2006 2000 Comments: Riding High&Leachfield runback Routine Septic Tank Andover Septic 20 So.Mill Street,Bradford 02/21/2007 2000 Comments: riding high Routine Septic Tank Andover Septic 20 So.Mill Street,Bradford 04/07/2007 2,000 Comments: Flooded Routine Septic Tank Andover Septic 20 So.Mill Street,Bradford 07/27/2007 2000 Comments: Flooded,leechfield runback&full to cover GeoTMS®2008 Des Lauriers Municipal Solutions,Inc. Page 1 of 2 �10RTp � ®� 0 a - 17 'lR 4t coc.wc.Kw.cw� ��SSACHt15�Ag PUBLIC HEALTH DEPARTMENT Community Development Division i Chris Adams S.P.E. C. Realty Trust 35 Webster Street Apt 302 Boston,MA 02128 Re: 1591 Osgood Street Norah Andover, MA 01845 December 19, 2006 Dear Mr. Adams, This memo is in regards to the consideration of locating a food business, Treadwell's Ice Cream, in the vacant unit at 1591 Osgood Street. As you are aware the Health Department has had issue with the septic system servicing this building in the past and at a meeting held on Friday, December 15, 2006 we met to begin to review the concerns. As a result of that meeting I have My reviewed the file once again and discussed the issue with additional professionals. The following are the findings of the research. 1) The septic system services 1 food service business. 2) After discussion at a regularly scheduled Board.of Health meeting,which included Thomas Phalen Jr.P.E. and Attorney Rossi,both representing Mr. Adams' interests, the Board of Health voted on July 23, 1998 that among other things at 1591 Osgood Street, "from now on and in the fixture do not rent to another restaurant" 3) The term"restaurant"in this context is any food establishment 4) An email, in the Health file,to Sandy Starr,Health Director,from the BOH Chairman Gayton Osgood, dated July 29, 1998 stated the following,"We voted at our meeting to allow Chris Adams to use his system for an additional business(not food related) Provided he did two things, install a grease trap in accordance with Title V for Timmy's and two, install monitoring wells in accordance with the guidelines in Title V in order to observe the ground water." 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com i After reviewing all the relevant and available information, this office must inform you that an application to operate a food establishment, other than the existing Timmy's, would be denied for the above reasons. In addition,please note that there is more than sufficient information of past soil tests, file documentation and data from neighboring properties to assume that this system could not pass a Title V inspection as well,therefore,this office is not inclined to make such a request, as we often would normally do. This correspondence should make the position of the Health Department clear. As there has not been a formal application,this letter is not a formal denial, rather it is a heads up to assist you and any possible future applicants that may be considering moving into or renovating your site as a food establishment. Conversely,there are other uses that could be located here without the need of a required Title V inspection. The Community Development office will assist you in any possible with any other applicants that may wish to locate within your building. ZSSawyer, Public Health Director Cc: Jerry Roberts, Treadwell's Ice Cream III I 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web w w•townotnorthandover.com REScheck Software Version 4.1.0 Compliance Certificate 1 Project Title: 25 redgate Report Date:08/23/07 Data filename:C:\Users\rick\Documents\redgate.rck2.rck Energy Code: Massachusetts Energy Code Location: North Andover,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 13% Heating Degree Days: 6322 Construction Site: Owner/Agent: Designer/Contractor: 25 redgate lane richard Keller north andover,MA 4 fosters pond rd andover,MA 01810 978 609 6481 C,Ornp ianpe:Passes Maximum UA:510 Your Home UA:490=3.9%Better Than Code Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or ■.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 228 30.0 0.0 8 Ceiling 2:Flat Ceiling or Scissor Truss 1334 30.0 0.0 47 Wall 1:Wood Frame,16"o.c. 3132 15.0 0.0 208 Window 1:Vinyl Frame:Double Pane with Low-E 415 0.350 145 Door 1:Solid 21 0.400 8 Floor 1:Structural Insulated Panels:Over Unconditioned Space 1572 19.0 74 Air Conditioner 1:Electric Central Air13 SEER Furnace 1:Forced Hot Air90 AFUE Furnace 2:Forced Hot Air80 AFUE Compliance Statement- The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code ieimli--im-i3i in RESuh&ck Version 4.1.0 and to comply witUh the mandatory requirements listed in the REScheck Inspection Checklist. c"cctmc for th;-build; a,and the cccfinq;cad if acmcm atc,`las been determined using the applicable Standard Design �... ..k tc-..L:o*ha Cada. ha..VAC ayuip-::ent salectad to heat or C0101the building shall be no greater than 125%of the design i:'47.7 c c,-�.-iina.:jn 4pr.:;zs.c 71fir_gyp i`29fn�-14.4. ?':Z ;z�2 Mame-Title Sia_nature Date J Pr ' i Project Notes: Previously saved project information.: keller contracting rt 25 redgate Page 1 of 4 . 4 0'2OJ J e✓!Y i I 4 LL t G c olG,- ® LLIJ FFFl 2. 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AS NOTED Drq.a Number i CE I LING F.eAH t t �.��. a N.T.S. sft SS Foe Non4&tr)Fi ItoS S3 LLj c m 9� Q� i 4 1 N I "3 JY1 o'-C�Y a4+ ?Yf.^.•w'.�67.L'a�Ql�'.L'�!_P?Fr�w _,t1 � ' �'�{�C���Ayr:fJ�_��-..wk �..'a�4l.Y '.IRaG'atlRtlr' 3"�1-.J.r-�.Y�M%tS' OC�iti .. ✓-�,';.� .x..-+n_ ~��u- '�-;-.IW- ./-�s�YWG@f�Fi♦ -ate �'}i..+-r _ � ..,�_�'/.9•\• Qr".�� rw.�4s-tee.-r - -•.,p.yy.�..f a. - wv. _ v.a..wravaM/�atlrVw iir-I.. �r-.....�. -( _ OAN _y:�j%l i�e�;� ti ; j'i S ' 6 Y` ` j 0.4�i 1 vi 10 . � 46 Ali —14 ' R ''•�:4• pr�� �" �- •-.' it e� - \,� � . _7,7 ## Rau.: OMa. Rwn ks: . rreaa�e• TI>-:.t< •,;s.r.�i -> •s` -�-„� ��....3 �--! •• _ ' _ - _- .-s ,.,-,r _F'.�a.YTt:.'�.- a.::. k ,i,,...... _.-...v,_ .,1 ? -—..._1......._ .. _. ? ij 1 3 r ROOF FRAMING It...- -rr• .. .. ...__. _-.....,�,,}:uL.�_._ .. .. �.��._.._.. -._ ...._i.,�. t^ .,__ti 4i,.-e.._ ....,... _ . .�-_-..... - t.a.i-d-•,,,,,_...,__.- �.... •___._•• --_ �..... _ .� ------------ ..........--.,•_..._..m1._. a..l..��.-r....o._ . ... ............ >..�_.tf 1 O.t.: 26 JULY 2007 S.C. AS NOTED , - ............ ...�.._.P,._.,.._�--.-.....- ......—.�.mow.. .: _ .. .._..- ... .- -. _ ._...... �. Drawn by: DW I �tooF �rCr4 IN G, N• •�• SEESs�� t�otx5�p�►K►S S4 " . GENERAL CONDITIONS 1. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON ORAWINGS PRIOR TO COMMENCEMENT OF THE WORK, p AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHTECTURAL DOCUMEKTS, 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS ANO METHODS OF TEMPORARY SHORING, BRACING, OR OTHERWISE PROTECTING ANY PORTION OF THE STRUCTURE, SITE AND UTILITIES FROM DAMAGE DURING CONSTRUCTION, EXISTING THE ENGINEER IS SPECIFYING THE FINISHED CONDITION ONLY, WITHOUT OVERFRAME RAFTER ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR p NOT SHOWN 2x RAFTER WILL ACHIEVE THIS RESULT. 12-12d NAILS X!"PLYWOOD 3. FOR EXACT LOCATIONS Of FLOOR AND ROOF OPENING% POSTS. ETC., SEE 12-12d NAILS ARCHITECTURAL DRAWINGS. _ CO r O CEILING SEAM 12-12d NAILS O EACH RAFTER/JOIST FOUNDATIONS D CONN. CEILING TO RAFTERS 1. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE "C a 'C �� FOUNDATION$ ON INORGANIC, UNDISTURBED SOIL OR CONTROLLED r- STRUCTURAL BACKFILL AS REQUIRED BY THE ARCHITECT. ALL EXCAVATIONS Q p� Co SHALL BE DRY BEFORE PLACING ANY CONCRETE. (� ' 2. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MINIMUM WOOD BEAM SIMPSON DEPTH OF 4 FEET, OR AS MODIFIED BY THE STRUCTURAL ENGINEER, BELOW EXISTING THE LOWEST ADJACENT GROUND EXPOSED TO FREEZING. ANY ADJUSTMENT ry T HANGER CEILING JOISTS 2x CEILING OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE JOISTS APPROVAL Of THE ARCHITECT. SIMPSON 2.5 HURRICANE 3. SOIL BEARING CAPACITY: FOOTINGS MUST BE PLACED ON SOIL WITH A y �' 2x PLATE MINIMUM BEARING CAPACITY OF "Co POUNDS PER SQUARE FOOT. $� TIE, FASTEN TO OUTSIDE 4. BACKFILL BELOW FOOTINGS AND SLABS $ALL BE MADE WITH APPROVED RAFTER HANGER DETAIL LOAD BEARING OF PLYWOOD SHEATHING GRANULAR MATERIALS PLACED IN 6" LAYERS. LAYERS SMALL BE g t 2-1-0 COMPACTED TO S[% DENSITY AT OPTIMUM MOISTURE CONTENT, AS DEFINED 'n'tBt3 U, WALL 2x STUD BRG WALL SHEATHING BY ASTM D1S37, METHOD 0. Q 5. SACKFILUNG AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS '.y OR PIERS ARE BRACED TO PREVENT MOVEMENT. MR WOOD FRAMED RESIDENTIAL CONSTRUCTION, NO BACKFILLING OF WALLS MAY TAKE PLACE UNTIL THE FIRST FLOOR DECK HAS BEEN FRAMED AND SHEATHED, UNLESS ROOF/CEILING DETAIL WRITTEN APPROVAL IS GIVEN BY THE ARCHITECT OR ENGINEER. �Q CONCRETE -R 1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE ,. LATEST EDITION OF ACI-318, "BUILDING DE REQUIREMENTS FOR REINFORCED CONCRETE'. SHEATHING 2. CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY DESIGN STRENGTH AS FOLLOWS:FOOTINGS, WALLS, INTERIOR SLABS-ON-GRAD[, AND OTHER CONT OVER CONCRETE NOT OTHERWISE SPECIFIED - 3000 PSI. EXTERIOR SLABS EXPOSED FLOOR FRAMING 2x JOIST 2x PL TO WEATHER - 4000 PSI, FLOOR SHEATHING HEADER AND POST NOTES: 3. SLUMP AT THE POINT Of DISCHARGE FROM THE READY-MIX TRUCK $HALL BE 2x STUD WALL 3-5'. WALL STUD 1. POST IDENTIFICATION AS FOLLOWS: 4. REINFORCING STEM TYPICAL - ASTM A81S. GRADE $0. FIELD BENT - ASTM PLATE SHEATHING DpwN�EDEN" ADDES TYPKIM E O'L KING R ROVON615,CARPENTRY tO WELDED WIRE FABRIC - ASTM Ates.Pw py CONT OVER NUMBER OF FULL SUPPORT STUD ^W� 2x RIM 2x JOIST FLOOR FRAMING t. ALL ROUGH CARPENTRY WORK $HALL BE EXECUTED IN CONFORMANCE WITH 2-2X RIM 2. HEADER$ ARE AS FOLLOWS UNLESTHE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION "TIMBER CONSTRUCTIONNOTED OTHEPWISE. STANDARDS" - AITC 100. 44 Q DBL 2x TOP PL 2. WHEN NOT IDEN, ALL WOOD RFIRDBL 2x TOP PL HEADERS. STRINGERS, PLATES. ADSILLSSHALL BE SPRUCE PINK OR BETTER, WITH A MINIMUM fb - $73 PSI (SINGLE USE) AND Fb - 1000 PSI O BLKG O POST (REPETITIVE US[), AND E SHALL BE 1,4000,000 PSI OR BETTER. 'b LOCATIONS3. WOOD STUD! MAY BE EASTERN HEMLOCK, EASTERN SPRUCE, OR EM-FIR, ZX STUD 016"OC GRADED "STUD" GRADE, r2 OR BETTER. d 2x STUD 016"OC 4. LVL BEAMS, AS NOTED ON PLANS, SHALL 1+'i THN*, HAVE A MINIMUM FI; a a 3100 PSI, E - 2.000,000 P31. AND Fv - 288 PSI. LVL BEAMS SHALL BE "VERSALAM" BY BOISE CASCADE. NO SUBSTITUTION!WILL BE ACCEPTED. TYPICAL FRAMING DETAILS UNLESTFC THECONENGINE OBER SPECIFICALLY APPROVES ANOTHER PRODUCT SUMMED 1 2'-1'-0 5. WOOD "I" BEAMS $HALL Of "BCI" BY BOISE CASCADE. NO SUBSTITUTIONS WILL SE ACCEPTED, UNLESS THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. MANUFACTURER'S RECOMMENDATIONS FOR BEARING, REINFORCING, CUM CANTILEVERS, SOLID VERTICAL BLOCKING FASTENING, ETC., SHALL BE STRICTLY ADHERED TO. 2x STUD WALL SHALL5. PLYWOOD WALL SHEATHING, ROOF SHEATHING, AND SUBFLOORINO SHALL BE UNDER POST ABOVE, MATCH APA GRADE, TRADEMARKED C-0 INTERIOR WITH EXTERIOR GLUE. SUBFLOORING POST SIZE AND MATERIAL SHALL BE 1/2" THICK TONGUE AND GROOVE, AND SHALL BE CLUED TO FLOOR FLOOR JOIST JOISTS WITH AN APPROVED ADHESIVE PRIOR TO NAIUNO. ROOF SHEATHING IW.: DW: R-x-Iu: FLOOR SHEATHING FLOOR SHEATHING 7. ALL WOOD SHALL BE IHAVING DIRECT CONTACT2- THICK AND WALL HWITHING CONCRE�TE OR MASONRY,KAND WHEREVER WOOD IS WITHIN S' OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION, SHALL BE PRESSURE TREATED. RIM 8. ALL METAL CONNECTORS INCLUDING JOIST AND BEAM HANGERS AND COLUMN CAP AND BASES SHALL BE BY SIMPSON STRONG-TIE CORP. THE CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S FASTENING REQUIREMENTS. 2-2x6 PT PLATE CONTRACTOR TO VERIFY ALL CONNECTOR SIZE! TO FRAMING ELEMENTS BEFORE w/ Vo ANCHOR ORDERING. BOLTS O 4'-O"OC 9. UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS, HEADER$ AND BEAMS SHALL BE SUPPORTED BY AT LEAST ONE JACK STUD AND ONE KING FINISH GRADE 2-#5 TOP do BOT FLOOR JOISTS STUD R'WOOD SOLID VERTICAL 10. FOR W0 LO JOIST SPANS UP IS 14 FEET, PROVIDE A SINGLE ROW OF FULL DEPTH BLOCKING BETWEEN JOISTS AT MIOSPAN. FOR SPANS EXCEEDING 14 BLKG O ALL WOOD BEAM FEET, PROVIDE TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT POST LOCATIONS THIRD POINT! OF THE SPAN. W SPRINGFIELD PLATE 11. GABLE-END WALL STUDS IN CATHEDRAL, PARTIAL CATHEDRAL, OR HIGH CEILING SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE OF THE ROOF RAFTERS. THEY SHOULD NOT BE INTERRUPTED BY SPRINGFIELD LALLY ANY HORIZONTAL PLATES OR BEANS, UNLESS NOTED OTHERWISE ON THE IO" CONC FDN WAIL COL BASE PLATE W/ DALLY COL FILLED DRAWINGS. 3 12. MEMBERS WITHIN BUILT-UP BEAMS. WHETHER MADE OF SAWN OR ENGINEERED NOTES& g 2x4 KEYWAY CONC SLAB 2- "V ANCHOR LUMBER, SHALL ONLY BE SPLICED OVER SUPPORT! W BOLTS-PLACE AT 4" CONC SLAB ON GRADE 13. PROVIDE SIMPSON HI OR H2.5 HURRICANE TIES BETWEEN EACH RAFTER DETAILS m DIAG CORNERS BOTTOM AND IT'S BEARING POINT. CONC FTG 14. CONTRACTOR $HALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO Z ( MINIMIZE THE NEED FOR CUTS AND GORE HOLES IN FRAMING LUMBER. IN GIRDERS, BEAMS, OR JOISTS. CUTS AND BORE HOLES SHALL NOT BE DEEPER Dov 25 JULY 2007 a ) THAN 1/5 THE MEMBER DEPTH NOR MORE THAT 2- IN DIAMETER., AND SHALL NOT BE LOCATED NEARER TO THE END OF THE SPAN THAN THREE TIMES THE saw: A9 NOTED �i CO MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF THE SPAN UNLM PprdwNw,; CONC FTG u U ( REINFORCED TO MEET STRESS CALCULATIONS. DTrnnY: DW 1R$. AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID VERTICAL WOOD BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH LOWER SUPPORT. BLOCKING TO MATCH UPPER P03T SIZE. 18. SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONED LUMBER JOISTS 3/6' I- BELOW THE TOP OF JOISTS TO ALLOW FOR JOIST SHRINKAGE. WHERE 2'-O---�F 2'_O" BEARING WALLS OR POSTS LAND ON THESE SEAMS, INFILL CAP WITH 3/8- PLYWOOD f SOLID BEARING. C 17. BEANS COMPRISED Of 3 LYLS OR MORE SHALL BE BOLTED TOGETHER WITH A FOUNDATION DETAIL LALLY COLUMN MINIMUM OF 2-1/2'/ BOLTS AT 15" ON CENTER OR 3-Yi"O DIAMETER SELF 1 2-1'-0 17r.11-01 TAPPING LAC SCREWS AT 18' ON CENTER, ALTERNATING INSERTION SIDES, FOLLOW MANUF. SPECS, UNLESS NOTED OTHERWISE ON DRAWING. SOS 15. IN ADDITION TO THE FLOOR JOIST SHOWN IN THE PLANS, CONTRACTOR SHALL INSTALL DOUBLE JOISTS UNDER ALL PARTITIONS WALLS RUNNING PARALLEL TO THE DIRECTION OF FRAMING. w I I - �, co o J �`r�e' ve e` �.4.- �C' 'o%c V P'l� V A4y�ui� I v I LJ Fm 4 o t LULa]® —� E Iii �.JJ LLLJ asUIR N oraEq I I I i I I I I 1 I I I I I J j 11 - - - - - - - - - - - - - - -TI- - - - - - - - - -J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � FRONT ELEVATION _�-�� - N T � 1 Lo r - 1 i WIT MHEE FRI ;T ------------- 44A 1 f I I I I I L-J t-J I I I_L-" LEFT ELEVATION rm UTTI Miff REAR ELEVATION RIGHT ELEVATION Drafting Service - ------------------------------- B x 662 I o p _---_________a-----_-_-_-___-___a____-_ j Windham NH 03087 Bus. 603 893-5277 1 1 y 7 Fax 603 890-6405 1 1 1 1 1 Q• I I 1 (1 1 1 I � 1 I 1 I r1 1 I I I 1 1 0 I d' I,•,0 T-2" N I I 1, X& Wall i I- ------------------------------------------------- 1.1 w/ PT Bottom ' ; - ----------------------------------- 1 . - V e v . . v o v" . v . . .--------------------------------- -'I 1a , i-- -- , _ p p • p v v = v e o p v v_ f________________ _ - - i I _ • - v v v I II________________________________________ 1 1 T I /•/ 1 I I I 1 8"W X 8"HT.X 8"DEEP BEAM POCKET FOR FLUSH HEADER 1 i ti 1 I 1 1 1 1 1 ' 1 D / ; 4" CONCRETE SLAB 4 1 1 IPI I SLOPE 1/4"/FT. ; Q I I I I ^ ' ---------- 1 _ ___________________ _____________ 1 ___________ ZT _a-_________� ____________________ ___________________L___------ ------------------------- �L D 8"W X 8" HT.X 8" DEEP I 2fiLBEAM 1 BEAM POCKET r-- - , i 1 4"STEEL LALLY COLUMNS ' Q1 i D,► i U i i ' I 1 1 1 GARAGE I 1 D Y 1 I I I (n I 1 1 e ` I 1 I ' X - 1 1 fV Q I I tll 1 1 I I I I 1,1. � • - � � 0 • � . � O 1 1' ' - D • D - D D . - 1 L----------------------------------------- __ ___________________1 __--_-__ __________-_-______-_-___-__---____-_ _J I I I v 1 1 • - ,a 1 '1 d' o ' LD,1 i i D,o 11 _ D1 --------------------- ---------------- 1 1 11 I---------------- 1.1 II .1 -------------------- 1 1 I 1 �------------------- -' LJ Step Down 2'O" 1 � I 14'-0" 14'-0" 511-011 FOUNDATION PLAN ' nATF' 1 010 ina f - ,, 01 9/ t J YJ f 6210 1•' 1, r nig To 0 _ + -- : au" ED 70 , '--------- AQ u{ /� v - 3 i1 l IMY WALK IN CLS a; 4 SEDSOOM 4 '3, !, M BATH ' ! E ' h ASTER BEDROOM �..r C) Ell Gee 0 ' � M Ira BEDROOM 3 BEDRp4M T� 13e tawpip • � � . l/ i �� I : 11 �'�^a.�/ �:t L tj . .o " - a - I i v � O � v \ � 1 i . 1 � I.EI w ' � Gctr�i'n door �oist-s flZa...._ FIRST FLOOR FRAMING r _ 1 a To J L j ' O i 0 i 16 Ja i` a i i ye 41-0 i, SECOND FLOOR FRAMING II - - L - I L 1 L J J L ! i' _ j r I li 9 LUQ CEILING FRAMING az o /G ' FT�.. x if ROOF FRAMING 31�� = li a (/tel/�Y. Aec�f•,sla�- Hip RaFter 'Truss / 5race Details —Continuous Baffled 'Ridge vent Nip Rafter Truss opt(on . rRldgc Board I I x 8 Collar Tien aS 4'0" O.C. - 12 Slope -- Composite Roof`;ng I Building Paper Sheathi;,g Roor Rafter I i One hur-'cane erchor ' per connection each side - ( Simpson H2 , 3 or cauaf ) � I, i 1 Nail connection between roof rafter Coiled Strap stock x 3'0" long I I and celling Joist with 8 - 16d nails One sash side of ceiling joist (typ, each end) use 6 - hanger rape per side (typ) ' Simbson "N' or equal I Hip Rafter Truss Detail I ' I I I CtinVertical Braceonuous Berried Ridge Vent beiOW option I 2x Ridge i3card I I I x S Collar Ties O 4'0" O.G. ' I -- Composite Roofing — Building Paper ' 12 I Slope Sheathlna � I IRoof Rafter I r ver:lcal post I — d. x4orr3 - 2x4 Partial HRooF Pramin � lBarin oartitl B g , on �J an HIP and Valley Rafters Hip R Brace Detail C3608 . 2 . 3 1 Fram(n9 detalls: . . . NP and valley r,3FLer5 shall be eupbort--d At IH,- rW�-,- ",. . i,,,.-- I- . I_ _. LU a o .a � 11 � r2c. ---- ------------------------ - ----------- - - - -- = - -- � tiANIF-L T � �•� � - � WUEBB _' •► v�� ) No.40 O v t � 4"CONCRETE SLAG 61 1-6 r , . t � , a i - -__ ---•._- y --------- - -------------- ------------- -- -------- �Ov--- _ i ► -►•----.--...--, -- -- ------__ _ ----- ------------ - ^_' _:e __ � -_- ------ I - - - - t -- -6.- -- -------- '8-w ------ --- - -�-{_ �- ------- �N --------- -------- - ------- - - --- ------- ------- --------- ------- --- ----' 8'w X .X .� BEAM t t . l r o t i , r .► r � � _- K Ci S t t f 4 •i 1 Rw�.: DY.: R.Mwb: t Co N st f is i .► • , A ' _--_•-- ii--•-- ------'--- - '---------- ------------------------------- -.4 - -------------------±------? ' -----------------; t i t r . A. a t - 4 ------------ a--0--___ h � � t .� i ' f��•f � t �•►r �� 4 SteP Dawn: 2 0 ---------j-! FIRST FLOOR FRAMING D.te: 28JULY 2007 �jSpM: AS NOTED k*mA*icy Onwn a/: DW si l� W23 •1 I J3•.uWr..o-..sR+�+rerw�� ._ .�_. - —...-._.._ •Lij m (� r 00 ' jS•lbgsneYr..�MRY�.. _:moi*r14s - _ _ _ j ..._—...- _ i � �`aA�•� . a t r_.,......o.•�+,..r.r+__._. _ �#,+�..r. .. = x� �oRMN .�_ .. •�. .w••mYtl�. -__ _ .... .. 't •�'_.r �_.�_ _ ._ 17 - pK -z WEBS ry, J i cr a UCTU y .� ' . v 4OT `� # Ham- ��� •�_ ��__ �' __. . r , iF rr ~..... R..: DM.: R'mvke: .—••. irs•a)liRa.TK"_�� .:,..w:•.!fa3B:�'KSiMI' W �—• - v r SECOND FLOOF FRAMING Scale. . 26 J AS NOTED r. Onvm by: pW T. s• S. Fnt: tic - - ii,. - S2 I _ 1 N /u.�j I :+....+.�_�.--...,�..... ...._._._. .._._.,.�._....•.--�e�....._-..�.:.►-r..�.s,_..,�.,.�w ( Q ••' ��/ f.. srr�sr.a. J ... 4".�'.".il'C•�;;:i'3;;h�.� ,•,S'�'��g. W N /•1�•� ' 7A.'.-fOJ.T'a .. ...`1., ..a f'.�.ia1•.+w•• rw.. .__ -..«+..�rs..wWT�..I LIbN.b.+w.�,�.�...._..._ ...__....-.�..._._.... - 23 \'/ <i 1 +� wr d c I __ �-{�.. -ter.-...�....s.a•.. ~ .� ••f"� ` Cu • i 11A OF HOF �...v.�.+...ate �+s'�......,,.......:, bw'E w '7V CTU An �f rJ 04.4tRAI ► 13' '�'� J Z-lxlt} � I Int `� { r .40 op rc in f TJ _ ` C• Q � kiwi_. �� •� ...,,.. � w s � � r _ Rw.: ON. R—b: ILI f�� '� 1 .,.` e:',y'ai'+.p�`.:^4�..►n-.aOSP�}�'r Mn)TftH :7-t7".�S>' '�j 1d%.^Ssa. ..o.__.,.�.... ._..o..._.t. tis f, i � ..,,... �.'.!' ' r, _ x`iY..r •.�:1ffw¢:.s+•9r«:s'a?{."'f r"A 3 .«. •�,� t ; ;� ATTIC FLOOR -. _.. . 4., __ ._ . ., �. _. :,. _:. ._ . • '_ (' FRAMING ( ..-«.. _. _. .- ._ r.,-y... __. ..._.. ..,?w.�....... ...._:ic D.1.. 26JULY 2007 i Sc.l. AS NOTED �`,` - -.. ...._..... • - Project Number' MAHINGr N.T.S. Sze SS Foe Wot%6-*0Vt1 WpS S3 W EDE CL I s c A CL) z a CL cu 00 N .ia•.r- .rw �FC:Pa.d✓ .i9 ••`•!'''tr' aa-.:1.� .�.aorr:s+m�"-�Q6�l:rw�e".< j 'gyp.."'._'-�• �`v � � s,.,r•,..:,.wse�Jfr+�ar..r.e-�•'"' ?,�� _ _,� - :�=�`.'E6.z.-rr�,z.: ..•a...:.. '{,��V�� v�., �ainva�r -.�'••s-.. -... <.r.r••c,�..��q k+.f .t ,. � ; 1 • i t� •CT. � �ZI .� �� w... ! � .- .. .. !��`� � r.Vl��? �::!'� :'fit-� ..��� �♦''j V D-W Rrnvin: l .. � �.wrv-._...�.....�..a-a:t:,4rvn....�'�T�`�`�i?'P ::��•^�i... , i2.`s. ,� '. ROOF FRAMING Yr.�--- �;.,. :.}sem...._ ' ..�•``.. i De• 25 JULY 2007 AS NOTED I ... ...--.tee-+..... ,_, .. ...�c�.�....•......•�, .- --,... -. .. ..- ..._........, ._....r+•: .. ..... ,._,- .......o._ _........_,... _ - t Proj.cl Number: DW : �1'r:'S, SEEss fob Not�S,�p�K.� S4 GENERAL CONDITIONS I,_ 1. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL OIMEN310N3 AND W 2' CONDITIONS SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF THE WORK, p AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES a BETWEEN ENGINEERING AND ARCHTECTLRAL DOCUMENTS, 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY SNORING, BRACING, OR OTHERWISE PROTECTING ANY PORTION OF THE STRUCTURE, SITE AND UTILITIES FROM DAMAGE DURING CONSTRUCTION. OVERFRAME EXISTING 34 THE ENGINEER 13 SPECIFYING THE FINISHED CONDITION ONLY, WITHOUT "p RAFTER ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR NOT SHOWN "PLYWOOD 2X RAFTER WILL ACHIEVE THIS RESULT. p 12-12d NAILS 12-12d NAILS 3. FOR EXACT LOCATIONS Of FLOOR AND ROOF OPENINGS, POSTS, ETC., SEE 1 ARCHITECTURAL DRAWINGS. [O r O EACH RAFTER/JOIST O CEILING SEAM 12-12d NAILS CONN. CEILING TO FOUNDATIONS W RAFTERS 1. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE •C d .0 FOUNDATIONS ON INORGANIC, UNDISTURBED 301L OR CONTROLLED (Q r STRUCTURAL BACKFILL A3 REQUIRED BY THE ARCHITECT. ALL EXCAVATIONS p SHALL BE DRY BEFORE PLACING ANY CONCRETE. Q �R v 2. EXTERIOR FOOTINGS SMALL BE PLACED ON APPROVED SOIL AT A MINIMUM WOOD BEAM-1EXISTING DEPTH OF a FEET, OR AS MODIFIED BY THE STRUCTURAL ENGINEER, BELOW SIMPSON THE LOWEST ADJACENT GROUND EXPOSED TO FREEZINO. ANY ADJUSTMENT HANGER CEILING JOISTS 2x CEILING Of FOOTING ELEVATIONS OU[ TO FIELD CONDITIONS MUST HAVE THE JOISTS APPROVAL OF THE ARCHITECT. P114 OF 4 SOIL BEARINO CAPACITY: f00TINCS MUST BE PLACED ON SOIL WITH A 'q SIMPSON 2.5 HURRICANE 3. MINIMUM BEARING CAPACITY OF 4000 POUNDS PER SQUARE FOOT, 2x PLATE TIE, FASTEN TO OUTSIDE 4. BACKFILL BELOW FOOTINGS AND SUBS SMALL BE MADE WITH APPROVED �O bAN/EL W �T RAFTER HANGER DETAIL OF PLYWOOD SHEATHING GRANULAR MATERIALS PLACED IN 6" LAYERS. LAYERS SHALL BE y 1/2".1-0 LOAD BEARING COMPACTED TO SIX DENSITY AT OPTIMUM MOISTURE CONTENT, AS DEFINED p 8$ WALL 2x STUD BRG WALL SHEATHING BY ASTM 01557, METHOD D. pcn S. RACKFILUNG AGAINST WALLS OR PIERS MAY ONLY RE DONE AFTER WALLS OR PIERS ARE BRACED TO PREVENT MOVEMENT. FOR WOOD FRAMED RESIDENTIAL CONSTRUCTION, NO BACKFILLING OF WALLS MAY TAKE PLACE ROOF/CEILING DETAIL UNTIL THE FIRST FLOOR DECK HAS BEEN FRAMED AND SHEATHED, UNLESS � WRITTEN APPROVAL 13 GIVEN BY THE ARCHITECT ON ENGINEER. 1 2'.11-0I CONCRETE 1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION Of ACI-318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". SHEATHING 2. CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY DESIGN STRENGTH AS CONT OVER FOLLOW3:FOOTINCS, WALLS, INTERIOR SLABS-ON-ORAOE, AND OTHER FLOOR FRAMING 2X JOIST 2X PL CONCRETE NOT OTHER4000 RISE SPECIFIED - 3000 PSI. EXTERIOR SLABS EXPOSED FLOOR SHEATHING HEADER AND POST NOTES: 3. SLUMP AT THE POINT Of DISCHARGE FROM THE READY-MIX TRUCK SHALL BE WALL STUD 2x STUD WALL 3-5". 1. POST IDENTIFICATION AS FOLLOWS: 4. REINFORCING STEELi TYPICAL - ASTM A61S. GRACE 60. FIELD BENT - ASTM PLATESHEATHINJA G M ON-REQUIRE ADD'L KING STUD A615, GRADE 40 WELDED WIRE FABRIC - ASTM A183. CONT OVER PORT 00011IM-IDENTIFIES TYPE OR ROUGH CARPENTRY FLOOR FRAMING NUMBER OF FULL SUPPORT STUDS 2x RIM 2X JOIST 1. ALL TROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH 2-2X RIM 2. HEADERS ARE AS FOLLOWS UNLESS w THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION "TIMBER CONSTRUCTION MOM OTWEWME. STANDARDS" - AITC 100. DBL 2x TOP PL L WHEN NOT OTHERWISE IDENTIFIED,ALL WOOD BEAMS, JOISTS, RAFTERS, DBL 2x TOP PL HEADERS, STRINGERS, PLATES, AND SILLS SHALL BE SPRUCE PINE FIR /2 OR Ix BLKG O POST BETTER, WITH A MINIMUM Fb - 873 PSI (SINGLE USE)AND Fb - 1000 PSI U 0 LOCATIONS (REPETITIVE USE), AND E SHALL 8E 1.4000.000 PSI OR BETTER, TJ 2X STUD 018"OC 3. WOOD STUDS MAY BE EASTERN HEMLOCK, EASTERN SPRUCE, OR HEM-FIR, "z! GRADED "STUD" GRADE, /2 OR BETTER. C� lvl�2x STUD 016"OC 4. LVL BEAMS, AS NOTED ON PLANS, SHALL 14'i THICK, WAVE A MINIMUM Fb - PNrI 3100 PSI, [ - 2,000,000 PSI. AND Fv - 283 PSI. LVL BEAMS SHALL BE "VERSALAM" BY BOISE CASCADE. NO SUBSTITUTIONS WILL 8E ACCEPTED. TYPICAL. FRAMING DETAILS UNLESS THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. 1 2 ■1'-0 5. WOOD "I" BEAMS SHALL Of "BCI" BY BOISE CASCADE. NO SUBSTITUTIONS WILL BE ACCEPTED, UNLESS THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. MANUFACTURER'S RECOMMENDATIONS FOR BEARING, REINFORCING, CUTS, CANTILEVERS, 2x STUD WALL SOLID VERTICAL BLOCKING FASTENING, ETC., SHALL BE STRICTLY ADHERED TO. UNDER POST ABOVE, MATCH 6. PLYWOOD WALL SHEATHING, ROOF 3HEATHINO, AND SUBFLOORINO SHALL BE POST 512E AND MATERIAL APA GRACE, TRADEMARKED C-0 INTERIOR WITH EXTERIOR GLUE. SUBFLOORING SHALL BE 1/2" THICK TONGUE AND GROOVE, AND SHALL B[CLUED TO FLOOR FLOOR JOIST JOISTS WITH AN APPROVED ADHESIVE PRIOR TO NAILING. ROOF SHEATHING R.v.: Da.: R.m-w: FLOOR SHEATHING FLOOR SHEATHING SHALL BE 1/2" THICK AND WALL SHEATHING SHALL BE 1/2" THICK. 7. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY, AND WHEREVER WOOD IS WITHIN 3' OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION, SHALL 8E PRESSURE TREATED. RIM 8. ALL METAL CONNECTORS INCLUDING JOIST AND BEAM HANGERS AND COLUMN CAP AND BASES SHALL BE BY SIMPSON SRONO-TIE CORP. THE CONTRACTOR 2-2x6 PT PLATE SMALL STRICTLY ADHERE TO MANUFACTURER'S FASTENING REQUIREMENTS. CONTRACTOR TO VERIFY ALL CONNECTOR SIZES TO FRAMING ELEMENTS BEFORE w/ )2"* ANCHOR ORDERING. BOLTS O 4'-O"OC 9, UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS, HEADERS AND BEAMS SHALL BE SUPPORTED BY AT LEAST ONE JACK STUD AND ONE KING FINISH GRADE 2-/5 TOP do BOT FLOOR JOISTS STUD, SOLID VERTICAL 10. FOR WOOD JOIST SPANS UP TO 14 FEET. PROVIDE A SINGLE ROW OF FULL DEPTH BLOCKING BETWEEN JOISTS AT MIDSPAN. FOR SPANS EXCEEDING 14 BLKG O ALL WOOD BEAM FEET, PROVIDE TWO ROWS OF FULL DEPTH BLACKING BETWEEN JOISTS AT POST LOCATIONS THIRD POINTS OF THE SPAN. W i SPRINGFIELD PLATE 11. GABLE-END WALL STUDS IN CATHEDRAL, PARTIAL CATHEDRAL. OR HIGH CEILING C SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE c UNDERSIDE Of THE ROOF RAFTERS. THEY SHOULD NOT BE INTERRUPTED BY SPRINGFIELD LALLY 3X2"A CONC FILLED ANY HORIZONTAL PLATES OR BEAMS, UNLESS NOTED OTHERWISE ON THE 10" CONC FDN WALL COL BASE PLATE W/ LOLLY COL DRAWINGS. 3 2x4 KEYWAY 2-%"0 ANCHOR 12 LUMBER, ONLYLBEUSPLICED OVER�SUPPORTA Of SAWN OR ENGINEERED NOTES& gCONC SLAB BOLTS-PLACE AT 4" CONC SLAB ON GRADE 13. PROVIDE SIMPSON H1 OR HZ.5 HURRICANE TIES BETWEEN EACH RAFTER DETAILS m CONC FTG OIAC CORNERS BOTTOM 14. CONT ACJTDR SHALLND IT'S ECAREfUING PLOLY COORDINATE THE WORK OF ALL TRADES TO Z MINIMIZE THE NEED FOR CUTS AND BORE HOLES IN FRAMING LUMBER. IN - GIRDERS, BEAMS. OR JOISTS, CUTS AND BORE HOLES SHALL NOT BE DEEPER DMS: xeJULY 2007 = J THAN 1/5 THE MEMBER DEPTH NOR MORE THAT 2' IN DIAMETER., AND SHALL O _ NOT BE LOCATED NEARER TO THE END OF THE SPAN THAN THREE TIMES THE Sul.: A6 NOTED I p II p MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF THE SPAN UNLESS Pmpq Humber: :r T CONC FTG u U I REINFORCED TO MEET STRESS CALCULATIONS.-IDmm nY. DVI 1S. AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID VERTICAL WOOD BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH LOWER "Y-�cc----- --�'k SUPPORT. BLOCKING TO MATCH UPPER POST SIZE. 16. SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONED LUMBER JOISTS 3/8" BELOW THE TOP OF JOISTS TO ALLOW FOR JOIST SHRINKAGE. WHERE 2-O" H`-2�-G"-a( BEARING WALLS SOR SOR POSTSLBEARING.D ON THESE BEAMS, INFILL CAP WITH 3/8" 17. BEAMS COMPRISED O OF 3 LVLS OR MORE SHALL eE BOLTED3-4"TOGETHER WITH A FOUNDATION DETAIL LOLLY COLUMN MINIMUM OF 2-I/2'/ BOLTS AT 16^ ON CENTER OR 3-Yi"Ill DIAMETER sElr 17227-01 12.1-01 TAPPING LAC SCREWS AT 16' ON CENTER, ALTERNATING INSERTION SIDES, FOLLOW MANUF. SPECS, UNLESS NOTED OTHERWISE ON DRAWING, S5 18. IN ADDITION TO THE FLOOR JOIST SHOWN IN THE PLANS, CONTRACTOR SMALL INSTALL DOUBLE JOISTS UNDER ALL PARTITIONS WALLS RUNNING PARALLEL TO THE DIRECTION OF FRAMING.