HomeMy WebLinkAboutS0-4B-STANDARD ELEVATED POST-TENSIONED CONCRETE DETAILSW 1.5T1.5T W
HT. +
1.5T
HT. +
1.5T
MILD REINFORCEMENT TO BE
DISTRIBUTED WITHIN THE
DIMENSION LINES EA. WAY
MILD REINFORCEMENT TO BEDISTRIBUTED WITHIN THEDIMENSION LINES EA. WAY1
12
FOR 7" SLABS OR MORE,
PLACE ANCHOR UPRIGHT
@ MIN 3" O.C. FOR 6 1/2"
SLAB OR LESS, PLACE
ANCHORS SIDEWAYS @
MIN 6" O.C.
2 STRANDS MIN @ UNSUPPORTED
SLAB EDGE, PARALLEL TO
DISTRIBUTED TENDONS
SLAB EDGE
TOP REBAR TYP.
@ MAX 12" O.C.
DISTRIBUTED TENDON
SPACED @ 6X SLAB
THICKNESS OR 48" O.C. MAX
BANDED TENDONS
MAX 4 PER BUNDLE MAX
CURVATURE
PER DET 30NOTE TWO STRANDS TO
PASS DIRECTLY OVER EA.
COLUMN EA. WAY
LEGEND
T = SLAB THICKNESS
W = COL. WIDTH
H = CAP/DROP DEPTH BELOW SLAB
SOFFIT AT FACE OF COLUMN
TOP REINF.2 7/8"15 TOP REINFORCEMENT AT EXTERIOR COLUMNS
NOT TO SCALE 2' - 2 3/4 "5 1/4" 1' - 4 7/8"4 5/8" 4 3/4" 1' - 4 3/8" 4 5/8"
2' - 1 7/8"
LEGEND
T = SLAB THICKNESS
W = COL. WIDTH
H = CAP/DROP DEPTH BELOW SLAB
SOFFIT AT FACE OF COLUMN
16 TOP REINFORCEMENT AT INTERIOR COLUMNS
NOT TO SCALE
MILD REBAR TO BE
PLACES WITHIN DIM.
LINES EA. WAY
MILD REBAR TO BEPLACES WITHIN DIM.LINES EA. WAYDISTRIBUTED TENDONS
SPACED @ 6 X SLAB
THICKNESS OR 48" O.C.
MAX. UNO
BANDED TENDONS.
MAX. 4 STRANDS
PER BUNDLE
TOP REBAR
MAX 12" O.C.
TOP REBAR (TYP)
STAGGER 12" E.W. UNO
NOTE:
TWO STRANDS MIN. TO PASS
DIRECTLY OVER COLUMN EA. WAY3 1/4"
4" 1.5THT. +W 1.5THT. +1 ' - 9 7/8 "
1.5T
HT. +W 1.5T
HT. +
1' - 9 1/2"
17 SECTION -BANDED TENDONS AT MID-SPAN
NOT TO SCALE
UNIFORM
TENDONS
SUPPORT BAR OR
SLAB BOLSTER BANDED
TENDONS
BOTTOM REINF.
RE: PLAN
1 #4 CONT.RE: SPECSEQ EQ
SUPPORT WIDTH
CLR.
2" MIN.
A1 B1 C1
A3 B3 C3
A2 B2 C2
TRANSITION TENDON
BANDS
SLAB
NOTE:THE SPAN OF THE TRANSITION TENDON CHANGES FROM L1 AT
LINE 1 TO L2 AT LINE 2. PLACE TRANSITION TENDON WITH ITS
CONTROL POINTS A3, B3 AND C3, EACH VARYING LINEARLY
FROM 1 TO 2 BETWEEN THEIR RESPECTIVE VALUES AT 1 AND 2.
TENDON ORDINATES
SHOWN ON PLAN
TENDON ORDINATES
SHOWN ON PLAN
GRID
GRID
L1
2' - 2 3 /8"EQ EQ
L2
18
PLACEMENT OF TENDONS IN SPANS OF
VARYING LENGTH
NOT TO SCALE
2'-6" OVERLAP MIN. BETWEEN #4 BARS.
BOTTOM BARS SHALL
BE TIED TOGETHER
W/ BINDING WIRE
@10" O.C. MAX
ALONG THE LAP
3/4"2"3/4 V-GROOVE BOTH
SIDES OF POUR STRIP
2~#4 X CONT. 1" CLR OF P.T. ANCHOR
CUT STRAND AND
CAP ANCHORS
3/4" TOOLED JOINT WITH SEALANT
BOTH SIDES OF POUR STRIP
FOR UP TO 8" THICK SLABS: 6~#4 TOP &
BOTTOM FOR SLABS THICKNESSES
GREATER THAN 8": 8~#5 TOP & BOTTOM
POUR STRIP -PLACE NOT LESS
THAN 28 DAYS AFTER FULLY
STRESSING P.T. SLAB TENDONS
P.T. TENDONSEE NOTE 4
#4 @ 20" O.C. -TOP (EA. SIDE)
& #4 @ 12" O.C. -BOT. (EA. SIDE)
KEY CONT. OR KEY BETWEEN
TENDON ANCHORS
VERIFY STRETCHING
RAM NOSE CLEARANCE
WITH PT SUPPLIER
TYP. KEY DETAIL
TENDON ANCHOR FOR BANDED OR
DISTRIBUTIVE TENDONS REQ'D. PER
STD. ANCHORAGE DETAILS
SECOND POURFIRST POUR
NOTES:
1. AT POUR STRIP, USE FIBER REINFORCED (FORTA FIBER OR EQUIVALENT @ 1.5 LBS/CU. YD.) CONCRETE.
2. AT TOP OF POUR STRIP, PROVIDE 3/4" DEEP TOOLED JOINTS, FILLED WITH SEALANTS, IN TRANSVERSE
DIRECTIONS AT 4'-0" O.C.
3. ROUGHEN SLAB EDGES TO 1/4" AMPLITUDE OR PROVIDE SHEAR KEYS BETWEEN ANCHORS, CONTRACTOR
OPTIONS.
4. TOP AND BOTTOM LONGITUDINAL BARS IN POUR STRIP TO BE CHAIRED DURING PLACEMENT OF ADJACENT
SLABS.
RE: BLOW-UP
ADD'L #4 BARS EA. SIDE (T&B)
4'-6" MIN. EMBED FOR
19 SLAB POUR STRIP DETAIL
NOT TO SCALE
MAX. 5'-0" WIDE POUR STRIP
1' - 8 1/2"
SDFGHSH
CONCRETE HAS ATTAINED DESIGN STRENGTH
SLAB TO REMAIN SHORED UNTIL POUR STRIP
3 5/8"RE: PLANADD'L #4 BARS EA. SIDE (T&B)
4'-6" MIN. EMBED FOR
5 1/4"EQEQ 2 1/4"
4 1/2"
1 1/2"
3'- 0"3'- 0"7'-0"
6'-0"
2~ #5 TOP & BOTTOM AS SHOWN TYP. UNO
7 1/4" 7 1/4"20
TRIM BARS AT RE-ENTRANT
CORNERS
NOT TO SCALE
2'-0"32"
32"
5 #5 12'-0" @ 18"O.C. TOP
5 #5 @ 16" O.C. BOTTOM
1 #5 TOP & BOTTOM
CONT.
SUPPORT
BELOW
CONT.
SUPPORT
BELOW
3 3/4" 21 TRIM BARS AT SUPPORTED SLAB EDGES
NOT TO SCALE < 12"18" MIN. RE: PLAN DRAWINGS
12" MIN.3'-0" MIN.2 ~ #5 TOP & BOTTOM TYP.
ADDED REINFORCEMENT
UNO
RE PLAN FOR
ADD'L. REINF. 1' - 2 1 /8" 11 3 /8"1' - 0 1/2"
3' - 3 3/4"
22
TRIM BARS AT CANTILEVERED
SLAB
NOT TO SCALE
1' - 10 1/2"
NOTE:
UNLESS NOTED OTHERWISE,
STAGGER ALL BARS (ALL
CONDITIONS) 12" UNLESS SPACE
INSUFFICIENT IN WHICH CASE FIELD
ADJUST TO LESS STAGGER.
BOTTOM REBARS WHERE OCCUR
SEE PLAN (EXTEND 1/4 OF INTERIOR
SPAN BARS AND 1/3 OF EXTERIOR
SPAN BARS (UNLESS NOTED
OTHERWISE ON PLAN) CONTINUOUS
TO COLUMNS OR SUPPORTS
TOP REBAR AT
SUPPORT TYP.
SUPPORT MID-SPAN SUPPORT
STAGGER
EQ EQ
RE: PLAN
STAGGER STAGGER
EQ EQ
RE: PLAN
STAGGERSTAGGER
23 PLAN VIEW -ARRANGEMENT OF REINF. BARS IN SLAB
NOT TO SCALE
EQ EQ
RE: PLAN
STAGGER
10'-0" WALL LENGTH 10' -0"10' -0"3'-0"7'-0"#4 @ 12" O.C.
ALTERNATE (T) &
(B) UNO2 #5 (T) & (B)
EDGE OF
SLAB/BEAM
WALL
24
PLAN -EXTERIOR WALLS ADDITIONAL REBARS FOR
CIP / MASONRY BEARING/SHEAR WALLS
NOT TO SCALE
8 1/4"2' - 11 7/8"10 3/4"11"11"10' -0" WALL LENGTH RE PLAN 10' -0"10' -0"10' -0" #4 @ 12" O.C. ALTERNATE (T) & (B)
1 #5 X 12'-0"
EACH (T) & (B)
WALL
8 1/4"2' - 11 7/8"10 3/4"1 ' - 5 1/2"7 3/4"8 3/8"
25
PLAN -INTERIOR WALLS ADDITIONAL REBARS FOR
CIP / MASONRY BEARING/SHEAR WALLS
NOT TO SCALE
18" OPENING OR CENTER
#5 HAIRPIN PLACED RADIALLY TO HOLD
TENDONS IN PLANE OF SLAB PLACE
OVER CURVED LENGTH OF TENDON AT
(72"/NUMBER OF STRANDS) IN. ON
CENTER BUT NOT MORE THAN 18
INCHES APART
PT SLABPT TENDON
RE: PLAN
EDGE OF OPENING
WHERE IT OCCURS
SECTION A
TENDON HAIRPIN
5"
OF TENDON TURN
1' - 10"
CFGHJ
26 TYP. HAIRPIN @ AT TENDON TURNS
NOT TO SCALE A<1
12
27 TENDON PLACEMENT FOR TURNS > 1:12
NOT TO SCALE
NOTE: WHERE TENDON TURN IS GREATER THAN 1:12
1 -KEEP TENDONS MIN. 2" APART AT TURN
2-PLACE HAIRPIN PER TYP. HAIRPIN DETAIL
2" GAP
BETWEEN
TENDONS2 1 /2 "2 5/8"12"
HORIZONTAL
SUPPORT BARS
NA
PLAN
SECTION
CHAIRS @ 3'-0" O.C. MAX.
DEAD END ANCHORAGES
STAGGERED AND PLACED
HORIZONTAL IN SLAB
#4 x 24" LONG TOP
& BOTTOM TIED TO
ANCHORAGES
SUPPORT
BARS
BANDED OR DISTRIBUTED
TENDONS RE: STANDARD
ANCHORAGE DETAILS
1
12
1' - 1"
28 PLACEMENT OF ADDED TENDON
NOT TO SCALE 9"4" MIN. 3" 3" 36" STRAIGHT SLAB EDGE
SUPPORT BARS
WHERE TENDONS TURN PER HAIRPIN PER DET. 27
SYM.
MIN. SPACING
4 STRAND MAX.
PER BUNDLE
TYP. BETWEEN
BUNDLES U.N.O.
GROMMET AT
STRESSING
END ONLYTOP & BOTTOM BARS PER
ANCHORAGE DETAILS 1' - 5 7 /8"8 5/8 "5 7 /8"6 1/8"1' - 6 3/4"
29 FLARING OF BANDED TENDONS AT SLAB EDGE
NOT TO SCALE 3"TYP.3"
TYP.3N + 5"30" MIN.30"TYP.SHEAR KEYS 3 1/2"X 1/2" TYP.
N, NUMBER OF TENDON
ADD 4 # 4 EACH DIRECTION
SEE NOTES
NOTES:
PLAN
SECTION
- IF BLOCKOUT IS EXPOSED TO WEATHERING AND OR
MOISTURE USE GROMMETS; CUT STRESSED STRAND
TAILS; PREPARE AND SEAL STRESSING POCKETS AS
STIPULATED IN GENERAL NOTES; CAULK JOINT ALL AROUND.
- CONTINUE ALL INTERUPTED BARS SHOWN IN PLANS
THROUGH THE BLOCKOUT -FILL BLOCKOUT WITH
NON-SHRINK CONCRETE OF MIN. SAME STRENGTH AS SLAB.
STRAND TAILS
SEE NOTES 3 5/8 "1' - 6 1/8"1 5/8" 6 3/4"2' - 11"RE: SPECSCOVER30 STRESSING BLOCKOUT
NOT TO SCALE
TYPICAL AT ALL CONC. WALLS CONC. WALLS
NOT TO SCALE
2 LAYERS OF
40 LB FELT CONT.
SLIP JOINT
TYP
WALL REINF.
RE: SXNS
CONC. WALL
RE:SECTIONS
& PLAN
1 1/2" Ø CORRUGATED METAL SLEEVE
FILL WITH 5,000 PSI N.S. GROUT
AFTER TENDONS ARE STRESSED.EXTEND WALL REINFORCEMENT
INTO P.T. SLAB ABOVE
TERMINATE 11/2" BELOW T.O.C.
WALL ABOVE WHERE
NOTED ONPLAN
TYPICAL SLIP JOINT DETAIL AT CONCRETE WALLS31
DGH
3'-0" MIN.1' - 1 7/8"3'-0" MIN.
#5 @ 12" O.C.
NOT TO SCALE
NOTE: PENETRATIONS ONLY ALLOWED
WHERE SHOWN ON PLAN
EDGE OF BEAM
CONCRETE COLUMN
3"Ø PLUMBING
SLEEVED OPENING
ARRANGE
PENETRATIONS
IN LINE WITH COLUMN
DO NOT ARRANGE
PENETRATIONS
PERPENDICULAR
TO COLUMN2'-0" MIN.(TYP.)2'-0" MIN.
(TYP.)
SLAB SLEEVING PENETRATION DETAIL32
GRID
GRID 7 1/2"3"
NOTE:
2 RAILS PER SIDE OF
COLUMN ARE SHOWN ON
PLAN. REFER TO SCHEDULE.
NOT TO SCALE
HEADED STUD
RE: SCHEDULE
TYPICAL EDGE COLUMN
TYPICAL INTERIOR COLUMN
TYPICAL CORNER COLUMN
STUD RAIL SCHEDULE, DETAIL AND PLACEMENT33
TYPICAL PENETRATION AROUND STUDRAILS
STUD RAIL DETAIL HT.RAIL1ST STUD
DIST TO
SPAC.
STUD1"HT.STUDCOVERTOP2"DIST. TO 1ST STUD
STUD SPACING
PLATE WIDTH (TYP.)
STUD RAIL
2" HEADED STUD
RE: SCHEDULE
4 1/2"1 7/8 "4 1/2 "1 7/8"2"2"
HEADED STUD
RE: SCHEDULE
HEADED STUD
RE: SCHEDULE
NOTE:
2 RAILS PER SIDE OF
COLUMN ARE SHOWN ON
PLAN. REFER TO SCHEDULE.
DIST. TO 1ST STUD
STUD SPACING
DIST. TO 1ST STUD
STUD SPACING
NOTE:
2 RAILS PER SIDE OF
COLUMN ARE SHOWN ON
PLAN. REFER TO SCHEDULE.1 3 /4"NOT TO SCALE
1. ALL HOLDOWN ANCHOR LOCATIONS SHOULD BE SURVEYED BY CONCTRACTOR PRIOR TO CONCRETE PLACEMENT AND
BE ATTACHED TO FORMS/REINFORCING AS NEEDED TO PREVENT DISPLACEMENT DURING CONCRETE POUR OPERATION.
HOLDOWN ANCHORS SHOULD BE SPOTTED SUCH THAT THEY ARE LOCATED CENTERED EACH WAY ON EMBED PLATES.
2. CAREFUL CONSIDERATION SHOULD BE GIVEN TO THE ASSOCIATED STUD PACK SIZE REQUIRED FOR EACH HOLDOWN
ANCHOR TYPE AS THIS AFFECTS ANCHOR ROD OFFSET FROM SHEARWALL ENDS.
3. ALL HOLDOWN EMBEDS SHOULD BE ORIENTED AND ALIGNED WITH WALL FRAMING ABOVE.
4. CONSIDERATION SHOULD BE GIVEN TO EMBED PLATES/ANCHOR BOLT LOCATIONS WHEN INSTALLING PT CABLES AND
REINFORCING STEEL, ESPECIALLY ADJACENT TO SLAB EDGES WHERE POCKET FORMERS AND TENDON ANCHORS CAN
FOUL INSTALLATION OF HEADED ANCHOR STUDS.
5. TOPS OF EMBED PLATES SHOULD BE LOCATED FLUSH WITH TOP OF FINISH FLOOR. WHERE EMBEDS ARE LOCATED ON
CURBS OR DEPRESSED AREAS, THE EMBEDS SHOULD BE PROVIDED AT THE LOWER/DEPRESSED SLAB AREA U.N.O.
HOLDOWN
RE: APT/ HOTEL
DRAWINGS.
RE: SHEARWALL
ANCHORAGE DETAILS
ON THIS SHEET
RE: PLAN ADDITIONAL
SLAB REINFORCING AT
HOLDOWNS
TYP. REINFORCEMENT AROUND HOLDOWN34
NOTES:
1. ALL CONDUIT SHALL OCCUR IN THE MIDDLE OF SLAB .
2. ADDITIONAL CONDUIT MAY NOT BE ADDED W/O APPROVAL OF EOR.
3. CONDUIT LOCATIONS SHOWN ON PLAN ARE SCHEMATIC ONLY.
CONTRACTOR SHALL SUBMIT FOR EOR REVIEW A FINAL PLAN
SHOWING ALL CONDUIT PENETRATIONS AND OTHER EMBEDDED
ITEMS DIMENSIONED FOR REVIEW BY A/E. ADDITIONAL REINF. MAY
BE REQUIRED.
NOT TO SCALE
1 1/4" Ø FLEXIBLE
ELECTRICAL
CONDUIT.
PODIUM SLAB
REINF. NOT
SHOWN.
FLEXIBLE TUBE PENETRATION DETAIL.35 EQ EQTHICKNESSSLABSHEAR WALL HOLD DOWN
RE:SHEARWALL PLAN
THREADED ROD
RE: SCHEDULE
EMBED PLATE & H.S.
RE: SCHEDULE
STRUCTURAL SLAB
RE: PLAN
2#4, 1 EA.
SIDE OF
ANCHOR
6"
2"
AS REQ'D
6"AS REQ'D
6"2"EXTERIOR INTERIOR
2#4, EA. WAY 1 EA. SIDE
OF ANCHOR (4 TOTAL)
6"
2"
2#4 , 1 EA. SIDE
OF ANCHOR
PLATE "T" -RE: SCHED.
H.S. -RE: SCHED.
SLAB EDGE HOLDOWN -RE:
PLAN (TYP.)
HOLDOWN STUD
PACK/POST . RE: WOOD
STD. NOTES & ANCHOR
BOLT INSTALLATION
SCHEDULES.
2-edgeEmbed
Capacity (kips)Plate
Thickness (in) Studs
Plate Capacity ∅Pn
1-edgeCapacity (kips)no-edgeCapacity (kips)2-edge Anchor Capacity (kips) Bolt
Bolt Diameter (in) 1-edge Capacity (kips) no-edgeCapacity (kips)Bolt Embed & Grade
Bolt Capacity ɸ Pn
STUDS STUDS STUDS STUDS STUDS STUDS@ 2X4 @ 2X6 @ 2X4 @ 2X6 @ 2X4 @ 2X6 2X62X4
2X62X4
2X62X4
Studs
FramingPlate
T
W
Plate Width (in)
INT
Length (in)
Plate
LEXT
NOT TO SCALE
NOTES:
1. EMBEDDED BOLT ANCHORS SHALL BE MANUFACTURED IN
ACCORDANCE WITH ASTM F1554 GR. 36.
2. EMBEDDED BOLT ANCHORS SHALL HAVE HEX HEAD OR HEAVY
HEX HEAD.
3. NUTS FOR BOLTS SHALL BE ASTM A563A HEX OR ASTM A563A
HEAVY HEX WITH ASTM F436 WASHERS.
4. ALL ANCHOR BOLTS SHALL MATCH ANCHOR BOLT DIAMETER
SPECIFIED BY HOLDOWN MANUFACTURER. RE: SIMPSON
HOLDOWN SCHEDULE.
5. THE ABOVE VALUES ARE APPLICABLE UP TO SEISMIC DESIGN
CATEGORY "B".
NOTES:
1. ALL PLATES SHALL BE ASTM A36 WITH A MIN. FY-36 KSI.
2. HEADED STUDS SHALL BE NELSON TYPE H4L AND MANUFACTURED IN
ACCORDANCE WITH ASTM A108.
3. STUDS SHALL HAVE A MINIMUM STRENGTH OF FY= 51 KSI, AND FU= 65 KSI.
4. STUDS SHALL BE FUSION WELDED TO PLATES IN ACCORDANCE WITH AWS
D1.1, FILLET WELDING IS NOT ALLOWED.
5. THREADED RODS SHALL BE FUSION WELDED OR FULL PENETRATION
WELDED TO PLATE IN FIELD IN ACCORDANCE WITH AWS D1.1.
6. NUTS FOR BOLTS SHALL BE ASTM A563A HEX OR ASTM A563A HEAVY HEX
WITH ASTM F436.
7. THE ABOVE VALUES ARE APPLICABLE UP TO SEISMIC DESIGN CATEGORY "B".
NOTE:
ADD'L REINF. MAY BE OMMITED,
WHEN TOP REINF. IS PRESENT IN
SLAB.
e = 1 3/4" FOR 2X4 WALLS
e = 2 3/4" FOR 2X6 WALLSEP, ABAS REQ'D 1 1/2" MAX.3/4" MIN.RE: HOLDOWNSCHED.EMBEDRE:SCHED.6"Proj.RE: HOLDOWNSCHED.1.51
EMBED PLATES @ SHEARWALL HOLDOWNS
36 SHEARWALL ANCHORAGE DETAILS RE: PLAN FOR HOLDOWN LOCATION MARKED
EMBED PLATE DETAIL SCHEMATIC -PLAN VIEW
EP1 5/8"
EP2
EP3
2~1/2"∅x8"
3/4"
7/8"
2~3/4"∅x8"
2~3/4"∅x8"
10.7
11.0
14.1
14.0
17.1
19.6
20.0
26.4
26.4
AB1
AB2
AB3
5/8" GR36 8" 9.2 9.8 9.8
7/8" GR36 8" 9.0 13.3 20.0
1" GR36 8" 8.9 13.0 26.4
9.8
9.8
9.7
9.8
14.4
14.2
9.8
20.0
26.4
12.5
12.4
15.0
18.0
18.0
21.1
20.0
26.4
26.4
6"
6"
6"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
2" TYP.
L
WEQEQ1" CLR..3" MIN.
.1" CLR.7 7 /8"7 7 /8"1" CLR.7/8"VARIES eSHEAR WALL HOLD DOWN
RE:SHEARWALL PLAN
WET SET
ANCHOR BOLTS
STRUCTURAL SLAB
RE: PLAN
6"AS REQ'D
6"2"EXTERIOR INTERIOR
2#4, EA. WAY 1 EA. SIDE
OF ANCHOR (4 TOTAL)
6"
2"
2#4 , 1 EA. SIDE
OF ANCHOR
AS REQ'D RE: HOLDOWNSCHED.WET SET ANCHOR BOLTS @ SHEARWALL HOLDOWNS1" CLR..2" MIN/
.1" CLR.1" CLR.6"7 7 /8"EMBEDRE:SCHED.6"Proj.7 7 /8"6"HNot to Scale
SLAB
BEAM OR BANDED TENDONS
BANDED TENDON OR BEAM
ALTERNATE TOP AND BOTTOM
SLAB EDGE
600mm
(24")
#4 @ 12" O.C.
37
Arrangement of Temperature & Shrinkage
Reinforcement Between Tendon Bands45°45°6"2' - 4" 2' - 4 1/4"
12777 JONES RD., STE 388
HOUSTON, TX 77070
281 894 7099
CONSTRUCTION@
INTEGRITYSTRUCTURAL.COM
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). 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.cree 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 believedThe 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 whoeverbelieves in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but tosave 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 intothe 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 queCAD / ENG
PROJECT NAME & LOCATION
PROJECT NUMBER
DRAWING SCALE
SHEET TITLE
SHEET NUMBER
ISSUE DATE
ISSUE TITLE
KR / RM12.04.2020
PERMIT SET
KR / RM2021.01.15
BID DOCUMENTS
3/4" = 1'-0"
STANDARD
ELEVATED
POST-TENSIONED
CONCRETE
DETAILS
S0 -4B
NORTH END
APARTMENTS
CARMEL, IN
609.003.20H
1
1
04/15/22