Laserfiche WebLink
PROJECT SCOPE <br />DESIGN AND REVIEW OF CAST -IN-PLACE CONCRETE FOOTING REQUIREMENTS FOR A PROPOSED RESIDENTIAL REMODEL. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. <br />GENERAL NOTES <br />1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY DANBERRY BUILDING CORP. FOR MORE INFORMATION. A SITE VISIT BY NICK HANSON, PE, OF THE HANSON GROUP, WAS PERFORMED ON 11-17-15 TO VIEW THE EXPOSED LOWER LEVEL FRAMING AND FOUNDATION WALLS. <br />2. IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN CHANGES TO THE HANSON GROUP FOR REVIEW. IF EXISTING FRAMING LAYOUTS VARY FROM THOSE SHOWN ON THESE PLANS, NOTIFY ENGINEER. A REVISION TO THESE STRUCTURAL PLANS WILL LIKELY BE REQUIRED FOLLOWING DEMOLITION <br />OF FINISHED MATERIALS. THE HANSON GROUP RECOMMENDS WAITING UNTIL AFTER DEMOLITION AND A FOLLOW UP REVIEW BY THE HANSON GROUP PRIOR TO PURCHASING STRUCTURAL MEMBERS. <br />3. ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. <br />4. CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. <br />5. MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. <br />FOUNDATION NOTES <br />1. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. <br />2. CONCRETE PLACEMENT, FORMING, AND REINFORCEMENT ARE TO BE IN ACCORDANCE WITH ALL APPLICABLE CODES. <br />FRAMING NOTES <br />1. ALL NEW EXTERIOR WALLS OR WALL SECTIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 WSP AND CS-WSP. <br />A. 2x4 OR 2x6 STUDS SPACED @ 16" O.C. (MATCH EXISTING). <br />B. WALL SHEATHING: 716" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.0 AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 1 %" 16 GAUGE STAPLES @ 3" / 6" SPACING. <br />2. ALL NEW INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O. <br />A. 2x4 OR 2x6 STUDS SPACED @ 16" O.C. <br />B. WALL SHEATHING: Y2" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.G. MAX. OR TYPE SM WALLBOARD SCREWS CO) 16" O.C. MAX. (%" MINIMUM STUD PENETRATION). <br />3. ALL NEW FLOORS ARE TO BE IN CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. <br />A. FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C. <br />B. FLOOR SHEATHING: Y4' STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.0 AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. <br />4. ALL NEW ROOFS ARE TO BE IN CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. <br />A. ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C. <br />B. FASTEN ALL ROOF FRAMING TO TOP PLATES WITH USP RT7 OR SIMPSON H2.5 CLIPS AND (3) 8d TOENAILS OR EQUIVALENT. <br />C. ROOF SHEATHING: Y2" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.0 AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 1 %" 16 GAUGE STAPLES @ 3" / 6" SPACING. <br />5. ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS. <br />6. ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POST CAPS, AND POST BASES. CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS. <br />7. ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION. <br />8. ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1). <br />MATERIALS <br />CONCRETE FOOTINGS: F'c = 3,000 PSI @ 28 DAYS REINFORCING STEEL: <br />REINFORCING STEEL: ASTM A615 GRADE 60 - _ <br />GTY SUPPLIER — — — — — <br />AGGREGATE:FOOTINGS - 1Y2" MAX TYP. 11 <br />WALLS/SLABS- Y4" MAX <br />WALL STUDS (10' OR LESS): <br />SPF STUD GRADE OR BETTER <br />WALL STUDS (OVER 10'): <br />SPF NO.2 GRADE OR BETTER <br />DIMENSIONAL LUMBER: <br />SPF NO.2 GRADE OR BETTER <br />TREATED LUMBER: <br />SYP NO.2 GRADE OR BETTER <br />LVL: <br />1%4' WIDTH - Fb = 2600 PSI, Fv = 285 PSI, E = 1,900,000 PS <br />PSL: <br />Fb = 2400 PSI, Fc = 2500 PSI, E = 1,800,000 PSI <br />LSL: <br />Fb = 1700 PSI, E = 1,300,000 PSI <br />ALLOWABLE SOIL <br />= GIRDER TRUSS <br />BEARING PRESSURE: <br />2,000 PSF (ASSUMED) <br />LOADS <br />ROOF LIVE LOAD: <br />35 PSF (SNOW) <br />ROOF DEAD LOAD: <br />15 PSF <br />FLOOR LIVE LOAD: <br />40 PSF <br />FLOOR DEAD LOAD: <br />15 PSF <br />CODES <br />2015 MINNESOTA RESIDENTIAL CODE <br />ABBREVIATIONS <br />TYP. <br />= TYPICAL <br />SIM. <br />SIMILAR <br />U.N.O. <br />= UNLESS NOTED OTHERWISE <br />MIN. <br />= MINIMUM <br />MAX. <br />MAXIMUM <br />O.C. <br />= ON CENTER <br />NTS <br />= NOT TO SCALE <br />G.T. <br />= GIRDER TRUSS <br />c0 COPYRIGHT THE HANSON GROUP, LLC. 2015 <br />REFERENCE PLAN <br />S1 PARTIAL MAIN LEVEL PLAN SHOWN <br />FOR LOCATION REFERENCE ONLY <br />� I <br />I <br />/ERIFY EXISTING I PRL -E GINL;ERILL D <br />-IEADERS TYP. '� <br />MONOTRUSS 18.13 <br />I <br />BEAMS BY SUPPLIER <br />TYP. ( 1AINLFLOOR BET <br />� I <br />MONO G ITER <br />� I <br />REPLACE EXISTING <br />HEADER & BEARING STUDS <br />@ DOOR w/ LVL MEMBER <br />SIZED BY SUPPLIER <br />� I <br />( <br />G <br />N <br />4 <br />C4 <br />PRE- <br />ENGINFFiRFD <br />FLOOR TRUSS <br />TILT' <br />0 32"X60" <br />�—:NSF-R I' <br />Y-411 <br />HALL <br />150 sq ft <br />n <br />1'-2" <br />L <br />V0 286& AW <br />7'—I01r J Y-11" <br />4' <br />W.I. G <br />48 sq ft <br />G <br />MEC H <br />37 sq it vvrl <br />P <br />MASTER SUITE <br />459 sq it <br />2 REFERENCE PLAN <br />S1 PARTIAL UPPER LEVEL PLAN SHOWN <br />FOR LOCATION REFERENCE ONLY <br />Danberry Building Corp. <br />5413 Manitou Road <br />Tonka Bay, MN 55331 <br />Revision Date Description <br />PLANS SHOWN LIGHT IN <br />BACKGROUND ARE FOR <br />LOCATION REFERENCE <br />ONLY. PLAN NOTES AND <br />ELEMENTS SHOWN LIGHT <br />MAY NOT NECESSARILY <br />SUPPORT THE HANSON <br />GROUP'S DESIGN. <br />ROOF TRUSS SPAN <br />BY SUPPLIER <br />TYP. <br />hereby certify that this plan, specification or report <br />was prepared by me or under my direct supervision <br />and that I am a duly Licensed Professional Engineer <br />under the laws of the State of Minnesota. <br />Signed: <br />Print Name: Nick Hanson <br />Date: 12JJ 5 License Number: 46665 <br />3407 Kilmer Wine N <br />Sufte 4 <br />I'lymoulh, MN 55441 <br />T-1 612-708-3572 <br />wW t—songrouP—orn a <br />Cohen Residence <br />2697 Ethel Ave <br />Orono, MN <br />Project Number, 5. <br />Dale: December ?.2015075 <br />Sheets: 1 of 1 S1 <br />