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HomeMy WebLinkAbout3600 Casco Avenue - Building Plans: ResidentialAdditional permits required: Plumbing Mechanical Electrical Sewer Reviewed for Code Compliance Nicole Post RPS24-000001 2-2-24 Stamped and approved plans must be on site for the duration of the project and all inspections. To schedule inspections call: 952-249-4613 Please have the permit number and street address ready at time of call. Please plan accordingly. The City will not issue a Temporary Certificate of Occupancy (Temp CO) for new homes during the growing season from May 1st to November 1st. Issuance of a Certificate of Occupancy requires all permits associated with the project to be finaled and an as-built survey approved by the City. If vegetation is not fully established at the time of CO issuance, the erosion control escrow will continue to be held. Tiered walls are considered one wall unless separated by at least twice the height of the lower wall. Walls are measured from the bottom of the foundation to the top of the wall. Walls retaining in excess of 4' of backfill require engineering follow manufacturer's installation instruction for min distance to grade. Per R1003.9 - Chimneys shall extend not less than 2' higher than any portion of a building within 10' See Engineering Retaining walls over 4' require engineering and a separate permit. See Engineering Enclosed space under stairs shall have walls and under-stair surface enclosed with 1/2" gypsum board Per MNRC R302.7 Provide fire blocking vertically at ceilings and floors, and horizontally at intervals not exceeding 10'. Unprotected portions of floor shall not exceed 80 Sq Ft. Must be 20 Min Fire Door See Engineering Provide fire blocking vertically at ceilings and floors, and horizontally at intervals not exceeding 10'. Drain to daylight. Tempered window required Per MNF&G 505.4 Hoods exhausting in excess of 400cfm must provide heated makeup air at a rate approx equal to exhaust air rate Current Mechanical calcs show 600 cfm hood Window opening control devices on windows serving as a required emergency escape and rescue opening shall comply with ASTM F2090 See Engineering Attic access is required. Shall be not less than 22" x 30" and be located in an accessible location. Roof Venting is required. Alexander Design Group 275 Lake Street East, Suite 102 Wayzata, MN, 55391 COPYRIGHT HANSON GROUP, LLC 2024© January 18, 2024 Project Number: Date: 3.622 S11Sheets: of 4 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. DescriptionDateRevision Print Name: Signed: License Number: Ryan Mack 2-22-24 46673Date: Single Family Residence 3600 Casco Avenue Orono, MN 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 Minnesota. 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 ABBREVIATIONS TYP. = TYPICAL SIM. = SIMILAR U.N.O. = UNLESS NOTED OTHERWISE O.C. = ON CENTER = CONTINUOUS OVER PROJECT SCOPE DESIGN OF CAST-IN-PLACE CONCRETE, STEEL, AND WOOD FRAMING FOR A PROPOSED RESIDENCE. 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 ALEXANDER DESIGN GROUP 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, HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY FLOOR SYSTEM AT TOP AND SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING. 7. RETAINING WALL TYPE FOUNDATIONS RELY ON THE SLAB-ON-GRADE FLOOR FOR LATERAL SUPPORT. SLAB IS TO BE IN PLACE PRIOR TO BACKFILLING, OR ADEQUATE TEMPORARY LATERAL BRACING IS TO BE INSTALLED. BULKHEAD STEP FOOTINGS, DO NOT JUMP FOOTINGS AT THESE LOCATIONS. 8. SITE ELEMENTS INCLUDING RETAINING WALLS ARE NOT INCLUDED IN THE SCOPE OF THESE DRAWINGS. FRAMING NOTES 1. ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE. (2) 2x10 MEMBERS SHOWN MAY BE SUBSTITUTED WITH (2) 1¾" x 7¼" LVL OR (3) 1¾" x 5½" LVL AS REQUIRED. 2. ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH END AND TWO AT INTERMEDIATE SUPPORTS. ALL 2-PLY LSL/LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TO HAVE A MINIMUM OF TWO BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. 3-PLY LSL/LVL MEMBERS ARE TO HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. ADDITIONAL BEARING STUDS ARE NOT REQUIRED FOR LSL/LVL SUBSTITUTED FOR STANDARD SAWN LUMBER. ALL BEARING ABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIER IS TO VERIFY GIRDER TRUSS BEARING LENGTH AND SUPPORT REQUIREMENTS. 3. ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END. EXTERIOR OPENINGS GREATER THAN EIGHT FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. EXTERIOR OPENINGS GREATER THAN FOURTEEN FEET IN WIDTH ARE TO HAVE A MINIMUM OF THREE FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. FOR CONTINUOUS BEAM CONDITIONS, SPAN IN DETERMINING NUMBER OF KING STUDS IS THE FULL LENGTH OF THE HEADER. 4. ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POST CAPS, AND POST BASES. 5. CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS. 6. 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 OR 2x8 STUDS SPACED @ 16" O.C. B. WALL SHEATHING: 7 16" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13 4" 16 GAUGE STAPLES @ 3" / 6" SPACING. 7. 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: 12" 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 8" MINIMUM STUD PENETRATION) 8. ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. A. FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C. B. FLOOR SHEATHING: 3 4" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 9. 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 SIMPSON H2.5 CLIPS OR EQUIVALENT AND (4) 0.131"Ø x 3" TOENAILS. C. ROOF SHEATHING: 12" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13 4" 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. 10. ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION. 11. STEEL COLUMN TOP AND BOTTOM PLATES (R = 40 KIPS) ARE BY THE MANUFACTURER. STEEL SHEAR CLIP CONNECTIONS (R = 20 KIPS UNLESS NOTED OTHERWISE) ARE BY THE MANUFACTURER. 12. STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ½" DIAMETER BOLTS STAGGERED EACH SIDE OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATE THICKNESS AS REQUIRED FOR TOP FLANGE HANGERS. BEAM TOP FLANGE / PLATE TO BE BRACED LATERALLY BY FLOOR SYSTEM AT 48" O.C. MAX AND AT ENDS TYP. FOR FLUSH FLOOR FRAMING CONNECTIONS, BLOCK WEB SPACE SOLID w/ LUMBER TIGHT BETWEEN FLANGES AND BOLT THROUGH WEB w/ 12"Ø BOLTS AT 24" O.C. STAGGERED. 13. CUT PSL POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL OR CRUSHING MAY OCCUR. FASTEN STEEL BEAMS TO PSL POSTS w/ (4) 5 16" x 6" STRUCTURAL WOOD SCREWS. AT BOTTOM, PSL TO BEAR DIRECTLY ON CONCRETE. IF UNTREATED, WRAP BOTTOM w/ MEMBRANE. 14. VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS. 15. ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1). 16. 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). 17. 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. INTERIOR BRACED WALL ELEMENTS AND CONNECTIONS ARE SHOWN IN THESE DRAWINGS, AS WELL AS ENGINEERED WIND RESISTING ELEMENTS THAT DO NOT MEET PRESCRIPTIVE CODE REQUIREMENTS. 18. THE COVERED PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL STRUCTURE AND IS EXCLUDED FROM THE OVERALL MAIN WINDFORCE RESISTING SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS. 19. TALL WALL FRAMING IS DESIGNED TO AN H/180 DEFLECTION CRITERIA AT A MINIMUM. 20. TRUSS SUPPLIERS DESIGNING ELEMENTS TO SUPPORT VENEER ARE TO USE 1.5 X DEAD LOAD PLUS LIVE LOAD AND L/600 DEFLECTION CRITERIA TO RESIST LONG TERM CREEP AND FINISHED MATERIAL DISTRESS. SIMILAR DESIGN REQUIREMENTS PERTAIN TO TRUSSES SUPPORTING HEARTH / MANTLE STONE OR CONCRETE MATERIALS. MATERIALS CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT 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 - 112" MAX WALLS/SLABS- 3 4" MAX ON-SITE SOIL: SAND-CLAY (GROUP II) ASSUMED - IF PREDOMINATELY CLAY SOILS ARE FOUND, BACKFILL w/ SAND FULL HEIGHT:geq = 45 PSF/FT (ACTIVE) BACKFILL SOIL: SAND (GROUP I) TO BE USED WHERE NOTED:geq = 30 PSF/FT (ACTIVE) ALLOWABLE SOIL BEARING PRESSURE: 2,000 PSF (ASSUMED) 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 2x6 LSL STUDS:112" WIDTH - 1.3E OR BETTER 2x8 LSL STUDS:112" WIDTH - 1.5E OR BETTER LSL BEAMS: 1 3 4" WIDTH - 1.55E OR BETTER LVL: 1 3 4" WIDTH - 1.9E OR BETTER PSL: 1.8E OR BETTER GLULAM: 2600Fb-V4 OR BETTER STRUCTURAL STEEL: PLATES/MISC - ASTM A36 (Fy = 36KSI) TUBES - ASTM A500 Gr. B (Fy = 46 KSI) W SECTIONS - ASTM A992 (Fy = 50 KSI) LOADS ROOF LIVE LOAD: 35 PSF (SNOW) ROOF DEAD LOAD: 15 PSF FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF STONE VENEER: 82 PSF WIND LOAD: 115 MPH ULTIMATE EXP. C CODE 2020 MINNESOTA RESIDENTIAL CODE 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com WALL SECTION 6 S1 FROST DEPTH FOUNDATION WALL #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) SLAB-ON-GRADE #4 HORIZ. BAR AT TOP OF WALL 8" MIN. C.I.P. CONCRETE WALL SLOPE GRADE AWAY FROM FOUNDATION MAINTAIN 6" MIN. STEM WALL 2" WIDE LEDGE 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. FRAME WALL ABOVE 6" MIN. 20" MIN. WIDE x 8" MIN. THICK CONCRETE FOOTING CENTERED UNDER WALL (LOWER FOR FROST AS REQ'D)(3) 1178" LVL(2) 2x8 (2) 2x12 (2) 2x12 GIRDER TRUSS(3) 117 8" LVL (3) 14" LVL (2) 912" LVL(3) 912" LVL W12x35 OR W14x30 W12x106 OR W14x82 OR W16x67(3) 16" LVLOR W10x22514" x 7" PSL POST BEAR 4" OVER CONCRETE ON TREATED PLATE IN BEAM POCKET SEPARATE 514" x 514" PSL POST FOR EACH BEAM BEAR 4" MIN. ON TREATED SILL PLATE CONCRETE PAD FOOTING SCHEDULE MARK FOOTING SIZE REINFORCEMENT EACH WAY F1 2'-6" x 2'-6" x 8"#5 BARS @ 12" O.C. F1 ALTERNATE 2'-6" x 2'-6" x 1'-0"NONE F2 3'-0" x 3'-0" x 12"#5 BARS @ 12" O.C. F3 3'-6" x 3'-6" x 12" #5 BARS @ 12" O.C. F4 4'-0" x 4'-0" x 12"#5 BARS @ 12" O.C. F5 5'-0" x 5'-0" x 12" #5 BARS @ 12" O.C. LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING F5 F2 F2 F2 F2 F2 F1 F1 F4 F2 WALL SECTION 7 S1 HEIGHT TRANSITION FOUNDATION WALL1'-0"MAX.SLAB-ON-GRADE #4 HORIZ. BAR AT TOP OF WALL 8" MIN. C.I.P. CONCRETE WALL 20" WIDE x 8" DEEP FOOTING CENTERED UNDER WALL OPTIONAL STEMWALL w/ SLAB LEDGE #4 x 1'-6" DOWELS @ 36" O.C. (5" MIN. EMBED) SLAB-ON-GRADE 2'-0" MIN. LAP 2'-0" MIN. LAP WALL SECTION REINFORCED STOOP SLAB ALONG STAIRWAY 5 S118" MIN.EMBED18" MIN.EMBEDSTANDARD 10" STOOP FOUNDATION WALL POURED SIM. TO 6/S1 FOUNDATION WALL PER 3/S2 SLAB-ON-GRADE #4 HOOKS @ 24" O.C.#4 HOOKS @ 24" O.C. #4 BARS IN SLAB @ 24" O.C. ALIGNED w/ HOOKS LANDING AND STAIR FRAMING BY SUPPLIER TYP. PROVIDE MIN. 20" x 8" CONCRETE STRIP FOOTINGS UNDER ALL INTERIOR BEARING WALLS S15LOWER LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY 1 S1 REFERENCE PLAN PLAN NOTES: ·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN. (2) 2x8 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. ·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O. ·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS. ·SEE 2/S1 FOR WOOD BEAM CONNECTION TO FLUSH STEEL AND SEE 7/S3 FOR BRACING OF STEEL BEAM PARALLEL WITH FLOOR FRAMING. BLOCK SOLID w/ LSL/LVL MATERIAL TIGHT BETWEEN TOP AND BOTTOM FLANGES EXTENDED 12" BEYOND LSL/LVL BEAM EACH WAY FASTENED TO STEEL BEAM WEB w/ (2) 12"Ø BOLTS EACH SIDE OF LSL/LVL FOR STABILITY HANGER BY SUPPLIER S1 FRAMING DETAIL WOOD BEAM TO STEEL BEAM CONNECTION 2 6" MIN. SLAB-ON-GRADE 9'-4" MAX.VERT. BAR OPTIONS: #5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. 12" MIN. C.I.P. CONCRETE WALL SIMPSON A35 FRAMING ANGLE EITHER SIDE OF TRUSS w/ (6) 8d x 112" NAILS EACH LEG OF ANGLE AND (3) 8d TOENAILS 2" FLOOR TRUSSES BY SUPPLIER @ 19.2" O.C. MAX. (TO BE DESIGNED FOR PLATE OVERHANG) SEE 4/S1 FOR TOP OF WALL CONNECTIONS AT FLOOR NON-BEARING WALL #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING #4 HORIZ. BARS @ 24" O.C. SLOPE GRADE AWAY FROM FOUNDATION 2x8 MIN. SILL PLATE w/ 112" MAX. OVERHANG 12"Ø ANCHOR BOLT (7" MIN EMBED) w/ NUT & 18" THICK x 2" Ø OR SQUARE WASHER @ 36" O.C. (PLACE SUCH THAT 23 4" EDGE DISTANCE IS MAINTAINED TO BOTH OUTSIDE OF CONCRETE & INSIDE OF SILL PLATE) MAINTAIN 6" MIN. WIDTH STEMWALL w/ LEDGE (INCREASE TO 8" MIN. WIDTH FOR STEMWALL HEIGHT EXCEEDING 24") WALL SECTION FULL HEIGHT FOUNDATION WALL 3 S1 WALL SECTION TYPICAL TOP OF WALL PARALLEL TO FRAMING 4 S1 w/ (12) ADDITIONAL 0.131 Ø x 3" LONG NAILS PROVIDE 2 x 4 MIN BLOCKING TOP & BOTTOM OF TRUSSES AS REQUIRED TO ACHIEVE NAILING SHOWN (MIN. 2 SPACES) INSTALL w/ TOE NAILS EACH END FOR STABILITY 3/4" PLYWOOD/OSB ONE SIDE OF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOM OR 1/2" PLYWOOD/OSB EACH SIDE OF BLOCKING EACH w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOM NAIL SHEATHING TO BLOCKING/TRUSSES OPTIONAL OPEN SPACE AS SHOWN OR SHIFT FULL HEIGHT BLOCKING 0.131 Ø x 3" LONG NAILS @ 6" O.C. (6) 0.131 Ø x 3" LONG TOP NAILS THROUGH BOTTOM CHORD TO SILL EACH SIDE OF BLOCKING FOUNDATION WALL - SEE 3/S1 FOR ANCHORS, SILL, & WALL INFO IF REQUIRED, PROVIDE 2x4 MIN. SPACERS UNTIL SPACES IN WHICH FULL HEIGHT BLOCKING CAN BE INSTALLED, TOE NAIL TO FLOOR MEMBERS FOR STABILITY SPACE BLOCKING @ 36" O.C. TYP. HAND FRAME LADDER ON-SITE w/ 2x6 MATERIAL OR SHIFT LADDER TRUSS AS SHOWN w/ 2x6 LEDGER HIGH AND LOW S1 4 TYP. FLOOR TRUSS BOTTOM-CHORD NON-BEARING S13TYP. FLOORTRUSSBOTTOM-CHORDBEARINGS23TYP. FLOORTRUSSTOP-CHORDBEARINGS2 5 TYP. FLOOR TRUSS TOP-CHORD NON-BEARING S24STONE SUPPORT OVER OPENINGS BY MASON (MAY ATTACH TO HEADERS AS REQ'D) S1 6 TY P . G A R A G E S1 7 TYP. AT HEIGHT TRANSITION CONSTRUCT STOOP/PORCH FOUNDATION WALLS SIM. TO 6/S1 & WIDEN WALLS TO SUPPORT POSTS ABOVE AS REQ'D (PROVIDE 6" FOOTING PROJECTION BEYOND EDGE OF WALL ALL SIDES) S2 7 TYP. WALKOUT S2 6 TYP. LOOKOUT PROVIDE HOLDOWNS AS SHOWN IN 3/S3 THIS WALL MAY BE POURED SIM. TO 4/S2 AT 8" THICK AT GOLFSIMULATORINDICATES SPAN DIRECTION OF TRUSSES BY SUPPLIER TYP. F1 F1 F1F3 F3 (3) 912" LVL (3) 2x8 (3) 2x8 Plan Changes2-22-241 F2 514" x 514" PSL POST 24" x 8" 2/S3 7 S2 WALL SECTION WALKOUT FOUNDATION WALL 6" MIN. SLOPE GRADE AWAY FROM FOUNDATION 2x6 LP SOLIDGAURD LSL SILL PLATE w/ 112" MAX. OVERHANG (OR 2x6 TREATED SILL PLATE w/ 12" MAX. PLATE OVERHANG) 24" MIN. WIDE x 8" MIN. THICK CONCRETE FOOTING CENTERED UNDER WALL (LOWER FOR FROST AS REQ'D) SLAB-ON-GRADE 14" MIN. C.I.P. CONCRETE WALL 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 48" O.C. MAX. #4 HORIZ. BAR @ TOP OF WALL 2" WIDE LEDGE #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) MAINTAIN 6" MIN. WIDTH STEMWALL w/ LEDGES WALL SECTION 6 S2 LOOKOUT FOUNDATION WALL 6" MIN.3'-6" MAX.SLAB-ON-GRADE #4 HORIZ. BAR @ TOP OF WALL 12" MIN. C.I.P. CONCRETE WALL 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. SLOPE GRADE AWAY FROM FOUNDATION 24" MIN. WIDE x 8" MIN. THICK CONCRETE FOOTING CENTERED UNDER WALL (LOWER FOR FROST AS REQ'D) #4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 24" O.C. DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 2x8 MIN. SILL PLATE w/ 112" MAX. OVERHANG MAINTAIN 6" MIN. WIDTH STEMWALL w/ LEDGE 6" MIN. SLAB-ON-GRADE 12'-1" MAX.VERT. BAR OPTIONS: #5 BARS @ 18" O.C. OR #6 BARS @ 24" O.C. 12" MIN. C.I.P. CONCRETE WALL 2" #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) 24" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING #4 HORIZ. BARS @ 24" O.C. SLOPE GRADE AWAY FROM FOUNDATION 2x8 MIN. SILL PLATE w/ 112" MAX. OVERHANG MAINTAIN 6" MIN. WIDTH STEMWALL w/ LEDGE (INCREASE TO 8" MIN. WIDTH FOR STEMWALL HEIGHT EXCEEDING 24") WALL SECTION FULL HEIGHT FOUNDATION WALL AT GOLF SIMULATOR 4 S2 SIMPSON A35 FRAMING ANGLE BOTH SIDES OF TRUSS w/ (6) 8d x 112" NAILS EACH LEG OF EACH ANGLE TOP-CHORD BEARING FLOOR TRUSSES BY SUPPLIER @ 19.2" O.C. MAX. DESIGNED FOR 112" OVERHANG 12"Ø ANCHOR BOLT (7" MIN EMBED) w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER @ 24" O.C. (23 4" FROM EDGES OF SILL / CONCRETE WALL) (2) 2x8 BLOCKING BETWEEN TRUSSES SEE 5/S2 FOR TOP OF WALL CONNECTIONS AT FLOOR NON-BEARING WALL LINE OF GRANULAR BACKFILL REQUIREMENTS 2 1 100% SAND OR GRAVEL BACKFILL WALL SECTION FULL HEIGHT FOUNDATION WALL 3 S2 SLAB-ON-GRADE20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING VERT. BAR OPTIONS: #5 BARS @ 18" O.C. OR #6 BARS @ 24" O.C. 10" MIN. C.I.P. CONCRETE WALL 6" MIN. SLOPE GRADE AWAY FROM FOUNDATION #4 HORIZ. BARS @ 24" O.C.2" SEE 5/S2 FOR TOP OF WALL CONNECTIONS AT FLOOR NON-BEARING WALL SIMPSON A35 FRAMING ANGLE BOTH SIDES OF TRUSS w/ (6) 8d x 112" NAILS EACH LEG OF EACH ANGLE MAINTAIN 6" MIN. WIDTH STEMWALL w/ LEDGE (INCREASE TO 8" MIN. WIDTH FOR STEMWALL HEIGHT EXCEEDING 24") SEE BELOW FOR WALL w/ LEDGE 12"Ø ANCHOR BOLT (7" MIN EMBED) w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER @ 24" O.C. (23 4" FROM EDGES OF SILL / CONCRETE WALL) 2x8 MIN. SILL PLATE w/ 1" MAX. OVERHANG TOP-CHORD BEARING FLOOR TRUSSES BY SUPPLIER @ 19.2" O.C. MAX. DESIGNED FOR 112" OVERHANG VERIFY IF TRUSSES REQUIRE WIDER SILL PLATE FOR BRG CLOSER TO WEB (2) 2x8 BLOCKING BETWEEN TRUSSES #4 x 2'-0" DOWELS @ 72" O.C. w/ 5" MIN. EMBED 11'-1" MAX.NOTE WALL MAY BE POURED 8" THICK WITH #5 VERTICAL BARS @ 12" O.C. OR #6 VERTICAL BARS @ 18" O.C. EXTREME CARE IS TO BE TAKEN DURING BACKFILLING WITH TEMPORARY SHORING BY CONTRACTOR IF WALL IS POURED 8" THICK. Alexander Design Group 275 Lake Street East, Suite 102 Wayzata, MN, 55391 COPYRIGHT HANSON GROUP, LLC 2024© Project Number: Date: 3.622 S22Sheets: of 4 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. DescriptionDateRevision Print Name: Signed: License Number: Ryan Mack 46673Date: Single Family Residence 3600 Casco Avenue Orono, MN 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 Minnesota. 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 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com R O O M - I N - A T T I C T R U S S E S R O O M - I N - A T T I C T R U S S E S R O O M - I N - A T T I C T R U S S E S R O O M - I N - A T T I C T R U S S E S DASHED-DOT LINE INDICATES PRIMARY GIRDER TRUSS TYP. INDICATES SPAN DIRECTION OF TRUSSES BY SUPPLIER TYP. (2) 2x10 (3) 2x6 BEARING STUDS (3) 912" LVL (3) 2x10 (3) 2x10(3) 912" LVL (2) 1 1 7 8" L V L O R GI R D E R T R U S S (3) 912" LVL (3) 16" LVL (2) 2x8 HIGH (3) 714" LVL LOW (3) 2x10 (3) 912" LVL(2) 912" LVL (3) 2x10 (2) 1178" LVL(2) 1178" LVL(2) 1178" LVL(2) 2x12(2) 1 4 " L V L (2) 14" LVLINDICATES SPAN DIRECTION OF TRUSSES BY SUPPLIER TYP. DASHED-DOT LINE INDICATES PRIMARY GIRDER TRUSS TYP. (2) 2x10(2) 2x10(2) 2x10(2) 2 x 1 0 (3) 18" LVL (3) 14" LVL OR W8x21 (2) 14" LVL (3) 16" LVL (3) 117 8" LVL (3) 11 7 8" LVL (3) 16" LVL (3) 14" LVL(3) 1178" LVL(3) 16" LVL OR W10x22(3) 117 8" LVL (2) 1178" LVL(3) 18" LVL (3) 14" LVL (3) 18"LVL(2) 14" LVL(2) 912" LVL(3) 912"LVL(3) 2x6 BEARING STUDS 514" x 514" PSL POST 514" x 514" PSL POST (3) 912"LVLR=10k (HIGH CAPACITY GIRDER HANGER BY SUPPLIER) 312" x 514" PSL POST 312" x 11" CURVED GLULAM BEAM INDICATES WALLS ABOVE SUPPORTED BY FLOOR/BOBSLED TRUSSES BY SUPPLIER TYP. (3) 912" LVL w/ (2) 2x6 LVL CONTINUOUS PLATES ABOVE (2) 912" LVL 6x6 POST w/ STANDARD POST BASE & CAP TYP. REMAINING LANDING & STAIR FRAMING BY SUPPLIER TYP. SEE 2/S4 FOR STRUCTURAL STRINGER MAIN LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY 1 S2 REFERENCE PLAN PLAN NOTES: ·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN. (2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. ·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O. ·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS. ·SEE 2/S1 FOR WOOD BEAM CONNECTION TO FLUSH STEEL. UPPER LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY 2 S2 REFERENCE PLAN PLAN NOTES: ·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN. (2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. ·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O. ·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS. (2) 2 x 4 BLOCKING IN FIRST TRUSS SPACE & 2 x 4 BLOCKING LAID FLAT IN SECOND TRUSS SPACE - TOENAIL EACH END FOR STABILITY TRUSSES BY SUPPLIER 2x8 MIN. TREATED SILL PLATE w/ 112" MAX. OVERHANG (12) 0.131"Ø x 3" NAILS THRU SHEATHING TO BLOCKING 12"Ø ANCHOR BOLT (7" MIN EMBED) w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER @ 24" O.C. (23 4" FROM EDGES OF SILL / CONCRETE WALL) (2) 2x BLOCKING BETWEEN PERPENDICULAR BLOCKING WALL SECTION TYPICAL TOP OF WALL PARALLEL TO FRAMING TOP-CHORD BRG HEIGHT 5 S2 SIMPSON A35 CLIP BOTH SIDES OF BLOCKING w/ (6) 8d x 112" NAILS EACH LEG OF EACH CLIP SPACE BLOCKING @ 24" O.C. TYP. FOUNDATION WALL - SEE 3/S2 & 4/S2 FOR ANCHORS, SILL, & WALL INFO (6-FT)(6-FT)(6-FT)(6-FT)(16-FT)(6-FT)(6-FT)(10-FT) (5-FT) (5-FT) (5- F T ) (5- F T ) HATCHED WALLS INDICATE INTERIOR PLYWOOD/OSB SHEATHING BRACED WALL LOCATIONS TYP. (PROVIDE INCREASED FASTENING & CONNECTIONS TOP & BOTTOM AS SHOWN IN 5/S4) CROSS-HATCHED WALLS INDICATE INTERIOR GYPSUM SHEATHING BRACED WALL LOCATIONS TYP. (PROVIDE INCREASED FASTENING & CONNECTIONS TOP & BOTTOM AS SHOWN IN 5/S4) CROSS-HATCHED WALLS INDICATE INTERIOR GYPSUM SHEATHING BRACED WALL LOCATIONS TYP. (PROVIDE INCREASED FASTENING & CONNECTIONS TOP & BOTTOM AS SHOWN IN 5/S4) CONSTRUCT PORTAL FRAME AS SHOWN IN 1/S3 CONSTRUCT PORTAL FRAME AS SHOWN IN 1/S3 MIRRORED MITER-CUT BEAMS TOGETHER AT CORNER CONSTRUCT TALL SHEARWALL AS SHOWN IN 3/S3 CONSTRUCT PORCH RIGID SHEAR PANEL AS SHOWN IN 2/S3 CONSTRUCT PORCH RIGID SHEAR PANEL AS SHOWN IN 2/S3 SIM. & MIRRORED CONSTRUCT SHEARWALL AS SHOWN IN 4/S3 FRAME WALL BUMP OUT AS SHOWN IN 1/S4 SEE 6/S3 FOR CURVED BEAM CONNECTION AT EACH END CHIMNEY FRAMING BY CONTRACTOR TIED INTO ROOF SYSTEM FOR LATERAL STABILITY (4) 2x6 BEARING STUDS January 18, 2024 PORCH EXTERIOR WOOD WALL VAULTED TO 19'-107 8"± TO BE CONSTRUCTED AS FOLLOWS: ·(2) 2x6 LSL OR (1) 2x6 LVL @ 16" O.C. TYPICAL FULL HEIGHT WALL FRAMING (BALLOON FRAMED TO BOTTOM OF VAULT) ·PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS NOT TO EXCEED 10-FT ALONG HEIGHT OF WALL ·PROVIDE (1) 2x6 BEARING STUD & (2) 2x6 LSL/LVL FULL HEIGHT KING STUDS EACH SIDE OF OPENINGS ·INFILL FRAMING LESS THAN FOURTEEN FEET MAY BE SPF 2x6 @ 16" O.C. ·CHIMNEY FRAMING TIED INTO ROOF FRAMING FOR STABILITY BY CONTRACTOR ·PROVIDE TOP OF WALL LATERAL BRACE AT PEAK AND MID-HEIGHT OF VAULT AS SHOWN IN 3/S4 OR 4/S4 AS APPLICABLE GIRDER TRUSS OR W8x35 OR W10x22 PROVIDE SEPARATE BEARING FOR 117 8" LVL BEAM 2-22-24 Plan Changes2-22-241 GIRDER TRUSS OR (2) 117 8" LVL PROVIDE DOUBLE STUDS FOR ATTACHMENT OF BOTH STRAP & HOLDOWN (MAY USE BEARING/KING STUDS AS REQ'D) SIMPSON MSTC52 STRAPS CENTERED ON FLOOR SYSTEM AT LOCATIONS SHOWN (PROVIDE 2x BLOCKING IN FLOOR SPACE AS REQ'D) SIMPSON HTT5 HOLDOWN ANCHOR NAILED TO DOUBLE STUDS w/ 12"Ø x 12" LONG SIMPSON TITEN HD SCREW-IN ANCHOR INTO CONCRETE 2x6 @ 16" O.C. TYPICAL WALL CONSTRUCTION (BALLOON FRAMED TO BOTTOM OF VAULT) (2) 2x6 BEARING STUDS & (2) 2x6 FULL HEIGHT KING STUDS PROVIDE 2x6 BLOCKING AT INTERVALS NOT GREATER THAN 10-FT APART ALONG HEIGHT OF WALL FASTEN TRUSS ABOVE w/ 0.131"Ø x 3" TOENAILS @ 6" O.C. HATCHED AREA INDICATES 7 16" OR THICKER PLYWOOD/OSB EXTERIOR SHEATHING FASTENED TO STUDS w/ 8d NAILS @ 4" O.C. AT PANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS PROVIDE TOP OF WALL LATERAL ABOVE KING STUDS & PEAK OF VAULT AS SHOWN IN 3/S4 OR 4/S4 AS APPLICABLE PROVIDE DOUBLE STUDS AT EACH END OF SHEARWALL (MAY USE BEARING/KING STUDS AS REQ'D) FASTEN BOTTOM PLATE w/ (3) 16d NAILS EVERY 16" (1) 2x6 BEARING STUD & (2) 2x6 FULL HEIGHT KING STUDS HEADER SHOWN ON PLAN w/ CONTINUOUS PLATE ABOVE & BELOW TYP. 3 S3 FRAMING DETAIL NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL UNLESS NOTED/SHOWN OTHERWISE. TALL PERFORATED SHEARWALL SIMPSON HTT5 HOLDOWN ANCHOR NAILED TO DOUBLE STUDS w/ 12"Ø x 15" LONG SIMPSON TITEN HD SCREW-IN ANCHOR INTO CONCRETE SEE PLAN & FRAMING NOTES FOR HEADER & BEARING/KING STUDS HATCHED AREA INDICATES 7 16" OR THICKER PLYWOOD/OSB EXTERIOR SHEATHING FASTENED TO STUDS w/ 8d NAILS @ 4" O.C. AT PANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS TYPICAL 2x6 STUDS @ 16" O.C. PROVIDE DOUBLE STUDS AT END OF SHEARWALL FASTEN EACH TRUSS ABOVE w/ (3) 0.131"Ø x 3" TOENAILS FASTEN BOTTOM PLATE w/ (3) 16d NAILS EVERY 16" S3 FRAMING DETAIL SHEARWALL 4 1'-4"±8'-0" MIN. SINGLE SHEETSIMPSON LCE4 POST CAP SIMPSON BC6 POST CAP 6x6 POST CROSS HATCH AREAS INDICATES 7 16" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDES OF POSTS TYP. (NAIL SHEATHING AROUND PERIMETER w/ (2) ROWS 8d NAILS @ 3" O.C. STAGGERED) SIMPSON BC6 POST CAP LENGTH OF CONTINUOUS HEADER SEE PLAN FOR CONTINUOUS HEADER NAIL SHEATHING TO HEADER w/ 8d NAILS @ 3" O.C. EA. WAY TYP. SIMPSON ABU66 POST BASE w/ 5 8"Ø x 8" SIMPSON TITEN HD SCREW-IN ANCHOR TYP. (2) 2x6 BLOCKING AT BOTTOM OF PANEL 2x SOLID BLOCKING REQUIRED AT SHEATHING JOINT S3 FRAMING DETAIL PORCH RIGID SHEAR PANEL 2 NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL UNLESS NOTED/SHOWN OTHERWISE. LARGER HATCHED AREA INDICATES 7 16" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS w/ STANDARD 6"/12" NAILING PATTERN FASTEN EACH TRUSS ABOVE w/ (4) 0.131"Ø x 3" TOENAILS & SIMPSON H2.5 CLIP S3 FRAMING DETAIL GARAGE FRONT PORTAL FRAME 1 9'-2"± FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d SINKER NAILS @ 3" O.C. (1) 2x6 BEARING STUD & (1) 2x6 FULL HEIGHT KING STUD AT END OF HEADER LOCATE PANEL JOINT WITHIN 2'-0" FROM CENTER OF HEADER HEIGHT AS REQ'D (2x SOLID BLOCKING REQUIRED AT SHEATHING JOINT) (2) 2x6 BEARING STUDS MIN.SIMPSON STHD14 EMBEDDED HOLDOWN ANCHOR AT LOCATIONS SHOWN (REFER TO 5/S3 FOR ALTERNATIVE OPTION) FOUNDATION WALL BELOW LENGTH OF CONTINUOUS HEADER (2) 5 8" Ø ANCHOR BOLTS (7" MIN. EMBED) w/ 2" x 2" x 3 16" PLATE WASHERS NAIL SHEATHING TO HEADER w/ 8d NAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 7 16" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS (NAIL SHEATHING AROUND PERIMETER w/ (2) ROWS 8d NAILS @ 3" O.C. STAGGERED & TO PLATES / BLOCKING @ 3" O.C.) SIMPSON MSTC40 STRAP ON INSIDE FACE OF WALL (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS) FASTEN KING STUD TO HEADER w/ (2) ROWS 16d SINKER NAILS @ 3" O.C. TYP. 2'-5"± SEE PLAN FOR CONTINUOUS HEADER PROVIDE 2x6 INFILL WALL ABOVE HEADER AS REQ'D LARGE HATCH AREA INDICATES 7 16" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS w/ STANDARD 6"/12" NAILING 9'-438"±SIMPSON MSTC40 STRAP ON INSIDE FACE OF WALL (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS) (2) 2x6 BEARING STUDS & (2) 2x6 FULL HEIGHT KING STUDS AT END OF HEADER FASTEN EACH TRUSS ABOVE w/ (4) 0.131"Ø x 3" TOENAILS & SIMPSON H2.5 CLIP Alexander Design Group 275 Lake Street East, Suite 102 Wayzata, MN, 55391 COPYRIGHT HANSON GROUP, LLC 2024© Project Number: Date: 3.622 S33Sheets: of 4 DescriptionDateRevision Print Name: Signed: License Number: Ryan Mack 46673Date: Single Family Residence 3600 Casco Avenue Orono, MN 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 Minnesota. 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com (3) 117 8" LVL DROPPED CANTILEVERED BEAM 312" x 11" CURVED GLULAM BEAM HANG CURVED GLULAM BEAM FROM FLUSH BEAM w/ SIMPSON THAC422 HANGER (SHOWN TO THE RIGHT) SEE PLAN FOR FLUSH BEAM 6 S3 FRAMING DETAIL CURVED BEAM CONNECTION CONCRETE FOUNDATION BELOW SIMPSON HTT5 HOLDOWN ANCHOR AT LOCATIONS SHOWN w/ 12"Ø x 12" LONG SIMPSON TITEN HD SCREW-IN ANCHOR POST-INSTALLED HOLDOWN OPTION 5 S3 FRAMING DETAIL 2 x BEARING PLATE FASTENED TO BEAM FLANGE w/ 12"Ø BOLTS @ 48" O.C. STAGGERED ON EA. SIDE - OMIT AT MECHANICAL RUNS AS REQ'D STEEL BEAM - SEE PLAN (SIM. w/ LVL OPTIONS) S3 FRAMING DETAIL STEEL BEAM PARALLEL w/ FLOOR SYSTEM LATERAL BRACING TYP. 7 2 x BLOCKING BETWEEN TRUSSES RIPPED TO FIT DEPTH @ 48" O.C. w/ SIMPSON A35 CLIP TO BEAM TOP PLATE ONE SIDE AND TYPICAL FLOOR SHEATHING FASTENING FLOOR TRUSSES BY SUPPLIER IF FLOOR TRUSS SPACING OF MAX. 19.2" O.C. IS NOT MAINTAINED AT STEEL BEAM, THEN PROVIDE 2x RIPPED MEMBER OVER BEAM FOR SHEATHING SUPPORT January 18, 2024 1'-4"± 2-22-24 Plan Changes2-22-241 Primary Suite S4 STEEL DETAIL STEEL STRUCTURAL STAIR STRINGER 2 PROVIDE FULL PENETRATION WELD AT ANGLED JOINTC8x18.75 OR MC7x19.1 STEEL CHANNEL STRUCTURAL STAIR STRINGER BOLT WOOD STRINGER TO SUPPORT STAIR TREADS FASTENED TO STRUCTURAL STRINGER w/ 12" Ø BOLTS @ 12" O.C. MAX. WELD/FASTEN BEAM HANGER DIRECTLY TO STEEL CHANNEL PROVIDE (2) BEARING STUDS BELOW CHANNEL & BLOCK SIDES OF CHANNEL SOLID IN LANDING TO PREVENT ROTATION PROVIDE (2) BEARING STUDS BELOW CHANNEL & BLOCK SIDES OF CHANNEL SOLID IN WALL TO PREVENT ROTATION PROVIDE FULL PENETRATION WELD AT ANGLED JOINT WELD/FASTEN BEAM HANGER DIRECTLY TO STEEL CHANNEL SIMPSON MSTC28 STRAP AT CORNERS (SHOWN ABOVE)A FASTEN NEAREST TRUSS w/ SIMPSON A35 FRAMING ANGLE B SIMPSON LSTA18 STRAP FASTENING RIM TO STUDS @ 32" O.C. MAX. SOLID PIECE OF 3 4" PLYWOOD/OSB AT SIDE OF BUMP OUT AS HATCHED 2x8 JOISTS @ 16" O.C. (JOIST HANGERS NOT SHOWN FOR CLARITY) (3) 714" LVL OUTER BEAM (6) 4" LONG SIMPSON SDWS TIMBER SCREWS THROUGH PLYWOOD/OSB INTO END GRAIN OF BEAM SECTION VIEW S4 FRAMING DETAIL WALL BUMP OUT 1 SIMPSON A35 FRAMING ANGLE TOP AND BOTTOM OF OUTER 2x6 STUD SOLID PIECE OF 3 4" PLYWOOD/OSB EACH SIDE OF BUMP OUT POCKETED INTO 2x6 FULL HEIGHT WALL & FASTENED AROUND PERIMETER w/ (2) STAGGERED ROWS OF NAILS, EACH AT 6" O.C. (2) 2x6 STUDS FULL HEIGHT GLUED & NAILED TO INSET PLYWOOD/OSB (3) 2x6 BEARING STUDS (FLUSH BEAM ABOVE NOT SHOWN) B - JOIST PLAN SIMPSON MSTC28 STRAP AT CORNERS 2x8 JOISTS @ 16" O.C. (3) 714" LVL OUTER BEAM 2x8 INNER RIM SIMPSON MSTC28 STRAP AT CORNERS A - WALL PLAN SIMPSON A35 FRAMING ANGLE TOP AND BOTTOM OF OUTER 2x6 STUD SOLID PIECE OF 3/4" PLYWOOD/OSB EACH SIDE OF BUMP OUT POCKETED INTO 2x6 FULL HEIGHT WALL & FASTENED AROUND PERIMETER w/ (2) STAGGERED ROWS OF NAILS, EACH AT 6" O.C. (2) 2x6 STUDS FULL HEIGHT GLUED & NAILED TO INSET PLYWOOD/OSB 1'-0"± Alexander Design Group 275 Lake Street East, Suite 102 Wayzata, MN, 55391 COPYRIGHT HANSON GROUP, LLC 2024© Project Number: Date: 3.622 S44Sheets: of 4 DescriptionDateRevision Print Name: Signed: License Number: Ryan Mack 46673Date: Single Family Residence 3600 Casco Avenue Orono, MN 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 Minnesota. 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com BRACED WALL PERPENDICULAR TO FRAMING NAIL BOTTOM PLATE TO BLOCKING w/ (3) 16d NAILS EVERY 16" PROVIDE FULL DEPTH BLOCKING BETWEEN FLOOR TRUSSES NAIL BOTTOM PLATE TO BLOCKING w/ (3) 16d NAILS EVERY 16" PROVIDE FLOOR TRUSS DIRECTLY IN LINE w/ BRACED WALL PANEL BRACED WALL PARALLEL WITH FRAMING ROOF TRUSSES BRACED WALL PANEL FLAT 2x6 @ 24" O.C. (MIN. (3) PER BRACED WALL PANEL) SIMPSON A35 FRAMING ANGLE EACH END (4) 0.131"Ø x 3" NAILS BRACED WALL PANEL (4) 0.131"Ø x 3" NAILS FLOOR TRUSSES FLAT 2x6 @ 24" O.C. (MIN. (3) PER BRACED WALL PANEL) BRACED WALL PANEL (4) 0.131"Ø x 3" NAILS SIMPSON LTP4 FRAMING PLATE EACH END FLOOR TRUSSES FLAT 2x6 @ 24" O.C. (MIN. (3) PER BRACED WALL PANEL) BRACED WALL CONNECTION BRACED WALL CONNECTION (ROOF TRUSSES) (FLOOR TRUSSES) DETAILS SHOWN HERE ARE ALTERNATIVE CONNECTIONS TO BE USED WHEN BRACED WALL PANEL DOES NOT ALIGN WITH FRAMING. 5 S4 FRAMING DETAILS INTERIOR BRACED WALL FASTENING SEE PLANS FOR LOCATIONS NAIL EACH TRUSS TO TOP PLATE w/ (3) 8d TOENAILS PROVIDE FLOOR TRUSS DIRECTLY IN LINE w/ BRACED WALL PANEL FASTENED TO PLATES w/ 8d TOENAILS @ 6" O.C. PROVIDE FULL DEPTH BLOCKING BETWEEN FLOOR TRUSSES NAILED TO TOP PLATES w/ (3) 8d NAILS EACH 2x4 BLOCKING BETWEEN ROOF TRUSSES NAILED TO TOP PLATES w/ (3) 8d NAILS EACH PROVIDE TRUSS DIRECTLY IN LINE w/ BRACED WALL PANEL FASTENED TO PLATES w/ 8d TOENAILS @ 6" O.C. ROOF TRUSS ABOVE PANEL FLOOR TRUSS ABOVE PANEL FLOOR TRUSS BELOW PANEL ROOF TRUSS ABOVE PANEL FLOOR TRUSS ABOVE PANEL FLOOR TRUSS BELOW PANEL SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE, TO FLOOR TRUSSES ABOVE AND BELOW, AND TO CONCRETE BELOW. THESE PANELS ARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT. NAIL BOTTOM PLATE w/ (3) 16d NAILS EVERY 16" (OR AS SHOWN TO THE RIGHT IF REQ'D) FASTEN PLATE w/ 14" CONCRETE SCREWS OR POWDER ACTUATED 0.145" WASHERED PINS @ 16" O.C. w/ 1" EMBEDMENT IN CONCRETE SIMPSON LTP4 FRAMING PLATE EACH END (MIN. LENGTH)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES w/ 5d COOLER NAILS OR TYPE S/W WALLBOARD SCREWS (5 8" MINIMUM STUD PENETRATION) @ 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. INDICATES INTERIOR BRACED WALL PANEL w/ PLYWOOD/OSB SHEATHING ON ONE SIDE IN ACCORDANCE w/ FRAMING NOTE 6. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. (MIN. LENGTH) S4 FRAMING DETAIL LATERAL BRACING KICKERS AT GABLE ENDS USE w/ TRUSS DEPTH GREATER THAN 24" 4 SIMPSON A35 FRAMING ANGLE ONE SIDE OF BLOCKING ROOF TRUSSES BY SUPPLIER @ 24" O.C. MAX. NAIL SHEATHING TO BLOCKING/TRUSSES w/ (6) ADDITIONAL 0.131 Ø x 3" LONG NAILS PROVIDE 2x4 MIN BLOCKING TOP & BOTTOM OF TRUSSES INSTALL w/ TOE NAILS EACH END FOR STABILITY 3/4" PLYWOOD/OSB ONE SIDE OF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOM OR 1/2" PLYWOOD/OSB EACH SIDE OF BLOCKING EACH w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOM S4 FRAMING DETAIL LATERAL BRACING BLOCKING AT GABLE ENDS USE w/ TRUSS DEPTH UP TO 24" 3 (2) 2x6 BRACING FASTENED TOGETHER w/ (2) ROWS OF NAILS @ 6" O.C. STAGGERED FROM BOTH SIDES - ADD THIRD PLY AND USE LSL/LVL MATERIAL WHERE KICKERS EXCEED 16 FT (2) 2x4 BLOCKING IN (1) TRUSS SPACE - TOENAIL EACH END - ADD THIRD PLY WHERE KICKERS EXCEED 16 FT ROOF SHEATHING (12) 0.131" NAILSSIMPSON MTS16 TWIST STRAP EACH SIDE OF BRACING SIMPSON A35 CLIP EACH SIDE OF GABLE BRACING 20° - 40° ROOF TRUSSES BY MANUFACTURER @ 24" O.C. MAX. (2) 2 x 6 TOP PLATES 2x6 STRONG BACK WHERE KICKERS EXCEED 12'-0" January 18, 2024 1-18-24 screen porch gable wall Primary Closet Bump Out