HomeMy WebLinkAboutS1-8 Standard Wood Framing4" MAXRe: PLAN & ARCHFIN. FLR.6" MIN.RE: PLAN FOR EXCEPTIONSCONT. #3#3 W/180°HOOK @18"O.C.EMBEDMENT,
RE:SCHEDULE
WIDTHRE: SCHED.4DROPPED EXT. FOOTING @ CURBSCALE: 3/4" = 1'-0"VARIES,
4" MAX.RE: ARCH FOR SLOPE WHERE PRESENTWIDTHRE: SCHED.5EXT. FOOTING @OVERHEAD DOORSCALE: 3/4" = 1'-0"RE:PLAN FORM DOOR POCKETPER ARCHVARIES,
RE: PLAN
RE: ARCH FOR SLOPE WHERE PRESENTPAVING BY OTHERS(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)RE: ARCH4" MAX.WIDTHRE: SCHEDULEEMBEDMENT
RE:SCHEDULE3EXT. FOOTING W/BRICKSCALE: 3/4" = 1'-0"WIDTHRE: SCHEDULEEMBEDMENT
RE:SCHEDULE
CMU RE: SPECSBRICK - RE: ARCHSLAB DEPTH
RE: SCHED.8EXTERIOR GRADE BEAM @ CMU WALLSCALE: 3/4" = 1'-0"4 1/2" PER ARCH.RE: ARCH
3" MAX.(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)EMBEDMENT,
RE:SCHEDULE
10'-0" MAX HEIGHT RE: ARCH
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)RE: PLAN
FIN. FLR.ASCHEDULESCALE: 3/4" = 1'-0"1EXT. FOOTING @ DROPPED SLABSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)WIDTHRE: SCHED.2INT. FOOTINGSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)BTYPICAL CONVENTIONAL EXTERIOR FOOTING CONSTRUCTION DETAILSCALE: 3/4" = 1'-0"CTYPICAL CONVENTIONAL INTERIOR FOOTING CONSTRUCTION DETAILSCALE: 3/4" = 1'-0"2X WALL RE: PLANANCHORAGE, RE: SCHEDULEVAPOR RETARDERPER GEOTECHWIDTH RE: SCHED.EMBEDMENT,
RE:SCHEDULE FINISHED GRADERE: CIVIL8"
EXPOSURE
FIN. FLOOR
CLOF FOOTING AND REINFORCINGFOOTING REINFORCINGRE:SCHEDULECONTROL JOINTS @ 12' O.C.EA. WAY, RE: SPECSFIRST CONTROL JOINT @ END OF DOWEL,APPROX. 39" FROM SLAB EDGESLAB DEPTH
RE: SCHEDULE
2X WALL RE: PLANANCHORAGE, RE: SCHEDULEVAPOR RETARDERPER GEOTECHWIDTH RE: SCHED.3" CLR.
FIN. FLOOR
CLOF FOOTING AND REINFORCINGEMBEDMENT
RE:SCHEDULE
FOOTING REINFORCINGRE:SCHEDULECOMPACTED BUILDING PADPER GEOTECHNICAL REPORTSLAB DEPTH
RE: SCHEDULE3" CLR.TYP.SLAB REINFORCINGRE: SCHEDULE3" CLR.3" CLR.TYP.1'-4"Vapor Barrier18"AS REQ'D.2"Clr2" Clr 1'-0"#5 @ 8" o.c. EW(Top and Bottom)Hook Ends (Typ)2 Add'l #5 (Bottom)1'-0"(Verify withElevator Manuf.)Verify sump pit depthand location w/ equip.purchased#5 @ 9" o.c. vertical ea. face(8" Hook)#5 @ 8" o.c. EW(Top and Bottom)Hook Ends (Typ)Provide Grate Per Architect.CMU WallRe: SpecsELEVATOR PIT DEPTH(VERIFY WITH ELEVATOR MANUF.)Re: Arch. for waterproofing#5@8" o.c.1'-0"3" CLR.TO HOOK8"Cont. #52 x KeywayRE: ELEVATOR MANUF. DRAWINGS FORALL RAIL, LADDER, SILL ANGLE, GRATE, ETC.EMBEDS REQ'D. SHORE WALL UNTIL UPPERSLAB IS CURED.2x4WALLSLAB REINF.RE: SCHED.12" CMU,RE: SPECS6ELEVATOR PIT SCALE: 3/4" = 1'-0"FIN. FLOOREMBEDMENT,RE:SCHEDULEWIDTHRE: SCHED.#3 BARS @24" O.C.36"24"COLD JOINT#3 BARS @24" O.C.36"24" COLD JOINT.CUT & LAP VAPOR BARRIERAT BOTTOM OF FOOTING TOPREVENT BRIDGINGCUT & LAP VAPOR BARRIERAT BOTTOM OF FOOTING TOPREVENT BRIDGINGDTYPICAL FOOTING TEE AND CORNER DETAILNOT TO SCALE(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)FOOTING WIDTHRE: SCHEDULEFOOTING WIDTH
RE: SCHEDULE TYP. HORIZ. REINFORCING,RE: SCHEDULEFOOTING WIDTH
RE: SCHEDULE FOOTING WIDTHRE: SCHEDULEFOOTING CORNER DETAILFOOTING TEE DETAILTYP. HORIZ. REINFORCING,RE: SCHEDULE36"36"7TYP. FOOTING REINFORCEMENT AT H2 HOLDDOWN OR ABOVESCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)RE: CIVIL
FIN. FLR.
EMBEDMENT
RE: SCHED.WIDTHRE: SCHED.9INT. FOOTING W/CURBSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)CONT. #3#3 W/180°HOOK@18"O.C.VARIES, RE: PLAN
4" MAX.6" MIN.RE: PLANFOR EXCEPTIONSLAB THICKNESS
RE: SCHED #3 CONT. NOSING BAR#4 "L" DWLS @ 16" O.C24"24"#3 CONT.SLAB REINFORCINGRE: SCHEDULE8"BOND BEAM, RE: SPECS12"COMPACTED BUILDING PADPER GEOTECHNICAL REPORTCONTROL JOINTS @ 12' O.C.EA. WAY, RE: SPECSEMBEDMENT,RE:SCHEDULE
12" DOWELS, 24" LONG @24" O.C.W/ ONE END GREASEDWIDTHRE: SCHEDULEEMBEDMENT
RE:SCHEDULE
CMU RE: SPECS#3 CONT.10FOUNDATION AT CMU AND DROPPED SLABSCALE: 3/4" = 1'-0"8"#5 @ 16" O.C. IN SAMECELL AS CMU REINF.EMBED INTO FOUNDATIONAND LAP 60" MIN WITHTYPICAL CMU REINF.(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)RE: PLAN
FIN. FLR.
SLAB THICKNESS
RE: SCHED
12"5"#3 W/180°HOOK@18"O.C.STUD WALLRE: ARCH
4" MAX 5 12" MIN60"CLWALL & FOOTING3"
2"3"4" GRANULAR FILLUNDER SLAB PERGEOTECH4" GRANULAR FILLUNDER SLAB PERGEOTECH3" CLR.
RE: ARCH FOR DROP AMOUNT
4" MAX.PREFABRICATED STAIR BYOTHERS. ANCHOR DESIGNBY STAIR MANUFACTURERHOLDDOWN FOOTINGWIDTH. RE: PLAN FORHOLDDOWN CALLOUTAND STD. NOTES ANDSCHEDULES FORCORRESPONDINGFOOTING SIZESEMBEDMENT,
RE:SCHEDULE
H2 HOLDDOWN OR GREATERRE: SHEARWALL PLAN ANDSHEARWALL NOTES & SCHED.PROVIDE (2) ADD'L #3 HAIRPINBARS AT H2 OR GREATERHOLDDOWN LOCATIONS. (ONEEACH SIDE, 3" OFFSET) RE:SHEARWALL PLAN FORLOCATIONS24"12"11 2" CLR.
11 2" CLR.5"11 2" CLR.
11 2" CLR.
11 2" CLR.
11 2" CLR.12"5"11SLAB SLOPE DETAILSCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)RE: PLANFIN. FLR.
RE: PLAN
FIN. FLR.SLOPE. RE: ARCHSLAB THICKNESSRE: SCHED8"#5 "L" BARS TOP & BOT.36"36"#5 "L" BARS TOP & BOT.4" MAX
8"
11 2" CLR.12TYPICAL FOOTING BEYOND SLAB EDGE DETAIL3/4" = 1'-0"NOTE: CONT. FOOTING ANDSLAB REINF. THRU FOOTING(NOT SHOWN).1'-2"8" Min.RE: PLANEQUALEQUALRE: FOOTING SCHEDULEFOR REINFORCINGEMBED BASEPLATERE: TYP. BASE PLATEDETAILSWOOD COLUMN BASEAT WOOD COLUMNS INSTEADSTEEL OR WOOD COL. RE: PLAN#3 SQ. TIES @ 10" O.C. W/(3) IN TOP 5" & #5 BARSIN EA CORNER W/ 12" HOOKS AT BOTTOM(CENTER CAGE ON STEEL COLUMN)REBAR CAGE ONLY REQUIRED WHENSTEEL BASEPLATE / COLUMN IS PRESENTEXT. WALL LINERE: PLAN
FIN. FLR.
DEPTH
RE: SCHED.RE: PLAN3" CLR C OF COLUMN & FOOTINGL#5 @ 16" O.C. IN SAMECELL AS CMU REINF.EMBED INTO FOUNDATIONAND LAP 60" MIN WITHTYPICAL CMU REINF.RE: ARCH
4" MAX
AARE: PLAN
FIN. FLR.38"512"RE: ARCH
4" MAXFOOTING CORNER DETAILSTEEL COLUMN BEARINGDIRECTLY ON FOUNDATIONINSTEAD OF CURBREINFORCED SLAB WITHFOOTINGS BEYONDTERMINATE CURBBEFORE REACHING STEELCOLUMNSTUD WALLON CURBFLOORFRAMINGDETAILS3/4" = 1'-0"SD1-1SHEET 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 / GD