HomeMy WebLinkAboutS0-3B Standard Wood FramingSHEATHING2X WALLCONNECTION @ 2X WALL(CAPACITY = 250 LBS) FLUSH MOUNTED#2, (2) 2X12 BLOCKINGA34 CLIP TOP AND BOTTOM@ EA. END OF BLOCKING W/ 5D SCREWS18TYPICAL INTERIOR BLOCKING DETAILSTOP OF PLATE
DECKINGSHEARWALL,RE: PLANDRAG TRUSSBOUNDARY NAILING PERDECKING ATTACH SCHED.FLOOR TRUSS DEPTH
(DRAG TRUSS)ATTACHMENT PER SILL & SOLEPLATE NAILING REQUIREMENTSFOR WALL BELOW9FLOOR SHEAR DRAG TRUSS REQ'D WHERE THERE IS NO WALL ABOVEFLOOR TRUSS DEPTH FLOOR DECKINGSHEARWALL,RE: PLANFLOOR TRUSSCONTINUOUS SHEAR TRUSS BLOCKINGATTACHMENT PER SILL & SOLEPLATE NAILING REQUIREMENTSFOR WALL BELOWBOUNDARY NAILING PERDECKING ATTACH SCHED.CONT. CMST14 STRAP10FLOOR SHEAR BLOCKING REQ'D WHERE THERE IS NO WALL ABOVETOP OF PLATESHEARWALLSFLOOR TRUSS2-2X BEARING PLATESSHEARWALLSILL PLATE NAILING TO BEABOVE RIBBON2X4 BLOCKING BETWEENTRUSSES, NAIL TO TOP PLATE PERSILL PLATE NAILING SCHEDULEFOR SHEARWALL BELOWCONT. BOUNDARY NAILING ASPER SCHEDULE FOR SHEARWALLBELOWOSB PANEL FULL DEPTHOF FLOOR TRUSS, ORIENTEDHORIZONTAL. NAIL TO EACHTRUSS END @ 6" O.C. INADDITION TO BOUNDARY NAILING12ALTERNATE FOR SHEAR BLOCKING AT EXTERIOR OSB TOP OF PLATE GAP W/SPLICEEA. FLOORTYPICAL FLOORS7OPTIONAL EXTERIOR WALL FLOOR CAVITY SHEATHING GAPTOP OF PLATE
RIBBONBLOCKING(WHERE REQUIRED BY FRAMER TO PREVENT BUCKLING DUE TO WOOD SHRINKAGE.MAY NOT BE USED W/ LAPPED PLYWOOD DESIGNS.)TRUSS DEPTH
RE. SCHEDULEPROVIDE CB-1 UNDER ROOF LOADBEARING WALL, EVEN IF WALL ISNON-LOAD BEARING AT FLOORSBELOW. CB-1 TRUSSES SHALL BEDESIGNED W/SAME LOADINGPARAMETERS AS FT-1 TRUSSES.8TYPICAL CONTINUOUS BEARING TRUSS (CB-1) DETAILTOP OF PLATE
TOP OF PLATE
FLOOR TRUSSTEMPORARY EXPANSION JOINT@ 80' INTERVALSSTUDSTUDAFTER BUILDING IS " CLOSED IN",NAIL FLOOR DECKING AND FILLEXPANSION JOINT WITH WOODSTRIP OR NON-SHRINK GROUT(PROVIDE 18" SPACING AT PANELENDS AND EDGES.FLOOR DECKINGSILL PLATE34"12" GAP IN WALLBOTTOM PLATES CROSSINGEXPANSION JOINTNOTE 1: INSTALL BOTTOM FILLER PLATE AND SILL SPLICE PLATEAFTER NAILING FLOOR DECKING WHEN BUILDING IS "CLOSED IN".NOTE 114TEMPORARY EXPANSION JOINT FOR FLOOR DECKS3~16D OR 5~0.131"X3" NAILS3~16D OR 5~0.131"X3" NAILSPROVIDE 2X4 SCAB ON EACHSIDE OF FLOOR TRUSS WHENNECESSARY. ATTACH W/ 2~16DOR 3~0.131"X3" NAILS TOP &BOTTOMAT SPANS GREATER THAN 10', BUT LESS THAN 18', PROVIDE A 2X6 STRONGBACK ATMID-SPAN. AT SPANS GREATER THAN 18' PROVIDE A 2X8 STRONGBACK AT ALL THREEQUARTER POINTS OF THE SPAN. LOCATE STRONGBACKS DIRECTLY ABOVE BOTTOMCHORD AND CONTINUE INTO ALL EXTERIOR OR INTERIOR WALLS AT TRUSSDIRECTION CHANGES AND ATTACH TO LADDER TRUSS AS SHOWN IN DETAILS.OVERLAP STRONGBACKSPLICES 4'-0" MINIMUMNAILED WITH 12~16D OR18~0.131"X3" NAILSSPACED EVENLYNAIL STRONGBACK TO VERTICAL WEBMEMBERS BOTTOM FLUSH TO BOTTOMCHORD.13TYPICAL FLOOR TRUSS STRONGBACK DETAIL5~0.131"x3"NAILSLADDER TRUSS1/4W8X18 HOIST BEAM(U.N.O. IN PLAN)BEAR 3-1/2" EA END⅊ 12" X 6"X4" W/ (2) 12"Ø X4" H.S.BOND BEAM RE: SPECS.8" CMU WALLRE: SPECS. FOR REINF.2" SOAPGROUT SOLID AFTERBEAM INSERTION17HOIST BEAM DETAIL @ CMU WALLSTYPICAL ELEVATOR SHAFT3TYPICAL ROOF DRAG TRUSS CONNECTION DETAILTOP OF PLATE
SHEARWALLTYPEA35SPACINGFASTEN MASTERNLB SPACINGNOTES:1. (2) CLIPS/FASTENERS MIN. PERSHEARWALL WITHIN 24" OF WALL ENDS.2. FOR DOUBLE SIDED SHEARWALLS(INCLUDING PARTY WALL SHEARWALLSSHARING A DRAG TRUSS) CUT THESCHEDULED SPACING IN HALF.3. FRT FRAMING REQUIRESCLIPS/FASTENERS AT 0.9X THESCHEDULED SPACING.4. AT NON- LOAD BEARING CONDITIONSWITH NLB FASTENERS A 3/4" MAX. GAP ISPERMISSIBLE BETWEEN THE TOP PLATEAND TRUSS (NOT SHOWN IN DETAIL).5. 1 1/4" MIN. NLB FASTENER TRUSSPENETRATION.34" O.C.60" O.C.39" O.C.19" O.C.13" O.C.10" O.C.8" O.C.7" O.C.11" O.C.19" O.C.13" O.C.6" O.C.4" O.C.N / AN / AN / AG1bG2, G3G4b, G5bW1W3W5W7W9SHEARWALLROOF TRUSSBOUNDARY NAILINGRE: DECKING ATTACHMENTSCHEDULETRUSS ATTACHMENTRE: SCHEDULE(CLIP SHOWN, NLBFASTENER SIMILAR)ROOF DRAG TRUSS REQUIREDABOVE ALL PARALLEL SHEARWALLS,DESIGNED BY MANUF. FOR THETOTAL SHEAR CAPACITY OF THESHEARWALLS IT IS ABOVE(SEE SHEARWALL SHEATHINGSCHEDULE ON PLANS)2x4 BLOCKING@ 6'-0" O.C.EACH SIDEROOF DECKINGROOF DRAG TRUSS FASTENING SCHEDULE4TYPICAL OFFSET ROOF DRAG TRUSSCONNECTION DETAILTOP OF PLATE
2"MIN.11 1/4" MAX.(2x12)2X INTERIOR SHEARWALL OFFSETFROM DRAG TRUSS ABOVE0.131" x 3" NAILS SPACED SAME ASREQUIRED SOLE PLATE NAILINGBOUNDARY NAILINGRE: DECKING ATTACHMENTSCHEDULEROOF DRAG TRUSS REQUIREDABOVE ALL PARALLEL SHEARWALLS,DESIGNED BY MANUF. FOR THETOTAL SHEAR CAPACITY OF THESHEARWALLS IT IS ABOVE(SEE SHEARWALL SHEATHINGSCHEDULE ON PLANS)ROOF TRUSSES, TYPSHEATHING RE SCHED.2X4 DIAGONAL BRACE @APPX 45 DEGREES,ALTERNATE DIRECTIONROOF DECKINGTOP OF PLATE
H2.5A4~16D NAILS OR6~0.131X3" NAILS, TYP2~16D NAILS OR3~0.131X3" NAILS TYP.SHEARWALL NAILING,RE PLANCONTINUOUSLY REPEAT EXAMPLE TRUSS BRACE INSTALLATION SHOWN ABOVE ALONG ENTIRE LENGTH OF ALL PERPENDICULAR SHEARWALLS2X4 BLOCKING, TYPH2A4~16D NAILS OR 6~0.131X3" NAILS. TYP2~16D OR 3~0.131"X3" END NAILS,OTHERWISE: 3~16D OR 4~0.131"X3" TOENAILS, TYP2X6 BLOCKING,TOENAIL TO TOP PLATEW/ 16D @4" O.C. OR0.131X3" @3" O.C.2~16D NAILS OR3~0.131X3" NAILS, TYP5TYPICAL TRUSS BRACING AT PERPENDICULAR SHEARWALLS2TYPICAL NON BEARING WALL TO TRUSS CONNECTION DETAILSAT BEARING WALLSTOP OF PLATEPARALLEL TRUSS CONDITIONPERPENDICULAR TRUSS CONDITIONNOTES:1. INTERIOR WALLS ONLY.2. WALLS TALLER THAN 10' TO HAVE FASTENER SPACINGS REDUCED TO 4" O.C.3. 1 1/4" MIN. NLB FASTENER TRUSS PENETRATION.4. WHEN USING NLB FASTENERS, GAPPING ABOVE NON-LOAD BEARING WALLS SHOULD ONLY BE USED AT THEDISCRETION OF THE CONTRACTOR AND BUILDING OFFICIAL AND TYPICALLY REQUIRES CONSIDERATION OF ASSOCIATEDINSTALLATION REQUIREMENTS SUCH AS FLEXIBLE RC AND/OR DRYWALL CLIPS AT CEILING TO WALL INTERFACES.REFERENCE THE SBCA'S REPORT PARTITION SEPARATION PREVENTION AND SOLUTIONS FOR GUIDANCE.ROOF ORFLOOR TRUSSCHORDORIENTATIONMAY VARYDECKING(2) 0.131"x3"END NAILSTYPICALGAP PERMITTED WITHFASTENMASTER NLB ONLY,(3/4" MAX.)ATTACH BLOCKINGTO WALL WITH(2) 0.131"x3" NAILS OR(1) FASTENMASTERNLB CONNECTOR2X NON LOAD-BEARING WALLROOF OR FLOOR TRUSSCHORD ORIENTATIONMAY VARYDECKING2x4 BLOCKING@ 6'-0" O.C. MAX.ALONG WALL,(2 LOCATIONS MINPER WALL WITHIN24" OF WALL ENDS)1X TOP PLY PERMITTEDAT GAPPED CONDITIONSGAP PERMITTED WITHFASTENMASTER NLB ONLY,(3/4" MAX.)2X NON LOAD-BEARING WALL1X TOP PLY PERMITTEDAT GAPPED CONDITIONSATTACH TRUSSES TO WALLWITH (3) 0.131"x3" TOE NAILSOR (1) FASTENMASTERNLB CONNECTOR@ 6'-0" O.C. ALONG WALL,(2 LOCATIONS MINPER WALL WITHIN24" OF WALL ENDS)10'-0" MAX. FOR 3X2 BRACES5'-0" MAX FOR 4X2 BRACESTOP CHORDFLAT ROOF TRUSSTEMPORARY DIAGONAL BRACING@ EVERY 15 TRUSS SPACES.WEB MEMBER1STRONG BACKS @10'-0" O.C.RIBBON BOARDPER MANUFACTURERBOTTOM CHORDBOTTOM CHORDTOP CHORDRIBBON BOARDPER MANUFACTURERWEB MEMBERSTRONG BACKS @10'-0" O.C.TEMPORARY TOP CHORD BRACING.LAP AT LEAST (2) TRUSS SPACES WHERE REQ'D.TEMPORARY TOP CHORD BRACING.LAP AT LEAST (2) TRUSS SPACES WHERE REQ'D.TEMPORARY DIAGONAL BRACING@ EVERY 15 TRUSS SPACES.TYPICAL FLAT ROOF TRUSS BRACING DETAIL(REFER TO BCSI, BUILDING COMPONENT SAFETY INFORMATION, BRACINGDETAILS PROVIDED BY TRUSS MANUF. FOR FULL BRACING REQUIREMENTS)6TYPICAL EAVE CORNER FRAMINGSIMPSONLUS26 HANGER2X STRUCTURAL FASCIA, NOSPLICES WITHIN 12'-0" OF CORNER.RE: ARCH FOR DEPTH. #2 2X6 MIN.SIMPSONLUS26 HANGERROOF FRAMINGRE: PLAN.ROOF OVERHANG RE: PLAN.,CONTACT ENGR.FOR CONDITIONS GREATER THAN 4'-0"(6) 0.131"Ø X 3"TOTAL EA SIDE NAILS(3) 0.131" X 3" NAILS MIN.TYP.2X6 NAILER (EA. SIDE)TRIM ENDS NAIL W/(6) 0.131" X 3" AS REQ'D.2X STRUCTURAL FASCIA, NOSPLICES WITHIN 12'-0" OF CORNER.RE: ARCH FOR DEPTH. #2 2X6 MIN.1X OVERHANG (MIN)19TYPICAL BRACED LOOSE LINTELCONTACT ENGINEER FOR APPLICABLE LOCATIONSNOTE:1.THIS DETAIL REQUIRES ARCHING ACTION.BRICK MUST BE INSTALLED IN A RUNNING BONDWITH NO SOFT JOINTS OR DISRUPTIONS.2.WOOD BEAM DOES NOT SUPPORT BRICK.BRICK MUST BEAR ON LOOSE LINTEL BEARINGON AT LEAST 8" OF BRICK ON EITHER END.BRICK, 39 PSF MAXRE: ARCH.3/8" Ø x 6" LAG BOLTS @ 36" O.C.CENTERED IN 1/2" x 2" VERTICAL LONGSLOTTED HOLES IN BENT PLATE.DO NOT TIGHTEN PAST INITIAL CONTACT.DROP BEAM - RE: PLANCURVED 3/8" BENT PLATEBRACED LOOSE LINTEL2"BOLT HEAD WITHOVERSIZED WASHER14"5"4x12 SOLIDBLOCKING TYP.GAP BRICK AROUND TOALLOW FOR DIFFERENTIALMOVEMENTWEB STIFFENER/SHEARPLATE BYFABRICATOR THRU BOLT TO BEPROVIDED AFTERSHOP DRAWINGSSUBMITTAL FORREVIEW PRIOR TOCONSTRUCTION2"2"DOUBLE STUD EA.SIDE OF BLOCKINGRE:ARCHCANOPY & CONNECTIONSBY OTHERSHGA10 CLIP T&B @ EA.END OF BLOCKING, TYP.RE: ARCH5'-0" MAXRE: ARCH3'-0" - MIN 1/2" STEEL PLATESUBMIT REACTIONS TOE.O.R. PRIOR TOFABRICATION CONNECTIONS& RODS @ 6'-0" MAX16TYPICAL STEEL AWNING CONNECTIONFLOOR TRUSS,ORIENTATION ANDSTAGGER MAY VARYWALL BELOWMAX 2 1/2" ØPENETRATIONTHROUGH PANELSINGLE PIECE OF 4-PLY. MIN19/32" PLYWOOD ATTACHED W/0.148"X3" NAILS @ 2" O.C.ALONG ALL FOUR SIDESONE 20" MIN., OR TWO 10" MIN.,FIELD-BUILT BLOCK(S)MUST BE INSTALLEDFOR EVERY SCHEDULEDTRUSS SHEAR BLOCKNOT INSTALLED#2 SYP BLOCKINGCONTINUOUS ONALL FOUR PANELEDGES W/ 0.148"X3"NAILS @ 2" O.C.NOTES:1.OSB IS NOT PERMITTED.2.AT PARALLEL CONDITIONS CONTINUE SHEAR WALLCONSTRUCTION UP THROUGH FLOOR CAVITY WHEREDRAG LADDER TRUSS IS NOT PROVIDED.3.WALL PLATE MATERIAL MUST BE SYP.11FIELD-BUILT SHEAR BLOCK DETAILSCALE: 3/4" = 1'-0"TOP VIEW2X SOLEPLATEFLOORDECKINGFLOORTRUSS2-2X BEARINGPLATESLOAD BEARINGWALL ABOVETOP OF PLATE
LOAD BEARINGWALL BELOWADDITIONAL INTERSTITIALCRIPPLE STUDS WHERETRUSSES AND/OR STUDSARE MISALIGNED BY MORETHAN 3" CLEAR DISTANCE(NOT REQUIRED ATHIGHEST LEVEL)15TYPICAL DETAIL FOR INTERSTITIAL FLOOR FRAMING AT COLUMNS2X SOLEPLATEFLOORDECKINGFLOOR TRUSS2-2X BEARINGPLATESPROVIDEINTERSTITIALCRIPPLE STUD PACKSIZED TO TO MATCHWIDTH OF COLUMNBELOW.STUD PACK /COLUMN ABOVESTUD PACK /COLUMN BELOWWHERE TRUSSES LANDUNDER COLUMNINSTALL CRIPPLE STUDON EA SIDE OF TRUSSAS A MINIMUM, NAILEDW/ 0.131"X3" @2" O.C.A. CRIPPLE STUD REQUIREMENTSAT SCHEDULED STUD LAYOUTSB. CRIPPLE STUD REQUIREMENTSAT STUD PACKS/COLUMNS3"MAX W/OCRIPPLESHOWNALIGN TRUSS & STUD SPACING BETWEEN LEVELS @48" O.C.3"MAX W/OCRIPPLESHOWNSHEET NUMBERMAGNOLIA CONDOS126 TH ANDRANGELINE ROADISSUE DATEISSUE TITLESHEET TITLEDRAWING SCALEPROJECT NUMBERPROJECT NAME & LOCATION609.004.20HCAD / ENGThe words around this title block reflect the values and definition of Integrity Structural Corp. and do not include any notes pertaining to the drawings for this project. For God so loved the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already because he has not believed in the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV) Porque tanto amó Dios al mundo, que dio a su Hijo unigénito, para que todo el que cree en él no se pierda, sino que tenga vida eterna. Dios no envió a su Hijo al mundo para condenar al mundo, sino para salvarlo por medio de él. El quecree en él no es condenado, pero el que no cree ya está condenado por no haber creído en el nombre del Hijo unigénito de Dios. Ésta es la causa de la condenación: que la luz vino al mundo, pero la humanidad prefirió las tinieblas a la luz, porque sus hechos eran perversos. Pues todo el que hace lo malo aborrece la luz, y no se acerca a ella por temor a que sus obras queden al descubierto. En cambio, el que practica la verdad se acerca a la luz, para que se vea claramente que ha hecho sus obras en obediencia a Dios. (Juan 3:16-21,NVI) For God so loved the world the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already because he has not believedin the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV). Therefore Jesus said again, "I tell you the truth, I am the gate for the sheep. All who ever came before me were thieves and robbers, but the sheep did not listen to them. I am the gate; whoever enters through me will be saved. He will come in and go out, and find pasture. The thief comes only to steal and kill and destroy; I have come that they may have life, and have it to the full. (John 10: 7-10, NIV) Jesus answered, "I am the way and the truth and the life. No one comes to the Father except through me." (John 14:6, NIV) These bible verses reflect Integrity Structural Corp.'s strong belief and faith in Jesus Christ and it is our desire that through our work others may come to know Christ as well. May God bless this project and all of those involved.CONSTRUCTION@INTEGRITYSTRUCTURAL.COM12777 JONES RD., STE 388HOUSTON, TX 77070281 894 70992020.09.09PROGRESS SETJT / GD2020.10.07BID DOCUMENTSJT / GD2020.11.11CONTRACT SETJT / GDSTANDARDWOOD FRAMINGDETAILS3/4" = 1'-0"S0-3B