07-09-2018 Council Packet - Laserfiche WebLink

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PROJECT SCOPE DESIGN OF CAST -IN-PLACE CONCRETE AND WOOD FRAMING FOR A PROPOSED DETACHED CARRIAGE HOUSE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. GENERAL NOTES 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY ESKUCHE DESIGN LAST DATED 4-19-18 FOR MORE INFORMATION. 2. IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO THE HANSON GROUP FOR REVIEW. PROVIDE FINAL TRUSS LAYOUTS TO THE HANSON GROUP PRIOR TO CONSTRUCTION AND MATERIAL ACQUISITION. 3. ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. 5. MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. FOUNDATION NOTES 1. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. 2. INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH END AS APPLICABLE. 3. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. 4. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. 5. BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO FROST DEPTH (4'-0" MINIMUM). 6. PRIOR TO BACKFILLING, FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY FLOOR SLAB OR BY ADEQUATE TEMPORARY BRACING. 7. SITE ELEMENTS INCLUDING LANDSCAPING RETAINING WALLS ARE NOT INCLUDED IN THE SCOPE OF THESE DRAWINGS. FRAMING NOTES 1. ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH END. ALL 2 -PLY LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TO HAVE A MINIMUM OF TWO BEARING STUDS AT EACH END. 3 -PLY MEMBERS ARE TO HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END. ALL BEARING ABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIER IS TO VERIFY GIRDER TRUSS BEARING LENGTH AND SUPPORT REQUIREMENTS. 2. ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END. EXTERIOR OPENINGS GREATER THAN SIX FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KING STUDS AT EACH END. EXTERIOR OPENINGS GREATER THAN TEN FEET IN WIDTH ARE TO HAVE A MINIMUM OF THREE FULL HEIGHT KING STUDS AT EACH END. 3. ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POST CAPS, AND POST BASES. 4. CONNECT MULTIPLE MEMBER LVUS TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS. 5. ALL EXTERIOR WALLS 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. A. 2x6 STUDS SPACED @ 16" O.C. B. WALL SHEATHING: �/16" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.0 AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13/" 16 GAUGE STAPLES @ 3" / 6" SPACING. 6. ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O. A. 2x4 OR 2x6 STUDS SPACED @ 16" O.C. B. WALL SHEATHING: %" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (5/" MINIMUM STUD PENETRATION) 7. ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. A. ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C. B. FASTEN ALL ROOF FRAMING TO TOP PLATES WITH USP RT7 OR SIMPSON H2.5 CLIPS OR EQUIVALENT AND (3) 8d TOENAILS. C. ROOF SHEATHING: %2" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.0 AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13/" 16 GAUGE STAPLES @ 3" / 6" SPACING. D. PROVIDE FULL DEPTH BLOCKING BETWEEN TRUSSES AT ENERGY HEELS FOR PERIMETER ROOF SHEATHING NAILING OR TOP AND BOTTOM BLOCKING SHEATHED PER FRAMING NOTE 6. BLOCKING TO EXTEND FROM WALL TOP PLATES TO WITHIN 2" OF ROOF SHEATHING. 8. ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1). 9. ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING TO BE FASTENED TO SHEATHING / GYP BOARD AS NOTED ABOVE (12" O.C. MAX. AT EXTERIOR AND 16" O.C. MAX. AT INTERIOR). 10. ALL STONE IS TO BE THIN VENEER ADEQUATELY ADHERED BACK TO WOOD FRAMING FOR CONTINUOUS VERTICAL AND LATERAL SUPPORT BY THE MASON. 11. A BRACED WALL REVIEW HAS BEEN PERFORMED. DUE TO FULL ENGINEERING PROVIDED, EXTERIOR BRACED WALLS ARE NOT SHOWN FOR CLARITY, BUT ARE COVERED BY CONTINUOUS SHEATHING AND CONNECTIONS NOTED ABOVE. MATERIALS CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT 2x6 MIN. TREATED SILL PLATE PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYS REINFORCING STEEL: ASTM A615 GRADE 60 AGGREGATE: FOOTINGS - 1%" MAX WALLS/SLABS- %4" MAX ON-SITE SOIL: SANDY -CLAY (GROUP 11) ASSUMED THE HANSON GROUP IF \ yeq = 45 PSF/FT (ACTIVE) FROM FOUNDATION 6 IF CLAY SOILS ARE ENCOUNTERED, BACKFILL w/ SAND FULL HEIGHT BACKFILL SOIL: SAND (GROUP 1) TO BE USED WHERE NOTED: yeq = 30 PSF/FT (ACTIVE) WALL STUDS (10' OR LESS): SPF STUD GRADE OR BETTER WALL STUDS (OVER 10'): SPF NO.2 GRADE OR BETTER DIMENSIONAL LUMBER: SPF NO.2 GRADE OR BETTER TREATED LUMBER: SYP NO.2 GRADE OR BETTER LVL: 13/" WIDTH - Fb = 2600 PSI, E = 1,900,000 PSI ALLOWABLE SOIL BEARING PRESSURE: 2,000 PSF (ASSUMED) LOADS ROOF LIVE LOAD: 35 PSF (SNOW) ROOF DEAD LOAD: 20 PSF WIND LOAD: 90 MPH EXP. B THIN STONE: 25 PSF MAX. CODES 2015 MINNESOTA RESIDENTIAL CODE @ COPYRIGHT HANSON GROUP, LLC 2018 BUILDER TO VERIFY IF FROST FOOTINGS ARE REQ'D BELOW INTERIOR NON-BEARING WALLS 1 REFERENCE PLAN S1 FOUNDATION PLAN SHOWN FOR LOCATION REFERENCE ONLY FRAME WALL ABOVE 2x6 MIN. TREATED SILL PLATE 2"O x 10" LONG ANCHOR w/ NO PLATE OVERHANG BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIV. MAINTAIN 6" MIN. STEM WALL SUPPLIER - CONTACT SLAB -ON -GRADE SLOPE GRADE AWAY THE HANSON GROUP IF \ (2) 2,x10 FROM FOUNDATION 6 ID DESIGN ASSISTANCE IS MIN. — — — — — — — -------�-- ---- --� REQUIRED 17'-81 4" III Flo 5'-101 2� 4" 2" LEDGE #4 HORIZ. BAR @TOP OF WALL 8" MIN. C.I.P. BAR E STORAGE a a CONCRETE WALL #4 x 2'-0" DOWELS @ 72" O.C. /7 20" WIDE x 8" DEEP MIN. (5" MIN. EMBED) CONCRETE STRIP FOOTING CENTERED IN WALL ETf 0 CENTERED UNDER WALL - LOWER AS REQ'D FOR FROST PROTECTION 3 WALL SECTION S1 FROST FOUNDATION WALL - WALKOUT THIN STONE AND INSULATION AT EXTERIOR NOT SHOWN FOR CLARITY TYP. ALL SECTIONS - BY OTHERS FRAME WALL ABOVE 2x6 MIN. TREATED SILL PLATE w/ NO PLATE OVERHANG MAINTAIN 6" MIN. STEM WALL (2-0" MAX. HEIGHT) SLOPE GRADE AWAY FROM FOUNDATION 6„ MIN. III #4 HORIZ. BAR @ TOP OF WALL #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) CENTERED IN WALL ---------I------------------------------------il `-- f 1 Fe 1 VENT. 0.0 I I t I I I I I I I I I J I I > I _ I I tr r I ,- I N i I I I I I I I I I I I I I I i I J I I 1J I CIONC. STOOP 'N ROOF TRUSS SPAN BY SUPPLIER TYP. GT BY SUPPLIER TYP. \ OVERHANGS BY HVAC SUPPLIER - CONTACT 1 THE HANSON GROUP IF \ (2) 2,x10 ID DESIGN ASSISTANCE IS — — — — — — — -------�-- ---- --� REQUIRED 17'-81 4" a Flo 5'-101 2� 4" � BAR E STORAGE I n /7 0 i I J I I 1J I CIONC. STOOP 'N ROOF TRUSS SPAN BY SUPPLIER TYP. GT BY SUPPLIER TYP. (3) 2x6 BRG FOR LVL (1) 2x6 BRG FOR 2x10's AND (2) 2x6 FULL HEIGHT KING STUDS BETWEEN %2"O x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIV. _ eo SLAB -ON -GRADE L� F2" LEDGE 8" MIN. C.I.P a CONCRETE WALL a 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING CENTERED UNDER WALL - LOWER AS REQ'D FOR FROST PROTECTION 4 WALL SECTION S1 FROST FOUNDATION WALL w/ RAISED STEM TYP. 2 REFERENCE PLAN S1 MAIN LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY %2"O x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIV. 8" MIN. C.I.P. CONCRETE WALL • a #4 HORIZ. BARS III_ @ 24" O.C. a II � II N #4 x 3'-0" HOOKS @ 36" O.C. �- 6" SLAB -ON -GRADE THICKEN WALL TO 10" BELOW SLAB FOR OPTIONAL SLAB LEDGE M (2) 2x6 BRG AT THE ENDS OF ALL GT's TYP. FRAME WALL ABOVE SLOPE GRADE 6" AWAY FROM 91N. /—FOUNDATION #4 VERT. BARS @ 36" O.C. 2" TO VERT. BARS & HOOKS 5 WALL SECTION S1 RETAINING WALL TYPE FOUNDATION WALL 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING CENTERED ON WALL - LOWER AS REQ'D FOR FROST PROTECTION Eskuche Design 18318 Minnetonka Blvd Deephaven, MN 55391 Revision Date Description PLANS SHOWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. BUILDER IS REQUIRED TO SEND FINAL TRUSS LAYOUT DRAWINGS TO THE HANSON GROUP PRIOR TO CONSTRUCTION FOR VERIFICATION OF LOAD PATHS AND FRAMING SIZES LISTED I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Min sota. i Signed: Print Name: TrevorLer Date: 4-26-18 License Number: 45470 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com Maxwell Modern Carriage House 1020 Tonkawa Rd Orono, MN Project Number: 7.292 Date: April 26, 2018 Sheets: 1 of 1 S1 \ OVERHANGS BY SUPPLIER - CONTACT 1 THE HANSON GROUP IF \ (2) 2,x10 (3) 11%$" LVL DESIGN ASSISTANCE IS — — — — — — — -------�-- ---- --� REQUIRED $— -------- ,-�, � (3) 2x6 BRG FOR LVL (1) 2x6 BRG FOR 2x10's AND (2) 2x6 FULL HEIGHT KING STUDS BETWEEN %2"O x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIV. _ eo SLAB -ON -GRADE L� F2" LEDGE 8" MIN. C.I.P a CONCRETE WALL a 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING CENTERED UNDER WALL - LOWER AS REQ'D FOR FROST PROTECTION 4 WALL SECTION S1 FROST FOUNDATION WALL w/ RAISED STEM TYP. 2 REFERENCE PLAN S1 MAIN LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY %2"O x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIV. 8" MIN. C.I.P. CONCRETE WALL • a #4 HORIZ. BARS III_ @ 24" O.C. a II � II N #4 x 3'-0" HOOKS @ 36" O.C. �- 6" SLAB -ON -GRADE THICKEN WALL TO 10" BELOW SLAB FOR OPTIONAL SLAB LEDGE M (2) 2x6 BRG AT THE ENDS OF ALL GT's TYP. FRAME WALL ABOVE SLOPE GRADE 6" AWAY FROM 91N. /—FOUNDATION #4 VERT. BARS @ 36" O.C. 2" TO VERT. BARS & HOOKS 5 WALL SECTION S1 RETAINING WALL TYPE FOUNDATION WALL 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING CENTERED ON WALL - LOWER AS REQ'D FOR FROST PROTECTION Eskuche Design 18318 Minnetonka Blvd Deephaven, MN 55391 Revision Date Description PLANS SHOWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. BUILDER IS REQUIRED TO SEND FINAL TRUSS LAYOUT DRAWINGS TO THE HANSON GROUP PRIOR TO CONSTRUCTION FOR VERIFICATION OF LOAD PATHS AND FRAMING SIZES LISTED I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Min sota. i Signed: Print Name: TrevorLer Date: 4-26-18 License Number: 45470 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com Maxwell Modern Carriage House 1020 Tonkawa Rd Orono, MN Project Number: 7.292 Date: April 26, 2018 Sheets: 1 of 1 S1