HomeMy WebLinkAboutSD2-1 Floor Framing DetailsRE: ARCH.
RE: ARCH.
TOP OF PLATEDROP BEAM,RE: PLAN4-0.131"x3" TOE NAILSAT EACH TRUSSSHALLOW FLUSH BEAM,RE: PLAN2X BLOCKING W/ BOUNDARY NAILINGAT ALL BLOCKING AND DECKING INTERFACES(OVERSIZE AS REQUIRED TO LAP)SLOPED TRUSS W/TOP CHORD BEARINGRAILING, CONNECTION ANDBLOCKING (NOT SHOWN) BY OTHERSSLOPED TRUSSBALCONY TRUSSDROPPED TOP CHORDPER ARCH.DROPPED TOP CHORDPER ARCH.DROPPED TOP CHORDPER ARCH.STAGGER TRUSSES OVER WALL(OR OPTIONAL KEY TOGETHER)2X4 RIBBON(HORIZONTAL)SOLID BLOCKING, NAIL EA. PLY TO MATCHSOLE PLATE NAILING ABOVEDROP BEAM CONDITIONSHALLOW FLUSH BEAM CONDITIONRAILING, CONNECTION ANDBLOCKING (NOT SHOWN) BY OTHERSDROPPED TOP CHORDPER ARCH.CONT. 2X4 RIBBONEACH PLYSOLID BLOCKINGDEEP FLUSH BEAM,RE: PLANBALCONY TRUSSDEEP FLUSH BEAM CONDITIONRAILING, CONNECTION ANDBLOCKING (NOT SHOWN) BY OTHERSDROPPED TOP CHORDPER ARCH.SOLID BLOCKINGMETAL HANGER SIZED & PROVIDEDBY TRUSS MANUFACTURERPARALLEL FLOOR TRUSS CONDITIONPERPENDICULAR FLOOR TRUSS CONDITIONTOP OF PLATE
TOP OF PLATE6SLOPED TRUSS @ BEAMSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)7DROPPED TRUSS @ BEARING WALLSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)TOP OF PLATE1 EXT. - PERP. TRUSSSCALE: 3/4" = 1'-0"2EXT. - PARALLEL TRUSSSCALE: 3/4" = 1'-0"3TRUSS TO FLUSH BEAMSCALE: 3/4" = 1'-0"4TRUSS BEARING @ INT. WALL (TRUSS ORIENTATION VARIES, RE:PLAN)SCALE: 3/4" = 1'-0"PERPENDICULAR-PERPENDICULAR CONDITIONPERPENDICULAR-PARALLEL CONDITIONPARALLEL- PARALLEL CONDITION5TRUSS HANGERED TO GIRDER TRUSSSCALE: 3/4" = 1'-0"TOP OF PLATETOP OF PLATE TOP OF PLATE
TOP OF PLATE ATYPICAL EXT. WALL - PERP. TRUSSESSCALE: 3/4" = 1'-0"RE. SCHEDULETOP OF PLATE 2X WALLTOPPING + SOUND MAT (NOT SHOWN).CONDITION VARIES, RE: ARCHFLOOR DECKING, RE: SPECSCONT. 2x4 RIBBON WITH (3) 0.131" x 3"@ EACH TRUSSTOENAIL EACH TRUSS TO PLATEW/ (2) 0.131" x 3" EACH FACERE. SCHEDULELADDER TRUSS /KNEE WALL TRUSSBOUNDARY NAILING ONEXTERIOR SHEARWALLSMATCH SOLE PLATENAILING FOR WALLBELOWWALL PERPENDICULAR TO TRUSSESWALL PARALLEL TO TRUSSES2x SOLE PLATE, RE: ATTACHMENTSCHEDULE ON NOTES PAGEFLOOR TRUSS, INSTALL PER BCSIEXTERIOR SHEATHINGRE: SHEARWALLPLAN NOTESBOUNDARY NAILINGON EXTERIORSHEARWALLS2X WALLFLOOR DECKING, RE: SPECS2X SOLE PLATE, RE: ATTACHMENTSCHEDULE ON NOTES PAGETOP OF PLATE TOENAIL ENDS W/ (3) 0.131" x 3"BOUNDARY NAILINGON EXTERIORSHEARWALL WALLSLAPNAIL ENDS W/ (3) 0.131" x 3"(2) 2X TOP PLATE2X BEARING WALLHEADER OR DROP BEAM INSTEAD WHERE SHOWN ON PLANSTRONGBACK RE:STD DTLS.BTYPICAL EXT. WALL - PARALLEL TRUSSESSCALE: 3/4" = 1'-0"TOPPING + SOUND MAT (NOT SHOWN).CONDITION VARIES, RE: ARCHBOUNDARY NAILING ONEXTERIOR SHEARWALLS2X4 LAPPED BLOCKING @ 60" O.C. MAX. BETWEENINTERSECTING WALLS AND/OR STRONGBACKS(2) 2X TOP PLATE2X BEARING WALLHEADER OR DROP BEAM INSTEADWHERE SHOWN ON PLANFLOOR TRUSS, INSTALL PER BCSIEXTERIOR SHEATHINGRE: SHEARWALLPLAN NOTES(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)CENTER UNDER WALL ABOVEWHERE PRESENT U.N.O.DEEP FLUSH BEAMHANGERS SIZED AND PROVIDEDBY TRUSS MANUFACTURERHANGER SIZED AND PROVIDEDBY TRUSS MANUFACTURERGIRDER TRUSS W/ WEBOPENINGS PER MEPPROVIDE SEAT INTRUSSES, (ALTERNATIVELYTRUSS MAY BESTAGGERED + LAPPED)CONTINUOUS BEARINGTRUSS UWA2X4 RIBBON2X4 VERTICAL SCAB W/ (2)0.131"X3" O.C. (PROVIDECRIPPLE UNDER WALL FORNAILING TO WHERE TRUSSIS NOT PRESENT)(5) 0.131"X3"RE: TRUSS MANUF.FOR MAX. GAPSOLID BLOCKING, NAIL EA.PLY TO MATCH SOLEPLATE NAILING ABOVE(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)TOP OF PLATE
PROVIDE TOP CHORDSEAT IN TRUSSES AS REQUIREDCENTER UNDER WALL ABOVEWHERE PRESENT U.N.O.RE: TRUSS MANUF.FOR MAX. GAPSHALLOW FLUSH BEAMSOLID BLOCKING, NAIL EA.PLY TO MATCH SOLEPLATE NAILING ABOVETOP OF PLATE
RE: ARCHCMU W/ REINF.RE: SPECSCMU BOND BEAMW/ REINF. - RE: SPECS2x6 W/ 58" X 6" TITEN HDW/ 3"x3"x14" SQUAREWASHERS @24"O.C.IN BOTTOM OF 2" VERT. LONGSLOTTED LEDGER HOLES,DO NOT OVER TIGHTEN2X BEARING WALL(LEDGER DOES NOTSUPPORT TRUSSVERTICALLY)BOTTOM CHORD BEARING TRUSS W/2x6 RIBBON SPACE10CMU SLIP CONNECTION TRUSSSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)11CMU CONNECTION PARALLEL TRUSSSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)TOP OF PLATE2"2"CMU W/ REINF.RE: SPECSCONT.(2) 2x12 #2 SYP LEDGERW/ 2 58"Ø SIMPSON TITENANCHORS @ 12" O.C. STAGGEREDU.N.O. ON PLANCMU BOND BEAMW/ REINF. - RE: SPECS2X BLOCKING W/ BOUNDARY NAILINGFROM DECKING & TO LEDGERTOP CHORD BEARING TRUSS9CMU LEDGER - PERP TRUSSSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)A34 W/ SD SCREWS @24"O.C.2x6 W/ 58" x 6" TITEN HD W/ 3"x3"x14"SQUARE WASHERS @24"O.C. IN BOTTOMOF 2" VERT. LONG SLOTTED LEDGERHOLES, DO NOT OVER TIGHTENRE: ARCHOFFSET CONTINUOUSBEARING TRUSS ASREQUIRED, 1" MAXCLOF POST & PLATEHANDRAIL POST,WHERE APPLICABLE,RE:HANDRAIL DESIGNERHANDRAIL POST PLATE,ATTACHED & DESIGNEDBY HANDRAIL DESIGNER, TYPALIGN EDGE OF BALCONYW/2XSCAB, TYP.TOP OF PLATE
EDGE OF BALCONYSHEATHING, RE:SPECSFLOOR DECKING,RE:SPECSBALCONY TRUSS,RE:SCHED.ADDITIONAL 2X SCABS ATTACHED TOBOTTOM CHORD AS REQUIREDATTACH DECKINGTO 2X SCABS & TRUSS TOPCHORD W/0.131"X3"NAILS@6"O.C.2X6 CONT. SCAB ATTACHED TO TOPCHORD &WEBS W/(2)ROWS OF0.131"X3"NAILS STAGGERED @3"O.C.(MINIMUM BLOCKING, RE:HANDRAILDESIGNER FOR FINAL DESIGN)BALCONY TRUSS,RE:SCHED.PER HANDRAIL DESIGNER, 4 1/4"MAX.8TYP. PARALLEL BALCONY RAILING CONNECTION DETAILSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)SHOWER MUD PAN
RE: ARCH
(4" MAX)
VERIFY WITH ARCHTOPPINGRE: TRUSS LOADING SCHEDULEDECKINGTRUSS DEPTH
RE: TRUSS LOADING
SCHEDULE & ARCH.12TRUSS DEPRESSION @ OWNER SHOWERSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)TOP OF PLATE
20" TRUSS
VERIFY WITH ARCH
RE: PLAN
TOP OF PLATE
FLOOR TRUSSWF BEAMRE:PLANHANGER PROVIDED BYTRUSS MANUFACTURERRE: STANDARD DETAILSBLOCKINGRE:STD.DETAILSFLOOR TRUSSWALL ABOVE WHEREINDICATED ON PLAN13TYP. TRUSS @ STEEL BEAMSCALE: 3/4" = 1'-0"14DETAIL AT STEEL LINTEL AT OVERHEAD DOORSCALE: 3/4" = 1'-0"TYPICAL TOP OF PLATE
BRICK - RE: ARCHOVERHEAD DOOR - RE: ARCHHSS 6 x 4 x 3/8 STUB COLUMN @ 48" O.C.FLUSH TO EXTERIOR OF STEEL BEAMUNIT2X NAILER2X EXTERIOR WALL - RE: PLANUNIT℄OF STEEL AND LOWER 2X WALL1/4' WEB STIFFENEREACH SIDE ATBEAM BEARING1/2" BENT PLATE10"6"1/4"VERIFY WITH ARCH
1/4"1/4"1/4"HSS BEAM - RE: PLAN(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)TOP OF PLATE
CMU BOND BEAMW/ REINF. - RE: SPECSA34 W/ SD SCREWS @24"O.C.CMU W/ REINF.RE: SPECS2x6 W/ 58" x 6" TITEN HD W/ 3"x3"x14"SQUARE WASHERS @24"O.C. IN BOTTOMOF 2" VERT. LONG SLOTTED LEDGERHOLES, DO NOT OVER TIGHTENRE: ARCHHOLD FIRST TRUSSTIGHT TO LEDGER512"2 x 6 WALL BEYONDBLOCK UP TO FINISHFLOOR PER ARCH.PROVIDE PAIRS OFSIMPSON H6 TWISTSTRAPS ON EACH SIDEOF RAIL POST (4 TOTALPER POST). WRAP STRAPOVER BUILT UP BLOCKINGREQUIREDDECKINGINSULATIONRE: ARCHDECKINGBLOCK UP TO FINISHFLOOR PER ARCH.PROVIDE PAIRS OFSIMPSON H6 TWISTSTRAPS ON EACH SIDEOF RAIL POST (4 TOTALPER POST). WRAP STRAPOVER BUILT UP BLOCKINGREQUIREDBLOCK UP TO FINISHFLOOR PER ARCH.PROVIDE PAIRS OFSIMPSON H6 TWISTSTRAPS ON EACH SIDEOF RAIL POST (4 TOTALPER POST). WRAP STRAPOVER BUILT UP BLOCKINGREQUIRED4' MAX. BRICK HEIGHTRE: ARCHL 5 x 5 x 516" CONTINUOUS, HOLDTIGHT TO SHEATHINGSIMPSON A34 @ EA. ENDBOUNDARYNAILINGBRICK SUPPORTED ON LINTELS ANCHORED TO FRAMING MUSTBE ISOLATED FROM BRICK SUPPORTED AT DIFFERENTELEVATIONS OR IN A DIFFERENT MANNER. GAP & COURSE ALLBRICK TO ALLOW FOR WOOD SHRINKAGE & DIFFERENTIALMOVEMENT. LINTEL SUPPORT ANGLED BRICK MUST HAVE2"X2"(MIN.) WELDED BRICK STOPS @ 48"O.C. BRICK INSTALLEDWEIGHT MUST NOT EXCEED 39PSF.(2) ROWS OF 14" Ø X 3 12" SIMPSON SDSSCREWS @ 3" O.C. HOLES ARE TO BEPRE-DRILLED OR PRE-PUNCHED 0.305"ØMAX.RE: ARCH. 4'-0" MAX
FINISH FLOOR
4X12 SOLIDBLOCKING1" MIN.
3 4"1"INSULATION PER ARCHBLOCKING BETWEENSTUDSBALCONY TRUSS. HOLDFIRST TRUSS TIGHT TO STUD WALL15BRICK RELIEF AT CANTILEVERED STUDSSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)FINISH FLOOR
STUD WALL BEYONDLVL STUD PACK BEYONDHIGH HEADER. RE:PLAN FOR SIZE ANDATTACHMENT TO LVLSTUD PACK BEYOND CANTILEVERED FLOOR TRUSSLOW HEADER. RE:PLAN FOR SIZE ANDATTACHMENT TO LVLSTUD PACK BEYOND16SECTION AT CANTILEVERED FLOOR TRUSSSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)PARALLEL TRUSS CONDITION TRUSS412"MIN.1 1 3"
MIN.
3"3"3"
MIN.
COORD W/ STAIR
CONNECTION DESIGNER,
BLOCK UP AS REQUIRED
AT SUPPORTS
STAIR & CONNECTIONS BYOTHERS. 18'-0" MAX.HORIZONTAL SPAN,2'-0" MAX TRIB PER STRINGERAT A MINIMUM PROVIDE 34" ØTHROUGH BOLTS W/ WASHERS;(2) MIN. FOR HORIZONTAL SPANS UP TO 12'-0",(3) MIN. FOR HORIZONTAL SPANS UP TO 18'-0"RE ARCH. FOR SLOPEWHERE PRESENTFLUSH BEAM RE: PLAN,TOP FLUSH W/ CRIPPLES@ SUPPORTS17TYP. STEEL STRINGER CONNECTIONSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)TOP OF PLATE
BLOCKINGHSS 4 X 4 X 12" STUBCOLUMN @48" O.C.CENTERED ON HSS COL.1/4"NS & FS1/4"NS & FS1/4"WF BEAM. RE: PLANSHEET 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 / GDFLOORFRAMINGDETAILS3/4" = 1'-0"SD2-1