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2012-00326 Permit No. II 1 II, I11 !� 1. CITY OF FRIDLEY * 2 0 1 2 — 0 0 3 2 6 * DATE ISSUED: 04/03/2012 6431 UNIVERSITY AVENUE NE FRIDLEY,MN 55432 (763) 572-3604 FAX: (763)502-4977 ADDRESS : 6675 CHANNEL RD NE PIN : 133024240022 LEGAL DESC : AUD SUB NO 021 (2ND REV) : LOT 4-0 BLOCK PERMIT TYPE : BUILDING PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : REMODEL VALUATION : $ 35,000.00 NOTE: KITCHEN REMODEL. APPLICANT BUILDING PERMIT FEE 492.25 PLAN CHECK FEE 319.96 EXCEL BUILDERS STATE SURCHARGE,BLDG VALUE 17.50 8020 81ST ST VICTORIA,MN 55386- FIRE SURCHARGE 35.00 (612)306-4064 LICENSE SURCHARGE 5.00 Minnesota State License#:BC627997 TOTAL 869.71 Payment(s) CREDIT CARD 3297 869.71 OWNER CHIVATERO GAYLE S 6675 CHANNEL RD NE FRIDLEY,MN 55432 AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 180 days or if construction or work is suspended or abandoned for a period of 180 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. Applicant Date Bldg Insp Date NEW FLUSH W12x35 STEEL BEAM USE STANDARD FACE -14.-FA-W111 (MAX SPAN=23'-2") MOUNT HANGERS OR V I1, 1 I REUSE EXISTING ��1, PACK WEB TIGHT WI SAWN/LVL MATERIAL& HANGERS IF , _1--• THROUGH BOLT W/Yi 0 BOLTS @ 24110.C. SALVAGEABLE I IMI"-=-- �1 STAGGERED TOP AND BOTTOM ROOF FRAMING CHANGE NOT AFFECTED BY NEW BEAM 24'-0"± 8'-0"t r BEAM TO BEAR ON ri GABLE ROOF PEAK 3Y2"x5Y4"PSL EACH SIDE DWN TO SOLID H I FOUNDATION-WALL- — NEW FLUSH 12x35 STEEL BEAM I (MAX SPAN- '-2") 'II I I OUTLINE OF EXISTING WOOD I BEAMS TO BE I REMOVED EXISTI FRAMEDHMDEXISTING HAND RAFTER/ROOF/CEILING FRAMED SHED FRAMING TO REMAIN DORMER STYLE I RAFTER FRAMING TO VERIFY EXISTI G REMAIN I SOLIDLY GRO ri D FULL HEIGHT t1•RES OR GROUT(2)FULL HT CORES 0 BEAM � ROOF PLAN BEARING LOCATION r ® IN EXISTING CMU PARTIAL PLAN VIEW FOR FOUNDATION WALL REFERENCE ONLY Project: h hereby certify that title Nan,specification or report Vass prepared by Date Rev Beam Framing Requirements me orunder mydbeatm+pmv>s and that IamaduyUeeus d "Nr_I-IAMSON GROUP Professional Engineer under the laws of the Slate of hEmiesota. SVOC,O.t nzinr yrs 6675 Channel Rd NE Date: 4-19-12 License Number: 46965 Fridley,MN ti <' r Excel Builders Client "^W ' '' 2751 Hennepin Ave Suite 266 Print Name: Nick Hanson 2w 16th Avg S' Minneapolis,MN 55408 Project Number: 2.0087 ^ New ion,MN 55112 Drawing Date: AordI 19.2012 `\J LJ Tel 612-7084572 mJieneengrsup m x m Sheet 2 of 2 ©COPYRIGHT HANSON GROUP LLC 2012 )/M7:„ 44.*/ O3ab , -t-5\w—rtottly bai Dcezi-n SCOPE DESIGN AND DETAILING OF NEW STEEL BEAM SUPPORTING ROOF FRAMING FOR A SINGLE FAMILY RESIDENCE PROPOSED REMODEL CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE. NOTES 1. THESE DOCUMENTS APPLY TO STRUCTURAL FRAMING OF THE PROPOSED KITCHEN/LIVING SPACE OPENING FRAMING ONLY. REFER TO HOUSE PLANS BY EXCEL BUILDERS FOR MORE INFORMATION. 2. INFORMATION USED IN THESE DOCUMENTS WAS OBTAINED BY CONVERSATIONS WITH EXCEL BUILDERS AS WELL AS A SITE VISIT CONDUCTED BY NICK HANSON,PE OF THE HANSON GROUP ON APRIL13,2012. 3. CONTRACTOR&BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CONTACT ENGINEER IF ANY DISCREPANCIES ARISE. ALL INSPECTIONS TO BE CONDUCTED BY BUILDING OFFICIAL AND/OR EXPERIENCED LICENSED ENGINEER-CONTACT THE HANSON GROUP w/ANY QUESTIONS. 4. THE HANSON GROUP IS NOT RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION INCLUDING REFRAMING,TEMPORARY BRACING,AND SHORING. MOVEMENT/CRACKING OF EXISTING FINISHED MATERIALS MAY BE EXPERIENCED DUE TO REDISTRIBUTION OF EXISTING LOAD PATHS. 5. CARE IS TO BE USED IN REUSE OF EXISTING MATERIALS. ANY ELEMENTS DAMAGED ARE TO BE REPLACED WITH LIKE OR STRONGER MATERIALS. 6. SOLID SUPPORT DOWN TO EXISTING FOUNDATION IS TO BE FRAMED AS SHOWN ON THE ATTACHED DETAILS. MATERIALS STUDS: SPF STUD GRADE OR BETTER<10'-0u SPF#2 GRADE OR BETTER>10'-0° PSL: E=1,800,000 PSI STEEL BEAMS: ASTM A992-Fyo50 KSI LOADS ROOF DEAD LOAD: 15 PSF ROOF SNOW LOAD: 35 PSF WOOD FLOOR DEAD LOAD: 15 PSF WOOD FLOOR LIVE LOAD: 40 PSF CODES 2007 MINNESOTA STATE BUILDING CODE w/AMENDED 2006 IRC ' Prole I hereby certify that thls plan,specification w report was i by Date Rev Beam Framing Requirements MD or u my died n and that I am a duly Lmermed ".- 'ASO GROUP Professional Engineer under the laws of the State of Minnesota. sArmiu;arn:l,,le:_ 6675 Channel Rd NE Date: 4-19-12 License Murtha,: 46665 J � Fridley,MN Aft �11 , ���/,J1 St Client aired: Af V"' Excel Builders 2751 Hennepin Ave Suite 266 Print Name: Nick Hanson . 287161hAveSW Minneapolis,MN 55408 Project Number: 2.°°87 New Brighton,MN 55112 Drawing Date: ADM 19.2012, T61812-708-3572 Sheet 1 of www ©COPYRIGHT HANSON GROUP LLC 2012