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Alexander Design Group <br />275 Lake Street East, Suite 102 <br />Wayzata, MN, 55391 <br />COPYRIGHT HANSON GROUP, LLC 2024© <br />January 18, 2024 <br />Project Number: <br />Date: <br />3.622 S11Sheets: of 4 <br />PLANS SHOWN LIGHT IN BACKGROUND ARE FOR <br />LOCATION REFERENCE ONLY. PLAN NOTES AND <br />ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY <br />SUPPORT THE HANSON GROUP'S DESIGN. <br />DescriptionDateRevision <br />Print Name: <br />Signed: <br />License Number: <br />Ryan Mack <br />2-22-24 46673Date: <br />Single Family Residence <br />3600 Casco Avenue <br />Orono, MN <br />I 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 />BUILDER IS REQUIRED TO SEND FINAL TRUSS <br />LAYOUT DRAWINGS TO THE HANSON GROUP <br />PRIOR TO CONSTRUCTION FOR VERIFICATION OF <br />LOAD PATHS AND FRAMING SIZES LISTED <br />ABBREVIATIONS <br />TYP. = TYPICAL <br />SIM. = SIMILAR <br />U.N.O. = UNLESS NOTED OTHERWISE <br />O.C. = ON CENTER <br />= CONTINUOUS OVER <br />PROJECT SCOPE <br />DESIGN OF CAST-IN-PLACE CONCRETE, STEEL, AND WOOD FRAMING FOR A PROPOSED RESIDENCE. CONSTRUCTION IS TO BE DONE IN <br />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 ALEXANDER DESIGN GROUP FOR MORE <br />INFORMATION. <br />2. IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO THE HANSON GROUP FOR <br />REVIEW. PROVIDE FINAL TRUSS LAYOUTS TO THE HANSON GROUP PRIOR TO CONSTRUCTION AND MATERIAL ACQUISITION. <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 <br />HANSON GROUP IF DISCREPANCIES ARISE. <br />5. MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. <br />FOUNDATION NOTES <br />1. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN <br />ACCORDANCE WITH THE CODE. <br />2. INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH END AS APPLICABLE. <br />3. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARS FOR ALL HORIZONTAL <br />BARS AT WALL CORNERS AND INTERSECTIONS. <br />4. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. <br />5. BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO FROST DEPTH (4'-0" MINIMUM). <br />6. PRIOR TO BACKFILLING, HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY FLOOR SYSTEM AT TOP AND SLAB AT <br />BOTTOM OR BY ADEQUATE TEMPORARY BRACING. <br />7. RETAINING WALL TYPE FOUNDATIONS RELY ON THE SLAB-ON-GRADE FLOOR FOR LATERAL SUPPORT. SLAB IS TO BE IN PLACE PRIOR <br />TO BACKFILLING, OR ADEQUATE TEMPORARY LATERAL BRACING IS TO BE INSTALLED. BULKHEAD STEP FOOTINGS, DO NOT JUMP <br />FOOTINGS AT THESE LOCATIONS. <br />8. SITE ELEMENTS INCLUDING RETAINING WALLS ARE NOT INCLUDED IN THE SCOPE OF THESE DRAWINGS. <br />FRAMING NOTES <br />1. ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE. (2) 2x10 MEMBERS SHOWN MAY BE SUBSTITUTED <br />WITH (2) 1¾" x 7¼" LVL OR (3) 1¾" x 5½" LVL AS REQUIRED. <br />2. ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH END AND TWO AT <br />INTERMEDIATE SUPPORTS. ALL 2-PLY LSL/LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TO HAVE A MINIMUM OF TWO BEARING <br />STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. 3-PLY LSL/LVL MEMBERS ARE TO HAVE A MINIMUM OF THREE BEARING <br />STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. ADDITIONAL BEARING STUDS ARE NOT REQUIRED FOR LSL/LVL <br />SUBSTITUTED FOR STANDARD SAWN LUMBER. ALL BEARING ABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIER IS <br />TO VERIFY GIRDER TRUSS BEARING LENGTH AND SUPPORT REQUIREMENTS. <br />3. ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END. EXTERIOR OPENINGS GREATER <br />THAN EIGHT FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS <br />NOTED. EXTERIOR OPENINGS GREATER THAN FOURTEEN FEET IN WIDTH ARE TO HAVE A MINIMUM OF THREE FULL HEIGHT KING <br />STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. FOR CONTINUOUS BEAM CONDITIONS, SPAN IN DETERMINING NUMBER OF <br />KING STUDS IS THE FULL LENGTH OF THE HEADER. <br />4. ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POST CAPS, AND POST <br />BASES. <br />5. CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS. <br />6. ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICH MEETS OR <br />EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 WSP AND CS-WSP. <br />A. 2x6 OR 2x8 STUDS SPACED @ 16" O.C. <br />B. WALL SHEATHING: <br />7 16" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT <br />INTERMEDIATE SUPPORTS OR 13 4" 16 GAUGE STAPLES @ 3" / 6" SPACING. <br />7. ALL 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: <br />12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. OR TYPE S/W <br />WALLBOARD SCREWS @ 16" O.C. MAX. (5 8" MINIMUM STUD PENETRATION) <br />8. ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. <br />A. FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C. <br />B. FLOOR SHEATHING: <br />3 4" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT <br />INTERMEDIATE SUPPORTS. <br />9. ALL ROOFS ARE TO BE 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 SIMPSON H2.5 CLIPS OR EQUIVALENT AND (4) 0.131"Ø x 3" TOENAILS. <br />C. ROOF SHEATHING: <br />12" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT <br />INTERMEDIATE SUPPORTS OR 13 4" 16 GAUGE STAPLES @ 3" / 6" SPACING. <br />D. PROVIDE FULL DEPTH BLOCKING BETWEEN TRUSSES AT ENERGY HEELS FOR PERIMETER ROOF SHEATHING NAILING OR TOP <br />AND BOTTOM BLOCKING SHEATHED PER FRAMING NOTE 6. <br />10. ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION. <br />11. STEEL COLUMN TOP AND BOTTOM PLATES (R = 40 KIPS) ARE BY THE MANUFACTURER. STEEL SHEAR CLIP CONNECTIONS (R = 20 <br />KIPS UNLESS NOTED OTHERWISE) ARE BY THE MANUFACTURER. <br />12. STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ½" DIAMETER BOLTS STAGGERED EACH SIDE OF WEB AT <br />48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATE THICKNESS AS REQUIRED FOR TOP FLANGE HANGERS. BEAM TOP <br />FLANGE / PLATE TO BE BRACED LATERALLY BY FLOOR SYSTEM AT 48" O.C. MAX AND AT ENDS TYP. FOR FLUSH FLOOR FRAMING <br />CONNECTIONS, BLOCK WEB SPACE SOLID w/ LUMBER TIGHT BETWEEN FLANGES AND BOLT THROUGH WEB w/ 12"Ø BOLTS AT 24" O.C. <br />STAGGERED. <br />13. CUT PSL POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL OR CRUSHING MAY OCCUR. FASTEN STEEL BEAMS TO PSL <br />POSTS w/ (4) 5 16" x 6" STRUCTURAL WOOD SCREWS. AT BOTTOM, PSL TO BEAR DIRECTLY ON CONCRETE. IF UNTREATED, WRAP <br />BOTTOM w/ MEMBRANE. <br />14. VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS. <br />15. ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1). <br />16. ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING TO BE FASTENED TO SHEATHING / GYP BOARD AS <br />NOTED ABOVE (12" O.C. MAX. AT EXTERIOR AND 16" O.C. MAX. AT INTERIOR). <br />17. A BRACED WALL REVIEW HAS BEEN PERFORMED. DUE TO FULL ENGINEERING PROVIDED, EXTERIOR BRACED WALLS ARE NOT <br />SHOWN FOR CLARITY, BUT ARE COVERED BY CONTINUOUS SHEATHING AND CONNECTIONS NOTED ABOVE. INTERIOR BRACED WALL <br />ELEMENTS AND CONNECTIONS ARE SHOWN IN THESE DRAWINGS, AS WELL AS ENGINEERED WIND RESISTING ELEMENTS THAT DO <br />NOT MEET PRESCRIPTIVE CODE REQUIREMENTS. <br />18. THE COVERED PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL STRUCTURE AND IS EXCLUDED FROM THE <br />OVERALL MAIN WINDFORCE RESISTING SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS. <br />19. TALL WALL FRAMING IS DESIGNED TO AN H/180 DEFLECTION CRITERIA AT A MINIMUM. <br />20. TRUSS SUPPLIERS DESIGNING ELEMENTS TO SUPPORT VENEER ARE TO USE 1.5 X DEAD LOAD PLUS LIVE LOAD AND L/600 <br />DEFLECTION CRITERIA TO RESIST LONG TERM CREEP AND FINISHED MATERIAL DISTRESS. SIMILAR DESIGN REQUIREMENTS <br />PERTAIN TO TRUSSES SUPPORTING HEARTH / MANTLE STONE OR CONCRETE MATERIALS. <br />MATERIALS <br />CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED <br /> ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE <br />AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE) <br />CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYS <br />REINFORCING STEEL: ASTM A615 GRADE 60 <br />AGGREGATE: FOOTINGS - 112" MAX <br /> WALLS/SLABS- 3 4" MAX <br />ON-SITE SOIL: SAND-CLAY (GROUP II) ASSUMED <br />- IF PREDOMINATELY CLAY SOILS ARE FOUND, BACKFILL w/ SAND FULL HEIGHT:geq = 45 PSF/FT (ACTIVE) <br />BACKFILL SOIL: SAND (GROUP I) TO BE USED WHERE NOTED:geq = 30 PSF/FT (ACTIVE) <br />ALLOWABLE SOIL <br />BEARING PRESSURE: 2,000 PSF (ASSUMED) <br />WALL STUDS (10' OR LESS): SPF STUD GRADE OR BETTER <br />WALL STUDS (OVER 10'): SPF NO.2 GRADE OR BETTER <br />DIMENSIONAL LUMBER: SPF NO.2 GRADE OR BETTER <br />TREATED LUMBER: SYP NO.2 GRADE OR BETTER <br />2x6 LSL STUDS:112" WIDTH - 1.3E OR BETTER <br />2x8 LSL STUDS:112" WIDTH - 1.5E OR BETTER <br />LSL BEAMS: 1 <br />3 4" WIDTH - 1.55E OR BETTER <br />LVL: 1 <br />3 4" WIDTH - 1.9E OR BETTER <br />PSL: 1.8E OR BETTER <br />GLULAM: 2600Fb-V4 OR BETTER <br />STRUCTURAL STEEL: PLATES/MISC - ASTM A36 (Fy = 36KSI) <br />TUBES - ASTM A500 Gr. B (Fy = 46 KSI) <br />W SECTIONS - ASTM A992 (Fy = 50 KSI) <br />LOADS <br />ROOF LIVE LOAD: 35 PSF (SNOW) <br />ROOF DEAD LOAD: 15 PSF <br />FLOOR LIVE LOAD: 40 PSF <br />FLOOR DEAD LOAD: 15 PSF <br />STONE VENEER: 82 PSF <br />WIND LOAD: 115 MPH ULTIMATE EXP. C <br />CODE <br />2020 MINNESOTA RESIDENTIAL CODE <br />5851 Cedar Lake Road <br />Suite 202 <br />St. Louis Park, MN 55416 <br />Tel 612-708-3572 <br />www.hansongroupmn.com <br /> WALL SECTION 6 <br />S1 FROST DEPTH <br />FOUNDATION WALL <br />#4 x 2'-0" DOWELS <br />@ 72" O.C. <br />(5" MIN. EMBED) <br />SLAB-ON-GRADE <br />#4 HORIZ. BAR AT <br />TOP OF WALL <br />8" MIN. C.I.P. <br />CONCRETE WALL <br />SLOPE GRADE AWAY <br />FROM FOUNDATION <br />MAINTAIN 6" MIN. <br />STEM WALL <br />2" WIDE LEDGE <br />12"Ø x 10" LONG ANCHOR <br />BOLTS (7" MIN. EMBED) <br />@ 72" O.C. MAX. <br />FRAME WALL ABOVE <br />6" <br />MIN. <br />20" MIN. WIDE x 8" MIN. <br />THICK CONCRETE FOOTING <br />CENTERED UNDER WALL <br />(LOWER FOR FROST AS REQ'D)(3) 1178" LVL(2) 2x8 (2) 2x12 <br />(2) 2x12 <br />GIRDER TRUSS(3) 117 8" LVL <br />(3) 14" LVL <br />(2) 912" LVL(3) 912" <br />LVL W12x35 OR W14x30 W12x106 OR W14x82 OR W16x67(3) 16" LVLOR W10x22514" x 7" <br />PSL POST <br />BEAR 4" OVER <br />CONCRETE ON <br />TREATED PLATE IN <br />BEAM POCKET SEPARATE <br />514" x 514" PSL <br />POST FOR <br />EACH BEAM <br />BEAR 4" MIN. <br />ON TREATED <br />SILL PLATE <br />CONCRETE PAD FOOTING SCHEDULE <br />MARK FOOTING SIZE REINFORCEMENT EACH WAY <br />F1 2'-6" x 2'-6" x 8"#5 BARS @ 12" O.C. <br />F1 <br />ALTERNATE 2'-6" x 2'-6" x 1'-0"NONE <br />F2 3'-0" x 3'-0" x 12"#5 BARS @ 12" O.C. <br />F3 3'-6" x 3'-6" x 12" <br />#5 BARS @ 12" O.C. <br />F4 4'-0" x 4'-0" x 12"#5 BARS @ 12" O.C. <br />F5 5'-0" x 5'-0" x 12" <br />#5 BARS @ 12" O.C. <br />LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING <br />F5 F2 <br />F2 <br />F2 <br />F2 <br />F2 <br />F1 <br />F1 <br />F4 <br />F2 <br /> WALL SECTION 7 <br />S1 HEIGHT TRANSITION <br />FOUNDATION WALL1'-0"MAX.SLAB-ON-GRADE <br />#4 HORIZ. BAR <br />AT TOP OF WALL <br />8" MIN. C.I.P. <br />CONCRETE WALL <br />20" WIDE x 8" DEEP <br />FOOTING CENTERED <br />UNDER WALL <br />OPTIONAL STEMWALL <br />w/ SLAB LEDGE <br />#4 x 1'-6" DOWELS <br />@ 36" O.C. <br />(5" MIN. EMBED) <br />SLAB-ON-GRADE <br />2'-0" MIN. LAP 2'-0" MIN. LAP <br /> WALL SECTION <br />REINFORCED STOOP SLAB <br />ALONG STAIRWAY <br />5 <br />S118" MIN.EMBED18" MIN.EMBEDSTANDARD 10" STOOP <br />FOUNDATION WALL <br />POURED SIM. TO 6/S1 <br />FOUNDATION <br />WALL PER 3/S2 <br />SLAB-ON-GRADE <br />#4 HOOKS @ 24" O.C.#4 HOOKS @ 24" O.C. <br />#4 BARS IN SLAB @ 24" O.C. <br />ALIGNED w/ HOOKS <br />LANDING AND <br />STAIR FRAMING <br />BY SUPPLIER TYP. <br />PROVIDE MIN. 20" x 8" <br />CONCRETE STRIP <br />FOOTINGS UNDER ALL <br />INTERIOR BEARING WALLS <br />S15LOWER LEVEL PLAN SHOWN FOR <br />LOCATION REFERENCE ONLY <br />1 <br />S1 <br />REFERENCE PLAN <br />PLAN NOTES: <br />·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN. <br />(2) 2x8 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. <br />·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O. <br />·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS. <br />·SEE 2/S1 FOR WOOD BEAM CONNECTION TO FLUSH STEEL AND SEE 7/S3 <br />FOR BRACING OF STEEL BEAM PARALLEL WITH FLOOR FRAMING. <br />BLOCK SOLID w/ LSL/LVL MATERIAL <br />TIGHT BETWEEN TOP AND BOTTOM <br />FLANGES EXTENDED 12" BEYOND <br />LSL/LVL BEAM EACH WAY FASTENED <br />TO STEEL BEAM WEB w/ (2) 12"Ø BOLTS <br />EACH SIDE OF LSL/LVL FOR STABILITY <br />HANGER BY SUPPLIER <br />S1 <br />FRAMING DETAIL <br />WOOD BEAM TO STEEL <br />BEAM CONNECTION <br />2 <br />6" <br />MIN. <br />SLAB-ON-GRADE 9'-4" MAX.VERT. BAR OPTIONS: <br />#5 BARS @ 24" O.C. OR <br />#6 BARS @ 36" O.C. <br />12" MIN. C.I.P. <br />CONCRETE WALL <br />SIMPSON A35 FRAMING <br />ANGLE EITHER SIDE OF <br />TRUSS w/ (6) 8d x 112" NAILS <br />EACH LEG OF ANGLE AND <br />(3) 8d TOENAILS <br />2" <br />FLOOR TRUSSES BY <br />SUPPLIER @ 19.2" O.C. MAX. <br />(TO BE DESIGNED FOR <br />PLATE OVERHANG) <br />SEE 4/S1 FOR TOP OF WALL <br />CONNECTIONS AT FLOOR <br />NON-BEARING WALL <br />#4 x 2'-0" DOWELS @ 72" O.C. <br />(5" MIN. EMBED) <br />20" WIDE x 8" DEEP MIN. <br />CONCRETE STRIP FOOTING <br />#4 HORIZ. BARS @ 24" O.C. <br />SLOPE GRADE AWAY <br />FROM FOUNDATION <br />2x8 MIN. SILL PLATE w/ <br />112" MAX. OVERHANG <br />12"Ø ANCHOR BOLT (7" MIN EMBED) <br />w/ NUT & 18" THICK x 2" Ø OR <br />SQUARE WASHER @ 36" O.C. <br />(PLACE SUCH THAT 23 4" EDGE DISTANCE <br />IS MAINTAINED TO BOTH OUTSIDE OF <br />CONCRETE & INSIDE OF SILL PLATE) <br />MAINTAIN 6" MIN. WIDTH <br />STEMWALL w/ LEDGE <br />(INCREASE TO 8" MIN. <br />WIDTH FOR STEMWALL <br />HEIGHT EXCEEDING 24") <br />WALL SECTION <br />FULL HEIGHT FOUNDATION WALL <br />3 <br />S1 <br /> WALL SECTION <br />TYPICAL TOP OF WALL <br />PARALLEL TO FRAMING <br />4 <br />S1 <br />w/ (12) ADDITIONAL 0.131 Ø x 3" LONG NAILS <br />PROVIDE 2 x 4 MIN BLOCKING TOP & <br />BOTTOM OF TRUSSES AS REQUIRED TO <br />ACHIEVE NAILING SHOWN (MIN. 2 SPACES) <br />INSTALL w/ TOE NAILS EACH END FOR <br />STABILITY <br />3/4" PLYWOOD/OSB ONE SIDE OF <br />BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS <br />TOP & BOTTOM OR 1/2" PLYWOOD/OSB <br />EACH SIDE OF BLOCKING EACH w/ (6) <br />0.131 Ø x 3" LONG NAILS TOP & BOTTOM <br />NAIL SHEATHING TO BLOCKING/TRUSSES <br />OPTIONAL OPEN <br />SPACE AS SHOWN <br />OR SHIFT FULL <br />HEIGHT BLOCKING <br />0.131 Ø x 3" LONG <br />NAILS @ 6" O.C. <br />(6) 0.131 Ø x 3" LONG <br />TOP NAILS THROUGH <br />BOTTOM CHORD TO <br />SILL EACH SIDE OF <br />BLOCKING <br />FOUNDATION <br />WALL - SEE 3/S1 <br />FOR ANCHORS, <br />SILL, & WALL INFO <br />IF REQUIRED, <br />PROVIDE 2x4 MIN. <br />SPACERS UNTIL <br />SPACES IN WHICH <br />FULL HEIGHT <br />BLOCKING CAN BE <br />INSTALLED, TOE NAIL <br />TO FLOOR MEMBERS <br />FOR STABILITY <br />SPACE BLOCKING <br />@ 36" O.C. TYP. <br />HAND FRAME LADDER ON-SITE w/ 2x6 <br />MATERIAL OR SHIFT LADDER TRUSS AS <br />SHOWN w/ 2x6 LEDGER HIGH AND LOW <br />S1 <br />4 <br />TYP. FLOOR <br />TRUSS <br />BOTTOM-CHORD <br />NON-BEARING <br />S13TYP. FLOORTRUSSBOTTOM-CHORDBEARINGS23TYP. FLOORTRUSSTOP-CHORDBEARINGS2 <br />5 <br />TYP. FLOOR <br />TRUSS <br />TOP-CHORD <br />NON-BEARING S24STONE SUPPORT OVER <br />OPENINGS BY MASON <br />(MAY ATTACH TO <br />HEADERS AS REQ'D) <br />S1 <br />6 <br />TY <br />P <br />. <br />G <br />A <br />R <br />A <br />G <br />E <br />S1 <br />7 <br />TYP. AT <br />HEIGHT <br />TRANSITION <br />CONSTRUCT STOOP/PORCH FOUNDATION WALLS <br />SIM. TO 6/S1 & WIDEN WALLS TO SUPPORT POSTS <br />ABOVE AS REQ'D (PROVIDE 6" FOOTING <br />PROJECTION BEYOND EDGE OF WALL ALL SIDES) <br />S2 <br />7 <br />TYP. <br />WALKOUT <br />S2 <br />6 <br />TYP. <br />LOOKOUT <br />PROVIDE HOLDOWNS <br />AS SHOWN IN 3/S3 <br />THIS WALL MAY BE POURED <br />SIM. TO 4/S2 AT 8" THICK <br />AT GOLFSIMULATORINDICATES SPAN <br />DIRECTION OF <br />TRUSSES BY <br />SUPPLIER TYP. <br />F1 <br />F1 F1F3 F3 <br />(3) 912" <br />LVL <br />(3) 2x8 (3) 2x8 <br />Plan Changes2-22-241 <br />F2 <br />514" x 514" <br />PSL POST <br />24" x 8" <br />2/S3