1650 Shadywood Road - Building Plans: Residential (48)

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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