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STEEL FRAMING SYMBOL LEGEND

BEAM SIZE

QUANTITY Of HEADED STUDS

� UPWARD CAMBER AT MIDSPAN

W16X26 (24) C:=3/4"

{·X'·X")

-------- INDICATES CHANGE IN BEAM

ELEVATION FROM TYPICAL,

IND!CATED ON PLAN

INDICATES TYPICAL

FRAMING CONNECTION

INDICATES DOUBLE ANGLE

FRAMING CONNECTION

INDICATES MOMENT

CONNECTION

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½ "' W12X19 (4)

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W18X35 (16) C=1 1/4" o ~ ------------'----��------------N

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W12X19 (10) �

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I I ~ I I I I ~ 1 ■ I I � I I I � I v t W16X26 (14) • ;:; r I I W16X26 (12) C=3/4" • -;; � W12X19 (10) -�(rl 1 I (-2"l � � I (-2"l � � (-2"l � �

¥501 9ro S $: � W18X35 (16) C=1 1/4" � s - -------�------------;,:

, .t. W16X26 (12) C=1" 1-:-

W12X19 {10) s I W18X40 _(20) C=1 1/4"

W12X19 (10)

© © s 1 1 i, I i, 11 " " " " I W16X26 {14)_ 'I"' 1 •

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W16X26 (14) C=1" {-2")

W14X3D (18) (-2") a - --t-......i:.

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I I W18X35 (18) C=1" , W12X1A (10) ·1 �tt;, W16X2B (14) � W16X26 (18) G=1" (-2") ,r • f-----�� ! !_(_ ��-w1�x._, 6'

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W16X26 (12) C=1" � W16X31 (14) C=1" W16X26 (14) C=1" � W12X19 (10) I W16X26 (14) � W16X26 (16) C=1" _, ;::: � >( � ---------��----:::=tlli;;:�--5' --------�-----------,---------�---------,;: --------- ---->----��-----$

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__ _ W16X26 (12) C=1" :t W18X35 (18) C=1" :t W16X26 (12) W12X19 (10) W16X26 (14) i W16X26 (14) C=1" W14X30 (18) "' - ;;.... S: I I 12") ( 2") (2") ...... .... � I I

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t,, N I N ..... o o I o o ]5'_ - _o·.,,,_.�L ,.}.1· - 5"

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W16X26(12)C=3/4" � ,,.-... W18X35(16)C=1" ;;' ,,.-... W16X26(12) -;; - W12X19(10) ;; ........ I W16X26(12) ;; � W16X26{12)C=3/4" ;; � W12X19(10) � .- I Z' -O" v-----------'-'-------M a ----------'---'---- M a N a N e N ("1 N ("1 I'- N � r (-2") � � (-2") � :1 (-2") � :1 (-2") � :1 I (-2") , � -..!.- , (-2") , � -..!.- {-2") N -..!.- I f-N ..- ..- -.- ..- ''" I ..- I I I ,.... I $ I

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···-·--- W16X26(14)C=1" f W18X35(16)C=1" j W16X26(12) --- W12X19(10) __ A a W27X84 I I .B • ' W27X84 • n • W27X84 .. •- I

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W16X26 (16) C=1" lo "' gl,..X N - -'-

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W16X26 (12) (-2")

I - W21X57 ISi W21X57 I ", S-501 f I :, (-2") ;,. (·2") I 1--'or I

NS- ' .si>' ••"\

I :; ":I W14X30 � W14X30 \.'..'\, I � - � � I � w <-2"1 , ., 1/,,,.. I ,.... -..!.- N ro ro � I s � � (-2··1 I

W18X35 (16) C=1" I W16X26 (12) 1 r, W12X19 (10) � I I (-2")1 I I I (-2") (-2") (-2")

I I I I I I �I I ll-1' - 3" I I I I I -TYP I ltiJ' I I I I / l 1 1I I . I I .,. F3 I. D ■ I I EB

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(-2") -2") (-2") (-2") (-2") • • -!'--- _ _L_ °r i--------- - -----. -

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6 1/2" NORMAL WEIGHT CONCRETE OVER

(-2") DB SIM

2", 18 GA COMP DECK (TOTAL THICKNESS I :r : r I SlM I I

"11111 s-501 , = 8 1/2" AT STAIR ONLY). I

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2" TOPPING SLAB REQUIRED OVER COMPOSITE SLAB 01DECK. SEE ARCHITECTURAL DRAWINGS FOR ALL

DEPRESSIONS, SLOPES ETC. SLAB TO BE 2" NORMAL

WEIGHT CONCRETE, 3000 PSI MIX, 3/8" DlA AGGREGATE.

j REINFORCE W/ WWF 6x6 - W1 .4XW1 .4. I

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-- ---0

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THIRD LEVEL PLAN NOTES:

1. TOP OF STEEL ELEVATION = 127'-5 1/2" UNLESS NOTED OTHERWISE BY (+X'-X") OR (-X'-X") FROM ELEVATION.

POSITIVE(+) IS AN UPWARD CHANGE AND NEGATIVE(-) IS A DOWNWARD CHANGE .

2. TOP OF SLAB ELEVATION :a: 128'-0" UNO. SLAB TO BE 4 1/2" NORMAL WEIGHT CONCRETE OVER 2", 18 GAGE

COMPOSITE DECK (TOTAL THICKNESS = 6 1/2"). SEE S-106 F'OR SLAB REINFORMENT.

3. BEAMS SHALL BE EQUALLY SPACED IN BAYS (BETWEEN GRIDS) WHEN NO DtMENSlONS ARE SHOWN.

1 O' � 8"

10' - 4" 9' -O"

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20' -O" 30' - O" 15' -O"

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EB

15% SCHEMATIC DESIGN SUBMISSION

COST ESTIMATOR SUBMISSION

50% OWNER SUBMISSION

9-1-10

9-28-10 PROJECT TEAM ARCHITECTS/ENGINEERS

Drawing Title Project Title W.G. (Bill) Hefner Veterans Affair Medical Center

Project Number V A246-P-0579 Office of

Construction and Facilities Management

50% OWNER UPDATED SUBMISSION - EXPANDED SCOPE

95% CONSTRUCTION DOCUMENTS

100% CONTRACT DOCUMENTS

RTA SUBMISSION

REV1SlONS

10-13-10 11-17-10 12-17-10 3-8-11 3-29-11

DATE

ARCHITECTURE:

HOR Architecture, Inc.

440 South Church Street Suite 1000 Charlotte, NC 28202 www.hdrinc.com 704-338-6700

STRUCTURAL:

HDR Architecture, Inc.

17111 Preston Road Suite 300 Dallas, Texas 75248 www.hdrinc.com

972-96D-4DDD

MECHANICAUELECTRICAL/

PLUMBING/ FIRE PROTECTION

Charlotte Engineers 5838 Monroe Road, Suite 100.

Charlotte, NC 28212 www.charlotteengineers.com 704-531-3000

Charlotte Engineers, LLP

,;ais Monroe Road, su�• 100 Charlotte, NC 28212 704 5ll l000 701 Sll 3001 fflc(

CIVIL / LANDSCAPE:

ColeJenest & Stone 200 South Tryon Suite 1400 Charlotte, NC 28202 www.colejeneststone.com 7D4-376-1555

ColeJenest

& Stone

..-,,,'¾, --��i:,,oFr ,,, .-,s,1--: .. •·····••§:-!:l: 11

,jt"f JV""'1. \*'I.

i"'DAViD""t\;·1iiiA�iS'} � ............................ _ •. ,..'Ii•• ' 921,;i:;:7 ; if 'le ;%"•, � .., �n l/:t ,ii ii �i·-1fCENS'(.�,••·�x,y 11,tsioiii,��'e:::,.-/ �1 ii'"'''Ob-""" '3 ,-:

HDR Architecture Inc. Project Number: 202067 -143442

HOR Architecture lnc.

440, S. Churo:h Street • .Suite 1000. Charlotle, NC 28202 Phone. 704 338.6700 F�x. 704.338.6760

North Carolina Licensed Engineering Firm# F-0149

HOR Architecture Inc.

8404 Indian llllls DMa, Omaha, NE 68114

THIRD LEVEL FRAMING PLAN -AREA B

MENTAL HEALTH JJ8uildingNumber

INPATIENT (PHASE II) PROJECT"·-

Drawing number Approved : Project Director Location Department of Veterans Affairs 1601 Brenner Ave. Salisbury, NC 28144

Date Checked by Drawn S-103B

03/23/2011 DEW REL

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