MASONRY - Granicus
Transcript of MASONRY - Granicus
1. FABRICATION, ERECTION AND MATERIALS SHALL CONFORM WITH;A. AISC 360-05 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"B. AISC 341-05 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS"C. 2013 CBC
2. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS TO THEARCHITECT OF ALL STEEL FOR ARCHITECT AND ENGINEER'S REVIEW BEFOREFABRICATION.
STRUCTURAL STEEL:
3. STRUCTURAL STEEL SHAPES AND CONNECTORS SHALL CONFORM TO THE FOLLOWING:A. WIDE FLANGE ................................ ASTM A992, GRADE 50 (Fy = 50 KSI)B. TUBE STEEL (UNO) ......................... ASTM A500, GRADE B (Fy = 46 KSI)C. PIPE COLUMNS ............................... ASTM A53, TYPES E OR S,
GRADE B (Fy = 35 KSI)D. PLATES, ANGLES, CHANNELS, BARS AND MISCELLANEOUS SHAPES .....................
........................... ASTM A36E. MOMENT FRAME CONTINUITY PLATES, STIFFENER PLATES, SHEAR PLATES
AT BEAM / COLUMN CONNECTIONS AND BASE PLATES ...................................................................... ASTM A572, GRADE 50
F. MACHINE BOLTS ............................. ASTM A307G. HIGH STRENGTH BOLTS (HSB)......... ASTM A325-N (UNO)H. WELDED HEADED STUDS .............. ASTM A108, GRADE 1010 THRU 1020I. HARDENED STEEL WASHERS ........ ASTM F436J. ANCHOR BOLTS .............................. ASTM F1554, GRADE 36 (UNO)
(HEADED OR LOCKNUT)
4. SPLICING STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE DRAWING ISPROHIBITED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.
5. EXCEPT AS OTHERWISE NOTED, ALL BOLTS SHALL BE MACHINE BOLTS.6. FOR ALL HIGH STRENGTH BOLTS, HARDENED WASHERS SHALL BE PROVIDED
UNDER THE TURNING ELEMENT OF BOLT FOR TORQUE AS REQUIRED.7. HOLES FOR MACHINE BOLTS SHALL BE DRILLED AND OF THE SAME NOMINAL
DIAMETER AS THE BOLT PLUS 1/16".8. COLUMN BASE PLATE ANCHOR BOLT HOLES MAY BE OVERSIZED IN ACCORDANCE
WITH AISC 360-05 SECTION J9 AND TABLE 14-2 OF THE 13TH EDITION OF THE STEELCONSTRUCTION MANUAL, WITH HEAVY HEX NUTS OR PLATE WASHERS UNDER BASEPLATE.
9. USE STANDARD AISC GAGE AND PITCH FOR BOLTS EXCEPT AS OTHERWISE NOTED.
10. "SLIP CRITICAL" BOLTED CONNECTIONS:A. "SLIP CRITICAL" CONNECTIONS (A325SC DESIGN VALUES WITH SPECIAL
INSPECTION) ARE REQUIRED AT ALL LATERAL FRAME LINES AND ALL BOLTS IN OVERSIZED OR SLOTTED HOLES.
B. THE SPECIAL INSPECTOR MUST BE PRESENT DURING THE ENTIRE INSTALLATION AND TIGHTENING OPERATION OF "SLIP CRITICAL" CONNECTIONS.
11. ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX ELECTRODES,UNO. THE USE OF E70-T4 WELDING WIRE IS NOT ALLOWED FOR ANY APPLICATION.ALL WELDS SHALL BE IN CONFORMITY WITH THE PROJECT SPECIFICATIONS ANDSTRUCTURAL WELDING CODE-INSPECTIONS SECTION FOR WELDING INSPECTIONREQUIREMENT. SUBMIT ALL WELDING PROCEDURES AND SPECIFICATIONS TOOWNER'S TESTING LABORATORY FOR REVIEW AND APPROVAL PRIOR TO BEGINNINGFABRICATION.
12. ALL WELDS USED IN MEMBERS AND CONNECTIONS IN THE SLRS SHALL BE MADE WITH AFILLER METAL THAT CAN PRODUCE WELDS THAT HAVE A MINIMUM CHARPY V-NOTCHTOUGHNESS OF 20 FT-LB AT 0 DEGREES F, AS DETERMINED BY THE APPROPRIATEAWS A5 CLASSIFICATION TEST METHOD OR MANUFACTURER CERTIFICATION. WHEREWELDS ARE DESIGNATED AS DEMAND CRITICAL, THEY SHALL BE MADE WITH A FILLERMETAL CAPABLE OF PROVIDING A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBAT -20 DEGREES F AS DETERMINED BY THE APPROPRIATE AWS CLASSIFICATION TESTMETHOD OR MANUFACTURER CERFICIATION, AND 40 FT-LB 70 DEGREES F ASDETERMINED BY AISC 31-05 APPENDIX X OR OTHER APPROVED METHOD.
13. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED.WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUMSIZE WELDS AS SPECIFIED IN AISC 360-05, SECTION J2.2b.
14. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, MASONRY, ORSPRAY ON FIREPROOFING, SHALL BE LEFT UNPAINTED. DO NOT PAINT THE TOP OFBEAMS AND GIRDERS TO RECEIVE STEEL DECK OR OTHER WELDED ATTACHMENTS.
15. ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METAL SHALL BE HOT-DIPGALVANIZED AFTER FABRICATION.
16. ALL ENDS OF EXTERIOR TUBE STEEL AND PIPE SHALL BE CAPPED WITH A 1/4" PLATEAND WELDED CONTINUOUSLY TO SEAL.
17. PROVIDE 3" MINIMUM CONCRETE COVERAGE ON ALL STEEL BELOW GRADE.18. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY
BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANSARE PROVIDED TO ADEQUATELY BRACE THE STRUCTURE.
19. COMPOSITE STEEL DECKING AND ALL BEAMS AND GIRDERS SHALL REMAIN UNSHORED DURING AND AFTER THE PLACING OF THE CONCRETE FILL, UNO.
20. NON-SHRINK GROUT: A PREMIXED NON-METALLIC FORMULA WITH NO CHLORIDESHAVING THE FOLLOWING CHARACTERISTICS:A. FLOWABLE MIX AT TIME OF PLACEMENTB. NO SHRINKAGE AFTER PLACEMENTC. COMPRESSIBLE STRENGTH OF 5000 PSI (MINIMUM) AT 7 DAYSD. CONFORMS TO ASTM C1107 (GRADE C)
21. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES, WELDED STUDS OR OTHER ITEMSNOT SHOWN IN THE DRAWINGS. WHERE STEEL IS EMBEDDED IN CONCRETE ORMASONRY, PROVIDE DRILLED HOLES (1" Ø MAXIMUM) AS REQUIRED FOR PASSAGE OFCONTINUOUS REINFORCING BARS.
1. STEEL DECK MANUFACTURER:VERCO MANUFACTURING, INC. (ICC ER-2078P)ASC STEEL DECK (ICC ESR-1414)
TYPE AND GAUGE SHOWN ON PLANS. SEE TYPICAL STEEL DECK DETAIL SHEET(S) FORSTEEL DECK WELDING SCHEDULE
STEEL DECK:
2. STEEL DECK AND ALL OF ITS CLOSURES, EDGE FORMS AND FLASHINGS SHALLCONFORM TO ASTM A653 SS, GRADE 33, Fy = 38,000 PSI MINIMUM.
3. ALL STEEL DECK SHALL BE GALVANIZED PER ASTM A924.4. ALL STEEL DECK AND COMPONENTS SHALL HAVE A MINIMUM G60 GALVANIZED
COATING.5. STEEL DECK SHALL RUN CONTINUOUS OVER A MINIMUM OF TWO SPANS AND SHALL
BEAR 2" MINIMUM AT ALL SUPPORTS.6. STEEL DECK SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL
PRIOR TO FABRICATION AND SHALL INDICATE STUD LAYOUT.
NOTES:1. BEND DECKING TO CONFORM TO ROOF SLOPE WHERE REQUIRE TO PLACE DECK ATTACHMENTS.2. SPLIT DECK WHERE PARALLEL SUPPORT OCCURS AT A HIGH FLUTE.3. AT COMPOSITE FLOOR DECKS, 3/4" Ø SHEAR STUDS MAY BE SUBSTITUTED FOR 3/4" Ø PUDDLE WELDS.4. WHERE CONCRETE FILL OCCURS, SEE GENERAL CONCRETE NOTES FOR TYPE & 28 DAY DESIGN
STRENGTH. SEE PLANS FOR THICKNESS AND REINFORCING.5. SEE GENERAL NOTES SHEET(S) FOR ADDITIONAL STEEL DECK NOTES AND REQUIREMENTS.6. DRIVE PINS SHALL BE AS FOLLOWS:
HILTI BRAND POWDER-ACTUATEDA. X-EDNK-22 THQ12B. X-EDN-19 THQ12C. ENP 2-21 L15
INSTALL PER ICC-ES ESR-2197
STEEL DECK WELDING SCHEDULE
DECK TYPEDEPTH &GAUGE
1 1/2" x 18 GAASC DGB-36
WELDS AT ALLPARALLEL
MEMBERS & BLKG
ASC 3W
ASC DGN-32
3" x 18 GA
3" x 18 GA
WELDS PER SHEET TO ALLPERPENDICULAR SUPPORTS
4- 3/4" ØPUDDLE WELDS
5- 3/4" ØPUDDLE WELDS
3/4" Ø PUDDLEWELDS @ 24" OC
3/4" Ø PUDDLEWELDS @ 24" OC
3/4" Ø PUDDLEWELDS @ 24" OC
SIDE LAPATTACHMENT
DELTA GRIP@ 24" OC
BUTTON PUNCH@ 24" OC
ASC DGN-32 3" x 18 GA5 DRIVE PINSPER SHEET
DRIVE PINS@ 24" OC
4- 3/4" ØPUDDLE WELDS
DELTA GRIP@ 24" OC
DELTA GRIP@ 24" OC
1. CONCRETE MASONRY UNITS SHALL BE LIGHTWEIGHT UNITS CONFORMING TOASTM C90 WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 1900 SPI ON AVERAGENET AREA ( f'm = 1500 PSI ).
MASONRY:
2. MORTAR SHALL BE TYPE S CONFORMING TO ASTM C270 AND CBC SECTION 2103.8WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 1800 PSI.
3. GROUT SHALL BE COURSE GROUT CONFORMING TO ASTM C476 AND CBC SECTION2103.12 WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI.
4. REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED INACCORDANCE WITH ACI 530. SEE REINFORCING STEEL NOTES FOR ADDITIONALREQUIREMENTS.
5. LAP ALL BARS 48 BAR DIAMETERS MINIMUM.
6. BEFORE MASONRY IS PLACED ON CONCRETE, THOROUGHLY CLEAN CONCRETE OFALL LAITANCE AND ALL LOOSE MATERIAL. CONCRETE SHALL BE ROUGHENED BYCHIPPING THE ENTIRE SURFACE, SANDBLASTING, OR HOSING THE SURFACE 4 TO 6HOURS AFTER THE POUR WITH A FINE SPRAY.
7. CONCRETE MASONRY UNIT AND SOLID SHELL HOLLOW BRICK UNITS SHALL BE BUILTTO PRESERVE THE UNOBSTRUCTED CONTINUITY OF THE VERTICAL CELLS. WALLSAND CROSS WEBS FORMING SUCH CELLS SHALL BE FULLY BEDDED IN MORTAR. ALLHEAD OR END JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A DISTANCE 1/2" INFROM THE FACE OF THE WALL OR UNITS NOR LESS THAN THE THICKNESS OF THELONGITUDINAL FACE SHELLS.
8. VERTICAL CELLS SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN ACLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL MEASURING NOT LESS THAN3"x3".
9. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOMS OF ALL CELLS TO BEFILLED AT EACH LIFT OR POUR OF GROUT WHERE SUCH LIFT OR POUR OF GROUT IS INEXCESS OF 4'-0" IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OFDEBRIS SHALL BE REMOVED FROM INSIDE OF SUCH CELLS. THE CLEANOUTS SHALL BESEALED AFTER INSPECTION AND BEFORE GROUTING. HIGH-LIFT GROUTING(IN EXCESS OF 4'-0" IN HEIGHT) MUST BE APPROVED BY THE BUILDING OFFICIAL.
10. VERTICAL REINFORCING SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND ATINTERVALS NOT EXCEEDING 192 BAR DIAMETERS.
11. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTALCONSTRUCTION JOINTS SHALL BE FORMED STOPPING THE POUR 1 1/2" BELOW THETOP OF THE UPPERMOST UNIT.
12. PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS. WHEN 2 BARS ARE USED,STAGGER LAPS 6'-0" MINIMUM.
13. PROVIDE DOWEL TO FOUNDATION OF EQUAL DIAMETER AND 48 BAR DIAMETER LAP ATEACH VERTICAL BAR IN WALLS. DOWELS TO BE STRAIGHT AND PLUMB.
14. ALL CELLS SHALL BE GROUTED SOLID.
15. ALL CONCRETE MASONRY UNITS SHALL BE OPEN END BOND BEAM UNITS.
16. SPECIAL INSPECTION REQUIRED ON ALL MASONRY WALLS.
17. ALL ANCHOR BOLTS SHALL BE HEX HEADED BOLTS CONFORMING TO ASTM A307 ORF1554 OR PLAIN ROD CONFORMING TO ASTM A36 WITH THREADED ENDS AND DOUBLEHEX NUTS AT ANCHORED END. BENT BAR ANCHOR BOLTS SHALL NOT BE USED.WHERE EMBEDMENT LENGTH IS NOT PROVIDED, THE MINIMUM EFFECTIVEEMBEDMENT LENGTH SHALL BE 6 BOLT DIAMETERS, BUT NOT LESS THAN 3".
18. CONCRETE MASONRY UNITS SHALL BE PLACED WITH COMMON BOND.
19. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED INMASONRY SHALL BE SECURELY POSITIONED AND FREE OF EXCESSIVE SCALE, RUST,DIRT, GREASE, OIL OR ANY OTHER SUBSTANCES THAT WILL IMPAIR BOND WITHMASONRY GROUT. OBTAIN APPROVAL OF ALL AFFECTED TRADES PRIOR TO GROUTINGMASONRY.
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95833
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CYS No. 13002
Phase:Drawn By:Checked By:Job No.:Issue Date:
THIS DOCUMENT IS COPYRIGHT MATERIAL, ANY DISCLOSURE, UNAUTHORIZED USE,DISSEMINATION OR DUPLICATION WITHOUT THE EXPRESS WRITTEN CONSENT OF VANIR
CONSTRUCTION MANAGEMENT IS PROHIBITED. ALL RIGHTS RESERVED.
PRELIMINARY DESIGN.FOR DESIGN BUILD RFP.NOT FOR CONSTRUCTION.
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18" Ø CONC OVERCTRD ON HSS COL,HT = 4'-0" TYP
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INDICATES DGN-32 X 18 GAMTL DECK & FLUTE(DECK SPAN) DIRECTION
.....
SLOPESAD
SEE UPPER ADMINFLOOR FRAMIN PLAN,
SHEET SJ2.2
TOW = 16'-0"
T.O. PARAPET = 16'-0"
T.O. PARAPET = 16'-0"
TOW = 16'-0" TOW = 16'-0"TOW = 16'-0"
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T R U C T U R A L N G I N E E R S N C .S E I
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95833
650
CYS No. 13002
Phase:Drawn By:Checked By:Job No.:Issue Date:
THIS DOCUMENT IS COPYRIGHT MATERIAL, ANY DISCLOSURE, UNAUTHORIZED USE,DISSEMINATION OR DUPLICATION WITHOUT THE EXPRESS WRITTEN CONSENT OF VANIR
CONSTRUCTION MANAGEMENT IS PROHIBITED. ALL RIGHTS RESERVED.
KEY PLAN
PRELIMINARY DESIGN.FOR DESIGN BUILD RFP.NOT FOR CONSTRUCTION.
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Sally PortFoundation Plan
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1/8" = 1'-0"S1.1
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1/8" = 1'-0"S1.1
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Revision Schedule
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1/2,
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ELEVATOR
5" CONC SLAB W/ #4 @ 18" OC EWAT SLAB MID-DEPTH
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T R U C T U R A L N G I N E E R S N C .S E I
S a c r a m e n to, CAF a x
w w w . c y s e n g . c o m
95833
650
CYS No. 13002
Phase:Drawn By:Checked By:Job No.:Issue Date:
THIS DOCUMENT IS COPYRIGHT MATERIAL, ANY DISCLOSURE, UNAUTHORIZED USE,DISSEMINATION OR DUPLICATION WITHOUT THE EXPRESS WRITTEN CONSENT OF VANIR
CONSTRUCTION MANAGEMENT IS PROHIBITED. ALL RIGHTS RESERVED.
KEY PLANJAIL
PRELIMINARY DESIGN.FOR DESIGN BUILD RFP.NOT FOR CONSTRUCTION.
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Author
10-01-13
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Foundation Plan
SJ2.1
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INDICATES CONC FILL &MTL DECK & FLUTE
(DECK SPAN) DIRECTION.5 1/4" NWC SLAB OVER
3" ASC 3W MTL DECK18 GA W/ #4 @ 12" OC EWCTRD IN CONC FILL, TYP
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W16X31 (16)
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OPEN
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T R U C T U R A L N G I N E E R S N C .S E I
S a c r a m e n to, CAF a x
w w w . c y s e n g . c o m
95833
650
CYS No. 13002
Phase:Drawn By:Checked By:Job No.:Issue Date:
THIS DOCUMENT IS COPYRIGHT MATERIAL, ANY DISCLOSURE, UNAUTHORIZED USE,DISSEMINATION OR DUPLICATION WITHOUT THE EXPRESS WRITTEN CONSENT OF VANIR
CONSTRUCTION MANAGEMENT IS PROHIBITED. ALL RIGHTS RESERVED.
KEY PLANJAIL
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C:\R
EV
IT P
RO
JE
CT
S\1
3002\S
tru_IC
Jail_
Centr
al 228_m
ayerh
ofe
r.rv
t11/1
4/2
013 7
:32:2
7 P
M
Author
10-01-13
The
Ore
n R
. F
ox M
ediu
m S
ecuri
ty -
228 B
eds
& V
ideo
Vis
itat
ion / P
rint S
hop
County
of
Imper
ial -
AB
900 N
ew M
ediu
m S
ecuri
ty D
eten
tion F
acil
ity
T443
Upper Level AdminFloor Framing Plan
SJ2.2
Checker
The O
ren R
. F
ox M
ediu
m S
ecurity
- 2
28 B
eds &
Vid
eo V
isitation / P
rint S
hop
SJ2.2
Upper
Leve
l A
dm
in F
loor
Fra
min
g P
lan
BRIDGINGDOCUMENTS
328 A
pple
stil
le R
d. E
l C
entr
o C
a 92244
1/8" = 1'-0"SJ2.2
1 UPPER LEVEL ADMIN FLOOR FRAMING
Revision Schedule
# Date Description
STAIR
OPENOPEN
OPEN
12 x 16
12 x
16
8 x 16
8 x 16
8 x 16
12 x 16
12 x 16
8 x
16
12 x 16
12 x 1
6
8 x
16
8 x 16
12 x
16
12 x 1
6
8 x 16
12 x 1612 x
16
8 x 16
12 x 16
12 x 16
8 x
16
8 x 16
8 x 16
8 x 16
CONC BM CONC BM
8" CONC SLAB
CONC B
M
CONC BM
CO
NC
BM
CO
NC
BM
8" CONC SLAB
CONC BMCONC BM
CONC B
M
CONC B
M
CONC BM
CO
NC
BM
CO
NC
BM
CONC BM
OPEN
OPEN
CONC B
M
CONC B
M
OPEN OPEN
OPEN
OPEN
OPENOPEN
OPEN
OPEN
OPEN
UPPER LEVEL ADMIN FLOOR FRAMING PLAN,SEE SHEET SJ2.2
OPEN
CONC BM
CO
NC
BM
CONC BM
CONC BM
CO
NC
BM
CONC B
M
CONC BM
CONC BM
YC SN a t o m a s P a r k D r i v e, S u i t e
(916) 920-2020 (916) 920-1556
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T R U C T U R A L N G I N E E R S N C .S E I
S a c r a m e n to, CAF a x
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95833
650
CYS No. 13002
Phase:Drawn By:Checked By:Job No.:Issue Date:
THIS DOCUMENT IS COPYRIGHT MATERIAL, ANY DISCLOSURE, UNAUTHORIZED USE,DISSEMINATION OR DUPLICATION WITHOUT THE EXPRESS WRITTEN CONSENT OF VANIR
CONSTRUCTION MANAGEMENT IS PROHIBITED. ALL RIGHTS RESERVED.
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C:\R
EV
IT P
RO
JE
CT
S\1
3002\S
tru_IC
Jail_
Centr
al 228_m
ayerh
ofe
r.rv
t11/1
4/2
013 7
:32:2
8 P
M
Author
10-01-13
The
Ore
n R
. F
ox M
ediu
m S
ecuri
ty -
228 B
eds
& V
ideo
Vis
itat
ion / P
rint S
hop
County
of
Imper
ial -
AB
900 N
ew M
ediu
m S
ecuri
ty D
eten
tion F
acil
ity
T443
Upper LevelHousing FloorFraming Plan
SJ2.3
Checker
The O
ren R
. F
ox M
ediu
m S
ecurity
- 2
28 B
eds &
Vid
eo V
isitation / P
rint S
hop
SJ2.3
Upper
Leve
l H
ousin
g F
loor
Fra
min
g P
lan
BRIDGINGDOCUMENTS
328 A
pple
stil
le R
d. E
l C
entr
o C
a 92244
1/8" = 1'-0"SJ2.3
1 UPPER LEVEL HOUSING FLOOR FRAMING
Revision Schedule
# Date Description
W16X26 W27X94 W16X26
RIDGE
W24X55 W24X55W27X84W24X55
28K
6
28K
6
28K
6
28K
6
28K
6
28K
6
28K
6
28K
6
28K
6
28K
7
W18X40 (20)
RIDGE
W16X
26
(12)
W16X
26
(12)
W16X26 (12) W16X26 (12)
W16X26 (12) W16X26 (12)
W21X
44
(22)
W24X
55
(26)
W24X
55
(26)
W21X
44
(22)
W18X
40
(20)
W16X
26
(12)
W16X
26
(12)
W12X
26
(12)
W12X14
W12X14
W12X14
W12X14
W12X
14
W12X
14
W12X
14
W12X
14
C12X20.7
C12X
20.7
W12X14
W12X14
C12
X20.7
C12
X20.7
C12
X20.7
C12
X20.7
C12
X20.7
W21X44 (22)
W24X55 (26)
W24X55 (26)
W18X40 (20)
W12X26 (12)
W16X26 (12)
W12X26 (12)
W21X44 (22) W21X44
W24X55
W24X55
W21X44
W18X40
W12X26
W16X26
W8X35
INDICATES DGN-32 X 18 GAMTL DECK & FLUTE(DECK SPAN) DIRECTION
HOIST BM PER MFR.COORD SIZE & LOCATIONW/ ELEVATOR MFR
....
.
INDICATES CONC FILL & MTL DECK & FLUTE (DECK SPAN) DIRECTION.3 1/2" NWC SLAB OVER 3" ASC 3W MTL DECK 18 GA
W/ #4 @ 12" OC EW CTRD IN CONC FILL, TYP
.
....
...
...
.
8' -
0"
8' -
0"
8' -
0"
8' -
0"
8' -
0"
7' - 0"
7' -
0"
8' -
0"
8' -
0"
8' - 0" 8' - 0" 8' - 0"INDICATES DGN-32 X 18 GAMTL DECK & FLUTE(DECK SPAN) DIRECTION
28LH
28LH
W16X26
W16X
26
W16X
26
W16X26W16X26
W16X
26
C12X
20.7
C12X20.7
C12X20.7
C12X20.7
C12X20.7
C12X20.7 C12X20.7
C12
X20.7
C12
X20.7
C12
X20.7
C12
X20.7
C12X
20.7
C12X20.7
W12X14
W12X14
W12X14
W12X14
W12X
14
W12X
14
W12X
14
W12X
14
W12X
14
W12X
14
W12X
14
W12X
14
W12X14
W12X14
W12X14
W12X14
W21X
44
(22)
W24X
55
(26)
W24X
55
(26)
W21X
44
(22)
W18X
40
(20)
W16X
26
(12)
W16X
26
(12)
W12X
26
(12)
W12X26 (12)
W16X26 (12)
W12X26 (12)
W18X40 (20)
W21X44 (22)
W24X55 (26)
W24X55 (26)
W21X44 (22)
W12X26 (12)
W16X26 (12)
W12X26 (12)
W18X40 (20)
W21X44 (22)
W24X55 (26)
W24X55 (26)
W21X44 (22)
W12X
26
(12)
W16X
26
(12)
W16X
26
(12)
W18X
40
(20)
W21X
44
(22)
W24X
55
(26)
W24X
55
(26)
W21X
44
(22)
....
.
SLO
PE
....
.
SLO
PE
....
.
SLO
PE
....
.
SLO
PE
C12
X20.7
C12
X20.7
C12X20.7 C12X20.7 C12X20.7 C12X20.7 C12X20.7 C12X20.7 C12X20.7 C12X20.7
C12X20.7
C12X20.7
C12X
20.7
C12X20.7
C12X
20.7
C12X
20.7
C12X
20.7
C12X
20.7
C12X
20.7
C12X
20.7
C12X
20.7
C12X
20.7
C12X
20.7
7' -
0"
8' -
0"
8' -
0"
8' -
0"
8' -
0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
W12
X14
W12
X14
W12
X14
W12
X14
....
.
8' - 0" OC, TYP
C12X
20.7
....
.
SLO
PE
....
.
SLO
PE
....
.
SLO
PE
. .
....
...
...
..
. .
C12X
20.7
C12X
20.7
C12X
20.7
L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4
L4X3X1/4
L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4
W12X14
W12X14
C12X
20.7
L4X3X1/4 L4X3X1/4L4X3X1/4
W12X14
W12X14
W12X14
C12
X20.7
C12X
20.7
C12X
20.7
W12X14
W12X14
W12X14
W12X14
W12X14
W12X14W12X14
W12X14
W12X14
W12X14W12X14
W12X14
W12X
14
W12X
14
W12X
14
W12X
14
W12X
14
W12X
14
W12X
14
W12X
14
W12X
14
W12X
14
W12X
14
W12X
14
HSS6X2X
1/4
HSS6X2X
1/4
HSS6X2X
1/4
HSS6X
2X1/
4
HSS6X2X1/4
HSS6X2X
1/4 HSS6X
2X1/
4
HSS4X
2X1/
4
TYP
W12X14
W12X14
HSS6X
2X1/
4
HSS6X2X
1/4
HSS6X2X
1/4
HSS6X2X
1/4
HSS6X2X
1/4
HS
S6X
2X
1/4
HSS6X
2X1/
4
HSS6X2X
1/4
HSS6X
2X1/
4
HSS6X
2X1/
4
HSS6X
2X1/
4
HS
S6X
2X
1/4
HSS6X2X
1/4
HSS4X2X
1/4TYP
HSS6X2X
1/4
HSS6X
2X1/
4
HSS6X
2X1/
4
HSS6X
2X1/
4
HSS6X
2X1/
4
HSS6X
2X1/
4
HSS6X2X1/4
HSS6X2X
1/4
HSS6X
2X1/
4
HSS6X2X
1/4
HSS6X2X
1/4
HSS6X2X
1/4
HSS6X2X
1/4
HSS6X2X
1/4
HSS4X
2X1/
4
HS
S6X
2X
1/4
HSS6X
2X1/
4
TYP
HSS6X
2X1/
4
HSS6X2X
1/4
HSS6X2X1/4
HSS6X
2X1/
4
HSS6X2X
1/4
HSS6X2X
1/4
HSS6X2X
1/4
28K
928K
7
L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4
L4X3X1/4 L4X3X1/4
L4X3X1/4
L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4
W12X14
W12X14
W12X14
28K
9
C12X
20.7
28K7 @ 8'-0" OC
28K9 @ 8'-0" OC
W8X35
W12X14
W12X14
W12X14
W12X14
W12X14
W12X14
W12X14
W12X14
TOW = 20'-0" T.O. PARAPET = 29'-4"
TOW = 20'-0"
TOW = 20'-0"
T.O. PARAPET = 29'-4"
TOW = 20'-0"
TOW = 20'-0"
T.O. PARAPET = 29'-4"
T.O. PARAPET = 29'-4"
T.O. PARAPET = 29'-4"
T.O. PARAPET = 29'-4"
TOW = 20'-0"
T.O. PARAPET = 29'-4"
T.O. PARAPET = 29'-4"
T.O. PARAPET = 29'-4"
YC SN a t o m a s P a r k D r i v e, S u i t e
(916) 920-2020 (916) 920-1556
2495
T R U C T U R A L N G I N E E R S N C .S E I
S a c r a m e n to, CAF a x
w w w . c y s e n g . c o m
95833
650
CYS No. 13002
Phase:Drawn By:Checked By:Job No.:Issue Date:
THIS DOCUMENT IS COPYRIGHT MATERIAL, ANY DISCLOSURE, UNAUTHORIZED USE,DISSEMINATION OR DUPLICATION WITHOUT THE EXPRESS WRITTEN CONSENT OF VANIR
CONSTRUCTION MANAGEMENT IS PROHIBITED. ALL RIGHTS RESERVED.
KEY PLANJAIL
PRELIMINARY DESIGN.FOR DESIGN BUILD RFP.NOT FOR CONSTRUCTION.
C:\R
EV
IT P
RO
JE
CT
S\1
3002\S
tru_IC
Jail_
Centr
al 228_m
ayerh
ofe
r.rv
t11/1
4/2
013 7
:32:3
0 P
M
Author
10-01-13
The
Ore
n R
. F
ox M
ediu
m S
ecuri
ty -
228 B
eds
& V
ideo
Vis
itat
ion / P
rint S
hop
County
of
Imper
ial -
AB
900 N
ew M
ediu
m S
ecuri
ty D
eten
tion F
acil
ity
T443
Roof Framing Plan
SJ2.4
Checker
The O
ren R
. F
ox M
ediu
m S
ecurity
- 2
28 B
eds &
Vid
eo V
isitation / P
rint S
hop
SJ2.4
Roof F
ram
ing P
lan BRIDGING
DOCUMENTS
328 A
pple
stil
le R
d. E
l C
entr
o C
a 92244
1/8" = 1'-0"SJ2.4
1 ROOF FRAMING PLAN
Revision Schedule
# Date Description
1
1 3
4
4
AA
B
C
DD
2
HSS4X
4X3/
8
HSS4X
4X3/
8
HSS4X
4X3/
8
HSS
4X4X
3/16
TYP UNO
5" CONC SLAB W/ #4 @ 18" OC EWAT SLAB MID-DEPTH
YC SN a t o m a s P a r k D r i v e, S u i t e
(916) 920-2020 (916) 920-1556
2495
T R U C T U R A L N G I N E E R S N C .S E I
S a c r a m e n to, CAF a x
w w w . c y s e n g . c o m
95833
650
CYS No. 13002
Phase:Drawn By:Checked By:Job No.:Issue Date:
THIS DOCUMENT IS COPYRIGHT MATERIAL, ANY DISCLOSURE, UNAUTHORIZED USE,DISSEMINATION OR DUPLICATION WITHOUT THE EXPRESS WRITTEN CONSENT OF VANIR
CONSTRUCTION MANAGEMENT IS PROHIBITED. ALL RIGHTS RESERVED.
PRELIMINARY DESIGN.FOR DESIGN BUILD RFP.NOT FOR CONSTRUCTION.
C:\R
EV
IT P
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JE
CT
S\1
3002_V
ISIT
PR
INT
\Str
u_V
isit-P
rint A
lt 2
_C
entr
al_
mayerh
ofe
r.rv
t11/1
4/2
013 7
:25:2
2 P
M
MAM
10-01-13
The
Ore
n R
. F
ox M
ediu
m S
ecuri
ty -
228 B
eds
& V
ideo
Vis
itat
ion / P
rint S
hop
County
of
Imper
ial -
AB
900 N
ew M
ediu
m S
ecuri
ty D
eten
tion F
acil
ity
T443
Foundation Plan
SV2.1
BIF
The O
ren R
. F
ox M
ediu
m S
ecurity
- 2
28 B
eds &
Vid
eo V
isitation / P
rint S
hop
SV
2.1
Foundat ion P
lan
BRIDGINGDOCUMENTS
328 A
pple
stil
le R
d. E
l C
entr
o C
a 92244
1/8" = 1'-0"SV2.1
1 FOUNDATION PLAN
Revision Schedule
# Date Description
1
1 3
4
4
AA
B
C
DD
W12X26
W10X
33
W18X40
W12X40
W16X
31
W16X
31
W10X
26
W18X
40
W16X31
W16X
31
RID
GE
W21X
50
W12X26
W12X26 W18X40
W12X26
W16X
31
W16X
31
W16X31
W16X31
W16X31
W12X26
W8X
10
W10X
33
W10X
33
W10X
26
W10X
26
W10X
26
W10X
26
W10X
26
W10X
26
W8X
10
W12X26
W12X26
W12X26
W12X26
W12X26
W8X
10
W18X
40
W16X
31
W18X40
W12X14
W12X26
W12X14
W12X14
W18X
40
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
C=1"
C=3/4"
INDICATES DGB-36x18 GA MTL DECK & FLUTE(DECK SPAN) DIRECTION, TYP
.
....
.
.
....
.
....
.
SLOPE....
.
SLOPE
.
....
.
.
....
.
W12X40
2
. . .
3 EQ SPACES
..
..
4 E
Q S
PA
CE
S
..
..
..
6 E
Q S
PA
CE
S.
.
2 E
Q S
PA
CE
S
YC SN a t o m a s P a r k D r i v e, S u i t e
(916) 920-2020 (916) 920-1556
2495
T R U C T U R A L N G I N E E R S N C .S E I
S a c r a m e n to, CAF a x
w w w . c y s e n g . c o m
95833
650
CYS No. 13002
Phase:Drawn By:Checked By:Job No.:Issue Date:
THIS DOCUMENT IS COPYRIGHT MATERIAL, ANY DISCLOSURE, UNAUTHORIZED USE,DISSEMINATION OR DUPLICATION WITHOUT THE EXPRESS WRITTEN CONSENT OF VANIR
CONSTRUCTION MANAGEMENT IS PROHIBITED. ALL RIGHTS RESERVED.
PRELIMINARY DESIGN.FOR DESIGN BUILD RFP.NOT FOR CONSTRUCTION.
C:\R
EV
IT P
RO
JE
CT
S\1
3002_V
ISIT
PR
INT
\Str
u_V
isit-P
rint A
lt 2
_C
entr
al_
mayerh
ofe
r.rv
t11/1
4/2
013 7
:25:2
3 P
M
Author
10-01-13
The
Ore
n R
. F
ox M
ediu
m S
ecuri
ty -
228 B
eds
& V
ideo
Vis
itat
ion / P
rint S
hop
County
of
Imper
ial -
AB
900 N
ew M
ediu
m S
ecuri
ty D
eten
tion F
acil
ity
T443
Roof Framing Plan
SV2.2
Checker
The O
ren R
. F
ox M
ediu
m S
ecurity
- 2
28 B
eds &
Vid
eo V
isitation / P
rint S
hop
SV
2.2
Roof F
ram
ing P
lan BRIDGING
DOCUMENTS
328 A
pple
stil
le R
d. E
l C
entr
o C
a 92244
1/8" = 1'-0"SV2.2
1 ROOF FRAMING PLAN
Revision Schedule
# Date Description
Phase:
Drawn By:
Checked By:
Job No.:
Issue Date:
THIS DOCUMENT IS COPYRIGHT MATERIAL, ANY DISCLOSURE, UNAUTHORIZED USE,
DISSEMINATION OR DUPLICATION WITHOUT THE EXPRESS WRITTEN CONSENT OF VANIR
CONSTRUCTION MANAGEMENT IS PROHIBITED. ALL RIGHTS RESERVED.
L:\2
01
3\1
30
41
5.0
0\1
20
0 D
ra
win
gs\1
20
6 R
evit P
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je
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Ja
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L 2
28
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4/2
6/2
01
3 9
:5
6:2
4 A
M
Author
10-01-13
T443
Checker
Ore
n R
. F
ox M
ed
iu
m S
ecu
rity F
acility - 2
28
B
ed
sA
2.2
Up
pe
r L
eve
l
Revision Schedule
# Date Description
PRELIMINARY DESIGN.
FOR DESIGN BUILD RFP.
NOT FOR CONSTRUCTION.
BRIDGING
DOCUMENTS
JAIL
UP
UP
UP
UP
UP
UP
UP
UP
Medical
Intake
Pre Book
Laundry
0'-0"
DORM BDORM C
DORM D
DORM E
DORM F
DORM A
Program/
Teaching
Kitchen
1104
Stair
1099
Program
1027
Storage
1024
Jan 2
1048
Dirty Linen
1049
Property
Storage
1047
Dress Out
1050
Dress In
1051
Exam
1046
Exam
1045
Clasification
1062
Interview
1057
Strip
Search
1056
ID Area
1055
Pretrial
1052
Pro
ce
ss
in
g
10
81
Pro
ce
ss
in
g
10
82
Inmate
Toilet
1022
Medical
Exam/Office
1063
Med
Isolation
1039
Med
Isolation
1037
Ante Room
1040
Day Room
1041
Med
Observ
1043
Nurse's
Station
1036
Mech /
Elec/Chase
1085
Jan 1
1023
Jan 4
1078
Holding
Cell
1077
Booking
Center
1059
Safety
Cell
1064
Dental
1029
Break
1034
Medical
Supply
1035
Staff Toil
1031
Inmate
Swr/Toil 1
1032
X -Ray
1030
Dorm Corr.
1025
Inmate
Swr/Toil 2
1042
Day Room
D
1010
Day Room
C
1007
Day Room
B
1004
Day Room
A
1001
Intake
Circulation
1061
Corr. 2
1026
Medical
Circulation
1033
Pre Book
1079
Sally Port
1102
Day Room
E
1013
Day Room
F
1016
Docile
Hold
1053
Holding
Cell
1068
Holding
Cell ADA
1067
Sober
Cell
1066
Sober
Cell
1065
Holding
Cell
1073
Jan 3
1071
Holding
Cell
1072
Inmate
Toil 2
1070
Program
1028
Strip
Search
1074
Holding
Cell
1076
Staff
Toil 3
1075
Medical
Screen
1080
Toilet A
1003
Dormitory
B
1006
Toilet C
1009
Dormitory
C
1008
Toilet D
1011
Dormitory
D
1012
Toilet E
1015
Dormitory
E
1014
Toilet F
1017
Dormitory
F
1018
Dormitory
A
1002
Toilet B
1005
Bio Waste
1038
Intake
Vestibule
1058
Pantry
1054
Dryer / Lint
1091
Washer
1092
Det
1093
Rec
1200
Rec
1400
Rec
1500
Rec
1600
Rec
1700
Med
Observ
1044
Office
1097
Mending
1098
Storage
1089
Folding &
Shelf Area
1095
Commissary
1088
Work
Station
1087
Laundry
Circulation
1094
Watch
Commander
1101
Corr. 5
1103
Staff T
1096
Corr. 2
1026
Stor
1083
Corr. 1
1021
Stair 2
1019
Elevator
1100
Inmate
Toilet
1090
Pharmacy
1020
Staff T
1084
Clos
1069
Fire
1105
Rec
1300
Elect
Room
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Revision Schedule
# Date Description
PRELIMINARY DESIGN.
FOR DESIGN BUILD RFP.
NOT FOR CONSTRUCTION.
BRIDGING
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SCALE 1/8" =1'-0"