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5 BARNES ROAD - BUILDING INSPECTION (2) iI f 5 BARNES ROAD MOM" I — U// No. 153L-2 HASTINGS, MN LOS ANGELES-CHICAGO-LOGAN.ON MOGREGOR,T%-LOCUST GROVE,GA U.S.A. MAP 3 LOT 69 200.00' —� MAP 3 LOT 68 A AREA = 20,188 t S.F. �* FF W Z MAP 3 0 0' LOT 97 p Q A P 2 STORY GARAGE Z EXISTING Q FOUNDATION J 30'1 > 1/2 STORY DWELLING #5 48'1 --T entry N A H- m FF porch 200.00' 1't BARNES ROAD AS BUILT PLAN 5 BARNES ROAD SALEM PROPERTY OF a� GAIL I CERTIFY THAT THE BUILDINGSSM-m LEONARD ILY HEREON ARE LOCATED ON No.35Oa3 THE GROUND AS SHOWN. o 4 SCALE 1 = 20 JANUARY 11, 2013 �<^ EGR`�o .� �`'�13 s�F NORTH SHORE SURVEY CORPORATION NAL ISTti lANO IDATE REG. PROF. LAND SURVEYOR 14 BROWN STREET - SALEM, MA 978-744-4800 #3863 5 CITY OF SALEM, MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR OC�MINBD� SALEM, MASSACHUSETTS 01970 STANLEY J. USOVICZ, JR. TELEPHONE: 978-745-9595 EXT. 380 MAYOR FAX: 978-740-9846 VIOLATION NOTICE PROPERTY LOCATION - 5 Barnes Road Leonard Ily 5 Bames Road Salem Ma.01970 The above listed property has been found to be in violation of the following State Codes and/or City Ordinances Mr. Ily, The Salem Zoning Board of Appeals granted a variance for your garage on Oct.10h 2002. The drawings you submitted to the Board show a40'x40' single story garage. You were granted a building permit for the same. Currently,your garage is two stories high.. You are directed to remove the second floor framing and to submit to this Dept proof that the garage is 40'x40'.If you have any question about this order, contact me directly. If you feel you are aggrieved by this order, your appeal is to the Salem Zoning Board of Appeals. Sincerely , Thomas J. St. Pierre Building Commissioner/Zoning Enforcement Officer CC: file, Kate Sullivan Mayors office Jean Pellitier- Ward three Councillor Nina Cohen- ChairPerson Salem Z.B.A. 0 CITY OF SALEM9 MASSACHUSETTS = PUBLIC PROPERTY DEPARTMENT r 120 WASHINGTON STREET, 3RD FLOOR A��'MMB SALEM, MASSACHUSETTS 01970 STANLEY J. LISOVICZ, JR. TELEPHONE: 978-745-9595 EXT. 380 MAYOR FAX: 978-740-9846 October 18, 2005 Lenny By 5 Barnes Road Salem, Ma. 01970 RE: Barn Contraction Dear Mr. Ily: On Friday, October 14th, I visited your construction site again. Because of continued concerns I again I measured your building against the drawing that you submitted to the Board of Appeals. The drawing submitted and approved clearly shows the eve line at 17 feet. Your eve line is 5' to 6' higher than the drawings. In previous discussions with your contractor indicated a drawing showing a 4' kneewall. This drawing does not have a stamp from this Department. Even if it did, the Board of Appeal drawing is the governing drawing. Also, the orientation of the building is opposite that of the Board of Appeal drawing. You are directed to stop work on this building per State Building Code 780 CMR, Section 119. Pleas arrange a meeting at this office to discuss this issue. Since ely, Thomas St. Pierre Zoning Enforcement Officer PETITIONER LOCATION MOTION: TO G SECOND AMEND@:ENT SECOND -TO DENY SECOND TO RE-HEAR SECOND WITHDRAW SECOND CONTINUE SECOND ROLL CALL PRESENT GRANT DENY AMEND WITHDRAW RE-HEAR CONTINU NIDA Y. COHEN Stephen Barrie Joan Boudreau Nicholas Helidps RIS ASSOCIATE MEMBERS j Joseph Barbeau Bir CONDITIONS: bdh `e L� sl �/A(NSIP ✓l1 U� � � cJ l�n�,.. E1 alu, djec Leh- h�cl,.) Cdal ed ca CITY OF SALEM, MASSACHUSETTS BOARD OF APPEAL CITY OF SALEM, MA 120 WASHINGTON STREET, 3RD FLOOR CLERK'S OFFICE SALEM, MA 01970 TEL. (978) 745-9595 FAX (978) 740-9846 STANLEY J. USOVICZ, JR. 2002 FEB 22 P 1= 3b MAYOR DECISION OF THE PETITION OFJAMES OUELLETTE REQUESTING A VARIANCE FOR THE PROPERTY LOCATED AT 5 BARNES ROAD/393 HIGHLAND AVENUE R-1 A hearing on this petition was held February 20, 2002 the following Board Members were present: Nina Cohen Chairman, Stephen Harris, Nicholas Helides and Bonnie Belair. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. At the request of the petitioner the Salem Board of Appeal voted 4-0, to grant leave to withdraw this petition without prejudice for Variances from maximum lot area, maximum lot width, side yard and front yard for resubdivision of existing three lots into four residential lots for the property located at 5 Barnes Road/393 Highland Avenue. GRANTED LEAVE TO WITHDRAW WITHOUT PREJUDICE ` FEBRUARY 20, 2002 NlYL cccpj-� Nina Cohen, Chairman Board of Appeal A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General Laws Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the name of the owner of record or is recorded and noted on the owner's Certificate of Title. Board of Appeal v coxwT CITY OF SALEM, MASSACHUSETTS BOARD OF APPEAL CITY OF SALEK MA n 3 120 WASHINGTON STREET, 3RD FLOOR CLERK'S OFFICE 0.1 Via, , la SALEM, MA 01970 TEL. (978) 745-9595 hlxe FAX (978) 740-9846 STANLEY J. USOVICZ, JR. 1001 OCT 2U A ID 50 MAYOR DECISION OF THE PETITION OF LEONARD ILY REQUESTING A VARIANCE FOR THE PROPERTY LOCATED AT 5 BARNES ROAD R-1 A hearing on this petition was held October 16, 2002 with the following Board Members present: Nina Cohen, Joan Boudreau, Stephen Harris, Nicholas Helides and Joseph Barbeau. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. The petitioner is requesting a Variance for side yard setback to construct an accessory structure (garage) for the property located at 5 Barnes Road located in an R-1 zone. The Variances, which have been requested, may be granted upon a finding by this Board that: a. Special conditions and circumstances exist which especially affect the land, building or structure involved and which are not generally affecting other lands, buildings and structure involve. b. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise, to the petitioners. c. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district of the purpose of the Ordinance. The Board of Appeal, after careful consideration of the evidence presented at the hearing, and after viewing the plans, makes the following findings of fact: 1. Petitioner, Leonard Ily seeks a variance from Section 7-8(1) of the Zoning Ordinance to construct a 40' by 40 'garage in which to store trailers and valuable racecars, which he uses for his hobby of car racing. 2. Currently, there is a one-story wood frame shed building on the lot that is visible from Highland Avenue and is considered to be an eyesore by the neighbors. Mr. Ily intends to tear down the existing shed and rebuild a roofed, wood frame garage on a concrete foundation that would house all his racing equipment, including trailers, racing cars and maintenance equipment. Mr. Ily specified that, although large, the planned structure would be designed to present a nice appearance to Highland Avenue. DECISION OF THE PETITION OF LEONARD ILY REQUESTING A VARIANCE FOR THE PROPERTY LOCATED AT 5 BARNES ROAD R-1 page two 3. Petitioner does not intend to commence any commercial activity in the proposed structure, indeed, petitioner understands that this site is not zoned for commercial activity. 4. Several neighbors, voiced support for the proposed structure as an alternative to viewing racing equipment on the lot. Such support was provided by Victor Frasca, George Flessas, Phil Kinder, Richard Thomas and Dennis Kolbert. Councillor at Large Kevin Harvey and Mary Perrone who was the seller of the property. 5. Candido Milani and Nina Clay were concerned about a series of piles of dirt and stone that petitioner bought onto the property. Mr. Ily agreed to remove the dirt piles as a condition of the granting of the variance. On the basis of the above findings of fact, and on, the evidence presented at the hearing, the Zoning Board of Appeal concludes as follows 1. Special conditions exist which especially affect the subject property but not the district in general. 2. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship to the petitioner. 3. Desirable relief can be granted without substantial detriment to the public good and Without nullifying or substantially derogating from the intent of the district or the purpose of the Ordinance. Therefore, the Zoning Board of Appeal voted 5-0 to grant the Variances requested, subject to the following conditions; 1. Petitioner shall comply with all city and state statutes, ordinances, codes and regulations. 2. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 4. Petitioner shall obtain a building permit prior to beginning any construction. 5. Exterior finishes shall be clapboard and approved by the Building Commissioner. 6. A Certificate of Inspection shall be obtained. 7. Petitioner shall obtain proper street numbering for the City of Salem Assessors Office and shall display said number so as to be visible from the street. DECISION OF THE PETITION OF LEONARD ILY REQUESTING A VARIANCE FOR THE PROPERTY LOCATED AT 5 BARNES ROAD R-1 page three 8. No building permit will be issued until dirt piles are removed. 9. After completion, all vehicles related shall be stored inside structure. 10. Landscape shall be done on the side of the property located at Highland Avenue and Barnes Road. VARIANCE GRANTED / V� � Oso OCTOBER 16, 2002 Nina Cohen, Chairman Board of Appeal A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 day date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General Laws Chapter 40A, Section 11. The Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certificate of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that is has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the name of the owner of record or is recorded and noted on the owner's Certificate of Title. Board of Appeal 0 CITY OF SALEM, MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR SALEM, MASSACHUSETTS 01970 STANLEY J. USOVICZ, JR. TELEPHONE: 978-745-9595 EXT. 380 MAYOR FAX: 978-740-9846 VIOLATION NOTICE PROPERTY LOCATION - 5 Barnes Road Leonard Ily 5 Barnes Road Salem Ma.01970 The above listed property has been found to be in violation of the following State Codes and/or City Ordinances Mr. Ily, The Salem Zoning Board of Appeals granted a variance for your garage on Oct.16`s 2002. The drawings you submitted to the Board show a40'x40' single story garage. You were granted a building permit for the same. Currently,your garage is two stories high.. You are directed to remove the second floor framing and to submit to this Dept proof that the garage is 40'x40'.If you have any question about this order, contact me directly. If you feel you are aggrieved by this order, your appeal is to the Salem Zoning Board of Appeals. Sincerely , Thomas J. St. Pierre Building Commissioner/Zoning Enforcement Officer CC: file, Kate Sullivan Mayors office Jean Pellitier- Ward three Councillor Nina Cohen- ChairPerson Salem Z.B.A. CITY OF SALEM PUBLIC PROPERTY DEPARTMENT KIMBERLEY DRISCOII. MAYOR 120 WASHINGTON STREET♦ SALEM,MASSACHUSETTS 01970 'TEL:978-745-9595 FAx:978-740-9846 May 6, 2008 Leonard Ily. 5 Barnes Road Salem Ma.01970 R.E Violations Mr. Ily This Department has received and investigated complaints regarding the selling of used cars at your do property. Your property is a Residential property which does not allow a business. Addittionally, y ou not have a license to sell cars in the City of Salem. You are ordered to Cease and Desist selling cars from your property. Failure to comply will constitute a zoning violation with daily fines not to exceed $300 . You are further ordered to remove the green storage container/trailer within 15 days of receipt of this notice. The trailer violates City of Salem Ordinance 7-1. Lastly, the City of Salem Zoning Board of Appeals, granted a Variance for your garage back in 2002. To date, it is still not finished. I would also remind you that a condition of the variance was that all trailers and race vehicles would be stored inside the garage. You are ordered to either remove all trailers and race cars or to store them inside the garage upon receipt of this notice-Failure to comply will also be considered a Zoning violation subject to daily fines. In closing, The City of Salem and your neighbhors have been very patient with your project. Itis the hope of this Department that you comply with these orders and finish up your project. If you have any questions, please contact me directly. Thomas J. St.Pierree om jl4o-�")p� Building Commissioner Jason Silva-Mayors Office Councilor at Large- Joan Lovely Councilor John Pellitier CITY OF SALEII MASSACHUSE'1[T!%' OF SALEM, MA BOARD OF APPEAL CLERK'S OFFICE G 120 WASHINGTON STREET, 3RD FLOOR. SALEM, MASSACHUSETTS 01970 STANLEY J. LISOVICZ, JR. TELEPHONE: 978-745-9595 ZOUS DEC I q A II: 22 MAYOR FAX: 978-740-9846 DECISION ON THE PETITION OF LEONARD ILY REQUESTING AN ADIMISTRATIVE RULING FOR THE PROPERTY LOCATED AT 5 BARNES ROAD R-1 A hearing on this petition was held on December 1, 2005 with the following Board Members present: Nina Cohen, Chariman, Richard Dionne, Robin Stein, Bonnie Belair and Edward Moriarty. Notice of the hearing was sent to abutters and others and notices of the hearing were published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. Petitioner is requesting an Administrative Appeal or interpretation of the Board of Appeal decision dated October of 2003 for the property located at 5 Barnes Road in an R-1 zone. After hearing the evidence the Board of Appeal makes the following findings of fact: 1. The Petitioner owns the property located at 5 Barnes Road, which is located in an R- 1 zone. 2. On October 16, 2002, the Petitioner applied for and received a Variance relative to the side yard setback requirements of the R-1 Zone thus permitting the petitioner to construct an accessory structure on said property. 3. During his 2002 hearing before the Board, the Petitioner represented that he intended to build a garage to store trailers and valuable racecars, which he used for his hobby of car racing. 4. The variance granted to the Petitioner authorized to construct a 40 x 40 single story garage pursuant to the plans submitted with his them application. 5. The petitioner received a building permit based on plans that differed from the plans submitted with the variances application and his now constructed substantial portion of the garage. 6. The garage as constructed is different from the submitted plans in that it contains a second floor and is oriented 90 degrees differently than initially above causing the doors to be in a different location. 7. In appealing the Violation Notice issued by Mr. St. Pierre, the Petitioner sought either an amendment of this earlier variance approval or a ruling that he was in compliance with the October 16, 2002 variance as granted. CITY OF QSALEM, MA CLERK'S OFFICE Fe DECISION OF THE PETITION OF LEONARD ILY REQUESTING AN ADMINISTRATIVE RULING FOR THE PROPERTY LOCATED AT 5 BARNES ROAD R-1 1005 DEC 19 A II: 22 page two Therefore, based on the fact and on evidence presented, the Board of Appeals voted 3 in favor to 2 in opposition to uphold the Building Inspector decision with regards to 1 he property located at 5 Barnes Road.. Robin Stein Board of Appeal A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws, Chapter 40A, and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General Laws Chapter 40A, Section 11. The Variance or Special.Permit granted herein shall not take effect until a copy of the decision bearing the certificate of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the name of the owner of record or is recorded and noted on the owner's Certificate of Title. Board of Appeal 1 INDEX OF SHEETS: S-1 : FDN., FLOOR & 40' 40' ao' ROOF PLANS, SCHEDS. 20'. 20' 20. 20' 20 20' ao' & GEN. NOTES (2) 2x72 or (3) 2xto 20' .7. 20' S-2: SECTS. & DETS. - - - - - - - - - - - - - - ( PR2 DOOR ' OPEN PR2 or (2) 1.75x7.25 LVL's I I - _ _ _ _ - _ PR2 - - - - - - - - - 2 N PR2 I o 2 1 (A) NN N ^N (A&B) I I (B) I� O IO� p I N 2x72 I J �I J (2) 14TJI I I 2x12 v ® 16' �3 1 1 01 3 M o 14TJI m 14TJI 20' 1-1 20' D O 16" W 0 16" 20' 11 x 11 20 I I 1 mI ,�,� J f W_J I I "^ I-�• I �' g1 0 r7 II 12 12 II I rnl 3 BRACE STEEL COL ¢3 II 6 F U 6 II SLAB CONTROL JT. L_ �- EA. DIR. (TYP.) 3 �� FTG. & J- FTG. & ---------------� �- --------- 2' I WALL C.J. ri;A11--J � - WALL C.J. " - - - - - - _ _3PR1' ' (A) 40 c&B) W403 W10x33 STEEL BEAM w,,P(A)' I I P(2j)1 0 P2)1 Y o= I I (e) 1 � B PROVIDE DOUBLE ANGLE 3=3x3/8 =0p II II I 2 m x6" LONG, w/1/4" ALL AROUND 0-i SKYLIGHT FRAMING WELD TO MAIN BEAM & = II II 5'-0" SO. x MIN. 48'" th. I ILd 4" THICK GONG. SLAB, 4000 psi ; r 2 2x12 o ^" RE]NF. �/6 x 6 - W2.J x W29) N w (2) 5/8" DIA. A325 BOLTS TO ®y I p I W.W.F. w 6" GRAVEL & 6 Z rn OTHER W10 (TYP.) N 1 11 N UNREINF. CONC. FTG. / x I®I x 2a I MIL VAPOR BARRIER BELOW SLAB 20' X w M 20' II `' N 20' I I I I I i INTERNAL DRAINAGE srsrErl .t n 0 14731 (2) 2x12 ro 0 3 0 16" II 2x6 COLLAR TIES ® 32" II P -1 a m BRACE STEEL COL II O 2/3 HT.PO I I P2-1 �Iu� I I P2-t I �B) W10x33 STEEL BEAM EA DLR. (TYP.) N I (A) N I k1lit PR2 N I PR2- - - - - - - - - - - I (A) - - - - - (2) 2x12 or (3) 2x10 (2) 2x12 or (3) 2x10 - - - (B) - - - - - - - - - - - - - - - - J DOOR DOOR or (2) 1.75x7.25 LVL's PR2 or (2) 1.75x7.25 LVL's L (A) L L L L L (A&B) FOUNDATION PLAN A = POST ABOVE FIRST FLOOR PLAN SECOND FLOOR PLAN A = POST ABOVE ROOF PLAN NOTES: SCALE 1/8"=1'-0" B = POST BELOW SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" B = POST BELOW SCALE 1/8"=1'-0' 1. SEE DWG. S-2 FOR CONSTRUCTION & CONTROL JOINT DETAILS. NOTES: 1. SEE DWG. S-1 FOR HEADER SCHEDULE, GENERAL NOTES NOTES: 1. SEE DWG. S-1 FOR HEADER SCHEDULE, 2. SEE DWG. S-2 FOR STEEL POST CAP & BASE PLATE DETAILS. & TYP. FLOOR FRAMING NOTES. GENERAL NOTES & TYP. FLOOR FRAMING NOTES. NOTES: 1. SEE DWG. S-1 FOR HEADER SCHEDULE 2. PROVIDE 7/8" DIA. HOLES IN STEEL BEAM & GENERAL NOTES. WEB (18" SPA.) FOR 3/4" DIA. A307 THRU BOLTS - SEE W1Ox33 DET./S-1. 3. ALL STEEL BEAMS DESIGNED FOR 1/2 TON HOIST LOAD, SUPPLIED BY OWNER. i 1 i t I I I I li;lrl Revisions NOTES: WOOD FRAMING: GENERAL: 1. FOUNDATIONS AND BACKFILL:GENERA 1. All wood constuction shall conform to the requirements of the 1. Excavations shall be performed under the supervision of a 1. Refer to Architectural and other discipline drawings for locations National Design Specification for Wood Construction by the National geotechnical engineer. The geotechnical engineer shall confirm STEEL POST SCHEDULE and dimensions of chases, inserts, openings, sleeves, depressions Forest Products Association and local building codes and Comm. of that the base material is adequate 'to sustain the design bearing POST POST DIA. POST EXTENT cH M and requirements for attachment of finishes. Mass. Building Code, 6th Edition, including all connections. pressure, before any foundations are cast. Excavations shall �+��ROBERT 9 2. All dimensions shall be field coordinated by the Contractor, any 2• All roof rafters shall be Hem-Fir 2, as a minimum, with the PR1 HSS 3x325/16 ROOF dn. to era rut. # extend in depth necessary to reach the specified becring layer. HSS 6x3=5/16 2nd FUR. dn. to FDN. f N inconsistencies shall be reported to the Owner before proceeding followin minimum ro erties: Fb = 1000 si, Fv = 85 si, Fc = i GRIFFIN with the work. 9 properties: P P 2. Foundations sholl be carried down through soft or organic soils g CML 600 psi and E = 1,300,000 psi. LVL members: Fb = 2850 psi, Fv and other unsuitable fill and bear on undisturbed natural soil or HSS 3x3=5/16 ROOF dn. to 2nd FUR. 936666 3. h Notify Contractor shall in nll dimensions field elevations in the ed = 285 psi, E = 2,000,000 psi. Multiple members shall be nailed compacted structural fill capable of supporting a superimposed PR2 HSS 3=3x5/16 2nd FUR. dn. to rDN. �g9FcrsTcnE°�a��Q g. Y togethor with a minimum of three 16d nails per foot. Micro-lam is load of 2,000 psf. The capacity of the soil to support the above srONAL ENG during construction that is not consistent with the plans. an acceptable substitute for LVL. loading in addition to the loading imposed by any neW fill shall r2-1 HSS 32325/16 2nd FIR. en. to FON. 4. Unless otherwise noted, details shown on drawing are to be 3. Each piece of lumber shall bear a grade stamp from the grading be verified b a geotechnical engineer prior to castirn concrete. considered typical for all similar conditions. agency responsible for the species. y 9 9 P j 5. Unless otherwise noted, all footings and sonotubes shall be 4. Continuity in framing shall be provided at all bearing points in 3. Extend exterior foundations (including sonotubes) to a frost centered under supported members. depth of 4 feet below finished grade, minimum. PP order to transfer the loads to the foundation or other framing. Full 6. Whenever sleeves are inserted in concrete slabs, beams or walls, depth blocking shall be used in the floor framing under woods posts. 4. Extend and slope sides or shore, sheet and brace excavations they shall consist of steel, cast iron pipe or PVC pipe. to provide full bearing through framing. as required to ensure stability and safety at ail times. 7. The Engineer or Owner will not be responsible for Contractor's 5. Where necessary, pump the evcavotion to remove surface and 5. Do not notch the top or bottom of joists in the middle third of the Griffin means, methods, techniques, sequences of procedure or . , groundwater, to permit finishing of the excavation and placing ofCONCRETE: span. End notches shall not exceed 1/6 of the joist depth. foundations in the d No footin shall be laced in water. construction or the safety precautions and programs incident dry. g P 1. All concrete shall conform to the Building Code Requirements for thereto, and the Engineer will not be responsible for the 6. Headers, if not specified on the drawing, shall be (2) 2x12 min.. 6. Material adjacent to and below the footings shall be kept from 9 q Eng/neering Contractor's failure to perform the work in accordance with the Posts below headers shall be (2) 2x6 s, if not specified on the drawing freezing at all times. If any material is found to be frozen, it Reinforced Concrete (ACI 318), the Structural Specifications for contract documents. Posts below LVL beams shall be (3) 2x6's, if not specified on the shall be removed and replaced with concrete. Structural Concrete in Buildings (ACI 301) and local building codes. Group, LLC DESIGN LOADS: drawings. 7. All structural fill shall be placed in layers not more than 6" in All concrete work shall be specified as recommended by ACI Field 7. Copper based (w/o copper chromate arsenate) preservative pressure loose depth and compacted to the following percentages of Reference Manual SP-15. Special Cold Weather (ACI 306) or Hot P.0 Box 7061 1. The Comm. of Massachusetts Building Code, 6th Edition, treat all exterior wood exposed to moisture (u.n.o.), after fabrication maximum density as determined by ASTM test method D598: 98% Weather (ACI 305) concreting practices shall be utilized whenever 100 Cummings Center, Suite 222G was the basis of this design. a including blocking and handrail pieces. Each piece shall be stamped beneath footings" 95 % beneath slabs on grade. appropriate. 2. Ground Snow Load = 30 psf. Beverly, MA 01915 and rated for ground contact. 2. All concrete shall be stone (3/4" aggregate) concrete havinga 3. Wind Design Speed = 90 mph STRUCTURAL STEEL: ( / 99 9ate) 8. Secure deck beams to columns w/Simpson Strong Tie connectors minimum compressive strength of 4000 psi at 28 days, maximum W 4. Floor Live Load = 50 psf & 1/2 Ton Hoist Load. 1. All Structural Steel work shall conform to the American Institute " Tel. 978-927-5111 (stainless steel), or equal. Connect deck to main structure w/stainless " slump at discharge shall be 3". W10x33 ASTM Grade 50 . Fax: 978-927-5103 DEMOLITION, SHORING AND UNDERPINNING WORK: steel Simpson joist hangers or equal. of Steel Construction Specifications for Design Fabrication and P j 9 q 3. Provide 69 air-entrainment for all concrete. Drill 7/8"0 0 Mid-depth 0 18"OC = 1. The Contractor shall remove and relocate, as required utilities 9. Provide solid blocking 0 1/2 span for all floor joist spans greater Erection of Structural Steel for Buildings" and to the requirements 4. All reinforcement shall be deformed bars conforming to ASTM / crossing excavations and new foundation work. The Contractor than 8 feet. of local building codes. specification A615, grade 60. shall provide temporary support for all utility lines adjacent to 10. All wood stud bearing walls shall have the following mininum 2. Steel shall be Grade 50 (Fy = 50 ksi), steel tubes shall conform 5. All welded wire fabric (WWF) shall be plain, cold drawn, Woad Nailer: Rip & Drill 2x RESIDENTIAL GARAGE the foundation work. Where utilities cannot be relocated, notify structural properties: Fb = 1350 psi, Fv = 75 psi, Fc = 825 s! and to ASTM A500, GR. B F = 46 ksi Pipes shall conform to ASTM electrically welded fabric conforming to the requirements of ASTM Lumber to Fit a Y P P P � P P � ( Y )• P S the Owner before proceeding. E = 1,400,000 psi. Bearing wall studs to be a min. 2x6 0 16". All A53, GR. B. A185. Supply welded wire fabric in flat sheets, lap sheets 1 1/2 \ ILEY RESIDENCE '<. 2. Protect streets, sidewalks and existing foundations during studs to be braced in weak direction by gyp board or plywood: 1/2" 3. Shop connections may be welded or bolted. Field connections mesh. - -_ Secure LVL to Wood 5 BARNES RD. excavations by sheet piling, bracing, shoring, etc., as required by plywood or 5 8" board. shall be bolted, all connections shall be type 2 connections. 6. Reinforcing shall be secure) tied in it's proper lace before and -� Nailer with Simpson PY / 9YP 9 Y P P P field conditions. Excavation and shoring shall be inspected by a 11. All member to member connections shall be made with joist or 4. Bolts shall conform to ASTM A325 (ASTM A307 at connection to during pouring operations, using approved chairs and spacers, as Hangers. SALEM, MA S competent registered engineer employed by the Contractor. beam hangers, and metal post bases and caps as appropriate. Joist wood members), 3/4" minimum. All field bolts shall be torque or required. TJI TJI Protection against slides and cave-ins shall be increased if he hangers, framing clips and other hardware shall be manufactured by load indicator type. Connections to be slip-critical. All bolts shall 7. Slabs on grade shall be placed on a 6" thick (min.) layer of 95 - deems it necessary. Simpson Co. or equal. DUE TO CHANGES IN WOOD PRESERVATIVES AND conform to ASTM A 325, Type 1. Nuts shall be ASTM A325 % compacted gravel. Provide 6x6-W2.9xW2.9 W.W.F., placed 1" from TYPICAL FLOOR FRAMING NOTES: THEIR ASSOCIATED INCREASED POTENTIAL FOR CORROSION, ALL METAL overtopped, Grade DH or 2H. top of all slabs on grade, U.N.O.. supports to be 14" Dee TJI L65 floor FASTENERS (I.E. NAILS, BOLTS, WASHERS, ETC.) AND HANGERS IN 5. Anchor bolts shall be ASTM A307. FON., FLOOR 1 . Wood Floor su � PP P• / 8. All reinforcement shall be continuous across construction joints. AISC th d b d ll b h tail and d welding All. wg es sae as recommended e 3/4"0 X 10" ASTM A307 Bolt w/ joists by Trus Joist MacMillan (® 16" spacing) or approved CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL 6 9. The concrete contractor shall install or give other trades ample nut & washer. & ROOF PLANS, UNLESS NOTED OTHERWISE. GALVANIZED STEEL IS NOT SATISFACTORY. and conform to the requirements of the American Welding Society. pp y pp q y NOTES: equal. Max Live Load Defl. = L�480. Provide blocking " opportunity to install all a ertunances required b these trades 12. Plywood for floor sheathing shall be APA grade-trade mark 3/4 All welds shall develop the full strength of the members to be Contractor shall verify all dimensions before setting screeds and SCHEDS. & GEN. NOTES W panels and rim board per manufacturer recommendation. ton tongue and groove combined subfloor-underla ment rade I wood, welded, minimum size of fillet welds shall be 3 16", with a 1 2" Y 9 1. ALL STEEL TO BE SHOP PRIMED Z 9 9 Y 9 plywood, / / forms. a 2. Provide filler blocking, backers, hangers and nails per structural 1, 5 ply, with exterior glue, species group 1,2 or 3. Lay return. All welds shall be E70xx, with F 70 ksi. 2. ALL BOLTS TO BE FULLY Y = 10. Provide clearance from faces of concrete to reinforcement as THREADED. g. manufacturer recommendations and details. Floor joists plywood sheets with the face grain perpindicular to support and apply a 7. Submit Structural Steel Shop Drawings to Engineer for approval, follows: bottom of footings and outside face of fdn. walls: 3", all § used in flooring system to be consistent make and model 3/8" diameter bead of construction adhesive to the top of each joist prior to fabrication. " unless noted otherwise. and to the tongue of each adjacent plywood panel. Attach plywood to other concrete 2 . Do not cut or displace reinforcing steel to W1 OX33 Detail SggLc As Shown " " accomodate installation of embedded items, unless approved by the sGUE 3. Provide Simpson Co. joist hangers at all joist to header joist with 6d deformed shank nails 6 o.c. at all panel edges and 10 Ower. JOb No ?7 : connections. o.c. at intermediate supports. 11 nAll horizontal surfaces intended for foot traffic shall receive a S- 1 non-slip I Y 4. 14" DP. Floor Joists are indicated as 14731 on plans. broom finish. N p\S\CK Datc 04/01/05 I1 a 3/4" THICK INDEX OF SHEETS: 3/4" THICKBASE PLATE S-1 : FDN., FLOOR & BASE PLATE �10"— _ ROOF PLANS, SCHEDS. 9"3 & GEN. NOTES = S-2: SECTS. & DETS. 3"x6" HSS TUBE 1 2 3 1 2 1w W.W. COL. W/1/4-ALL J MESH T—SHAPED PRE—FORMED O JJ PLASTIC CONTROL JOINT AROUND FILLET WELD N t Q t o7 i7 ❑ to UO ZO 1" Typ. Ea. Way 3 `` 3/4" DIA. HOLES FOR 5/8" DIA. HILTI KWIK 3" SQ. TUBE BOLT II (4" CONC. EMBED 3/4" DIA. HOLES FOR COL W/1/4" PRE—FORMED PROVIDE 1" GROUT BELOW 5/8" DIA. HILTI KWIK ALL AROUND BASE PLATE BOLT II (4" CONC. EMBED) FILLET WELD W.W. PROVIDE 1" GROUT BELOW MESH 3 " x 6 " HSS COL. BASE PL. BASE PLATE 7 @ INT. FTG . 3 " SQ . HSS COL. BASE PL. EXT. FDN . WALL SAW CUT * ' SAW CUTS SMALL BE MADE 24 HOURS 3 EQ. 3"x6" TUBE COL WOOD BM. 3"x3" TUBE COL. AFTER THE INITIAL SET OF CONCRETE SPAS. STEEL BM. W/1/4" ALL STEEL BM. W/1/4" ALL AROUND AROUND FILLET WELD FILLET WELD SLAB CONTROL JOINT DETAILS = OO N.T.S. o o \ o o Q o oa LO to II 3 3 N ❑ N p O \Q El \W \ W M O N p ° M F' \ 3"x3" TUBE COL. '- 3/4" THICK W/1/4" ALL (8) 3/4" DIA. HOLES 3/4" DIA. HOLES FOR PO CAP PLATE, AROUND 3/4" THICK FOR (8) 5/8"0 3/4" THICK 5/8"0 A325 BOLTS F WIDTH TO FILLET WELD x 11 LONG A325 BOLTS CAP PLATE, w/ WASHER T/6 MATCH BEAM CAP PLATE, w/NUT & WASHER WIDTH TO WIDTH (TYP•) 3/4" DIA. HOLES FOR WIDTH TO MATCH BEAM 5/8"0x 3" A307 LAG MATCH BEAM STEEL BM. FLANGE (T`YP.) BOLTS w/ WASHER FLANGE (TYP.) WELDED WIRE FABRIC OR REINF. SHALL BE CONTINUOUS THIROUGH ALL CONSTRUCTION COL. CAP PL DETAIL HSS 3x6 COL. CAP PL DETAIL HSS 3x3 COL. CAP PL DETAIL JOINTS (UNLESS OTHERWISE NOTED). © WOOD BEAM @ STEEL BEAM Q STEEL BEAM CONSTRUCTION JOINT DETAIL N.T.S. N.T.S. N.T.S. REQ'D AT ALL COLUMNSN.T.S. REQ'D AT ALL COMUMNS REQ'D AT ALL COMUMNS Date Description (2) 2x P.T. 1/2?" Anchor Bolts T•0� No. (PRESSURE TREATED), ® 72" Max Spacing. ReVI$IOn$ SILL PLATE SLAB—ON—GRADE FINISHED 12" Min. Embedment, T.O.C. L = 16" GRADE SLAB—ON—GRADE _ FINISHED 1 GR— 2 #4 — 18"Lx18"L Co $"1 0 9" OC 2 $n $" se n ROBERT P2 Z H. c 8n O f GRIFFIN v CML y 14 — 98"Lx18"L o 6w y q 0 9" OC Z Typ. All Sides ""F FcrsrEaE° SS�Or1AL ENG 2x4 Key 6" Typ. All Sides CN BOF CN BDF Griffin SECTION 2/S- 1 Engineering SCALE 3/4"=l'—O" Group, LLC SECTION 1 /S- 1 (® DOOR) P.0 Box 7061 SCALE 3/4"=1'-0" 100 Cummings Center, Suite 222G (w/o DOOR) Beverly, MA 01915 Box Column Opening with Col. 1/2" Pre-Molded Joint Tel: 978-927-5111 Filler. Fill opening w/ Fax: 978-927-5103 FIIN. FUR. See Base Plate Concrete or Grout do Joint Detail, This Dwg. � ' I Sealer over Filler WWF per Plan s Mil RESIDENTIAL GARAGE Vapor Barrier I _ ILEY RESIDENCE III � 5 BARNES RD, X x x x x _T SALEM, MA 17 Z " Thickness vlZ SECTS. & DETS. Throughout of I O �:: Compacted 3/4" BOL OF FTG. I O Crushed Stone -� w w/Vapor Barrier (Typ. Entire Slab). Ste; As Shown SECTION 3/S- 1 NOT TO SCALE Job No.. S- 2 no Non P\S\CK QdC 04/01/05