Site Logistics Plan - Use Bluebeam

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1 REVIEW COMMENTS 08/06/14

GENERAL STRUCTURAL NOTES

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1 REVIEW COMMENTS 08/06/14

GENERAL STRUCTURAL NOTES

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TYPICAL DETAILS

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TYPICAL DETAILS

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FOUNDATION NOTES - TYP U.N.O.:

SCHEDULED MARK DESIGNATIONS ARE TYPICAL TO THE PROJECT AND MAY NOT NECESSARILY BE FOUND ON THIS PLAN.

- WHERE SHOWN ON PLAN INDICATES MOMENT FRAME CONNECTION.

GB1, GB2, ETC - AS SHOWN ON PLAN INDICATES GRADE BEAM, SEE SCHEDULE THIS SHEET.

CF1, CF2, ETC - AS SHOWN ON PLAN INDICATES CAISSON FOOTING, SEE SCHEDULE THIS SHEET.

CONC C.J. - AS SHOWN ON PLAN INDICATES LOCATION OF EITHER KEYED OR SAWCUT CONTROL JOINT IN CONCRETE SLAB ON GRADE AT CONTRACTOR'S OPTION, SEE G.S.N. AND TYPICAL DETAILS.

BUILDING CONCRETE SLAB ON GRADE SHALL BE AS NOTED ON PLAN. VERIFY EXACT SIZE AND LOCATION OF DEPRESSED AND/OR RAISED SLABS WITH ARCH'L DRAWINGS. FOR SIDEWALK LOCATION, SEE ARCH'L DRAWINGS. FOR ADDITIONAL INFORMATION, SEE G.S.N. AND TYPICAL DETAILS.

SC1, SC2, ETC - AS SHOWN ON PLAN INDICATES STEEL COLUMN, SEE SCHEDULE THIS SHEET.

UNLESS NOTED OTHERWISE ON PLANS AND/OR DETAILS, DEPTH OF FOOTING DIMENSIONS INDICATED IN THE G.S.N. ARE MINIMUMS. FOUNDATION CONTRACTOR SHALL COORDINATE WITH SOIL REPORT AND ALL TRADES TO INSURE THAT THESE MINIMUMS ARE SUFFICIENT FOR THE WORK. SEE TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS.

VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. BUILDING DIMENSIONS, WHERE SHOWN, WERE PROVIDED BY THE ARCHITECT AND SHALL BE VERIFIED WITH SAME PRIOR TO PROCEEDING WITH THE WORK. DO NOT USE CONC C.J. FOR LOCATING BUILDING ELEMENTS.

10.

11.

FOR FINISH FLOOR ELEVATIONS, REFER TO ARCH/CIVIL PLANS.

FOR STEEL STUDS AT ANY PARTICULAR FLOOR, REFER TO G.S.N. AND TYPICAL DETAILS.

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9 / 1 1 / 1 4

1 2 3 4 5 6 7 8 9 10

A1 A1

B1 B1

40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 23' - 0"

30 '-

0" 30

'- 0"

5' -0

" 343' - 0"

5" C.I.P. CONCRETE SLAB W/ #4 AT 18" O.C. E.W. OVER 4" A.B.C. OVER 15 MIL VAPOR BARRIER - TYP. AT INTERIOR SLAB (REFER TO SOIL REPORT/ADDENDUMS FOR SOIL STABILIZATION).

G B3

103

104

120 123 SIM

118 114

106A 119 107 109

119

108

109

108 109

115A

114

115

107

113

112 111

105A

115

114

CF3 CF3 CF3

CF3

115A 114

CF4 112

111 SIM

108

109

CF2

108

123 SIM

123

105A

(2) #4 x 3'-0" CENTERED IN SLAB - TYP WHERE SHOWN

107 119

108

109

115

107

114

106

118A

108A

120 106A

105 SIM

GB1

CF4 SC2

CF4

SC3

CF4 SC1

CF2

CF2 SC6

SC6

CF2 SC6

SC4 CF2

CF5 SC3

CF4 SC1

SC6

CF2

CF2 SC6

SC6

SC1 CF4

SC4

SC4 CF2

SC4

CF4 SC1

CF2 SC6

SC6

CF6

CF2 SC6

CF2

SC1 CF4

SC2 CF5

SC6

CF4

CF4 SC3

CF4 SC1

GB3

GB 3

109

107

109

110 TYP

LINE OF CONCRETE RAMP BY CIVIL PLANS - TYP

D1 D1

109

115

109

106

30 '-

0" 35

'- 0"

65 '-

CF2 SC6

SC1

CONC C.J.CO NC

C. J.

101 TYP

CONC C.J.CO NC

C. J.

101 TYP

CONC C.J.

CO NC

C. J.

CONC C.J.C ON

C C.

101 TYP

6" C.I.P. CONCRETE SLAB W/ #4 AT 18" O.C. E.W. OVER 4" A.B.C. PROVIDE JOINTS AT 10'- 0" O.C. EACH WAY TYP. AT EXTERIOR SLAB (REFER TO SOIL REPORT/ADDENDUMS FOR SOIL STABILIZATION).

GB1

SC2

118

103

104

102 102

123

EXISTING BUILDING SHOWN FOR REFERENCE ONLY

119

118A

118

EXISTING 8" WALLS TO REMAIN

121

6" CONCRETE SLAB W/#5 AT 12" O.C. E.W.

120

102

107A 109

NO CONCRETE SLAB THIS AREA

102

SC5 SC5

110 TYP

123 118A

110 TYP

125117

110 TYP

(eCF)

(eCF) (eCF) (eCF) (eCF)

(eCF) (eCF) (eCF) (eCF) (eCF) (eCF) (eCF)

0" -8"

0" -8

122

120

104

106

120

W 16

X3 6

PER ARCH'L

(2) #4 x 3'-0" CENTERED IN SLAB - TYP WHERE SHOWN

6" C.I.P. CONCRETE SLAB W/ #4 AT 18" O.C. E.W. PROVIDE JOINTS AT 10'-0" O.C. EACH

WAY - TYP. AT EXTERIOR SLAB

0" PER ARCH'L

123

0" P

ER A R

C H

124 124

HATCHED AREA INDICATES DEPRESSED SLAB - REFER TO ARCH'L DWGS.

109A

120

106

120

(2) #4 x 3'-0" CENTERED IN SLAB - TYP WHERE SHOWN

G B2

402 STAIR

PLAN

403 STAIR

PLAN

401 STAIR

PLAN

G B2

G B2 G B2

G B3

GB3

GB1 107

109

125

118A

3028

115

1 1

117 125

118A

65 '-

PROJECT NUMBER: 14-122

PROJECT ENGINEER: SRJ

PROJECT MANAGER: SJH

PROJECT DRAFTER: SSR

THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY-NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE.

FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S101 AND TYPICAL DETAIL SHEETS.

CARUSO consulting structural engineers 1215 West Rio Salado Parkway, Suite 200

Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com

TURLEY SCOTT INC

LOCATION OF DETAILS

DETAILS DESCRIPTION

S101A--- GENERAL STRUCTURAL NOTES

SHEET

01-19

101-109

201-219

S102

S301

S401

TYPICAL DETAILS

FOUNDATION DETAILS

FLOOR FRAMING DETAILS

301-319 S501 ROOF FRAMING DETAILS

401-419 S601 STAIR FRAMING DETAILS

221-237 S402 FLOOR FRAMING DETAILS

21-39 S103 TYPICAL DETAILS

110-120 S302 FOUNDATION DETAILS

S101B--- GENERAL STRUCTURAL NOTES

121-129 S303 FOUNDATION DETAILS

238-257 S403 FLOOR FRAMING DETAILS

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2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

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S201

FOUNDATION PLAN

SRJ/SJHSSR

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1/16" = 1'-0" FOUNDATION PLAN

CAISSON FOOTING (CF) SCHEDULE

MARK SHAFT

DIAMETER MINIMUM DEPTH

ROCK SOCKET LENGTH

REINFORCING

VERTICAL TIES (4) CF2 4' - 0" 32'-0" 9'-0" 19 #9 #4 AT 12" O.C. CF3 4' - 0" 32'-0" 12'-0" 19 #9 #4 AT 12" O.C. CF4 3' - 0" --- 6'-0" 7 #8 #3 AT 16" O.C. CF5 4' - 0" --- 9'-0" 7 #10 #4 AT 18" O.C. CF6 4' - 0" --- 12'-0" 7 #11 #4 AT 18" O.C.

GRADE BEAM (GB) SCHEDULE

MARK DIMENSIONS REINFORCING

PATTERNWIDTH HEIGHT TOP BOTTOM STIRRUPS GB1 1' - 6" 5' - 0" 4 #8 8 #8 #4 AT 14" O.C. GB2 2' - 0" 5' - 0" 10 #9 10 #9 #5 AT 12" O.C. GB3 2' - 0" 2' - 0" 2 #11 2 #11 #4 AT 12" O.C.

NOTE: FOR ANCHOR BOLT PATTERN, SEE TYPICAL DETAIL 09.

STEEL COLUMN (SC) SCHEDULE

MARK SIZE BASE PLATE/CONNECTION REMARKS SC1 W14X61 1 3/4"x20"x20" STEEL BASE PLATE

W/4 - 3/4" DIA ANCHOR BOLTS PATTERN

AA SC2 W14X145 2"x20"x20" STEEL BASE PLATE W/4 -

1" DIA ANCHOR BOLTS PATTERN

AA SC3 W14X90 2"x20x20" STEEL BASE PLATE W/4 -

1" DIA ANCHOR BOLTS PATTERN

AA SC3A W14X90 SEE DETAIL 309 FOR BASEPLATE --- SC4 W14X145 2"x25"x25" STEEL BASE PLATE W/10

- 1 1/2" DIA A354BD THREADED RODS

REFER TO DETAIL 109

SC5 HSS6x6x1/2 REFER TO DETAILS 111/112 REFER TO DETAILS 111/112

SC6 W14X311 2 3/4"x28x28" STEEL BASE PLATE W/10 - 1 1/2" DIA A354BD THREADED RODS

REFER TO DETAIL 109

NORTH

***

*( LATERAL CAISSON)

No. Description Date

1 REVIEW COMMENTS 08/06/14 4 ASI#1 09/15/14

FLOOR FRAMING NOTES - TYP U.N.O.:

- WHERE SHOWN ON PLAN INDICATES MOMENT FRAME CONNECTION.

VERIFY EXACT SIZE, WEIGHT AND LOCATION OF EQUIPMENT AND SUPPORTS INDICATED ON PLAN WITH ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, SPRINKLER AND THEIR RELATED DRAWINGS. EQUIPMENT INDICATED ARE ONLY THOSE THAT EXCEED LOADS SPECIFIED IN THE G.S.N. FOR SUPPORT OF EQUIPMENT, SEE TYPICAL DETAILS AND OTHER TRADES.

FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING CONDITIONS. ALL OPENINGS MAY NOT BE SHOWN ON THIS PLAN. FOR EXACT SIZE, NUMBER AND LOCATION OF OPENINGS, SEE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, SPRINKLER AND THEIR RELATED DRAWINGS. FOR FRAMING AT OPENINGS, SEE TYPICAL DETAILS.

CONCRETE TOPPING SHALL BE AS NOTED ON PLAN. VERIFY EXACT SIZE AND LOCATION OF DEPRESSED AND/OR RAISED SLABS WITH ARCH'L DRAWINGS. CONTROL JOINTS SHALL BE PER G.S.N. AND TYPICAL DETAILS. FOR ADDITIONAL INFORMATION, SEE G.S.N. AND DETAILS. CONTRACTOR TO VERIFY, AND BE RESPONSIBLE FOR VARIATIONS IN CONCRETE QUANTITY DUE TO CAMBER, CONSTRUCTION DEAD LOAD DEFLECTIONS, AND/OR TOLERANCES OF STRUCTURAL ELEMENTS (i.e. BEAMS, DECK, ETC.).

SCHEDULED MARK DESIGNATIONS ARE TYPICAL TO THE PROJECT AND MAY NOT NECESSARILY BE FOUND ON THIS PLAN.

7. - AS SHOWN ON PLAN INDICATES COLLECTOR PLATES.

8. FOR STEEL STUDS AT ANY PARTICULAR FLOOR, REFER TO G.S.N. AND TYPICAL DETAILS.SLAB ON CAMBERED STEEL BEAMS

(2)(1) (3) (6) (4)

(5) (9) (7)

(8)

(11) (10)

NO SCALE14-122

PROCEDURE FOR CONSTRUCTION OF FLOOR SLABSNOTES:

COPE

1. PROVIDE UPWARD CAMBER AT MID-SPAN FOR ALL BEAMS WHERE INDICATED. BEAMS NOT CAMBERED HAVE TO HAVE MILL CAMBER PLACED IN UPWARD POSITION.

2. AFTER STEEL ERECTION, SURVEY THE TOP ELEVATION OF THE STRUCTURAL STEEL. SET ADJUSTABLE SCREEDS TO APPROVED FINISHED SLAB ELEVATION AND MIN. SLAB THICKNESS AT SUPPORTS AND TO MIN. SLAB THICKNESS AT MID-SPAN OF CAMBERED BEAMS.

3. AS CONCRETE IS PLACED, ADJUST SCREEDS. BY A LASER OR TRANSIT, TO PRODUCE A FLAT FINISHED CONCRETE SURFACE FROM THE CORE TO THE PERIMETER (BUT NOT NECESSARILY LEVEL) BETWEEN SUPPORTS AND MID SPAN CONTROL POINTS, AS A MINIMUM. TOP OF SLAB SHALL NOT BE OUT OF LEVEL BY MORE THAN ALLOWED BY A.C.I. AND SPECIFICATION.

4. UPON COMPLETION OF THE SLAB POUR AND AFTER ANY SLAB SHORES ARE REMOVED. THE GENERAL CONTRACTOR SHALL FURNISH TO THE OWNER A COPY OF THE ORIGINAL APPROVED TOP OF CONCRETE ELEVATION DRAWINGS WITH THE AS-BUILT SURVEYED TOP OF CONCRETE ELEVATION NOTED AT ALL CONTROL POINTS.

1. SET SCREEDS TO ESTABLISH UNIFORM SLAB ELEV. AROUND PERIMETER OF CORE WITH SLAB THICKNESS "t" AS SHOWN ON PLAN.

2. SLAB THICKNESS "t" MIN. "t" + 1/4" MAX. 3. TOP OF CONCRETE SLAB. 4. SCREED SPACING MID SPAN OF

BEAMS. 5. SLAB THICKNESS "t". 6. SET SCREEDS TO ESTABLISH

UNIFORM SLAB ELEV. AT MID SPAN AROUND BLDG. WITH MIN. SLAB THICKNESS OF "t" SHOWN ON PLANS.

7. SLAB THICKNESS "t" MIN. "t" + 1/2" MAX. 8. EXTERIOR GIRDER LINE. 9. SET SCREEDS TO ESTABLISH

UNIFORM SLAB ELEV. AROUND PERIMETER OF EXTERIOR GIRDERS WITH MIN. SLAB THICKNESS "t".

10. CAMBERED BEAM. 11. PERIMETER CORE GIRDER LINE

(T.O.S. ELEV. MAY BE HIGHER THAN EXTERIOR GIRDERS TO ALLOW FOR COLUMN SHORTENING).

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8 / 2 8 / 1 4

1 2 3 4 5 6 7 8 9 10

A1 A1

B1 B1

343' - 0"

40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 23' - 0" 30

'- 0"

30 '-

3 1/2" CONCRETE W/ 6x6xW2.9xW2.9 W.W.F. CENTERED ON SLAB OVER 3" x 20 GA COMPOSITE STEEL DECK (6 1/2" TOTAL DEPTH) TYP WHERE SHOWN

223

229A

217

207

208

223

229

223222 230

223

223 222

202 203

223 222

229A

222

212

223

215

224

225

202 203

207

206

225

223

225

228

223

222

223

207 208

229A

215

229A

224225

212 223

202 203

221 222

228

227

222

223

222

212

223

207 208

202 203

223

205 205

202

(4) #5 AT 3" O.C. CENTERED IN SLAB - AT ALL PERIMETERS AND OPENINGS (EXTEND 15'-0" BEYOND OPENINGS) - TYP.

D1 D1

230

202

206

(4) #5 AT 3" O.C. CENTERED IN SLAB - AT ALL PERIMETERS AND OPENINGS (EXTEND 15'-0" BEYOND OPENINGS) - TYP.

230

229

215

229 229

202

219

202

205

214

EQ EQ EQ EQ

214 TYP

3 1/2" CONCRETE W/ 6x6xW2.9xW2.9 W.W.F.

CENTERED ON SLAB OVER 3" x 20 GA COMPOSITE STEEL DECK

(6 1/2" TOTAL DEPTH) TYP WHERE SHOWN

205

202

202202 230

202

228

202

205

202

EQ EQ EQ EQEQ EQ EQ EQ

8" GAP BETWEEN GARAGE AND BUILDING

202

403 STAIR

PLAN

402 STAIR

PLAN

401 STAIR

PLAN

EQ EQ EQ EQ EQ EQ EQ EQ

202

206

205

221222

223

214 214

219

215

W18X65 C=2"

W18X35 C=2"

W18X35 C=2" W18X35 C=2"

W18X35 C=2"

W18X35 C=1 1/2"W18X35 C=2"

W18X35 C=2"

W18X35 C=2" W18X35 C=2" W18X35 C=2" W18X35 C=2" W18X35 C=2" W18X35 C=2"

W18X40 C=1 3/4"

W18X40 C=1 3/4" W18X40 C=1 3/4"

W18X40 C=1 3/4"

W18X40 C=1 3/4"W18X40 C=1 3/4"

W18X40 C=1 3/4" W18X40 C=1 3/4"

W18X40 C=2" (57)

W18X40 C=1 3/4"

W18X35 C=1 1/4" W18X35 C=1 3/4"

W12X14

W12X14 W14X22 C=1" W14X22 C=1"

W14X22W14X22

W12X14 W 24

X6 8

W 24

X6 8

W 24

X6 8

W 24

X6 8

W 24

X6 8

W 24

X6 8

W 16

X3 1

W 16

X2 6

W16X26 W30X99 (67)

W 12

X1 4

W12X14

W 14

X2 2

W16X40 C=1/2"

W14X22 W12X19

W14X22 C=1"

W14X22 C=1 1/2"

W30X99 (55)

W12X14 W12X14

W 12

X1 4

W 12

X1 4

W18X65 C=1"

W12X19 W27X84

W18X35 C=2"

W18X40 C=2"

W27X84 W27X84

W14X22 C=3/4"

W14X22

W16X31 C=3/4"

W12X14

W16X26 C=1"

W16X31 C=1 3/4"

W24X76 C=1" (95) W24X76 C=1" (95)

W 24

X6 8

W 24

X6 8

W 24

X6 8

W 24

X6 8

W30X90 (55)

W14X43 C=1 1/4" W16X26 C=3/4"W 21

X4 8

C= 3/

W12X14

W 12X14

W 1 6

X2 6

W18X35 C=1 3/4"

W18X35 C=1"

W 24

X5 5

W 24

X5 5

W12X14

W16X26

W24X76 C=1"

W 21X 50 C=3 /4"

W12X14

W 1 2

X1 9

W 30

X1 48

W 30

X1 48

W 30

X9 0

W 30

X1 48

W 30

X9 0

W 30

X1 48

W 12

X1 4

W 30

X9 0

W27X84

HS S1

2X 4X

1/ 4

W21X44 C=1 1/4"

W 12

X1 4

W12X16

W 30

X9 0

W 30

X9 9

W 30

X9 0

W 30

X9 0

W 30

X9 0

W 30

X1 48

W 30

X1 48

W18X35 C=2"

W 18X 35 C=1 1/4" W 24

X6 2

W 24

X6 8

C= 3/

W18X35 C=1 3/4"

W 16X31 C=1 1/2"

W 16

X2 6

W 30

X1 48

(3 2)

W 30

X1 48

W 30

X9 0

W12X16

W12X19

W14X22

W24X55

W18X40 C=1 3/4" W16X26

W24X55

W 12X14

W 14X43

C=1/2 "

W 30X116

W 12X14

C=1/2 "

W8X10

W14X22

W 30X116

W14X22 W12X14

W12X19

W 14X22

W 18X35

W16X31 C=1/2"W16X31 C=1 1/4"

W16X31 C=1 3/4" W16X31 C=1 3/4"W12X14

W 12

X1 4

W 12

X1 4

W 12

X1 4

W18X40 C=1 1/4"

W16X31 C=1 3/4"

W27X84

W16X31 C=1 1/4"

W 30

X9 9

W 30

X9 0

W 30

X9 9

W 30

X9 0

W 27

X8 4

W 27

X8 4

W18X40

W24X55

W 30

X9 9

W 24X68

W 18

X4 0

C= 3/

4" W

21 X4

4 C=

3/ 4"

W24X68 C=1/2" (69)

W 27

X9 4

W 27

X8 4

C= 3/

W 21

X4 8

W 27

X8 4

W 27

X8 4

W 30

X9 0

W12X14

W 30

X9 0

W24X68 C=1/2"

W21X44 C=3/4"

W 24

X5 5

W24X55

PROJECT NUMBER: 14-122

PROJECT ENGINEER: SRJ

PROJECT MANAGER: SJH

PROJECT DRAFTER: SSR

THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY-NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE.

FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S101 AND TYPICAL DETAIL SHEETS.

CARUSO consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX)

TURLEY SCOTT INC

LOCATION OF DETAILS

DETAILS DESCRIPTION

S101A--- GENERAL STRUCTURAL NOTES

SHEET

01-19

101-109

201-219

S102

S301

S401

TYPICAL DETAILS

FOUNDATION DETAILS

FLOOR FRAMING DETAILS

301-319 S501 ROOF FRAMING DETAILS

401-419 S601 STAIR FRAMING DETAILS

221-237 S402 FLOOR FRAMING DETAILS

21-39 S103 TYPICAL DETAILS

110-120 S302 FOUNDATION DETAILS

S101B--- GENERAL STRUCTURAL NOTES

121-129 S303 FOUNDATION DETAILS

238-257 S403 FLOOR FRAMING DETAILS

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 27

/2 01

4 4:

49 :2

7 PM

S202

2ND FLOOR FRAMING PLAN

SRJ/SJHSSR

1400.0007/03/2014

N AU

ST U

D EN

T AN

D AC

AD EM

IC SE

R VI

C ES

BU IL

D IN

G 11

00 S

B ea

ve rS

t., Fl

ag st

af fA

Z 86

01 1

100% CD PHASE 2

1/16" = 1'-0" 2ND FLOOR FRAMING PLANNORTH

No. Description Date

1 REVIEW COMMENTS 08/06/14 2 STRUCTURAL

SUPPLEMENT 08/19/14

3 REVIEW COMMENTS 08/28/14

REVISE BEAM SIZES

FLOOR FRAMING NOTES - TYP U.N.O.:

- WHERE SHOWN ON PLAN INDICATES MOMENT FRAME CONNECTION.

SCHEDULED MARK DESIGNATIONS ARE TYPICAL TO THE PROJECT AND MAY NOT NECESSARILY BE FOUND ON THIS PLAN.

7. - AS SHOWN ON PLAN INDICATES COLLECTOR PLATES.

8. FOR STEEL STUDS AT ANY PARTICULAR FLOOR, REFER TO G.S.N. AND TYPICAL DETAILS.SLAB ON CAMBERED STEEL BEAMS

(2)(1) (3) (6) (4)

(5) (9) (7)

(8)

(11) (10)

NO SCALE14-122

PROCEDURE FOR CONSTRUCTION OF FLOOR SLABSNOTES:

COPE

1. PROVIDE UPWARD CAMBER AT MID-SPAN FOR ALL BEAMS WHERE INDICATED. BEAMS NOT CAMBERED HAVE TO HAVE MILL CAMBER PLACED IN UPWARD POSITION.

1. SET SCREEDS TO ESTABLISH UNIFORM SLAB ELEV. AROUND PERIMETER OF CORE WITH SLAB THICKNESS "t" AS SHOWN ON PLAN.

2. SLAB THICKNESS "t" MIN. "t" + 1/4" MAX. 3. TOP OF CONCRETE SLAB. 4. SCREED SPACING MID SPAN OF

BEAMS. 5. SLAB THICKNESS "t". 6. SET SCREEDS TO ESTABLISH

UNIFORM SLAB ELEV. AT MID SPAN AROUND BLDG. WITH MIN. SLAB THICKNESS OF "t" SHOWN ON PLANS.

7. SLAB THICKNESS "t" MIN. "t" + 1/2" MAX. 8. EXTERIOR GIRDER LINE. 9. SET SCREEDS TO ESTABLISH

UNIFORM SLAB ELEV. AROUND PERIMETER OF EXTERIOR GIRDERS WITH MIN. SLAB THICKNESS "t".

10. CAMBERED BEAM. 11. PERIMETER CORE GIRDER LINE

(T.O.S. ELEV. MAY BE HIGHER THAN EXTERIOR GIRDERS TO ALLOW FOR COLUMN SHORTENING).

t R

CIF C TA erPr E

SANDRA J. HERD

e Z

IR A

a D

Se i

dere s

g e

24471

)

. .S. d

r St (

NO u ru

tc la

nsefo al Eonis gine

EXPIRES 03-31-15

8 / 2 8 / 1 4

UP DN

1 2 3 4 5 6 7 8 9 10

A1 A1

B1 B1

40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 23' - 0"

343' - 0"

30 '-

0" 30

'- 0"

5' -0

W 12

X1 4

W 12

X1 4

W 12

X1 4

W12X14

W 12

X1 4

W 12

X1 4W12X14

W12X14

W 12

X1 4

W 12

X1 4W12X14

W12X14 W 12

X1 4

W 12

X1 4W12X14

W12X14 W 12

X1 4

W 12

X1 4W12X14

W12X14

W 30

X9 0

W 27

X9 4

W16X31 C=1 1/4"

W 30

X1 48

W 27

X8 4

C= 3/

W 30

X1 48

W 27

X8 4

W 27

X8 4

W14X53 C=1 3/4"

W 27

X8 4

C= 3/

4" W

27 X8

W21X44

W18X35 C=1/2"

W16X31 C=1 1/4"

W 27

X8 4

C= 3/

4" W

27 X8

W21X44

W 30

X1 48

W 30

X1 48

W21X55 C=1"

W 27

X8 4

W21X44

W18X35 C=1/2"

W 30

X1 48

C= 1"

W 30

X1 48

W21X44

W18X35 C=1/2"

W 30

X9 0

W16X31 C=1 1/4"

W 30

X1 48

W 30

X1 48

W 27

X8 4

W 27

X8 4

W12X14

W 30

X1 16

W18X35 C=1/2"

W18X35 C=1/2" W18X35 C=1/2"

W12X19W 27

X8 4

W 30

X9 0

W 27

X8 4

W 27

X8 4

W 30

X9 0

W 27

X8 4

W 30

X9 0

W24X55 W16X31 C=2" W16X31 C=1 3/4" W18X35 C=1 3/4" W16X31 C=1/2" W18X35 C=1 3/4" W 16X 31 C=2 "

W 16X31 C=1 3/4"

W 12

X1 4

W 12

X1 4

W21X44W21X44W21X44W21X44W21X44 W21X44W21X44W21X44

W18X35 C=1 1/2"

W16X31 C=1 3/4"

W18X40 C=1 3/4"

W18X35 C=2"

W16X31 C=1 3/4"

W18X40 C=1"

W12X14

W18X40 C=1 3/4"

W18X35 C=1/2"

W18X35 C=2"

W16X31 C=1 3/4"

W27X84

W16X31 C=1 3/4"

W27X84

W18X35 C=2"

W16X31 C=1 3/4"

W27X84

W12X16

W27X84

W18X35 C=2"

W16X31 C=1 3/4"

W18X40 C=1 3/4"

W18X35 C=2"

W16X31 C=1 3/4"

W18X40 C=1 3/4"

W18X35 C=1 3/4"

W18X35 C=2"

W18X60

W16X31 C=1 3/4"

W 21

X4 4

C= 3/

4" W

24 X6

W18X40 C=1 3/4"

W21X44 C=1 1/2"

W14X22

W16X31 C=1 3/4"

W21X44

W18X35 C=1 1/2"

W16X31 C=1 3/4"

W18X40 C=1 3/4"

W18X35 C=2"

W16X31 C=1 3/4"

W18X40

W16X31 C=1/2"

W14X22

W16X26

W12X16

W12X19

W24X55

W14X22

W12X19

W 24

X5 5

W 16

X2 6

C= 1/

2" W

16 X2

6 C=

3/ 4"

W18X35

W14X22

W12X19

W 30

X9 0

W 14

X2 2

W12X14

W16X26

W18X35 C=1/2"

W12X14 W 36X135

W 12

X1 4

W 16X26

W12X14

W 24X68

W 18X40

C=1 "

W 12X14

W 12X16

W18X40

W 12

X1 4

W 12

X1 4

223

227

217

207 208

223 223

222

202 203

223 222

229A

221

212

215

224225

202 203

207 222222

223

207 208

229A

215

229A

224225

212 223

202 203

221

222

227

222

212

223

207 208

202 203

223

202

TYP

12' - 0"

308

307

305

302

307

3021 1/2" x 18 GAGE STEEL DECK ATTACHED PER G.S.N.

305306

302

307

302

304

302

302305

307

302

1 1/2" x 18 GAGE STEEL DECK ATTACHED PER G.S.N.

307 306

302

307 305

304

218

218218 218

D1 D1

W16X40

W 27

X8 4

(4) #5 AT 3" O.C. CENTERED IN SLAB - AT ALL PERIMETERS AND OPENINGS (EXTEND 15'-0" BEYOND OPENINGS) - TYP.

3 1/2" CONCRETE W/ 6x6xW2.9xW2.9 W.W.F. CENTERED ON SLAB OVER 3" x 20 GA COMPOSITE STEEL DECK (6 1/2" TOTAL DEPTH) TYP WHERE SHOWN

W 24X68

W 24

X5 5

W14X22

W 14

X2 2

W14X22 C=1"

W 12

X1 4

W12X14

W14X22 C=1"

W 12

X1 4

W 12

X1 4

W12X14

W14X22 C=1"

W 12

X1 4

W12X14

W 12

X1 4

W12X14

W12X14 W16X31 C=1 3/4" W12X14

309 SIM

302

202

302 302

302

202

307

8" GAP BETWEEN GARAGE AND BUILDING

205

W 36X135

W 12X14

403 STAIR

PLAN

W 12

X1 4

W 30

X9 0

231

SUSPENDED MOVABLE PARTITION. MAX.

WEIGHT = 150 PLF

NOTE: AT ROOF AREA INSTALL FALL PROTECTION ANCHOR AS REQUIRED PER DETAIL 310. SEE ARCH'L DWGS FOR LOCATION

W12X19

SC5

401 STAIR

PLAN

305

223

202

206

205

305

222 EQ EQ EQ EQ EQ EQ EQ EQ

214 TYP

225

EQ EQ EQ EQ EQ EQ EQ EQEQ EQ EQ EQ

214214

W30X99 (50)

W12X14

W14X22

W 12

X1 4

W 12

X1 4

W 12

X1 4

W 12

X1 4

219

310 310

W12X14

W12X14 W12X14W16X26 C=1 1/2"

W18X40

W16X26 C=1/2"W12X14W12X14W12X14W12X14

W21X44

W12X14W12X14

W21X44

W12X14 W 12

X1 4

W21X55 C=1"W16X40

W 24

X7 6

C= 1

1/ 2"

(5 6)

W 27

X8 4

W14X22 C=1 1/2" W12X14

W 30

X9 0

W 12

X1 4

W18X35 C=2"

W27X84

W12X14

W12X14 W12X14 W12X14

W 12

X1 4

W12X14 W12X14 W12X14

W12X14

HS S1

2X 4X

1/ 4

W 27

X8 4

W 27

X8 4

W30X90 (57)

W 12

X1 4

PROJECT NUMBER: 14-122

PROJECT ENGINEER: SRJ

PROJECT MANAGER: SJH

PROJECT DRAFTER: SSR

THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY-NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE.

FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S101 AND TYPICAL DETAIL SHEETS.

CARUSO consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX)

TURLEY SCOTT INC

LOCATION OF DETAILS

DETAILS DESCRIPTION

S101A--- GENERAL STRUCTURAL NOTES

SHEET

01-19

101-109

201-219

S102

S301

S401

TYPICAL DETAILS

FOUNDATION DETAILS

FLOOR FRAMING DETAILS

301-319 S501 ROOF FRAMING DETAILS

401-419 S601 STAIR FRAMING DETAILS

221-237 S402 FLOOR FRAMING DETAILS

21-39 S103 TYPICAL DETAILS

110-120 S302 FOUNDATION DETAILS

S101B--- GENERAL STRUCTURAL NOTES

121-129 S303 FOUNDATION DETAILS

238-257 S403 FLOOR FRAMING DETAILS

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 27

/2 01

4 4:

49 :2

9 PM

S203

3RD FLOOR / LOW ROOF FRAMING PLAN

SRJ/SJHSSR

1400.0007/03/2014

N AU

ST U

D EN

T AN

D AC

AD EM

IC SE

R VI

C ES

BU IL

D IN

G 11

00 S

B ea

ve rS

t., Fl

ag st

af fA

Z 86

01 1

100% CD PHASE 2

1/16" = 1'-0" 3RD FLOOR / LOW ROOF FRAMING PLANNORTH

No. Description Date

1 REVIEW COMMENTS 08/06/14 2 STRUCTURAL

SUPPLEMENT 08/19/14

3 REVIEW COMMENTS 08/28/14

REVISE BEAM SIZES

FLOOR FRAMING NOTES - TYP U.N.O.:

- WHERE SHOWN ON PLAN INDICATES MOMENT FRAME CONNECTION.

SCHEDULED MARK DESIGNATIONS ARE TYPICAL TO THE PROJECT AND MAY NOT NECESSARILY BE FOUND ON THIS PLAN.

7. - AS SHOWN ON PLAN INDICATES COLLECTOR PLATES.

8. FOR STEEL STUDS AT ANY PARTICULAR FLOOR, REFER TO G.S.N. AND TYPICAL DETAILS.SLAB ON CAMBERED STEEL BEAMS

(2)(1) (3) (6) (4)

(5) (9) (7)

(8)

(11) (10)

NO SCALE14-122

PROCEDURE FOR CONSTRUCTION OF FLOOR SLABSNOTES:

COPE

1. PROVIDE UPWARD CAMBER AT MID-SPAN FOR ALL BEAMS WHERE INDICATED. BEAMS NOT CAMBERED HAVE TO HAVE MILL CAMBER PLACED IN UPWARD POSITION.

1. SET SCREEDS TO ESTABLISH UNIFORM SLAB ELEV. AROUND PERIMETER OF CORE WITH SLAB THICKNESS "t" AS SHOWN ON PLAN.

2. SLAB THICKNESS "t" MIN. "t" + 1/4" MAX. 3. TOP OF CONCRETE SLAB. 4. SCREED SPACING MID SPAN OF

BEAMS. 5. SLAB THICKNESS "t". 6. SET SCREEDS TO ESTABLISH

UNIFORM SLAB ELEV. AT MID SPAN AROUND BLDG. WITH MIN. SLAB THICKNESS OF "t" SHOWN ON PLANS.

7. SLAB THICKNESS "t" MIN. "t" + 1/2" MAX. 8. EXTERIOR GIRDER LINE. 9. SET SCREEDS TO ESTABLISH

UNIFORM SLAB ELEV. AROUND PERIMETER OF EXTERIOR GIRDERS WITH MIN. SLAB THICKNESS "t".

10. CAMBERED BEAM. 11. PERIMETER CORE GIRDER LINE

(T.O.S. ELEV. MAY BE HIGHER THAN EXTERIOR GIRDERS TO ALLOW FOR COLUMN SHORTENING).

t R

CIF C TA erPr E

SANDRA J. HERD

e Z

IR A

a D

Se i

dere s

g e

24471

)

. .S. d

r St (

NO u ru

tc la

nsefo al Eonis gine

EXPIRES 03-31-15

8 / 2 8 / 1 4

1 2 3 4 5 6 7 8 9 10

A1 A1

B1 B1

343' - 0"

40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 23' - 0"

30 '-

0" 30

'- 0"

5' -0

LOW ROOF BELOW - REFER TO SHEET S2.03 FOR FRAMING INFORMATION

W 30

X9 0

W 27

X9 4

W 30

X1 48

W 30

X9 0

W 30

X9 0

W 30

X9 9

W 30

X9 0

W 27

X8 4

C= 3/

4" W

27 X9

W 30

X9 0

W 30

X9 0

W 27

X8 4

W 27

X8 4

C= 3/

4" W

27 X9

W 30

X1 48

W 30

X9 0

W24X55

W 24

X5 5

W 24

X6 8

W 30

X9 0

W 30

X1 48

W 30

X9 0

W 27

X8 4

W 27

X8 4

W 27

X8 4

W18X35 C=1 1/4"W14X53 C=1 3/4"W16X31 C=1 1/4"W21X55 C=1"W21X55 C=1" W16X31 C=1 1/2"

W12X14

W16X31 C=1 1/2"

W16X31 C=1 3/4"

W18X35 C=1/2"

W18X35 C=2"

W12X14

W18X35 C=1 1/2"

W18X35 C=2"

W27X84

W16X31 C=1 3/4"

W27X84

W18X35 C=2"

W27X84

W18X35 C=2"

W12X14

W18X35 C=1 1/2"

W18X35 C=2"

W30X99 (53)

W14X22 C=1 1/2"

W18X35 C=1 1/2"

W18X35 C=2"

W18X60

W21X44 C=1"

W21X44 C=1 1/2"

W14X22

W16X31 C=1 3/4"

W18X35 C=1 1/2"

W18X35 C=2"

W30X99 (50)

W24X55

W12X19

W24X55

W14X22

W12X19

W 14

X2 2

W18X40

W12X19

W 30

X9 0

W 12

X1 4

HS S1

2X 4X

1/ 4

W 12

X1 4

W12X14

W16X26

W16X26 W16X26

W 12

X1 4

W16X31 C=1 1/4"

W16X31 C=1 3/4"

W16X31 C=1 1/4"

W16X31 C=1 3/4"

W16X31 C=1 1/4"

W16X31 C=1 3/4"

W16X31 C=1 1/4"

W16X31 C=1 3/4"

W16X31 C=1 1/4"

W16X31 C=1 3/4"

W16X31 C=1 1/4"

W16X31 C=1 3/4"

223

227

217 207 208

223223 222

202 203

223 222

229A

223

212

215

224225

202 203

207

223

222

223

207 208

229A

215

229A

224225

212 223

202 203

221 222

227

222

212

223

207 208

202 203

223

202

TYP

15' - 0"

W27X84

W 30

X1 48

D1 D1

W 12

X1 4

W 12

X1 4

W 12

X1 4

W18X35 C=1 1/2"W18X35 C=1 1/2" W14X22

W 24X68

W 18X40

W 18 X40

W 27

X8 4

W18X35 C=1 1/2"

W 27

X9 4

W 27

X8 4

C= 3/

W16X40 W14X22 C=1"

W 14

X2 2W12X14

W 27

X8 4

W 27

X8 4

3 1/2" CONCRETE W/ 6x6xW2.9xW2.9 W.W.F. CENTERED ON SLAB OVER 3" x 20 GA COMPOSITE STEEL DECK (6 1/2" TOTAL DEPTH) TYP

W 18X40

W 18

X4 0

W12X14 W12X14

205 202228202228202228202

8" GAP BETWEEN GARAGE AND BUILDING

W 12

X1 4

W 30

X9 0

403 STAIR

PLAN

W 12 X14

W 16X26

W 24X68

W 24

X5 5

W 12X14

W12X19

223 225 222

205

W12X14

202

EQ EQ EQ EQEQ EQ EQ EQEQ EQ EQ EQ

214214

(4) #5 AT 3" O.C. CENTERED IN SLAB - AT ALL PERIMETERS AND OPENINGS (EXTEND 15'-0" BEYOND OPENINGS) - TYP.

EQ EQ EQ EQ EQ EQ EQ EQ

214

219

W14X22

W 12

X1 4

W 12

X1 4

W 12

X1 4

W 12

X1 4

TYP

15' - 0"

W12X193

PROJECT NUMBER: 14-122

PROJECT ENGINEER: SRJ

PROJECT MANAGER: SJH

PROJECT DRAFTER: SSR

THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY-NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE.

FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S101 AND TYPICAL DETAIL SHEETS.

CARUSO consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX)

TURLEY SCOTT INC

LOCATION OF DETAILS

DETAILS DESCRIPTION

S101A--- GENERAL STRUCTURAL NOTES

SHEET

01-19

101-109

201-219

S102

S301

S401

TYPICAL DETAILS

FOUNDATION DETAILS

FLOOR FRAMING DETAILS

301-319 S501 ROOF FRAMING DETAILS

401-419 S601 STAIR FRAMING DETAILS

221-237 S402 FLOOR FRAMING DETAILS

21-39 S103 TYPICAL DETAILS

110-120 S302 FOUNDATION DETAILS

S101B--- GENERAL STRUCTURAL NOTES

121-129 S303 FOUNDATION DETAILS

238-257 S403 FLOOR FRAMING DETAILS

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 28

/2 01

4 9:

20 :5

2 A

S204

4TH FLOOR FRAMING PLAN

SRJ/SJHSSR

1400.0007/03/2014

N AU

ST U

D EN

T AN

D AC

AD EM

IC SE

R VI

C ES

BU IL

D IN

G 11

00 S

B ea

ve rS

t., Fl

ag st

af fA

Z 86

01 1

100% CD PHASE 2

1/16" = 1'-0" 4TH FLOOR FRAMING PLANNORTH

No. Description Date

1 REVIEW COMMENTS 08/06/14 2 STRUCTURAL

SUPPLEMENT 08/19/14

3 REVIEW COMMENTS 08/28/14

REVISE BEAM SIZES

ROOF FRAMING NOTES - TYP U.N.O.:

4. VERIFY EXACT SIZE, WEIGHT AND LOCATION OF EQUIPMENT AND SUPPORTS INDICATED ON PLAN WITH ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, SPRINKLER AND THEIR RELATED DRAWINGS. EQUIPMENT INDICATED ARE ONLY THOSE THAT EXCEED LOADS SPECIFIED IN THE G.S.N. FOR SUPPORT OF EQUIPMENT, SEE TYPICAL DETAILS AND OTHER TRADES.

SCHEDULED MARK DESIGNATIONS ARE TYPICAL TO THE PROJECT AND MAY NOT NECESSARILY BE FOUND ON THIS PLAN.

5. - AS SHOWN ON PLAN INDICATES MOMENT FRAME CONNECTION.

6. - AS SHOWN ON PLAN INDICATES COLLECTION PLATES.

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9 / 1 1 / 1 4

1 2 3 4 5 6 7 8 9 10

A1 A1

B1 B1

343' - 0"

40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 23' - 0"

30 '-

0" 30

'- 0"

5' -0

1 1/2" x 18 GA STEEL DECK (ATTACH PER G.S.N.)

309 302 308

307

304

302

305

307

302

308

305A

306A

302

308 307

306A 305

W18X40

W18X35

W18X35 W 16X26

W14X22

W 16X26

W18X35

W 18X40

W18X35 C=1/2"

W18X35 C=1 1/4"

W18X35 C=1/2"

W18X35 C=1 1/4"

W18X35 C=1/2"

W18X35 C=1 1/4"

W18X35 C=1/2"

W18X35 C=1 1/4"

W18X35 C=1/2"

W18X35 C=1 1/4"

W18X35 C=1/2"

W18X35 C=1 1/4"

W27X84 W27X84 W18X35 C=1 1/4" W18X35 C=1 1/4"

W24X62 C=3/4"

W24X68 C=3/4"

W27X84 C=1/2" W21X44 C=1 1/4"

W21X44 C=1 1/2"

W21X44 C=1 1/4" W21X44 C=1 1/4"

W21X44 C=1 1/2"

W21X44 C=1 1/4"

W27X84W27X84 C=1/2"W18X35 C=1/2"

W18X35 C=1/2"

W18X35 C=1 1/4"

W18X35 C=1/2"

W18X35 C=1 1/4"

W10X12

W12X14

W24X55 W18X40 C=1/2"

W18X40 C=1/2"

W14X22 W12X14 W 12

X1 4

HS S4

X2 X1

W 14

X2 2

W21X44 C=1"W24X55 C=1 1/4" W18X35 C=1"

W18X35 C=1 1/2"

W18X35 C=1"

W18X35 C=1 1/2"

W18X35 C=1"

W18X35 C=1 1/2"

W18X40 C=1 1/2" W18X40 C=1 1/2"

W21X44 C=1 1/4"

W21X44 C=1 1/4" W21X44 C=1 1/4"

W21X44 C=1 1/4"

HATCHED AREA INDICATES 4 1/2" N.W.C. TOPPING W/ #5 AT 12" O.C. E.W. TOP AND BOTTOM OVER 3" x 18 GA STEEL DECK (7 1/2" TOTAL DEPTH)

1 1/2" x 18 GA STEEL DECK (ATTACH PER G.S.N.) 307

307

302

305

302

305

304

307

302

311

W21X44 C=1 1/4"

W27X84 C=1/2"

305

D1 D1

W 27

X8 4

W 27

X8 4

W 27

X1 78

W 27

X8 4

W 27

X1 29

W 27

X1 14

W 27

X8 4

W 27

X1 78

W 27

X1 14

W 27

X8 4

W 27

X8 4

W 27

X8 4

W 27

X8 4

W 27

X8 4

W 27

X8 4

W 27

X8 4

W 16

X2 6

W 16

X2 6

W 16

X2 6

W 27

X8 4

W21X44 C=1"

W 14

X2 2

W 12

X1 4

W 14

X2 2W12X16 W12X14

W 16

X2 6

W 16

X2 6

W 16

X2 6

W 27

X8 4

W27X129 C=3/4"

W 12

X1 4

W 12

X1 4

W 14

X2 2

W27X84

W12X14

W27X129 C=3/4"

W 27

X1 29

W 27

X1 14

W 27

X1 78

W 16

X2 6

W 27

X1 78

W30X108

W14X22

W14X22W 27

X8 4

W14X22 W18X40 C=1 1/2"

302

W 16

X2 6

W 12

X1 4

W 27

X8 4

W 27

X8 4

W 27

X1 14

W 27

X1 14

302

W 27

X1 29

W 27

X1 29 302

302

302 302

302

8" GAP BETWEEN GARAGE AND BUILDING

W 27

X8 4

W 14

X2 2

W 14

X2 2

W 27

X8 4

W 14

X2 2

W14X22 W14X22 W14X22

1 1/2" x 18 GA STEEL DECK (ATTACH PER G.S.N.)

AHU 27,600#

EXISTING GARAGE

NOTE: AT ROOF AREA INSTALL FALL PROTECTION ANCHOR AS REQUIRED PER DETAIL 310. SEE ARCH'L DWGS FOR LOCATION

ROOF BEAMS UPSIZED FOR FUTURE CONCRETE AND MECHANICAL LOADS

HATCHED AREA INDICATES 4 1/2" N.W.C. TOPPING W/ #5 AT 12" O.C. E.W. TOP AND BOTTOM OVER 3" x 18 GA STEEL DECK (7 1/2" TOTAL DEPTH)

W12X14

W21X48

HATCHED AREA INDICATES FUTURE 4 1/2" CONCRETE TOPPING OVER 3" x 18 GA STEEL DECK (7 1/2" TOTAL DEPTH)

W12X14

W21X44 C=1/2"

W21X48

W30X90

W 14X22

5x5x3/8 STEEL ANGLE CROSS BRACING AS SHOWN

308

311

305

306A

3115x5x3/8 STEEL ANGLE CROSS BRACING AS

SHOWN

SC3A

SC3A SC3A

SC3A

W 27

X8 4

SC3A

309

SC3A 309

W27X114

NOTES: 1. UNLESS NOTED OTHERWISE ON PLANS ALL BEAMS WITH CONCRETE OVER STEEL DECK SHALL HAVE (1) 3/4" DIA H.S. AT 12" O.C. - TYPICAL. 2. ALL GIRDERS SHALL HAVE (2) ROWS OF 3/4" DIA H.S. AT 12" O.C. - TYPICAL. 3. WHEN FUTURE PENTHOUSE SLAB IS BUILT, REMOVE EXISTING DECK, INSTALL NEW 3" x 18 GA DECK AND WELD HEADED STUDS TO BEAMS PER NOTES 1 AND 2 PRIOR TO POURING CONCRETE TOPPING.

309

W12X14 W12X14

W18X35

315

315 310 310

W 12

X1 4

W12X14 W12X14

W 12

X1 4

314

W10X12

W 12

X1 4

308

313

314

308 W10X12

W10X12

W10X12 315 305205

305

W14X22

65 '-

W12X14 W12X14

310

309309

W12X14 W12X14

W 16X26 W

16X26 W

16X26

3 4 5 6 7 8 9

W14X22

W 27

X8 4

W18X35 C=3/4"

W18X35 C=1 1/2"

W18X35 C=3/4"

W18X35 C=3/4" W16X26 C=1/2"

W16X26 C=1/2"

W16X26 C=1/2"W18X35 C=3/4"

W14X22 W18X35 C=1 1/2" W18X35 C=1 1/2" W16X26 C=1/2"

W18X35 C=1 1/2"

W 27

X8 4

W 27

X8 4

W 27

X8 4

W 27

X8 4

W 27

X8 4

W 27

X8 4

W 27

X8 4

W 27

X8 4

W 27

X8 4

305

304A

307

307311

307

306

311

302

305

307

304A

1 1/2" x 18 GA STEEL DECK - ATTACHMENT PER G.S.N.

302 302

SLOPED COLUMNS ON WEST WALL OF PENTHOUSE, TYPICAL 5 LOCATIONS

307

312 311

311

305 304A

312

4x4x1/4 STEEL ANGLE BRACE AT 10'-0" O.C. - TYP WHERE SHOWN

FUTURE PENTHOUSE ROOF FRAMING

35 '-

40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0"

304A

302

304A

240' - 0"

PROJECT NUMBER: 14-122

PROJECT ENGINEER: SRJ

PROJECT MANAGER: SJH

PROJECT DRAFTER: SSR

THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY-NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE.

FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S101 AND TYPICAL DETAIL SHEETS.

CARUSO consulting structural engineers 1215 West Rio Salado Parkway, Suite 200

Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com

TURLEY SCOTT INC

LOCATION OF DETAILS

DETAILS DESCRIPTION

S101A--- GENERAL STRUCTURAL NOTES

SHEET

01-19

101-109

201-219

S102

S301

S401

TYPICAL DETAILS

FOUNDATION DETAILS

FLOOR FRAMING DETAILS

301-319 S501 ROOF FRAMING DETAILS

401-419 S601 STAIR FRAMING DETAILS

221-237 S402 FLOOR FRAMING DETAILS

21-39 S103 TYPICAL DETAILS

110-120 S302 FOUNDATION DETAILS

S101B--- GENERAL STRUCTURAL NOTES

121-129 S303 FOUNDATION DETAILS

238-257 S403 FLOOR FRAMING DETAILS

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 11

/2 01

4 12

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S205

ROOF FRAMING PLANS

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1/16" = 1'-0" ROOF FRAMING PLAN

1/16" = 1'-0" PENTHOUSE ROOF FRAMING PLAN

NORTH

NOTE: FOR ANCHOR BOLT PATTERN, SEE TYPICAL DETAIL 09.

STEEL COLUMN (SC) SCHEDULE

MARK SIZE BASE PLATE/CONNECTION REMARKS SC1 W14X61 1 3/4"x20"x20" STEEL BASE PLATE

W/4 - 3/4" DIA ANCHOR BOLTS PATTERN

AA SC2 W14X145 2"x20"x20" STEEL BASE PLATE W/4 -

1" DIA ANCHOR BOLTS PATTERN

AA SC3 W14X90 2"x20x20" STEEL BASE PLATE W/4 -

1" DIA ANCHOR BOLTS PATTERN

AA SC3A W14X90 SEE DETAIL 309 FOR BASEPLATE --- SC4 W14X145 2"x25"x25" STEEL BASE PLATE W/10

- 1 1/2" DIA A354BD THREADED RODS

REFER TO DETAIL 109

SC5 HSS6x6x1/2 REFER TO DETAILS 111/112 REFER TO DETAILS 111/112

SC6 W14X311 2 3/4"x28x28" STEEL BASE PLATE W/10 - 1 1/2" DIA A354BD THREADED RODS

REFER TO DETAIL 109

No. Description Date

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FOUNDATION DETAILS #101-109

S301

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FOUNDATION DETAILS #110-120

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GB1 GB2

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FOUNDATION DETAILS #121-139

S303

4 ASI#1 09/15/14

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FLOOR FRAMING DETAILS #201-219

S401

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FLOOR FRAMING DETAILS #221-237

S402

PERPENDICULAR TO BEAM

PARALLEL TO BEAM

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FLOOR FRAMING DETAILS #238-256

S403

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ROOF FRAMING DETAILS #301-319

S501

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STAIR FRAMING DETAILS #401-419

S601

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EXISTING PARKING

STRUCTURE

RENNOVATIONS

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-3'-0" LEVEL 1

12'-0" T.O. LEVEL 2

23'-0" T.O. LEVEL 3

34'-0" T.O. LEVEL 4

45'-0" T.O. LEVEL 5

56'-5" T.O. LEVEL 6

60'-6" T.O. PARAPET

0'-0" LEVEL 1

73'-5" T.O. PLATE

66'-5" T.O. PLATE

EXISTING ELEVATION

SCALE: 3/32" = 1'-0"

EXISTING FLOOR PLAN

SCALE: 3/32" = 1'-0"

INTERIOR PANEL ELEVATION

SCALE: NO SCALE

184_S101A_Delta1

S101A
S101B
S102
S103
S201
S202
S203
S204
S205
S301
S302
S303
S401
S402
S403
S501
S601

185_S101B_Delta1

S101A
S101B
S102
S103
S201
S202
S203
S204
S205
S301
S302
S303
S401
S402
S403
S501
S601

186_S102_Delta1

S101A
S101B
S102
S103
S201
S202
S203
S204
S205
S301
S302
S303
S401
S402
S403
S501
S601

187_S103_Delta1

S101A
S101B
S102
S103
S201
S202
S203
S204
S205
S301
S302
S303
S401
S402
S403
S501
S601

188_S201_Delta4ASI1
189_S202_Delta3
190_S203_Delta3
191_S204_Delta3
192_S205_Delta4ASI1
193_S301_Delta1

S101A
S101B
S102
S103
S201
S202
S203
S204
S205
S301
S302
S303
S401
S402
S403
S501
S601

194_S302_Delta1

S101A
S101B
S102
S103
S201
S202
S203
S204
S205
S301
S302
S303
S401
S402
S403
S501
S601

195_S303_Delta4ASI1
196_S401_Delta1

S101A
S101B
S102
S103
S201
S202
S203
S204
S205
S301
S302
S303
S401
S402
S403
S501
S601

197_S402_Delta1

S101A
S101B
S102
S103
S201
S202
S203
S204
S205
S301
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S401
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198_S403_Delta1

S403

199_S501_Delta1

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Untitled

200_S601_Delta1

S601

201_S701_Delta1