Text

Tech Spec for Procedures Governing Concrete Masonry Unit Wall Attachments for Non-Category I,Nonseismic Installations. Floor Plan Locations of Masonry Walls,Wall Configuration & Function Summary & Mod Design Examples Encl
	ML20040B741
Person / Time
Site:	Grand Gulf
Issue date:	01/19/1982
From:	; MISSISSIPPI POWER & LIGHT CO.
To:	;
Shared Package
ML20040B716	List: ML20040B715; ML20040B725; ML20040B728; ML20040B732; ML20040B741; ML20040B743;
References
	9645-A-004.3, 9645-A-4.3, NUDOCS 8201260374
	Download: ML20040B741 (100)
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1 Specification No. 9645-A-004.3

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i TECENICAL SPECIIICATION EDR

.i PROCIDURES GOVERNING CONCRETE MASONRY UNIT I

WALL ATTACEMENTS I

FOR NON-CATEGORY I, NON-SEISMIC INSTALLATIONS I

5 MISSISSIPPI PokT.R & LIGHT COMPAh7 GRAND GULF NUCLEAR STATION UNIT NO. I s

GRAND GUIJ MISSISSIPPI

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Specification No. 9645-A-004.3 TABLE OF CONTENTS TECHNICAL SPECIFICATION FOR

< - ~ ~ I WL PROCEl.URES GOVERNING CONCRETE MASONRY UNIT WALL ATTACHMENTS

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FOR UON-CATEGORY I, NON-SEISMIC INSTALLATIONS

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et I Preface e

et II Procedures for Non-Category I, Non-Seismic Support Installations with Concrete Expansion Anchors in Normal Weight Shielding CMU Walls and with Through-bolts in Lightweight Hollow CMU walls.

et III Procedures for Non-Category I, Non-Seismic Support Installations with Kwik-Bolts, Drop-in Flush Anchor

v-Bolts and Toggle Bolts in Lightweight Hollow CMU Walls.

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rt IV Appendix M

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PREFACE I

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.l This Specification contains information and technical data in sufficient i

detail to permit the installation of Field purchased concrete expansion i

anchor::, through-bolts, Kwik-bolts, drop-in flush anchor bolts, and t

Tj toggle bolts in nornal weight shielding concrete masonry unit (CMU) walls and lightweight hollow CMU walls.

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. PART II

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PROCEDURES FOR WON-CATEGORY I, NON-SEIShIC r

SUPPORT

IESTALLATIONS WITH CONCRETE EXPANSION ANCHORS IN NORMAL VEIGHT SHIELDING CMr / ALLS i

1 AND VITH TEROUGH-BOLTS IN LIGHWEIGHT HCLIA@ CMU WALLS t

For 2-inch and smaller non-nuclear pipe suppurts refer to Specifi-cation 9645-M-300.3 I

I 1.

These methods of installation are appliceble only to non-Category I items.

l Category I and seismically supported non-Category I items (e.g., II over I supports) can only be supported by these methods f

if shown on engineering documents (drawings or specifications).

I 2.

Installations with through-bolts shall be done as shown on Sketches No. I and No. 2 of Appendiz M.

3.

Installation with concrete erpansion anchors shall be done as shown

'on Sketch No. 3 of Appendiz M.

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4.

The total load per support shall not exceed 200 pcunds.

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No anchor or bolt shall be located closer than 9 inches to any wall 1

opening, free edge of any wall or any penetraticn greater than j

6 inchas in any dimension except that for loadc less than 25 pounds 7

an edgs dictance of 2 inches may be used.

6.

For loads greater than 25 pounds, the minimum center-to-center spacing between nupports shall be 5'-0" horizontally and vertically.

For loads less than.25 pounds, no more than one support shall be l

installed on one concrete masonry unit block.

I 7.

The maximum load (including load due to the eccentricity of the o

attachment) applied to any one through-bolt or concrete expansion anchor shall not exceed 50 pounds in tension and 100 pounds in i

shear.

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.j 8.

A through-bolt may be installed in a mortar joint provided there is j

no joint reinforcing steel.

- i 9.

No vertical reinforcing steel shall be cut while drilling for through-bolt installation unless replacement reinforcing steel is provided per Sketch No. 2 of Appendiz M.

50. The installation of the concrete expansion anchors shall comply with the applicable requirements of the latest revision of p

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Specification 9645-C-103.1.

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Specification No. 9645-A-004.3 i

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11. An expansion anchor may be installed in a mortar joint pro'vided that there is no reinforcing steel in that joint.

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12. No installation shall be made on a renovable shielding wall.

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Specification No. 9645-A-004.3 1

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PART III PROCEDU:LS FOR NON-CATZGORY I, DON-SEIS2iIC SUPPORT

4 INSTALLATIONS WITH IWII-BOLTS, DROP-IN FLUSH ANCHOR 3

j DOLTS AND TOGGLE BOLTS IN LIGHT ='EIGHT HDLLOW CHU WALLS l

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' *For 2-inch and smaller non-nuclcar pipe supports, refer to Specification 9645-M-300.3.

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L 1.

The above types of boltz shall only be used for non-Category I

'1 attachsents. Seismically supported non-Category I items, (e.g., II over I supports) shall not be supported by these bolts.

2.

The total load per support shall not exceed 25 pounds.

3.

All bolts shall be located at least 2 inches away from the edge of mortar joints, wall openings, or the free edge of a wall.

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4.

'No more than one support abs 11 be installed on one CMU block.

5.

Toggle bolts shall be as su.nufactured by one of the following (q

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manufacturers or approved equal:

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a.

Parker-Kalon Inc., Clifton, N. J.

b.

Ul S. Expansion Bolt Co., York, Pa.

1 c.

Star Expansion Industries, Mountainville, N. Y.

4 d.

Redhead, ITT Phillips Drill Co., Michigan City, Ind.

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, Installation shall conform to the a:cufacturer's reconsnendations.

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Toggle bolts shall be 1/8-inch minimum diameter and I/8-inch l

l maximum diameter. They shall only be installed in hollow block cells.

q Minimum distance between two toggle bolts shall be 4 inches at the same support.

7.

Drop-in flush or Kwik-bolts shall not be larger than 1/4-inch in

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diameter. They shall only be installed in grouted (solid) block A

cells. Minimum distance between 2 drop-in or Kwik-bolts shall be 4 inches at the same support.

S.

Kwik-bolt (stud type) and drop-in flush anchors shall be as manu-1 i

l factured by Hilti Fastening Systems. Installation shall adhere to the manufacturer's reccanendations and they shall be torqued to y

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4 ft-lbs when installed.

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Minimum of two bolts shall be installed per support except that one i

Kwik-bolt may be used for ccnnecting con'duit clamps in' balance-of l

f plant applicattersa.

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Specification Ns. 9645-A-004.3 Supports Reinforcing bars shall not be cut for bolt installation.

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10.

shall be relocated to avoid cuttig reinforcing bars.

If cracks larger than 1/16-inch wide are observed on wall suffaces after installation of the bolts, those areas shall be repaired.

11.

Repair procedures shall be obtained from Project Engineering.

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C ms-ae.3 trmDu u ATIACEMDfT OF EON-cit'#RT I AfD @N-SIIDCC

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CUfP01TS TO CD'JCm UASONE.T trJIT (CC) UALLS

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l NOTES:

1) Through bolts shall not be installed within 9 inch'es of any adjacent through bolt, except that one support may be installed per CMU block g

for loads less than 25 lbs.

2) Torque for through bolts shall be 5 FT-LB for bolts up to 3/8 inch diameter and 10 FT-I.B for bolts up to 1/2 inch diameter.

3) Minimum one through bolt shall be installed per support.

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SKEICH NO.*1: ATTAODENIS TO HOLLOW CILL OR SOLID QC WALLS 1

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dpen adjacent cells;

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Lars cut by installation of attach: ment install repince=ent reinforcing and grout, i

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<L DeveloprEnt length of reinforcing steel (by CMU vall subcontractor)

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Location of cut reinforcing s

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Replacement reinforcing steel i

SKETCH NO. 2: REPLACDENT OF REINFORCING STEEL (WHEN REEAR IS CUT)IN BDLLOW CMU WALLS i

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NOTE: Every effort shall be made to relocate the through bolt to avoid cutting l

rebar.

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As required

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Concrete expansion t

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(2" Min. Embed =ent) 4" Min. (TTP)

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' SKETCH NO. 3: TYPICAL EXPANSION ANCHOR CONNECTION TO SOLID CMU WALL (*)

(*)

Solid CMU wall is normal weight shielding vall as described in* SPEC. 9645-A-004.2.

Grouted cells of hollow block walls is not to be considered solid CMU walle.

NOTES 1)

Concrete expansion anchors type shall be Kvik-Bolt as manufactured by Hilti-Fastening Systems.

2) Minimum torque at installation shall be 4 FT-LB for 1/4" diameter and 10 FI-LB for 3/8" diameter expansion anchors.

3) Minf2::um 2 expansion anchors shall be used at each attachment.

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3/8" d x 3 1/2" long kvik-bolts 70R TT. J.0.H.

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DOOR FRAME ELEVATION I

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l SKETCH NO. 4: TYPICAL (NORMAL) DOOR FRAME INSTALLATION DETAILS NOTES:

1) Evik-bolen shall be as manufactured by Hilti Fastening Systems.

Installation shall adhere to the manufacturer's recon =endations.

Bolts shall be torqued to 10 FT-LB.

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2) Reinforcing bars shall not be cut for bolt installation; hole j

shall be relocated.

3) If after the installation of bolts, cracks larger than 1/16" I

are observed on wall surfaces, those areas shall be repaired.

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Repair procedures shall 'be obtained from Project Engineerirg.

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2di 3/8" d x 5" Long Expansion Bolt with CountersunklHead (9-Required)

L Base of Door Jamb Shall Bear Directly on Floor, BULLET-RESISTANT DOOR e

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i APPENDIX F FLOOR PLAN LOCATIONS OF MASONRY WALLS t

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l APPENDIX F FLOOR PLAN LOCATIONS OF IMSONRY WALLS The attached plans show wall numbers for the CMU walls surveyed in the January and October, 1981 field surveys at Grand Gulf, Units 1 and 2.

See the survey procedure (Appendix A) for the CMU wall numbe. ring system.

Following the floor plans, walls are listed by survey number accompanied by the corresponding architectural wall elevation number.

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LISTING OF CONTROL BUILDING CMU WALLS Elevation Plan Locetion Wall Designation Arch. Elevation No.

Number Bldg. - Elev.- No., Face Elev.'No/Dwg., Facing 93'-0" 1

C-93-001, NS 5/A-0877A, S 93'-0" 2

C-93-002, NS 5/4-0877A, N 93'-0" 3

C-93-003, EW 7A/A-0877A, E' 93 ' -0

4 C-93-004, NS 17/A-0877B, S 93'-0" 5

C-93-005, EW 3/A-0877A, W 93'-0" 6

C-93-006, EW 3/A-0877A, E 111'-0" 1

C-111-001, NS 15/A-0878B, N 111'-0" 2

C-111-002, EW 10B/A-0878A, E 111'-0" 3

C-111-003, NS.

10/A-0878A, S 111'-0" 4

C-111-004, EW 15/A-0878B, E 111'-0" 5

C-111-005, NSi 10/A-0878A, S 111'-0" 6

C-111-006, EW 15/A-0878B, E 111'-0" 7

C-111-007, NS 13/A-0878A, N 111'-0" 8

C-111-008, EW 15/A-0878B, E 111'-0" 9

C-111-009, NS 13A/A-0878B, S 111'-0" 9

C-111-009, EW 13A/A-0878B, W 111'-0" 10 C-111-010, NS 13A//.-0878B, N 111'-0" 11 C-111-011, NS 13/A-0378A, S 111'-0" 12 C-111-012, EW 14/A-0878B, W 111'-0" 13 C-111-013, NS 14/A-0878B, S 111'-0" 14 C-111-014, NS 14/A-0878B, N 111'-0" 15 C-111-015, EW 13/A-0878A, E 111'-0" 16 C-111-016, EW 7/A-0878A, W 111'-0" 17 C-111-017, NS 7/A-0878A, N m

F-2 1

LISTING OF' CONTROL BUILDING CMU WALLS (Cont.)

Elevation Plan Location Wall Designation Arch. Elevation No.

Number Bldg. - Elev.- No., Face Elev.'No/Dwg., Facing 111'-0" 18 C-111-018, EW 7/A-0878A, E 111'-0" 19 C-111-019, NS 7/A-0878A, S 111'-0" 20 C-111-020, NS 8/A-0878A, N 111'-0" 21 C-111-021, EW 8/A-0878A, W 111'-0" 22 C-111-022, EW 8/A-0878A, E 111'-0" 23 C-111-023, NS 16-B/A-0878B, N l

111'-0" 24 C-111-024, EW 16A/A-0878B, E 111'-0" 25 C-111-025, NS 16-A/A-0878B, S 111'-0" 26 C-111-026, EW 16-A/A-0878B, E 111'-0" 27 C-111-027, NS 16/A-0878B, E 111'-0" 28 C-111-028, NS 16-A/A-0878B, N 111'-0" 29 C-111-029, EW 16/A-0878B, E 111'-0" 30 C-111-030, NS 16/A-0878B, N 111'-0" 31 C-111-031, NS 1/A-0878A, S 111'-0" 32 C-111-032, NS 1/A-0878A, S 111'-0" 33 C-111-033, EW 5/A-0878A, W 111'-0" 34 C-111-034, NS 5/A-0878A, N 111'-0" 35 C-111-035, EW 5/A-0878A, E 111'-0" 36 C-111-036, NS 6/A-0878A, N 111'-0" 37 C-111-037, EW 6/A-0878A, E 111'-0" 38 C-111-038, NS 6/A-0878A, S 111'-0" 39 C-111-039, EW 6/A-0878A, W 111'-0" 40 C-111-040, NS 12/A-0878A, S 111'-0" 41 C-111-041, EW 12/A-0878A, W 111'-0" 42 C-111-042, NS 11/A-0878A, S 1

e F-3 ft

--___.__,--m.______

l LISTING OF CONTROL BUILDING CMU WALLS (Cont.)

Elevation Plan Location Wall Designation Arch. Elevation No.

Number Bldg. - Elev.- No., Face Elev.' No/Dwg., Facing 1

111'-0" 43 C-111-043, EW 11/A-0878A, W 111'-0" 44 C-111-044, NS 11/A-0878A, N 111'-0" 45 C-111-045, EW 10-A/A-0878A, E 111'-0" 46 C-111-046, NS 4/A-0878A, S J

111'-0" 47 C-111-047, NS 4/A-0878A, N 111'-0" 48 C-111-048, NS 3/A-0878A, S 111'-0" 49 C-111-049, EW 3/A-0878A, E 111'-0" 50 C-111-050, EW 3/A-0878A, W 111'-0" 51 C-111-051, NS 9/A-0878A, N 111'-0" 52 C-111-052, NS 9/A-0878A, S 111'-0" 53 C-111-053, EW 9/A-0878A, W 111'-0" 54 C-111-054, NS 10/A-0878B, N 111'-0" 55 C-111-055, NS 10-E/A-0878B, S 111'-0" 56 C-111-056, EW 10-E/A- 0 78B, W 111'-0" 56 C-111-056, NS 10-E/A-0878B, N 111'-0" 57 C-111-057, NS 10-C/A-0878A, S 111'-0" 58 C-111-058, EW 10-C/A-08785, W 111'-0" 58 C-111-058, NS 10-C/A-0878B, N l

111'-0" 59 C-111-059, EW 10-D/A-0878B, W 111'-0" 59 C-111-059, NS 10-D/A-0878B, S 133'-0" 1

C-133-001, NS 2/A-0881A, S i

133'-0" 2

C-133-002, EW 2/A-0881A, E 133'-0" 3

C-133-003, NS 2/A-0881A, S l

F-4 i

l l

.m..

=.-

I

l

]

LISTING OF CONTROL BUILDING CMU WALLS (Cont.)

Elevation Plan Location Wall Designation Arch. Elevation No.

Number Bldg. - Elev.- No., Face Elev. No/Dwg., Facing 133'-0" 4

C-133-004, EW 4/A-0881A, E 133'-0" 5

C-133-005, NS 4/A-0881A, N 1

133'-0" 6

C-133-006, EW 4/A-08SIA, W l

133'-0" 7

C-13'3-007, NS 4/A-0881A, S i

133'-0" 8

C-133-008, EW 7/A-0881A, E 133'-0" 9

C-133-009, EW 3/A-0881A, E 133'-0" 10 C-133-010, NS 1/A-0881A, S 133'-0" 11 C-133-011, NS 10/A-0881A, N l

133'-0" 12 C-133-012, EW 8/A-0881A, E 133'-0" 13 C-133-013, NS 8/A-0881A, N 133'-0" 14 C-133-014, NS 9/A-0881A, N 133'-0" 15 C-133-015, EW 6/A-0881A, E 133'-0" 15 C-133-015, NS 6/A-0881A, S 133'-0" 16

,C-133-016, NS 6/A-0881A, N 133'-0" 17 C-133-017, EW 5/A-0881A, E 133'-0" 17 C-133-017, NS 5/A-0881A, S 148'-0" 1

C-148-001, NS 2/A-0a82A, N 148'-0" 2

C-148-002, NS 2/A-08C2A, S t

148'-0" 3

C-148-003, NS 2/A-0882A, S 148'-0" 4

C-143-004, EW 1/A-0882A, W 148'-0" 5

C-148-005, EW 22/A-0882C, E 148'-0" 6

C-148-006, NS 21/A-0882C, N 148'-0" 7

C-148-007, EW 5/A-0882A, E 148'-0" 8

C-148-008, NS 6/A-0882A, N 148'-0" 9

C-148-009, EW 11/A-0882B, E F-5 a

_ _ _,, ~ _. _ - _., _

j LISTING OF CONTROL BUILDING CMU WALL.S (Coc.)

Elevation Plan Locatica Wall Designation Arch. Elevation No.

Number Bldg. - Elev.- No., Face Elev. No/Dwg., Facing i

148'-0" 10 C-148-010, NS 20/A-0882C, S 148'-0" 11 C-148-011, EW 5/A-0882A, W 148'-0",

12 C-148-012, NS 5/A-0882A, N 148'-0" 13 C-148-013, EW 4/A-0882A, W 148'-0" 14 C-148-014, NS 8/A-0882B, N i

)

148'-0" 15 C-148-015, EW 9/A-0882B. E 148'-0" 16 C-148-016, NS 3/A-0882A, S 148'-0" 17 C-148-017, EW 4/A-0882A, E i

148'-0" 18 C-148-018, NS 17/A-0882C, S 148'-0" 18 C-148-018, EW 17/A-0882C, E 1

148'-0" 19 C-148-019, EW 16/A-0882B, E i

148'-0" 20 C-148-020, EW 16/A-0882B, W l

148'-0" 21 C-148-021, NS 15/A-08B2B, N I

148'-0" 22 C-148-022, NS 15/A-0882B, S j

l 148'-0" 23 C-148-023, NS 1.5/A-0381B, S l

i, 148'-0" 24 C-148-024, EW 14/A-0882B, E 148'-0" 25 C-148-025, Ek 14/A-0882B, W 148'-0" 26 C-148-026, NS 10/A-0882B, N i

148'-0" 27 C-148-027, NS 10/A-0882B, N 1

148'-0" 28 C-148-028, NS 10/A-0882B, N 148'-0" 29 C-148-029, NS 7/A-0632B, S 148'-0" 30 C-148-030, NS 10/A-0882B, S 148'-0" 31 C-148-031, EW 13/A-0882B, E 148'-0" 32 C-148-032, EW 13/A-0882B, W 148'-0" 33 C-148-033, NS 13/A-0882B, S 1

F-6

.f

l i

i LISTING OF CONTRO?. BUILDING CMU WALLS (Cont.)

]

j Elevation Plan Location Wall Designation Arch. Elevation No.

Number Bldg. - Elev.- No., Face Elev. No/Dwg., Facing i

l 148'-0" 34 C-148-034, NS 18/A-0882C, S 1

148'-0" 35 C-148-035, EW 12/A-0882B, E 1

148'-0" 36 C-148-036, EW 12/A-0882B, W

)

{

148'-0" 37 C-148-037, NS 19/A-0882C, N 166'-0" 1

C-166-001, NS 1/A-0883A, N I

]

166'-0" 2

C-166-002, NS 2/A-0883A, N i

166'-0" 3

C-166-003, NS 3/A-0883A, S i

166'-0" 4

C-166-004, EW 4/A-0883A, E 166'-0" 5

C-166-005, EW 4/A-0883A, E 166'-0" 6

C-166-006, EW 4/A-0883!, E

)

166'-0" 7

C-166-007, NS I 3/A-0883A, S l

j 166'-0" 8

C-166-008, JS 5/A-0883A, S 166'-0" 9

C-166-009, EW 6/A-0883A, W

)

166'-0" 10 C-166-010, NS 7/A-0883A, N I

166'-0" 11 C-166-011, NS N/A 166'-0" 12 C-166-012, EW 15/A-0883B, W 166'-0" 13 C-166-013, EW 15/A-0883B, W 166'-0" 14 C-166-014, NS 14/A-0883B, S

{

166'-0" 15 C-166-015, EW 14/A-0883B, E j

166'-0" 16 C-166-016, EW 14/A-0883B, W

)

166'-0" 17 C-166-017, NS 14/A-0883B, N

{

166'-0" 18 C-166-018, NS 16/A-0883B, S 4,

l l

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l 4

(i.. _,. _,.. _. _ _.....,

LISTING OF CONTROL BUILDING CMU WALLS (Cont.)

Elevation I'lan Location Wall Designation Arch. Elevation No.

Number Bldg. - Elev.- No., Face Elev. No/Dwg., Facing 166'-0" 19 C-166-019, NS 13/A-0883B, S 166'-0" 20 C-166-020, NS 13/A-0883B, S 166'-0" 21 C-166-021, EW 13/A-0883B, E 166'-0" 22 C-166-022, EW 13/A-0883B, E 166'-0" 23 C-166-023, EW 13/A-0883B, E 166'-0" 24 C-166-024, EW 13/A-0883B, W 166'-0" 25 C-166-025, NS 13/A-0883B, N 156'-0" 26 C-166-026, NS 13/A-0883B, N 166'-0" 27 C-166-027, NS 16/A-0883B, N 166'-0" 28 C-166-028, EW 12/A-0883B, W 166'-0" 29 C-166-029,NS{

12/A-0883B, N 166'-0" 30 C-166-030, EU 12/A-0883B, E 166'-0" 31 C-166-031, NS 17/A-0883B, N 166'-0" 32 C-166-032, NS 17/A-0883B, N 166'-0" 33 C-166-033, EW 17/A-0883B, S 166'-0" 34 C-166-034, EW 11/A-0883A, W 166'-0" 35 C-166-035, EW 11/A-0883A, W 166'-0" 36 C-166-036, NS 11/A-0883A, N 166'-0" 37 C-166-037,SW 11/A-0883A, E 166'-0" 38 C-166-038, NS N/A 2

166'-0" 39 C-166-039, EW 11/A-0883A, E 166'-0" 40 C-166-040, EW 11/A-0883A, E 166'-0" 41 C-166-041, NS N/A 166'-0" 42 C-166-042, EW N/A 166'-0" 43 C-166-043, EW 10/A-0883A, W G

F-8

LISTING OF CONTROL BUILDING CMU WALLS (Cont.)

Elevation Plan Location Wall Designation Arch. Elevation No.

Number Bldg. - Elev.- No., Face Elev. No/Dwg., Facing 166'-0" 44 C-166-044, NS 18/A-0883B, N 166'-0" 45 C-166-045, NS 19/A-0883B, S 166'-0" 46 C-166-046, NS 8/A-0883A, S 166'-0" 47 C-166-047, EW 8/A-0883A, W 166'-0" 48 C-166-048, NS 19/A-0883B, N 16 6 ' -O

49 C-166-049, EW 8/A-0883A. E 166'-0" 50 C-166-050, EW 8/A-0883A, f 166'-0" 51 C-166-051, NS N/A 166'-0" 52 C-166-052, EW N/A 166'-0" 53 C-166-053, NS N/A 166'-0" 54 C-166-034,EW!

8/A-883A, E 177'-0" 1

C-177-001, NS 4B/A-0884A, S 177'-0" 2

C-177-002, NS 1/A-0884A, S 177'-0" 3

C-177-003, NS 4C/A-0884C, N j

177'-0" 4

C-177-004, EW 1/A-0884A, W i

177'-0" 5

C-177-005, NS 1/A-0884A, W 177'-0" 6

C-177-006, NS 4A/A-0884A, S 177'-0" 7

C-177-007, EW 1/A-0884A, W l

177'-0" 8

C-177-008, liS 4A/A-0884A, S i

i 177'-0" 9

C-177-009, NS 1/A-0884A, N t

177'-0" 10 C-177-010, EW 1/A-0884A, W 177'-0" 11 C-177-011, NS 4C/A-0884C, S 177'-0" 12 C-177-012, NS 1/A-0884A, N l

177'-0" 13 C-177-013, EW 2/A-0884A, E 177'-0" 14 C-177-014, NS 2/A-0884A, S F-9 e

J..

-..._J--

LISTING OF CONTROL BUILDING CMU WALLS (Cont.)

Elevation Plan Location Wall Lesignation Arch. Elevation No.

Number Bldg. - Elev.- No., Face Elev. No/Dwg., Facing 177'-0" 15 C-177-015 EW 10/A-0884B, E 177'-0" 16 C-177-016, NS 10/A-0884C, N 177'-0" 17 C-177-017, NS 11/A-0884B, N 177'-0" 18 C-177-018, EW 10/A-0884B, W 177'-0" 19 C-177-019, NS 10/A-0884B, S 177'-0" 20 C-177-020, EW 3/A-0884A, E 177'-0" 21 C-177-021, EW 3/A-0884A, W 177'-0" 22 C-177-022, NS 9/A-0884B, S 177'-0" 23 C-177-023, EW 9/A-0884B, W 177'-0" 24 C-177-024, NS 12/A-0884B, N 177'-0" 25 C-177-025,NS!

4/A-0884B, S 177'-0" 26 C-177-026, EW 12/A-0884B, E 177'-0" 27 C-177-027, Ek 4/A-0884A, E 177'-0" 28 C-177-028, NS 4/A-0884A, N 177'-0" 29 C-177-029, EW 4/A-0884A, W 177'-0" 30 C-177-030, NS 4/A-0884A, N l

177'-0" 31 C-177-031, EW 4/A-0884A, W 177'-0" 32 C-177-032, EW L/A-0884A, E 177'-0" 33 C-177-033, NS 13/A-0884B, N 177'-0" 34 C-177-034, NS 13/A-0884B, N 177'-0" 35 C-177-035, NS 13/A-0884B, S l

l 177'-0" 36 C-177-036, NS 4/A-0884A, S 177'-0" 37 C-177-037, EW 4/A-0884A, W 177'-)"

38 C-177-038, EW 8/A-0884B, E 177'-0" 39 C-177-039, NS 8/A-0884B, S F-10 i

==

LISTING OF CONTROL BUILDZNG CMU WALZS (Cont.)

Elevation Plan Location Wall Designation Arch. Elevation No.

Number Bldg. - Elev.- No., Face Elev. No/Dwg., Facing 177'-0" 40 C-177-040. EW 14/A-0884B, E 177'-0" 41 C-177-041, NS 7/A-0884B, N 177'-r 42 C-177-042, NS 7'/A-0884B, S 177'-0" 43 C-177-043, EW 4/A-0884A, E 177'-0" 44 C-177-044, NS 6/A-0884B, N 177'-0" 45 C-177-045, NS 5/A-0884B, N 177'-0" 46 C-177-046, EW 5/A-0884B, E 177'-0" 47 C-177-047, NS 5/A-0884B, N 177'-0" 48 C-177-048, EW 5/A-0884B, E 177'-0" 49 C-177-049, EW 15/A-0884B, E I

177'-0" 50 C-177-050, EW' 15/A-0884B, E 177'-0" 51 C-177-051, NS 15/A-0884B, S 177' 0" 52 C-177-052, NS 15/A-0884B, N 189'-0" 1

C-189-001, NS 1/A-0884C, N 189'-0" 2

C-189-002, EW 2/A-0884C, E 189'-0" 3

C-189-003, NS 2/A-0884C, N 189'-0" 4

C-189-004, EW 9/A-0884C, W 189'-0" 5

C-189-005, EW 9/A-0884C, W 189'-0" 6

C-189-006, EW 3A/A-0884C, W 189'-0" 7

C-189-007, NS 5/A-0884C, N 189'-0" 8

C-189-008, EW 6/A-0884C, W 189'-0" 9

C-189-009, NS 7/A-0884C, N 189'-0" 10 C-189-010, EW 3B/A-0884C, W 189'-0" 11 C-189-011, NS 4/A-0884C, N 189'-0" 12 C-189-012, EV 4/A-0884C, W O

F-11

LISTZNG OF CONTROL BUILDING CMU VALLS (Cont.)

Elevation Plan Location Wall Designation Arch. Elevation No.

Number Bldg. - Elev.- No., Face Elev. D/Dwg., Facing 189'-0" 13 C-189-013, NS 4/A-0884C, N 207'-6" 1

C-206-001, NS 1/A-08840, N

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LTSTING OF AUXILIARY BUILDING CMU WALLS l

Elevation Plan Location Wall Designation Arch. Elevation No.

Number Bldg. - Elev. - No., Face Elev. No/Dwg., Facing i

93'-0" 1

A-93-001, NS 1/A-1160, N 93'-0" 2

A-93-002, NS 5/A-1160, N i

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A-119-002, EW 1/A-1161, W 119'-0" 3

A-119-003, NS 3/A-1160, N 119'-0" 4

A-119-004, EW 3/A-1160, W 119'-0" 5

A-119-005, NS 4/A-1160, S 119'-0" 6

A-119-006, EW 4/A-li60, W 119'-0" 7

A-119-007, EW N/A 119'-0" 8

A-119-008, NS N/A 139'-0" 1

A-139-001, EW 6/A-1160, E 139'-0" 2

A-139-002, NS 6/A-1160, S 139'-0" 3

A-139-003, NS 6/A-1160, E i

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A-139-004, NS, 7/A-1160, S 139'-0" 5

A-139-005, NS 7/4-1160, S 139'-0" 6

A-139-006, EW 6/A-1160, W 139'-0" 7

A-139-007, EW 3/A-1161, W 139'-0" 8

A-139-008, NS 2/A-1161, S 139'-0" 9

A-139-009, EW 3/A-1162, E 139'-0" 10 A-139-010, EW 3/A-1162, W 139'-0" 11 A-139-011, NS N/A l

F-13

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LISTING OF AUXILIARY BUILDING CMU WALLS (Cont.)

1 Elevation Plan Location Wall Designation Arch. Elevation No.

Number Bldg. - Elev.- No., Face Elev.-No/Dwg., Facing 139'-0" 12 A-139-012, NS 3/A-1162, S 139'-0" 13 A-139-013, NS 2/A-1162, N 139'-0" 14 A-139-014, EW 2/A-1162, W t

166'-0" 1

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A-166-002, NS 4/A-1161, S 166'-0" 3

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t 166'-0" 4

A-166-004, NS 7/A-1161, S i

166'-0" 5

A-166-005, NS N/A 166'-0" 5

A-166-005, EW N/A 185'-0" 1

A-185-001, NS 1/A-1162, N 185'-0" 2

A-185-002, NS 9/A-1161, S 185'-0" 3

A-185-003, EV 8/A-1161, W 195'-6" 1

A-195-001, EW 10/A-1161, W l

195'-6" 2

A-195-002, NS 11/A-1161, 5 208'-10" 1

A-208-001, EW 12/A-1161, W 208'-10" 2

A-208-002, NS 13/A-1161, S 245'-0" 1

A-208-001, EW 14/A-1161, S 245'-0" 2

A-208-002, NS 15/A-1161, S I

i 5

i l

I i

1

+

e F-14 l

1 1

I

(

I h

l I

l i

I.

M e

i l

i J

i

e e

APPENDIX c t

1 e

i i

e I

.----n

-.,,--n-,,,

,-, --- - -, - - -... _.,, _ _, +

n,

en APPENDIX G WALL CONFIGURATION AND NUNCTION

SUMMARY

i s

a w

4

APPENDIX G WALL CONIIGURATION AND FUNCTION

SUMMARY

For the purposes of the following tables, the definitions listed below

_ shall apply:

Span --

Horizontal distance atween supports (existing before the block walls re-evaluation) or between intersecting CMU walls Height Vertical wall height Thickness Nominal CMU wall thickness Horizontal Action Bending resisted by bond beams or horizontal reinforcing (acting with masonry)

Vertical Action Bending resisted primarily by vertical reinforcing (acting with grout and masonry)

Partition Wall --

Walls not classified as fire walls Fire Wall --

Wallswithatkeasta2-hourfirerating

)

I d

t i

1 i

G-1

+

l

=

6 6

e e

e O

W

-I e

k s

e i

TABLE I' I

I e

j

)

I A

e

i e

TABI.E I VERTICAL HORIZONTAL REINFORCING CELL CRolff ACTION WALL SPAN HEIGHT THICKNESS PEINFobCING DUH-0-WALL It0ND EVERY ALTER ASSUMED FUNCTION NOTE NUMBER 4"

8" 12"

5@8" #5016" NONE

@8"O.C.

@l6"O.C.

BEANS (ql CELL NONE Il0H I VERT PANTITION FIRE C-93-001 8'-3" 16'-4" X

X X

D C-93-002 19'-5".

16'-9" X

X X

D C-93-003 3'-1"

,16'-6" X

X X

D C-9 3-004 6'-0" 16'-9" X

X X

X C-93-005 18'-1" 16'-9" X

X X

X A

C-93-006 7'-6" 16'-9" X

X X

X A

C-Ill-001 7'-4" 21"-1" X

X Ol6"0C X

X X

C-Ill-002 4'-10" 21'-0" X

X Ol6"0C X

X X

C-111-003 6'-4" 20'-8" X

X

@l6"0C X

X X

C-Ill-004 4'-2" 20'-10" X

X

@l6"0C X

X X

C-Ill-005 10'-0" 19'-2" X

X Ol6"0C X

X X

C-Ill-006 7'-l" 20'-10" X

X

@l6"OC X

X X

C-Ill-007 9'-3" 19'-3" X

X

@l6"0C X

X X

C-Ill-008 2'-2" 20'-9" X

X Ol6"0C X

X X

C-Ill-009'NS 2'-4" 19'-3" X

X Ol6"0C X

X X

C-Ill-009 EW 14'-4" 20'-10" X

"X

@l6"0C X

X X

X A

C-Ill-010 2*-4" 18'-11" X

X (il6"0C X

X X

C-Ill-Olt 19'-8" 10'-0" X

X

@l6"0C X

X X

A C-Ill-Ol2 (1) 6*-6" 20'-9" X

X

@l6"0C X

X X

C-Ill-012 (2) 7'-10" 20'-9" X

X

@l6"dC X

X' X

C-Ill-012 (3) 7'-8" 20'-9" X

X

@l6"0C X

X

X C-Ill-012 (4) 10'-2"'

20'-9" X

X

@l6"0C X

X X

C-Ill-012 (5) 9'-8" 20'-9" X

X

@l6"0C X

X X

C-Ill-013 13'-5" 10'-1" X

X

@l6"0C X

X X

'e C-Ill-014 (1)

I'-5" 21'-0" X

~

X

@l6"0C X

X X

C-Ill-Ol4 (2) 3'-4" 21'-0" X

X

- -@l6"0C X

X X

C-Ill-014 (3) 7'-10" 21 ' - 0'"

X X

@l6"0C X

X X

C-111-014 (4) 7'-5" 21'-0" X

X

@l6"OC X

X X

C-Ill-015 11'-8" 20'-7" X

X Ol6"0C X

X X

C-Ill-016 (1) 19'-7*

10'-9" X

X

@l6"0C X

X X

C-Ill-016 (2) 19'-7" 9'-3" X

X

@l6"0C X

X X

C C-Ill-017 9'-0" 9'-5" X

X Ol6"0C X

X X

C C-Ill-018 21'-6" 9'-4" X

@l6"0C X

X X

C C-Ill-Ol9 9'-1" 9'-3" X

Y Pl6"0C X

X X

C C-Ill-020 9'-2" 9'-4" X

X 016"0C X

X X

C C-Ill-021 (1) 21'-6" 9'-3" X

X Ol6"0C X

X X

C-Ill-021 (2) 21'-6" 10'-9" X

X Hl6"0C X

X X

C C-Ill-022 21'-6" 9'-4" X

X Ol6"0C X

X X

C C-Ill-023 7'-7" 20'-4" X

X

@l6"0C X

X X

C-Ill-024 15'-4" 20'-8" X

X

@l6"0C X

X X

C-Ill-025 4'-5" 9'-4" X

X

@l6"0C X

X X

C NOTES: A - Modification implemented B - Wall analyzed as a vertical cantilever C - Load-bearing wall i

D - Barrier designed to protect Category I equipment E - 4< inch CMU encasing structural steel column F - Horizontal action assumed with modification G inch CHU section at recess is replaced G-2

e TCBLE I (Cont.)

VERTICAL HORIZONTAL REINFORCING CELL CRotTT ACTION WALL SPAN HEIGHT THICKNESS REINFORCING DUK-O-WALL 110ND EVERY ALTER ASSUMED FUNCTION NOTE NLhBER 4"

8" 12"

5@8" # 5611 6 " NONE t18"O.C.

@l6"O.C.

IWAMS

CELI, CEIL NONE HOHl2 VERT PARTITION FIRE C-Ill-026 3'-5" 20'-8" X

X P16"0C X

X l

X C-Ill-G27 3'-5" 9'-4" X

X

@l6"0C X

X X

C C-Ill-028 12'-0" 10*-0" X

X

@l6"0C X

X X

C-Ill-029 It'-2" 20'-8" X

X P16"0C X

X X

A C-Ill-030 (1) 10'-9" 21'-0" X

X Ol6*0C X

X X

A C-III-030 (2) 3'-10" 21'-0" X

X til 6"0C X

X X

C-Ill-031 7'-8" 21'-0" X

X til 6"0C X

X X

C-Ill-032 8'-0*

10*-0" X

X t'16"0C X

X X

C-Ill-033 (1) 12'-3" 9'-5" X

X Pl6"0C X

X X

C C-114-033 (2) 11'-10" 10'-6" X

X

@l6"0C X

X X

C-Ill-034 19'-0" 9'-6" X

X

@l6"0C X

X X

C C-Ill-035 12'-2" 9'-5" X

X Ol6"0C X

X X

C C-Ill-036 (t) 19'-1" 9'-4" X

X 016"0C X

X X

C C-lil-036 (2) 19'-9" 8'-5" X

.X Pl6"0C X

X X

C-Ill-037 12'-3" 9'-6" X

X 016"0C X

X X

C C-Ill-038 19'-8" 9'-5" X

X 016"0C X

X X

C C-Ill-039 (1) 12'-4" 9'-5" X

X P16"0C X

X X

C C-III-039 (2) 11'-10" 10'-6" X

X Ol6"0C X

X X

A C-111-040 19'-8" 9*-5" X

X

@l6"0C X

X X

C C-Ill-041 12'-4" 9'-5" X

X P16"0C X

X X

C C-Ill-042 (1) 19'-0" 9'-4" X

X

@l6"0C X

X X

C C-Ill-042 (2) 19'-0" 8'-5" X

X el6"0C X

X X

C-Ill-043 12'-4" 9'-5" X

X Pl6"0C X

X X

C C-Ill-044 19'-8" 9'-5" X

X 6816"0C X

X X

C C-Ill-045 11'-7" 21'-8" X

X 6816"0C k

X X

C-Ill-046 9'-3" 9'-2" X

X

- f l 6"0C X

X X

C C-Ill-047 9'-2" 9'-3".'

X X

P16"0C X

X X

C C-Ill-048 9'-3" 9'-2" X

X el6"0C X

X X

C C-Ill-049 42'-3" 9'-2" X

X C16"0C X

X X

C C-111-050 (1) 42'-3" 9'-2" X

X PI6"0C X

X X

C C-Ill-050 (2) 42'-3" 10'-6" X

X P16"0C X

X 5

C-Ill-051 13'-6" 10'-0" X

X Ol6"0C X

X X

A C-lil-052 (1) 2'-2" 20'-7" X

X 016"0C X

X C-Ill-052 (2) 2'-9" 20'-7" X

X 016"0C X

X X

C-Ill-052 (3) 7'-9" 20'-7"

X X

016"0C X

X X

C-Ill-052 (4) 7'-9" 20'-7" X

X til6"0C X

X X

C-Ill-053 (1) 9'-8" 20'-7" X

X P16"0C X

X X

C-Ill-053 (2) 10'-8" 20'-7" X

X

@l6"0C X

X X

C-111-053 (3) 7'-8" 20'-7" X

X 016"0C X

X X

C-Ill-053 (4) 6'-11" 20'-7" X

X

@l6"0C X

X X

C-Ill-053 (5) 6'-6" 20'-7" X

X

@l6"0C X

X X

NONS: A - Modification implemented 8 - Wall analyzed as a vertical cantilever C - Load-bearing wall D - Barrier designed to protect Category I equipment E inch CtfU encasing structurst steel column F - Horizontal action assumed with modification G inch CMU section at recess is replaced C-3

e TABLE I (Cont.)

VERTICAL HORIZONTAL REINFORCING CELL GROLTT ACTION W4LL SPAN HEIGHT THICXNESS REINFORCING DUR-0-WALL Il0ND EVERY Al.TER ASSUMED Fl!NCTION NOTE NUMBER 4"

8" 12" 4508" # 5t316" NONE P8"O.C.

Pl6"O.C.

BEAMS CELL CELL NONE HORIZ VERT PARTITION FIRE I

C-Ill-054 19'-8" 9'-6" X

X Ol6"0C X

X X

A C-lll-055 5'-6" 14'-8" X

X Ol6"0C X

X X

C-Ill-056 NS 5'-6" 14'-8" X

X el6"0C X

X X

C-Ill-056 EW 9'-6" 14'-8" X

X

@l6"oc X

X X

C-Ill-057 2'-6" 13'-5" X

X PI6"0C X

X X

C-Ill-058 NS 6'-11" 13'-5" X

X 016"0C X

X X

016"0C X

X X

C-Ill-059 3'-10" 21*-0" X

X

,X X

X X

C-133-001 9'-3" 13'-8" X

X C-133-002 4'-11" 13'-4" X

X X

X C-133-003 (1) 2'-2" 13'-4" X

X X

X C-133-003 (2) 6'-1" 13'-4" X

X X

h X

X C-133-003 (3) 7*-7" 13'-4" X

X X

X C 133-003 (4) 38'-11" It'-6" X

X X

X A

C-133-003 (5) 7'-10" 12'-2" X

X X

X C-133-004 (1) 7'-6" 13'-9" X

X X

X C-133-004 (2) 9'-2" 13'-9" X

X X

X C-133-005 8'-0" 13'-6" X

X X

X C-133-006 8'-7" 13'-9" X

X X

X C-133-007 8'-0" 13'-8" X

X X

X C-133-008 NS 6*-4" 11'-10" X

X X

X X ~

X C-133-008 EW 10'-4" 13'-7" X

X X

'X A

C-133-009 (1) 18'-10" 13'-4" X

X X

X A

C-133-009 (2) 13'-0" 13'-4" X

X X

X A

C-133-010 8'-7" 13'-4" X

X X

C-133-Olt 8'-8" 14'-0" X

X X

X C-133-012 6'-10" 13'-8" X

X X

~~

X X

C-133-013 7'-0" 14'-O

X X

C-133-014 EW 3'-2" 13'-9" X

X X

X C-133-Ol4 NS 7'-7" 13'-9" X

X X

X C-133-015 EV 8'-8" 13'-6" X

X X

X C-133-015 NS 7'-8" 12'-8" X

X X

X C-133-016 6'-6" 10'-8" X

X X

X C-133-017 NS 7'-6" 13'-7" X

X X

X C-133-Ol7 EW 3'-8" 13'-7" X

X X

X C-148-001 21'-0" 15'-9" X,

X X

X A

C-148-002 8'-8" 15'-11" X

X X

X C-148-003 8'-8" 16'-0" X

X X

X A

C-148-004 4'-9" 13'-4" X

X X

X C-144 005 20'-11" 13'-7" X

X X

X C-148-006 8'-7" 14'-10" X

X X

X C-143-007 (1) 4*-7" 15'-10" X

X X

'X NOTES: A - Modification bplemented B - Wall analyzed as a vertical cantilever C - Load-bearing wall D - Barrier designed to protect Category I equipment E inch CNU encasing structural steel column F - Horizontal action assumed with modification C inch CMU section at recess is replaced i

C-4

e TABLE I (Cont.)

VERTICAL HORIZONTAL REINFORCING CELL GROtfi ACfl0N WALL SPAN HEICHT THICKNESS REINFORCING DUH-O-WALL BOND EVERY ALTER ASSUMED Fl;NCTION NOTE NUMBER 4"

8" 12"

5P8" #5016" NONE e8"O.C.

@l6"O.C.

BEAMS CELL CELL NONE HORIZ VERT PARTITION FIRE C-148-007 (2) 49'-5" 13'-10" X

X X

X A

C-148-008 (1) 7'-3" 14'-l" X

X X

X C-148-008 (2) 39'-11" 13'-10" X

X X

X A

C-148-009 13'-5" 16'-10" X

X X

X A

C-148-010 7'-3" 13'-4" X

X X

X C-148-Oli (1) 9'-2" 16'-2" X

X X

X A

C-148-Oli (2) 30'-7" 16'-2" X

X

.X X

X X

A C-148-Oli (3) 13'-5" 16 ',- 2" X

X X

X A

i C-148-012 (1) 2*-5" 13'-7" X

X X

X C-148-012 (2) 6'-6" 13'-7" X

X X

X C-148-012 (3) 29'-2" 13'-7" X

X X

X A

C-148-013 54'-5" 16'-0" X

X X

X A

C-148-014 7'-4" 14'-0" X

X X

X C-148-015 13'-4" 16'-8" X

X X

X A

C-148-016 (1) 7'-4" 14'-l" X

X X

X g

C-148-016 (2) 4'-2" 14'-1" X

X X

X i

C-148-016 (3) 4*-8" 14'-l" X

X X

X j

C-148-016 (4) 6'-0" 14'-1" X

X X

X C-148-016 (5) 5'-8" 14'-1" X

X X

X C-148-016 (6) 15'-0" 14'-1" X

X X

X A

C-148-016 (7) 4'-8" I4'-1" X

X X

X C-148-017 (1) 4'-7" 15'-10" X

X X

X C-148-017 (2) 49'-5" 15'-10" X

X X

X A,F C-148-018 EW 7'-5" 16'-8" X_

X X

X C-148-018 NS(I) 6'-I" 9'-0" X

X X

X C

C-148-018 NS(2) 6'-3" 16'-8" X

X X

'~

X X

X C-149-019 24'-9" 9'-1" X

X X

X C

C-149-020 (1) 24'-9" 9'-1" X

X X

X C

C-148-020 (2) 24'-9" 6'-8" X

X X

X C-148-021 (1) 5'-4" 9'-0" X

X X

X C

C-148-021 (2) 6'-3" 16'-8" X

X X

X C-148-022 6'-4" 16'-8" X

X X

X C ;48-023 9'-4" 9'-1" X

X X

X C

C-148-024 (1) 26'-0" 9'-0" X

X X

X C

X X

C-148-024 (2) 10'-4" 6'-9" C-148-025 (I) 25'-9" 9'-0" X

X X

X C

C-148-025 (2) 22'-8" 6'-10" X

X X

X C-148-026 7'-6" 17'-3" X

X X

X C-448-027 (l) 9'-5" 9'-1" X

X X

X C

C-148-027 (2) 9'-5" 6*-10" X

X X

X A

C-148-028 (1) 5'-2" 15'-11" X

X X

X C-148-028 (2) 7'-6" 16'-13" X

X X

X A

NOTES: A - Modification implemented B - Wall analyzed as a vertical cantilever C - Load-bearing wall D - Barrier designed to protect Category I equipment E inch CMU encasing structural steel column F - Horizontal action assumed with modification G inch CMU section at recess is replaced C-5

e VABLE I (Cont.)

VERTICAL HORIZONTAL REINFORCING CELL GRotJT ACTION VALL SPAN REICHT THICKNESS RElhf0kCING DUR-0-VALL BOND E'.T k Y ALTER A55tMED FtNOTION NOTE NUMBER 4"

8" 12"

5@8" #5@l6" NONE P8"O.C.

Pl6"0.C.

BEAMS CEII.

CELL NohE Il0H12 VERT PARTITION FIRT I

C-148-029 (1) 3'-8" 13'-11" X

X X

X C-148-029 (2) 2*-4" 15'-4" X

X X

E C-148-030 (1) 9'-5" 9'-1" X

X X

X r

C-148-030 (2) 10'-5" 7'-11" X

X X

X C-148-030 (3) 12'-9" 17'-0" X

X X

X A

C-148-031 26'-1" 9'-1" X

X X

X C

C-148-032 (1) 25'-8" 9'-1" X

X

,X X

X X

C C-148-032 (2) 25'-8" 7'-5" X

X X

X C-148-033 9'-4" 9'-1" X

X X

X C

1, C-148-034 6'-4" 13'-7" X

X X

X C-148-035 25'-0" 9'-1" X

X X

X C

C-148-036 (1) 24'-4" 9'-1" X

X X

X C

C-148-036 (2) 24'-4" 7'-5" X

X X

X C-148-037 (1) 5'-4" 9'-1" X

X X

X C

,i C-148-037 (2) 6'-4" 14'-3" X

X X

X C-166-001 4'-4" 10'-11" X

X X

X C-166-002 8'-8" 9'-7" X

X X

X C

C-166-003 8'-8" 9'-7" X

X X

X C

C-166-004 7'-4" 9'-7" X

X X

X A

C-166-005 (1) 7*-1" 9'-7*

X X

C C-166-005 (2) 21'-4" 21'-9" X

X X

X A

C-166-006 2'-10" It'-0" X

X X

X C-166-007 8'-8" 20'-11" X

X X

X A

C-166-008 4'-1" 51*-0" X

X X

X C-166-009 26'-9" 10'-3" X

X X

X A

i C-166-Oli 3'-2" 8'-8" X

X X

X C-166-012 18'-3" 10'-3" X

X X

X A

C-166-013 11'-3" 10'-4" X

X X

X C-166-014 11'-0" 8'-3" X

X X

X A

C-166-015 6'-4" 8'-4" X

X X

X A

C-166-016 6'-2" 10'-4" X

X X

X 1

C-166-018 6'-4" 8'-9" X

X X

X C-166-019 4'-4" 10'-2" X

X X

X A

C-166-020 3'-4" 8'-7" X

X X

X C-166-021 18'-9" 8'-4" X

X X

X C-166-022 6'-9" 10'-6" X

X X

X C-166-023 7'-8" 10'-4" X

X X

X A

C-166-024 22*-11" 10'-3" X

X X

X A

C-166-025 11'-8" 10*-3" X

X X

X A

C-166-026 6'-1" 8'-1" X

X X

.X C-166-027 6'-4" 8'-9" X

X X

X C-166-028 (1) 9'-3" 10'-3" X

X X

X l

WOTES: A - Modification 2:=oleser'*.ed 8 - Wall analyzed as a vertical cantilever C - Load-bearing wall D - Barrier designed to protect Category I equipment E in d CMU encasing structural steel column F - Horizontal action assumed with modification C inch CMU section at recess is replaced C-6

= _ _ _ _ _ _

e TABLE I (Cont.)

VERTICAL HORIZONTAL REINFORCING CELL CROUT ACTION WALL SPAN HEICHT THICKNESS REINF0HCING DUR-0-WALL BOND EVERY ALTER ASSUMED WNCTION NOTE NUMBER 4"

8" 12"

5@8" #5Pl6" NONE

8"O.C.

16"O.C.

PE Y1S Cell CELL dONE MORIZ VERT PARTITION FIRE C-166-028 (2) 6*-6" 10'-3" X

X X

X C-166-029 6*-3" 8'-5" X

X X

X C-166-030 (1) 2'-7" 8'-2" X

X X

X C-166-030 (2)

It'-9" 8'-2" X

X X

A C-166-031 7'-8" 10'-6" X

X X

X C-166-032 4*-9" 20'-4" X

X X

X C-166-033 4'-9*

10'-6" X

X X.

X X

X C-166-034 (1) 8'-0" 10'-4" X

X

'X X

X h

A C-166-034 (2) 11'-4" 10'-4" X

X X

Y A

C-166-035 5'-4*'

10'-6" X

X X

X C-166-036 6 ' - 4*'

10*-6" X

X X

X C-166-037 11'-10' 8'-3" X

X X

X C-166-038 2'-3" 10'-4" X

X X

X C-166-039 6'-8" 10*-4" X

X X

X C-166-040 10'-5" 8'-6" X

X X

X C-166-041 2'-3" 10'-4" X

X X

X C-166-042 6'-8" 10'-4" X

X X

X C-166-043 17'-3" 9'-2" X

X X

X A

C-166-044 6'-4" 10'-4" X

X X

X C-166-045 6'-4" 8'-9" X

X X

X X'

k C-166-046 (1) 6'-0" 8'-0" X

X X

X C-166-046 (2)

It'-8*

10'-8" X

X X

X A

C-166-047 50'-11" 10'-3" X

X X

X A

C-166-048 6'-4" 8'-9" X-X X

X X

X C-166-049 12'-11" 10'-6" X

X X

X A

C-166-050 13'-0" 10'-6" X

X X

X C-166-051 3'-4" 8 ' - EL" X

X X

X

'l C-166-052 13'-O" 10'-6" X

X X

X A

C-166-053 3'-4" 8'-8" X

X X

X C-166-054 (1) 6*-8" 10'-6" X

X X

X C-166-054 (2) 16'-11" 9'-5" X

X X

X C-177-001 8'-7" 12'-7" X

X X

X C-177-002 (1) 4'-8" 8'-2" X

X X

X C-177-002 (2) 15'-1" 8'-2" X

X X

C-177-002 (3) 7'-0" 8'-2" X

X X

X C-177-003 2'-4" 8'-4" X

X X

X C-177-004 9'-1" 10'-7" X

X X

X A

C-177-005 2'-4" 10'-8" X

X X

X A,G C-177 006 4'-2" 10'-8" X

X X

X A,G C-177-007 6'-0" 8'-5" X

X X

X C-177-008 4'-2" 10'-8" X

X X

X A,G l

WOTES: A - Modification implemented q - Wall analyzed as a vertical cantilever C - Load-bearin8 wall D - Barrier designed to protect Category I equipment E inch CHU encasin8 structural steel column F - Horizontal action assumed with modification G inch CHU section at recess is replaced C-7

.~

t I

TABLE I (Cont.)

VERTICAL If0RIZONTAL REINFORCING CELL CRolrr ACTION WALL SPAN HEIGHT THICKNESS REINFORCING DUR-O-WALL 110ND F.VEHY ALT E R ASSUMED FUNCTIDN NOTE NUMBER 4"

8" 12"

508" # 5611 6 " NONE 98"O.C.

@l6"O.C.

PEAMS CELL CELL NONE ItORIZ VERT PANTITION FIRE C-177-009 2'-4" 10'-6" X

X X

X A,G C-177-010 9'-0" 10'-6" X

X X

X A

C-177-Olt 2*-4" 8'-4" X

X X

X i

l C-177-012 (I) 4'-7" 8'-3" X

X X

X C-177-012 (2) 15'-0" 8'-3" X

X X

X C-177-012 (3) 7'-0" 8'-3" X

X X

X C-177-013 13'-0" 10'-6" X

X X

X A

C-177-014 13 '-0" 8'-9" X

X X

X C-177-015 (1) 13'-4" 7'-10" X

X X

X B

C-177-015 (2) 13'-0" 10'-6" X

X X

X A

C-177-016 6'-0" 8'-8" X

X X

X C-177-017 6'-0" 8'-8" X

X X

X C-17 7- 018 29'-11" 10'-8" X

X X

X A

C-177-019 (1) 6'-0" 10'-6" X

X X

X A

C-177-Ol9 (2) 10'-3" 10'-6" X

X X

X C-177-020 (1) 7'-2" 10'-6" X

X X

X C-177-020 (2) 20'-1" 7'-9" X

X X

X l

C-177-021 (1) 2'-11" 10'-7" X

X X

X A

C-177-021 (2) 17'-10" 10*-7" X

X X

X A

C-177-021 (3) 2'-2" 10'-7" X

X X

X C-177-022 11'-8" 13'-6" X

X X

X A

C-177-023 (1) 2'-8" 10'-7" X

X X

X C-177-023 (2) 4'-2" It'-6" X

X X

X C-177-023 (3) 11'-6" It'-6" X

X X

X A

C-177-024 6'-0" It'-2" X

X X

X C-177-025 6'-0" 7'-6" X

X X

X C-177-026 16'-1" II'd9" X

X X

X A

C-177-027 2'-0" 7'-10" X

X X

X C-177-028 6'-0" 8'-11" X

X X

X A

C-177-029 3'-0" 11'-8" X

X X

X A

C-177-030 6'-8" It'-8" X

X X

X C-177-031 (I)

It'-4" It'-8" X

X X

X A

C-177-031 (2) 8 ' - 0

11'-8" X

X X

X A

C-177-032 6'-0" 10'-7" X

X X

X C-177-033 7'-7" 12'-l" X

X X

X C-177-034 4'-0" It'-8" X

X X

X C-177-035 4'-0" It'-7" X

X X

X C-177-036 7'-0" 11'-8" X

X X

X C-177-037 (1) 2'-8" 11'-8" X

X X

X A

C-177-037 (2) 25'-3" 10'-6" X

X X

X A

C-177-040 9'-2" 11*-8" X

X X

X C-177-043 (1) 26'-3" 7'-11" X

X X

X NOTES: A - Modification implemented B - Wall analyzed as a vertical cantilever C - Load-bearing wall D - Barrier designed to protect Category I equipment E inch CMU encasing structural stret column F - Horizontal action assumed with modification G inch CMU section at recess is replaced C-8

/

a e

TABLE I (Cont.)

VERTICAL HORIZONTAL REINFORCING CELL CROLTf ACTION WALL SPAN HEIGHT THICKNESS REINFORCING DUH-0-WALL BOND EVERY AI.TER ASSl' MFD FUNCTION NOTE NL'MBER 4"

8" 12" f5@8" #5816" NONE 08"O.C.

F16"O.C.

Bj.AMS CEIL CELL NONE HORIZ VENT PARTITION FIRE I

C-177-043 (2) 4'-8" 10'-8" X

X X

X A

C-177-045 (1) 5'-10" 10'-7" X

X X

X C-177-045 (2) 10'-4" 10'-7" X

X X

X C-177-046 13'-1" 10'-6" X

X X

X A

C-177-047 4'-4" 8'-6" X

X X

X C-177-048 13'-0" 10'-6" X

X X

X A

C-177-049 6'-1" 10'-6" X

X

,X X

X X

C-177-050 39'-11" It'-8" X

X X

X A

C-177-051 6'-0" 8'-10" X

X X

X C-177-052 6'-0" 8'-8" X

X X

X C-189-001 7'-6" 16'-9" X

X X

X C-189-002 27'-6" 14'-6" X

X X

X A

C-189-003 8'-7" 14'-6" X

X X

X C-189-004 8'-6" 2'-2" X

X X

X 8

C-189-005 4'-7" 2'-2" X

X X

X 8

C-189-006 13'-10" 3'-4" X

X X

X 8

C-189-007 9'-9" 3'-2" X

X 08"0C X

X X

C-189-008 22'-6" 3'-4" X

X X

X B

C-189-009 6'-3" 8'-3" X

X 08"OC X

X X

C-189-010 3'-8" 3'-4" X

X 08"OC X

X X

8 C-189-Oli 9'-4" 3'-4" X

X 08"0C X

X X

C-189-012 10'-0" 3'-4" X

X X

X B

C-189-013 6'-4" I'-3" X

X X

X 8

C-206-01 7'-6" 8'-7" X

X X

X A

i l

! '..n NOTES: A - Pfodification implemented B - Wall analyzed as a vertical cantilever C - Load-bearing wall D - 8arrier desi8ned to protect Cate8ery I equipment E inch CtfU encasing structural steel column be es.

F - Horizontal action assumed with modification C inch Ctfu section at recess is replaced G-9

O*n.

w 1

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TABLE II 1

e I

b o

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l TABLE 11 VERTICAL HORIZONTAL REINFORCING CELL CROUT ACTION WALL SPAN HEICHT THICKNESS REINFORCINO DUR-0-1*ALL BCND EVERY ALTER ASSL?tED FUNCTION NOTE NLHBER 12" 18" 24"

5@8" #5016" NOME

@8"O.C.

Pl6"O.C.

BEAMS CELL CELL NONE HOMlZ VERT PARTITION FIRE A-93-001 11'-0" 25'-8" X

X X

X A-93-002 10'-0" 8'-0*

X X

B A-103-002 17'-4" 12'-6" X

X X

X A-111-001 7'-9" 5'-4" X

X X

X B

A-111-002 21'-6" 4'-2" X

X X

X A-119-001 22'-6" 17'-9" X

X X~

X X

X A-Il9-002 8'-7" 17'-8" X

X X

X A-119-003 45'-10" 16'-0",

X X

A-119-004 4'-0*

16'-0*

X X

A-Il9-005 46'-1" 16'-1" X

X X

X A-119-006 4'-5" 13'-7" X

X X

X A-119-007 5'-0" 17'-7" X

X X

X A-119-008 4'-0" 17'-7" X

X X

X A-139-001 10'-8" 12'-11" X

X X

X A

A-139-002 7'-3" 12'-11" X

X X

X B

A-139-003 4'-0" 12'-11" X

X X

X A-139-004 4'-1" 12'-11" X

X X

X A-139-005 7'-2" 12'-4" X

X X

X B

A-139-006 41'-2" 13'-0" X

X X

X A

A-139-007 8'-2" 25'-0" X

X X

X A-139-008 23'-0" 23'-2" X

X X

X A

A-139-009 2'-0" 24'-8" X

X X

X A-139-010 2'-1" 24'-8" X

X X

X A-139-Oli l'-0" 24'-8" X

X X

X A-139-012 46'-6" 24'-8" X

X X

X A

A-139-013 44'-10" 23'-1" X

X X

X A

A-139-014 3'-11" 2 4 ' - 8'"

X X

A-166-001 8'-1" 15'-0" X

X X

X A

A-166-002 21'-10" 15' 2" X

X X

X A-166-003 12'-2" 15'-2" X

X X

X A

A-166-004 11'-2" 15'-8" X

X X

X A

A-166-005 MS 2'-0" 9'-5" X

X X

X A-166-005 EW 3'-0" 9'-5" X

X X

X A-185-001 8'-0" 8'-0" X

X X

X B

A-185-002 22'-10" 8'-7" X*

X X

X A

A-185-003 9'-0" 8'-9" X

X X

X A

A 195-001 8'-1" 10'-11" X

X X

X A-195-002 23'-0" 9'-7" X

X X

X A

A-208-001 8'-0" 33'-7" X

X X

X A-208-002 22'-0" 32'-0" X

X X

X A

A-245-C01 8'-0" 18'-4" X

X X

X Q-245-002 22'-0" 18'-4" X

X X

A NOTES: A - Modification implemented B - Wall analyzed as a vertical cantilever G-10

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APPENDIX H r

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C l

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APPENDIX H MASONRY, EEINFORCEMENT, AND LINTEL DETAILS m

e O

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CONTROL BUILDING DETAILS i

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CONTROL"3U11 DING, ONLY_

NOTE lN LIEU OF BDND BEAM ALL B"OR 12'CMU WALLS IN CONTROL BulLDING

_. SHALL HAVE 3/tG"3* S GA HEAV( DUTY HOR.REINF.6 EVER'( COURSE AT ALL ELEVATIONS,E7 CEPT NOTED OTHERw!SE AT EL.lll'0" IN THE CONTROL BLDS.

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TO STL. BEAM FLANGE SECTION Y-Y ELEVATION ALT.DET. B

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f. l' GAP MAY BE INCREASED UP TO 4" MAX., ONLY WHERE REQUIRED To PREVENT INTEFERENCE WITH ITEMS (CONDUlTS SMALL PIPE ETC)

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Text

SUMMARY

SUMMARY

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