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HomeMy WebLinkAbout1650 Shadywood Road - Building Plans: Residential (188)Reviewed for Code Compliance Nicole Post RPS24-000141 12-4-24 Approved plans must be on site for the duration of the project. Plans must be available to inspector. Please call 952-249-6000 to schedule all inspections. Have permit number and address when calling. 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. Separate Permits Required Plumbing Mechanical Electrical Sewer See Engineering See Engineering Under Stair Protection Enclosed space under stairs that is accessed by a door or access panel shall have walls, under-stair surface and any soffits protected on the enclosed side with 1/2" gypsum board Unprotected portions of floor shall not exceed 80 Sq Ft. Mechanical Ventilation Required in all water closets Fireblocking Provide at penetrations, soffits, furred spaces, and concealed interconnections vertically at ceiling and floor levels, and horizontally not exceeding 10' IRC R302.11 See Engineering Drain to Daylight Openings between garage and residence shall have solid door 1 3/8" thickness, steel door or 20-minute fire rated doors Built in Gas Grill must comply with manufacturer's installation instructions for clearance to combustible materials. Installation instructions must be on site for inspection. 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 Calcs show 400 cfm hood - have installation instructions at inspection for hood cfm requirements See Engineering Attic access is required. Shall be not less than 22" x 30" and be located in an accessible location. Unprotected portions of floor shall not exceed 80 Sq Ft. Flashing Required Provide at exterior window & door openings, projecting trim, wall/roof intersections, where exterior material meets in other than a vertical line, and other areas as noted in IRC R703.8 COPYRIGHT HANSON GROUP, LLC 2024©November 7, 2024Project Number:Date:4.498S11Sheets: of3PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.Print Name:Signed: License Number:Ryan Mack11-7-2446673Date:Morrison Residence1650 Shadywood RoadOrono, MNI hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.DescriptionDateRevisionWooddale Builders, Inc.6117 Blue Circle DriveHopkins, MN 55343BUILDER IS REQUIRED TO SEND FINAL TRUSSLAYOUT DRAWINGS TO THE HANSON GROUPPRIOR TO CONSTRUCTION FOR VERIFICATION OFLOAD PATHS AND FRAMING SIZES LISTED5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comABBREVIATIONSTYP.=TYPICALSIM.=SIMILARU.N.O.= UNLESS NOTED OTHERWISEMIN.=MINIMUMMAX.=MAXIMUMO.C.= ON CENTER= CONTINUOUS OVERINDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 6.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 7, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.PROJECT SCOPEDESIGN OF TALL FOUNDATION WALLS, GARAGE FOUNDATION WALLS SUPPORTING PRECAST PLANK,FOUNDATION WALLS AT A STAIR, A TALL LOOKOUT FOUNDATION WALL, A CONCRETE WINDOW WELL, PAD ANDSTRIP FOOTINGS, BEAM AND HEADER FRAMING, STEEL STRUCTURAL STRINGERS, THE MAIN WINDFORCERESISTING SYSTEM, AND TALL WALL FRAMING FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BEDONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OFTHE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY WOODDALEBUILDERS LAST DATED 10-28-24 FOR MORE INFORMATION.2.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN CHANGES TO THE HANSONGROUP FOR REVIEW. IF FINAL TRUSS LAYOUTS VARY FROM THOSE SHOWN ON HOUSE PLANS, NOTIFYENGINEER PRIOR TO CONSTRUCTION.3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDINGWITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION NOTES1.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" OFEACH END AS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARSFOR 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 FLOORSYSTEM 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 BEINSTALLED. BULKHEAD STEP FOOTINGS, DO NOT JUMP FOOTINGS AT THESE LOCATIONS.8.PRECAST PLANK IS TO BE IN PLACE, DOWELED, AND GROUTED PRIOR TO BACKFILLING OF WALLS.FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY SLAB AT BOTTOM OR BY ADEQUATETEMPORARY BRACING.9.PRECAST MANUFACTURER IS TO DESIGN PLANK FOR SELFWEIGHT & TOPPING DEAD LOAD PLUS WORSTCASE LIVE LOAD OF 50 PSF UNIFORM OR A 2000 POUND CONCENTRATED LOAD. MANUFACTURER IS TONOTIFY ENGINEER IF PLANK SPAN OR DEPTH VARIES FROM THAT SHOWN ON PLANS.10.SITE ELEMENTS INCLUDING RETAINING WALLS ARE NOT INCLUDED IN THE SCOPE OF THESE DRAWINGS.FRAMING NOTES1.ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE.2.(2) 2x10 MEMBERS SHOWN MAY BE SUBSTITUTED WITH (2) 1¾" x 7¼" LVL OR (3) 1¾" x 5½" LVL AS REQUIRED.3.ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACHEND AND TWO AT INTERMEDIATE SUPPORTS. ALL LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TOHAVE A MINIMUM OF TWO BEARING STUDS AT EACH END. 3-PLY MEMBERS ARE TO HAVE A MINIMUM OFTHREE BEARING STUDS AT EACH END UNLESS NOTED OTHERWISE. ADDITIONAL BEARING STUDS ARE NOTREQUIRED FOR LVL SUBSTITUTED FOR STANDARD SAWN LUMBER. ALL BEARING ABOVE IS UNLESS NOTEDOTHERWISE ON PLANS. TRUSS SUPPLIER IS TO VERIFY GIRDER TRUSS BEARING LENGTH AND SUPPORTREQUIREMENTS.4.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 HEIGHTKING STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. EXTERIOR OPENINGS GREATER THANFOURTEEN 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 NUMBEROF KING STUDS IS THE FULL LENGTH OF THE HEADER.5.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 WITHMANUFACTURER REQUIREMENTS.6.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 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. (58" 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: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES 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 USP RT7 OR SIMPSON H2.5 CLIPS OR EQUIVALENTAND (4) 0.131"Ø x 3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.10.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)0.131"Ø x 3" IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3"FACE NAILS.11.ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION. AT OVERHANGINGPLATES, PROVIDE 2x8 SQUASH BLOCKING BELOW BEARING LOADS.12.STEEL BEAM TO BEAM SHEAR CLIP CONNECTIONS (R = 20 KIPS UNLESS NOTED OTHERWISE) ARE BY THEMANUFACTURER.13.STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ½" DIAMETER BOLTSSTAGGERED EACH SIDE OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATETHICKNESS AS REQUIRED FOR TOP FLANGE HANGERS. BEAM TOP FLANGE / PLATE TO BE BRACEDLATERALLY BY FLOOR SYSTEM AT 48" O.C. MAX AND AT ENDS TYP. FOR FLUSH FLOOR FRAMINGCONNECTIONS, BLOCK WEB SPACE SOLID w/ LUMBER TIGHT BETWEEN FLANGES AND BOLT THROUGH WEBw/ 12"Ø BOLTS AT 24" O.C. STAGGERED.14.CUT PSL POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL, CRUSHING WOULD OCCUR. FASTENSTEEL BEAMS TO PSL POSTS w/ (4) 516" x 6" STRUCTURAL WOOD SCREWS. AT BOTTOM, PSL TO BEARDIRECTLY ON CONCRETE. IF UNTREATED, WRAP BOTTOM w/ MEMBRANE.15.VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS.16.ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1).17.ALL STUD PLIES IN BUILT UP BEARING STUD COLUMNS TO BE FASTENED TO SHEATHING AS SPECIFIED INNOTES 6 AND 7.18.TALL WALL FRAMING IS DESIGNED TO AN H/180 (H/240 w/ STONE VENEER, H/360 w/ STUCCO) DEFLECTIONCRITERIA AT A MINIMUM.19.THE FRONT ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THESTRUCTURE AND IS EXCLUDED FROM THE MAIN WINDFORCE RESISTING SYSTEM OF THE HOME. PROVIDECODE REQUIRED UPLIFT CONNECTION AT ALL POSTS.20.TRUSS SUPPLIERS DESIGNING ELEMENTS TO SUPPORT VENEER ARE TO USE 1.5 X DEAD LOAD PLUS LIVELOAD AND L/600 DEFLECTION CRITERIA TO RESIST LONG TERM CREEP AND FINISHED MATERIAL DISTRESS.SIMILAR DESIGN REQUIREMENTS PERTAIN TO TRUSSES SUPPORTING HEARTH / MANTLE STONE ORCONCRETE MATERIALS.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,000 PSI WITHAN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:SANDY CLAY SOIL (TYPE II - ASSUMED) geq = 45 PSF/FT (ACTIVE)GRANULAR BACKFILL:SAND (GROUP I) TO BE USED WHERE NOTED: geq = 30 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTER2x6 LSL STUDS:112" WIDTH - 1.3E OR BETTER2x8 LSL STUDS:112" WIDTH - 1.5E OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.1 GRADE OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERPSL:1.8E OR BETTERTREATED GLULAM:SYP 24FV4STRUCTURAL STEEL:ANGLES/MISC - ASTM A36 (Fy = 36KSI)TUBES - ASTM A500 Gr. B (Fy = 46 KSI)W SECTIONS - ASTM A992 (Fy = 50 KSI)LOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD: 15 PSFWOOD FLOOR LIVE LOAD: 40 PSFWOOD FLOOR DEAD LOAD: 15 PSF8" PLANK FLOOR LIVE LOAD:50 PSF (OR 2,000 LB CONCENTRATED)8" PLANK FLOOR DEAD LOAD:65 PSF MAX. + TOPPINGTHIN STONE VENEER:25 PSFWIND LOAD:115 MPH ULTIMATE EXP. CCODE2020 MINNESOTA RESIDENTIAL CODE(2) 2x10(3) 2x10(3) 912"LVL(2) 912"LVL(2) 2x10 (2) 912" LVL W10x54 OR W12x35(3) 14" LVLOR W8x21(3) 16" LVL ORW8x35 OR W10x22514" x 514"PSL POST514" x 514"PSL POST514" x 514"PSL POSTF1F1F1(3) 2x10(3) 2x10(3) 2x10(3) 2x10(3) 2x10F8F5F3F4F7F7F2F2F6LOWER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY1S1REFERENCE PLANPLAN 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.CONCRETE PAD FOOTING SCHEDULEMARKFOOTING SIZEREINFORCEMENT EACH WAYF12'-0" x 2'-0" x 8"NONEF22'-6" x 2'-6" x 8"#5 BARS @ 12" O.C.F32'-6" x 4'-0" x 8"#5 BARS @ 12" O.C.F42'-6" x 4'-6" x 8"#5 BARS @ 12" O.C.F53'-0" x 3'-0" x 12"#5 BARS @ 12" O.C.F63'-0" x 5'-0" x 12"#5 BARS @ 12" O.C.F73'-6" x 3'-6" x 12"#5 BARS @ 12" O.C.F84'-0" x 4'-0" x 12"#5 BARS @ 12" O.C.LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTINGF2-F4 FOOTINGS MAY BE 12" THICK UNREINFORCEDROOM-IN-ATTIC TRUSSESROOM-IN-ATTIC TRUSSES(2) 1178" LVLEXTENDED HEADER(3) 2x10 (3) 912" LVL (2) 2x10(2) 2x10(3) 2x10(3) 1178" LVL(3) 16" LVL(3) 1178" LVL(3) 18" LVL OR W8x48 OR W10x30(2) 2x10(2) 2x10 (3) 912" LVL (3) 2x10(2) 2x10(2) 2x10 (2) 2x10 (2) 2x10 (2) 2x10 (2) 2x10 (2) 2x10(2) 2x10(2) 912" LVL (3) 117 8" LVL (3) 14" LVL 514" x 7"PSL POST514" x 7"PSL POSTMAIN LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY2S1REFERENCE PLANPLAN 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.(3) 14" LVL(4.5-FT)(4.5-FT) (6-FT) (9-FT)(12-FT) (8.5-FT)(3.5-FT)(6-FT)(6-FT)(4-FT)(4-FT)(4-FT)(4.5-FT)(9-FT)(2.5-FT)(5.5-FT)ONE-SIDED(3.5-FT)(7-FT)(4.5-FT)(4.5-FT)(4-FT)(4-FT)(4-FT)(3.5-FT)(4-FT)(4-FT) (4-FT) (4-FT) ONE-SIDED (6-FT) (6-FT)INDICATES SPANDIRECTION OFTRUSSES BYSUPPLIER TYP.DASHED-DOT LINEINDICATES PRIMARYGIRDER TRUSS TYP.INDICATES SPANDIRECTION OFTRUSSES BYSUPPLIER TYP.INDICATES MIN. (2) 2x6 BEARINGSTUDS BELOW CONTINUOUS HEADERBETWEEN OPENINGS TYP. U.N.O.8" PRECAST PLANK 2x10 JOISTS@ 16" O.C.2x10 JOISTS@ 16" O.C. TYP.2x10 LEDGER FASTENEDw/ (2) 5" LONG SIMPSONSDWS TIMBER SCREWS@ 16" O.C.2x10 LEDGER FASTENEDw/ (2) 5" LONG SIMPSONSDWS TIMBER SCREWS@ 16" O.C. TYP.SEE 1/S2 FORTALL WALLFRAMING & WALLBUMP OUT INFOFRAME WALL BUMPOUT ON TOP OFLOW ROOF JOISTSSEE 4/S3 FORSTRUCTURAL STRINGERSEE 4/S3 SIM. FORSTRUCTURAL STRINGERCONSTRUCTSHEARWALL ASSHOWN IN 2/S3CONSTRUCT RIGIDSHEAR PANEL ASSHOWN IN 8/S2STAIRS ANDLANDINGS BYSUPPLIER TYP.REMAININGSTAIRS ANDLANDINGS BYSUPPLIER TYP.PROVIDE SAMETRANSOM SUPPORTHEADERS ASSHOWN IN 8/S2ALONG THIS WALLPROVIDE SAMETRANSOM SUPPORTHEADER AS SHOWN IN2/S3 ALONG THIS WALL(2) 912" LVL EXTENDED HEADER INDICATES WALLSABOVE SUPPORTEDBY FLOOR TRUSSESBY SUPPLIER TYP.(2) 14" LVLPROVIDE (5) 2x6 FULLHEIGHT KING STUDSEACH SIDE OF LARGEROVERHEAD DOORFRAME INNER GARAGE FULL HEIGHT TOTRUSSES & PROVIDE LEDGER FASTENED TOWALL FRAMING w/ (2) 5" LONG SIMPSON SDWSTIMBER SCREWS & HANGER CANTILEVEREDJOISTS SHOWN ON HOUSE PLANS TO LEDGERDECORATIVEPERGOLABY OTHERS(3) 2x10S2 2 TYP. FLOOR TRUSS BEARING S23TYP. FLOORTRUSSNON-BEARINGWIDEN FOOTINGS TO PROVIDE 6"PROJECTION BEYOND EDGE OFCONCRETE PILASTERS ON ALL SIDESS2 5 TYP. GARAGE S2 4 S26ALONG FRONTSTAIR/LANDINGSS2 7 TYP. WINDOW WELLCONSTRUCTPORTAL FRAMEAS SHOWN IN 1/S3BEAR BEAM 4" ONTREATED PLATEIN POCKETBEAR BEAM 4" ONTREATED PLATEIN POCKET6x6 POST w/ STANDARD BASE& CAP CONNECTIONS TYP.(2) 912" LVL(4) 2x6BEARINGSTUDS514" x 514"PSL POST(4) 2x6BEARINGSTUDSF2F1MAY BE OPENBELOW PLANKAT DOOR COPYRIGHT HANSON GROUP, LLC 2024©November 7, 2024Project Number:Date:4.498S22Sheets: of3PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.Print Name:Signed: License Number:Ryan Mack11-7-2446673Date:Morrison Residence1650 Shadywood RoadOrono, MNI hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.DescriptionDateRevisionWooddale Builders, Inc.6117 Blue Circle DriveHopkins, MN 55343BUILDER IS REQUIRED TO SEND FINAL TRUSSLAYOUT DRAWINGS TO THE HANSON GROUPPRIOR TO CONSTRUCTION FOR VERIFICATION OFLOAD PATHS AND FRAMING SIZES LISTED5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comNOTES1.VERTICAL REINFORCEMENT MAY BE REDUCED TO #4BARS @ 36" O.C. ALONG WALL SHARED w/ BASEMENT.2.INSTALL (1) ADDITIONAL #4 VERTICAL BAR FULLHEIGHT EACH SIDE OF WALL OPENINGS.SLAB-ON-GRADE9'-9"± VERIFY EXACT DIMENSIONS w/ HOUSE PLANS 8" CONCRETE PLANK w/ 4" MAX.AVG. CONCRETE TOPPING (MAX.SPAN APPROX. 26'-0" OUT TO OUT)#4 x 1'-4" DOWELS @ 48" O.C.DRILLED IN & GROUTED SOLIDBY PRECASTER ALL WALLS4" MIN. PLANK LEDGE#4 x 2'-0" DOWELS @ 72" O.C.(5" MIN. EMBED)28" WIDE x 10" DEEP MIN.CONCRETE STRIP FOOTING(24" WIDE x 10" DEEP ATPLANK NON-BEARING WALLS)#4 HORIZ. BARS @ 24" O.C.VERTICAL BAR OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C.w/ 12" MIN. THICK WALL:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" MIN. C.I.P. CONCRETE WALL2"6" MIN. WIDTH x 16" MAX.HEIGHT STEMWALL8" MIN. HEIGHT REQ'D AT MAINLEVEL OVERHEAD DOORS WALL SECTION 5S2FOUNDATION WALL SUPPORTINGPRECAST CONCRETE PLANKMEMBRANE AND RIGID INSULATIONBELOW TOPPING BY OTHERS6"MIN.SLOPE GRADE AWAYFROM FOUNDATION12"Ø ANCHOR BOLT(7" MIN EMBED) @ 72" O.C. MAX.(1) #4 HORIZ. BAR @TOP OF STEM WALL#4 x 3'-0" DOWELS @ 36" O.C.(AT REDUCED STEM HEIGHTAT UPPER OVERHEAD DOORS,CENTER AT PLANK LEDGEAND HOOK AS REQUIRED)GROUT SOLID BETWEENPLANK & WALL AS REQ'D2x8 MIN. TREATED SILL PLATEw/ 112" MAX. OVERHANG WALL SECTION 6S2 RETAINING WALL TYPEFOUNDATION WALLAT STAIRWAY1'-10"3"6"MIN.#4 HORIZ. BARS @ 24" O.C.10" MIN. C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#5 BARS @ 24" O.C.OR #6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTINGSLAB-ON-GRADE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.2" TO VERT. BARS & HOOKSSLOPE GRADE AWAYFROM FOUNDATIONLINE OFGRANULARBACKFILLREQUIREMENTS12100% GRANULAROR GRAVELBACKFILLw/ 6" CLAYCAP2x8 MIN. TREATED SILL PLATEw/ 112" MAX. OVERHANG11'-3" MAX.FRAME WALL ABOVE4'-0"#4 BARS @ END, MIDDLE,& BEND OF HOOK6'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR#6 HOOKS @ 18" O.C.2'-3"3'-9"MAY SHIFT WALL OUTWARD w/ 8"MIN. WIDTH x 18" MAX. STEMWALL &2" WIDE EXTERIOR LEDGE HIDDENBELOW GRADE AS SHOWN BELOW8"10"WALL SECTIONFULL HEIGHT FOUNDATION WALLMID-CHORD BEARING2S2SLAB-ON-GRADE11'-3" MAX.#4 x 2'-0" DOWELS @ 72" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGVERT. BAR OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C.10" MIN. C.I.P. CONCRETE WALL6"MIN.SLOPE GRADE AWAYFROM FOUNDATION#4 HORIZ. BARS @ 24" O.C.2"SEE 3/S2 FOR TOP OF WALLCONNECTIONS AT FLOORNON-BEARING WALLFLOOR TRUSSES BYSUPPLIER @ 19.2" O.C.MAX. DESIGNED FOR112" OVERHANG2x8 MIN. SILL PLATEw/ 112" MAX. OVERHANG12"Ø ANCHOR BOLT (7" MINEMBED) w/ NUT & 18" THICK x 2"ØOR SQUARE WASHER @ 24" O.C.(234" FROM EDGES OF SILL /CONCRETE WALL)METAL PLATED CONNECTION BYTRUSS SUPPLIER DESIGNED TOTRANSFER 1200 LB LATERAL SOILPRESSURE LOAD FROM SILLPLATE TO TRUSS TOP CHORDSSIMPSON A35 FRAMINGANGLE BOTH SIDES OFTRUSS w/ (6) 8d x 112" NAILSEACH LEG OF EACH ANGLEMAINTAIN 6"MIN. WIDTHSTEMWALLw/ LEDGESEE BELOW FORWALL w/ LEDGE(12) 0.131"Ø x 3" NAILSTHRU SHEATHING TOBLOCKINGFOUNDATION WALL -SEE 2/S2 FORANCHORS, SILL, &WALL INFOTRUSSES BYSUPPLIER @19.2" O.C. MAX.LVL BLOCKING RIPPED TOFIT IN FIRST TRUSS SPACETIGHT TO KNEEWALL & 2x4BLOCKING LAID FLAT INSECOND TRUSS SPACE- TOENAIL FOR STABILITYTREATED 2x8 MIN. SILL PLATEw/ 112" MAX. OVERHANGFASTEN BOTTOM PLATE OF KNEEWALL TO SILL PLATE w/ (12) 0.131 Øx 3" LONG TOP NAILS OR (6) 0.25Ø x3" LONG STRUCTURAL SCREWSDIRECTLY ADJACENT BLOCKING2x6 KNEE WALL WALL SECTION TYPICAL TOP OF WALLPARALLEL TO FRAMINGMID-CHORD BRG HEIGHT3S2SPACE BLOCKING@ 24" O.C. TYP.NOTEWALL MAY BE POURED 8" THICK WITH #5 VERTICALBARS @ 12" O.C. OR #6 VERTICAL BARS @ 18" O.C.EXTREME CARE IS TO BE TAKEN DURINGBACKFILLING WITH TEMPORARY SHORING BYCONTRACTOR IF WALL IS POURED 8" THICK.2" TO VERT. BARS & HOOKSTREATED 2x8 SILL PLATEw/ 112" MAX. OVERHANG3" WALL SECTION 4S2TALL LOOKOUT WALLNOT TO EXCEED 6'-0"SLAB-ON-GRADE26" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL6"2'-6"#4 x 3'-0" HOOKS@ 24" O.C.#4 HORIZ. BARS@ 24" O.C.6"MIN.SLOPE GRADE AWAYFROM FOUNDATION12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OR EQUIV.#4 VERTICAL BARS@ 24" O.C.8" MIN. C.I.P.CONCRETE WALLSLOPE GRADE AWAYFROM FOUNDATIONGRANULARMATERIAL(SAND)2" TO HORIZ. BARS#4 VERT. BARS@ 36" O.C.8" MIN C.I.P.CONCRETE WALLPROVIDE 2" RIGIDINSULATION AT BASE OFWELL & UP SIDE & REARWALLS BELOW GRADE#4 HORIZ. BARS @ 24" O.C.(HOOK AROUND CORNERS &RETURN 24" MIN. INTO FULLHEIGHT BASEMENT WALLS) WALL SECTION WINDOW WELL WALLS7S220" x 8" MIN. CONCRETESTRIP FOOTING UNDERWINDOW WELL WALLS10'-0" MAX.LINE OF GRANULARBACKFILL REQUIREMENTS100% SAND ORGRAVELBACKFILL12#4 x 3'-0" HOOKS @ 36" O.C.(5" MIN. EMBED)6"2'-6"ROOM-IN-ATTIC TRUSSESROOM-IN-ATTIC TRUSSESINDICATES SPANDIRECTION OFTRUSSES BYSUPPLIER TYP.DASHED-DOT LINEINDICATES PRIMARYGIRDER TRUSS TYP.(3) 2x6BEARINGSTUDS(3) 2x6BEARINGSTUDS(3) 2x6BEARINGSTUDS(3) 2x6BEARINGSTUDS(3) 2x6BEARINGSTUDSINDICATES MIN. (2) 2x6 BEARINGSTUDS BELOW CONTINUOUS HEADERBETWEEN OPENINGS TYP. U.N.O.(2) 912" LVLUPPER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY1S2REFERENCE PLANPLAN 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.1'-8" MIN.1'-8" MIN.RIGID SHEAR PANEL8S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.LENGTH OFCONTINUOUSHEADER/LVL PLATESCONTINUOUS (NO SPLICES) (2) 2x6 LVLPLATES ABOVE & BELOW HEADER(2) 2x6 LVL & (1) 2x6 SPF PLATESTO SUPPORT TRANSOMWINDOWS FASTENED TOINTERMEDIATE BEARING STUDSw/ SIMPSON A35 FRAMINGANGLES TOP & BOTTOMFASTEN LVL PLATESTO HEADER w/ (3) 6"LONG SIMPSON SDWSTIMBER SCREWS(1) 2x6 BEARING STUD &(2) 2x6 FULL HEIGHT STUDSEACH END OF HEADER(2) 2x6 BEARING STUDS MIN.FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.PROVIDE DOUBLESTUDS AT END OF WALLSEE PLAN FORCONTINUOUS HEADERTYPICAL 2x6 STUDS@ 16" O.C.NOTCH TOP LVL PLATES& INSTALL (2) 6" LONGSIMPSON SDWC TRUSSSCREWS THROUGHWALL TOP PLATES INTOEACH LVL PLATE(2) 2x6 BEARING STUDSFASTENED TOGETHER w/ 10dNAILS @ 6" O.C. STAGGEREDTYP. BETWEEN WINDOWSPROVIDE TOP OF WALLLATERAL BRACE ABOVEPEAK AND MID-HEIGHT OFVAULT AS SHOWN IN 6/S3OR 7/S3 AS APPLICABLENAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SIMPSON LSTA36 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)LOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF HEADER HEIGHTAS REQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED& TO PLATES / BLOCKING @ 3" O.C.)FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSLARGER HATCHED AREAINDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE w/STANDARD 6"/12" NAILING PATTERNFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"BLOCK THROUGH FLOORSYSTEM BELOW STUDS AS REQ'D12"Ø THREADED ROD w/ NUT &WASHER AT HOLDOWN ENDSIMPSON HTT5 HOLDOWNANCHOR NAILED TO LVL STUDS12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(3-FT)(3-FT) (2.8-FT) (3-FT) (3.5-FT)(4-FT) (4-FT)(4-FT) (6-FT) (2) 2x10BEDROOM 4 EXTERIOR TALL WALL VAULTED TO 14'-118"± TO BE CONSTRUCTED AS FOLLOWS:·2x6 @ 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 & (3) 2x6 FULL HEIGHT KING STUDS EACH END OF BUMP OUT HEADER·PROVIDE TOP OF WALL LATERAL BRACE ABOVE KING STUDS & FULL HEIGHT STUDS BETWEEN WINDOWSAS SHOWN IN 6/S3 OR 7/S3 AS APPLICABLEFRAME WALLBUMP OUT ASSHOWN IN 5/S3FRAME WALLBUMP OUT ASSHOWN IN 5/S3MIRROREDSTAIR EXTERIOR 22'-114"± TALL WOOD WALLSTO BE CONSTRUCTED AS FOLLOWS:·(2) 2x6 LVL @ 12" O.C. TYPICAL FULL HEIGHTWALL FRAMING (BALLOON FRAMED)·PROVIDE 2x6 BLOCKING BETWEEN STUDSAT INTERVALS NOT TO EXCEED 10-FTALONG HEIGHT OF WALL·WALL TOP & BOTTOM PLATES MAY BESPF/SYP MATERIAL·SEE 5/S3 FOR BUMP OUT WALL FRAMINGCONSTRUCTSHEARWALL ASSHOWN IN 3/S3MAY SHIFT WALL OUTWARD w/ 8"MIN. WIDTH x 18" MAX. STEMWALL &2" WIDE EXTERIOR LEDGE HIDDENBELOW GRADE AS SHOWN BELOW8"10"Owners bedroom S3FRAMING DETAILTALL PERFORATED SHEARWALL3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.COPYRIGHT HANSON GROUP, LLC 2024©November 7, 2024Project Number:Date:4.498S33Sheets: of3Print Name:Signed: License Number:Ryan Mack11-7-2446673Date:Morrison Residence1650 Shadywood RoadOrono, MNI hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.DescriptionDateRevisionWooddale Builders, Inc.6117 Blue Circle DriveHopkins, MN 553435851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comS3FRAMING DETAILGARAGE FRONT PORTAL FRAME19'-3"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(2) 2x6 BEARING STUDS & (1) 2x6 FULLHEIGHT KING STUD AT END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT(7" MIN. EMBED) w/2" x 2" x 316" PLATE WASHERSMALL HATCH AREA INDICATES716" OR THICKER PLYWOOD OROSB SHEATHING APPLIED TOEXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUNDPERIMETER w/ (2) ROWS 8dNAILS @ 3" O.C. STAGGERED &TO PLATES / BLOCKING @ 3" O.C.)FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C. TYP.2'-1"±PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DLARGE HATCH AREA INDICATES716" OR THICKER PLYWOOD OROSB SHEATHING APPLIED TOEXTERIOR SIDE OF STUDS w/STANDARD 6"/12" NAILINGFASTEN FRAMINGABOVE AS SHOWN FORBRACED WALL PANELS11'-33 8"±(2) 2x6 BEARING STUDS &(3) 2x6 FULL HEIGHT KINGSTUDS AT END OF HEADERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SIMPSON MSTC40 STRAPON INSIDE FACE OF WALL(PROVIDE SPACER TOFLUSH OUT HEADER TOWALL STUD THICKNESS)SEE PLAN FORCONTINUOUS HEADERSIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)SIMPSON HTT5 HOLDOWN ANCHOR ATLOCATIONS SHOWN NAILED TO DOUBLESTUDS w/ 12"Ø x 12" LONG SIMPSON TITENHD SCREW-IN ANCHOR INTO CONCRETEPROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSFASTEN FRAMINGABOVE AS SHOWN FORBRACED WALL PANELSFASTEN BOTTOM PLATE TOBLOCKING IN FLOOR w/ (4) 5" LONGSIMPSON SDWS TIMBER SCREWSPROVIDE TOP OF WALLLATERAL BRACE ABOVEVAULT PEAK & KINGSTUDS AS SHOWN IN 6/S3OR 7/S3 AS APPLICABLEPROVIDE FULL DEPTH 2x BLOCKINGAT INTERVALS NOT GREATER THAN10-FT APART ALONG HEIGHT OF WALLBLOCK THROUGH FLOORSYSTEM BELOW STUDS AS REQ'D12"Ø THREADED ROD w/ NUT &WASHER AT HOLDOWN ENDSIMPSON HTT5 HOLDOWN ANCHORNAILED TO DOUBLE STUDS12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)(1) 2x10 BEARING STUD &(2) 2x10 FULL HEIGHT KINGSTUDS EACH END OF HEADERTYPICAL 2x10STUDS @ 16" O.C.HEADER PER PLAN w/CONTINUOUS 2x10PLATE ABOVE & BELOWFASTEN HEADER TO STUDS w/SIMPSON A35 FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)5" LONG SIMPSON SDWS TIMBERSCREWS ABOVE FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)5" LONG SIMPSON SDWS TIMBERSCREWS BELOW FRAMING ANGLE7" WIDE x 514" DEEP PSLTRANSOM SUPPORT HEADER(MAY RIP TO 5" DEPTH)- 1/8" MAX. DEFLECTIONTALL PERFORATED SHEARWALL2S3FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.ATTACH BEARING STUD TOBLOCKING IN THE FLOOR w/SIMPSON LSTA30 STRAPPROVIDE TOP OF WALLLATERAL BRACE ABOVEVAULT PEAK & KINGSTUDS AS SHOWN IN 6/S3OR 7/S3 AS APPLICABLE(1) 2x6 BEARING STUD &(3) 2x6 FULL HEIGHT KINGSTUDS EACH END OF HEADER(2) 2x6 INTERMEDIATEBEARING STUDS MIN.FASTEN FRAMINGABOVE AS SHOWN FORBRACED WALL PANELSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"CONTINUOUS HEADER PERPLAN w/ CONTINUOUS 2x6PLATE ABOVE & BELOWATTACH STUD AT END OFWALL TO FLOOR TRUSSBELOW w/ SIMPSONLSTA30 STRAPHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 6" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSS3STEEL DETAILSTEEL STRUCTURALSTAIR STRINGER4PROVIDE FULL PENETRATIONWELD AT ANGLED JOINTC7x14.75 OR MC6x18 STEEL CHANNELSTRUCTURAL STAIR STRINGERBOLT WOOD STRINGER TO SUPPORT STAIRTREADS FASTENED TO STRUCTURALSTRINGER w/ 12" Ø BOLTS @ 12" O.C. MAX.WELD/FASTEN BEAMHANGER DIRECTLYTO STEEL CHANNELPROVIDE (2) BEARINGSTUDS BELOW CHANNEL &BLOCK SIDES OF CHANNELSOLID IN WALL/LANDING TOPREVENT ROTATIONPROVIDE (2) BEARING STUDSBELOW CHANNEL & BLOCK SIDESOF CHANNEL SOLID IN WALL TOPREVENT ROTATIONPROVIDE FULL PENETRATIONWELD AT ANGLED JOINTWELD/FASTEN BEAMHANGER DIRECTLYTO STEEL CHANNELSIMPSON A35 FRAMING ANGLEONE SIDE OF BLOCKINGROOF TRUSSES BYSUPPLIER @ 24" O.C. MAX.NAIL SHEATHING TO BLOCKING/TRUSSESw/ (6) ADDITIONAL 0.131 Ø x 3" LONG NAILSPROVIDE 2x4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESINSTALL w/ TOE NAILS EACHEND FOR STABILITY3/4" PLYWOOD/OSB ONE SIDE OFBLOCKING w/ (6) 0.131 Ø x 3" LONG NAILSTOP & BOTTOM OR 1/2" PLYWOOD/OSBEACH SIDE OF BLOCKING EACH w/ (6)0.131 Ø x 3" LONG NAILS TOP & BOTTOMS3FRAMING DETAILLATERAL BRACING BLOCKINGAT GABLE ENDSUSE w/ TRUSS DEPTH UP TO 24"6S3FRAMING DETAILLATERAL BRACING KICKERSAT GABLE ENDSUSE w/ TRUSS DEPTHGREATER THAN 24"7(2) 2x6 BRACING FASTENED TOGETHER w/(2) ROWS OF NAILS @ 6" O.C. STAGGEREDFROM BOTH SIDES - ADD THIRD PLY ANDUSE LSL/LVL MATERIAL WHERE KICKERSEXCEED 16 FT(2) 2x4 BLOCKING IN (1) TRUSS SPACE -TOENAIL EACH END - ADD THIRD PLYWHERE KICKERS EXCEED 16 FTROOF SHEATHING(12) 0.131"NAILSSIMPSON MTS20 TWIST STRAPEACH SIDE OF BRACINGSIMPSON A35 CLIP EACHSIDE OF GABLE BRACING20° - 40°ROOF TRUSSES BYMANUFACTURER @ 24"O.C. MAX.(2) 2 x 6 TOP PLATES2x6 STRONGBACK WHEREKICKERS EXCEED12'-0"SECTION VIEWBUMP OUT ENDWALL ELEVATION2x6 LVL BLOCKINGBETWEEN END TRUSS& START OF BOX VAULTFLAT BOTTOMGIRDER TRUSS2x6 LVL BLOCKINGBETWEEN FIRST &SECOND TRUSS3/4" PLYWOOD/OSB ONE SIDE OFBLOCKING w/ (8) 0.131 Ø x 3" LONG NAILSTOP & BOTTOM OR 1/2" PLYWOOD/OSBEACH SIDE OF BLOCKING EACH w/ (8)0.131 Ø x 3" LONG NAILS TOP & BOTTOM(2) 2x6 KICKERBRACE PER 7/S3ATTACH KICKER BRACE TOBLOCKING w/ (4) 14"Ø x 5"SIMPSON SDS SCREWSBUMP OUT 2x12JOISTS & RIM BEYOND(3) 18" LVL RIPPED TO 1712"FULL HEIGHT BETWEEN WALLTOP & BOTTOM PLATESWITHIN BUMP OUT END WALLSIMPSON A34FRAMING ANGLEEACH SIDE OFBLOCKINGFASTEN OUTER 1712" LVLTO WALL TOP PLATESw/ (2) SIMPSON A34FRAMING ANGLESFASTEN OUTER 1712"LVL TO WALL BOTTOMPLATES w/ (2) SIMPSONA34 FRAMING ANGLES 12"Ø x 12" LONG SIMPSONTITEN HD SCREW-INANCHOR THROUGHPLATES INTO CONCRETENEAR FRAMING ANGLES(3) 1114" LVL BEAMACROSS BOTTOM OFBUMP OUT BEYOND(3) 1114" LVL BEAM ACROSSBOTTOM OF BUMP OUT(3) 18" LVL RIPPED TO 1712"FULL HEIGHT BETWEEN WALLTOP & BOTTOM PLATESWITHIN BUMP OUT END WALLSCONTINUOUS (3) PLYSPF HEADER RIPPED 414"w/ 2x6 CONTINUOUSPLATE AT TOP & BOTTOMCONTINUOUS (2) 2x10HEADER w/ CONTINUOUS2x6 BOTTOM PLATEFASTEN PLATES TO STUDS w/SIMPSON A35 FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)8" LONG SIMPSON SDWS TIMBERSCREWS ABOVE FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)8" LONG SIMPSON SDWS TIMBERSCREWS BELOW FRAMING ANGLEFASTEN PLATES TO STUDS w/SIMPSON A35 FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)8" LONG SIMPSON SDWS TIMBERSCREWS ABOVE FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)8" LONG SIMPSON SDWS TIMBERSCREWS BELOW FRAMING ANGLEFASTEN PLATE TO STUDS w/SIMPSON A35 FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)8" LONG SIMPSON SDWS TIMBERSCREWS BELOW FRAMING ANGLE(2) 2x6 BEARING STUDS ATSIDES OF & BETWEENWINDOWS TYP.CONTINUOUS (3) PLYSPF HEADER RIPPED 414"w/ 2x6 CONTINUOUSPLATE AT TOP & BOTTOMATTACH BUMP OUT BEAMTO 1712" LVLs w/ SIMPSONHUCQ612-SDS INSTALLEDw/ 5" LONG SDS SCREWSINTO 1712" LVLsS3FRAMING DETAILWALL BUMP OUT5AT SHORTER SIM. STRINGER,PROVIDE 14" WELDED STEEL ENDPLATE BY SUPPLIER w/ (4) 14" x 4"SIMPSON SDS SCREWS THROUGHPLATE IN BUMP OUT LVLsAT SHORTER SIM. STRINGER,PROVIDE 14" WELDED STEEL ENDPLATE BY SUPPLIER w/ (4) 14" x 4"SIMPSON SDS SCREWS THROUGHPLATE IN BUMP OUT LVLsFour Season PorchBedroom 2