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


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


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.

YC SN a t o m a s P a r k D r i v e, S u i t e

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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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SS6X6X

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18" Ø CONC OVERCTRD ON HSS COL,HT = 4'-0" TYP

SEE FOUNDATION PLAN,SHEET SJ2.1

W12X

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W12X

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W12X

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W12X

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W12X

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W12X

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W21X50

W21X44

W21X44

W12X

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L4X

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1/4

L4X

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1/4

.

....

...

...

.

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"


TOW = 16'-0" TOW = 16'-0"TOW = 16'-0"


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1/8" = 1'-0"S1.1

2 ROOF FRAMING - Sally Port

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S-----------S

S-----------S

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S--

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SS6X6X

1/2,

TYP U

NO

CONC COL, TYP

ELEVATOR

5" CONC SLAB W/ #4 @ 18" OC EWAT SLAB MID-DEPTH

S--

----

----

-S

S--

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----

-S


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# Date Description

W8X

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(6)

STAIR

W8X

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(6)

W18X

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W16X

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(12)W

14X

26

W14X26

W8X10 (6)

W18X

40

W16X

26

(12)

W16X

26

(12)

W16X

26

(12)

ELEVATOR

STAIR

W14X

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W16X31 (16)

W16X31 (16)

W16X31 (16)

W18X

50

(34)

W8X

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(6)

W8X

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(6)

W8X

10

(6)

WT

6X

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(6)

W16X

26

(12)

W16X

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(12)

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(32)

W16X

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(12)

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(12)

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(12)

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W18X40

W18X40

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....

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W12X19 (12)

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W12X19 (12)

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..

....

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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

W12X

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(12)

W16X

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(12)

W16X

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(12)

W18X

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(19)

W18X

35

(19)

W12X

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(19)

W12X

19

(10)

W12X19 (9)

W12X

19

(10)

W12X

19

W18X40 (14) W18X46 (16)

W12X

19

(10)

W12X

19

(10)

W12X

19

(10)

W12X

19

(10)

W12X

19

(10)

W12X

19

(10)

L4X3X1/4 L4X3X1/4

L4X3X1/4L4X3X1/4

L6X

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3/8

LLV

L4X3X1/4L4X3X1/4L4X3X1/4L4X3X1/4

L4X3X1/4

L6X4X3/8 LLV

L4X

3X

1/4

L4X

3X

1/4

L4X

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1/4

L4X

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1/4

L4X3X1/4L6X

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LLV

W12X19

L6X

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LLV

L6X

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3/8

L4X

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LLV

L6X4X3/8 L6X4X3/8 L6X4X3/8LLV LLVLLVL6X4X3/8

LLV

L4X

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1/4

L4X

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L4X

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L4X

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L4X

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L4X

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L4X

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L4X

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1/4L4X

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L4X

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L4X

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L4X

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L4X

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W8X

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(6)

W8X

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(6)

W8X

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(6)

W8X

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(6)

W8X

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(6)

W8X

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(6)

W16X31

W16X31 (16)

W16X31 (16)

W16X31 (16)

W16X

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W16X

26

W16X

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W16X

26W16X26

W16X

26

W16X

26

W16X26 W16X26

W16X

26

HSS6X

6X3/

8

HSS6X

6X3/

8

. . . . . .

2 EQ SPACES 2 EQ SPACES 2 EQ SPACES

OPEN

HSS6X

6X1/

2

TYP UNO

.

....

.

....

.

.

LLV

L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L4X3X1/4 L6X4X3/8 L4X3X1/4 L6X4X3/8 L6X4X3/8LLV LLV

L4X

3X

1/4

L4X

3X

1/4

L4X

3X

1/4

L4X

3X

1/4

L4X

3X

1/4

UPPER LEVEL HOUSING FLR FRMG PLAN,SEE SHT SJ2.3

L6X4X3/8

L4X

3X

1/4

L4X

3X

1/4

L4X

3X

1/4

LLV

OPG

W8X10




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STAIR

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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


(916) 920-2020 (916) 920-1556

2495




95833

650

CYS No. 13002




KEY PLANJAIL


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of

Imper

ial -

AB

900 N

ew M

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m S

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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"


TOW = 20'-0"

TOW = 20'-0"





TOW = 20'-0"





(916) 920-2020 (916) 920-1556

2495




95833

650

CYS No. 13002




KEY PLANJAIL


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& V

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County

of

Imper

ial -

AB

900 N

ew M

ediu

m S

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tion F

acil

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T443

Roof Framing Plan

SJ2.4

Checker

The O

ren R

. F

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m S

ecurity

- 2

28 B

eds &

Vid

eo V

isitation / P

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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


(916) 920-2020 (916) 920-1556

2495




95833

650

CYS No. 13002





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10-01-13

The

Ore

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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


(916) 920-2020 (916) 920-1556

2495




95833

650

CYS No. 13002





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228 B

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& V

ideo

Vis

itat

ion / P

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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


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B

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sA

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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

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


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Revision Schedule

# Date Description

PRELIMINARY DESIGN.

FOR DESIGN BUILD RFP.

NOT FOR CONSTRUCTION.

BRIDGING

DOCUMENTS

JAIL

0 16 248

SCALE 1/8" =1'-0"

masonry - granicus

Documents