S.1

S.2

21' - 8 7/16"

36' - 0 3/8" 6"

155' - 6 3/8"

5' - 11" 6"

14' - 0"

3' - 4"

3' - 4"

114' - 2 3/8"

A

A S1.2

S1.2

EXISTING GRADE BEAM

1

A SIM.

P1 W10X12

P P1

S1.2 W10X12

P

P

S1.2

S1.2

(TYP.) NOTE: REMOVE AND REPLACE EXISTING SLAB AS REQUIRED TO INSTALL NEW FOOTINGS

FD C14

M

REMOVE / REPLACE SLAB WHERE RECESS FOR FLOOR FINISH REQUIRED

P2

P1

FJ

P1 FJ

C15

P2

W10X17

P3

W10X12

NEW CONC. SLAB OVER COMPACTED FILL OVER EXISTING SLAB- SEE 3/A6.7 S1.2

A S1.3

K

9' - 10 7/8"

S1.3

(SIM.) 1' - 10 1/8"

4 9/16"

5

G

P4 P4

P4

B

C

D

E

F

G

* PROFESSIONAL

N

EN

TE

GIN E E R

S R S A US

Not Valid Unless Signed

ISSUED FOR: 3

11

CONSTRUCTION ADDENDUM #1 04-11-2016

2 1

CONSTRUCTION ADDENDUM #2 04-22-2016

PHASE 1

A

MJA - WHSIV - GJH

S1.3

DRAWN BY NORTH

PHASE 2 A

ED

RE

No. 19126

(SIM.)

(EXISTING BUILDING)

RG E OG I S TER I A

*

2

C22

6' - 7 3/4"

SWAINSBORO, ALBANY, ROME, SAVANNAH AND ATHENS

10' - 6"

P4

A

S1.3

W10X19

17' - 1 5/8"

6

W10X17

W10X12

C18

7

4

P4

A

SAVANNAH, GEORGIA

133' - 3"

(SIM.)

P4

(SIM.)

14' - 2 5/16"

2' - 0"

S1.3

W10X17

W10X12

JAMES W. BUCKLEY & ASSOCIATES INC. -- ARCHITECTS

GEORGIA

H

C3

A

C21

C17

6' - 3 3/16"

P3

W10X17

W10X17

W10X12

W10X12

21' - 3 1/2"

8

S1.2

P3

TOP OF FOOTINGS INSIDE EXISTING BLDG AT EL. 14.45 U.N.

C16

P3

P3 P3

P2

S1.2

W10X17

W10X12

C10

C11

P3

L

W12X26

DROP SLAB BELOW COOLER/FREEZER 4"- SEE ARCH.

P1 P4

C20

P3

9

HU W.

P4 P2

S1.3

W10X17 7

3' - 4"

2 P1

P3

NEW COMPOSITE DECK SYSTEM OVER BASEMENT W10X17

W10X12

S1.2

REMOVE AND REPLACE EXISTING SLAB W/ NEW 4" THICK SLAB REINFORCED W/ 6x6x8/8 WWF

W12X26

FJ

C8

C23

F

3' - 11 7/8"

C13

P3

2

7"

WFJ

P3

S1.2

P2

W10X17

W10X12

W12X26

FJ

C24

FJ

FJ

FJ

UP

10

P2

H

(13.12)

P4

W10X17

S.5 10.1

P1 P3

(13.12)

FD

P2 P3

C25

FJ P3 P1

W10X12

14' - 3 7/16"

P1

FJ

P3 P3 P1

FJ

P2

C11

C12

P3 P2

P1

7' - 1 9/16"

P2P4

P2 P1 P4 P3

P1 W10X17

P2

FJ

P3

FJ

C9

S.4

FJ

P1

P1

P4

FJ

P3

FJ

G.8

W12X26

P1 FJ

EXISTING CMU WALL

C19

C4

P3

P1

(EXISTING BUILDING)

13' - 11 3/8"

S1.3

W10X12

P1

CL

2 A

EXISTING GRADE BEAM

C7

P3 P2

S1.2

12' - 7 1/4"

EAST VICTORY LANE

CL

R

P2

A

14' - 4 5/16"

S1.2

S1.2

P3

(13.12)

B

18' - 2"

(13.12)

B

FJ

(11.79)

FJ

FOUNDATION PLAN

FJ (11.79)

54' - 10 1/8"

FJ

FJ

FJ

FJ

FJ

P3

P3

P2 P3

P2

P3

P4

III

P2

26' - 1 7/8"

P2

10.3

8' - 9 1/16"

P2

P2

5' - 2 7/16"

P2

FJ

P3 R

9' - 3 13/16"

P2

P4 P3

P2

9' - 9 11/16"

P2

P2

8' - 4"

R

P2

3' - 3 11/16"

P2

P3

FJ

FJ

3' - 11 3/16"

P2

P3

P3

P3 P2

P2

FJ

Y,

FJ

FJ

FJ R

S1.2

2' - 10"

P2

10.4

2' - 10"

P2

C3

P3 P2 P1

C5 C2

P3

BLESSED SACRAMENT SCHOOL- PHASE I

FJ FJ

(13.12)

8' - 4"

P2

P2

FJ

P3

WARNING: Contractors, subcontractors, vendors and suppliers are advised that the contract documents consist of Architect-reproduced printed, bound and numbered specifications, Architectreproduced printed, bound and numbered blue- or black-line prints, addenda, post-bid addenda, and change orders only. Documents reproduced by parties other than the Architect, whether in hard copy or in electronic format, shall not be considered part of the contract documents and do not supersede the provisions of the contract documents. The contractor, subcontractors, vendors and suppliers are solely responsible for verification that information utilized in bidding, development of shop drawings, and construction of the facility are identical to the contract documents.

P2

3' - 5 1/2"

P2

G.9 P2 P3 P3

S1.2 P2

6"

FJ FJ

P1

C

P3 P2

FJ

WFJ

WFJ FJ

P2

J

P2 P4

FJ

FJ

FJ

FJ

FJ

FJ

S1.2

P1

FJ

FJ

FJ

R R

FJ

FJ

3' - 9"

DN

s

P2

P3

FJ

7' - 3 5/8"

P4

FJ

P2

R

FJ

S1.2

FJ

SUMP PITSEE PLUMB'G DRAWINGS AND DETAIL ON S1.2

P3

R

P2 P3

S1.2

FJ

A

FJ

FJ

P3 P2 FJ

FJ P2

P1

P2 P3

P3

C

A

FJ

R

FJ

FJ

P3

FJ

FJ P1 P1

FJ WFJ

FJ

FJ

FJ

FJ

P3

FJ FJ

FJ

FJ

P2

FJ

FJ

P1 P3

P3

FJ

FJ

P2

ELEVATOR

FJ

FJ

FJ

P1 P1 FJ

FJ WFJ

S1.2

P1

1' - 2"

WFJ

P3

P2

P3

(11.12)

FJ

P2

FJ

P3

D

(-4'-0")

FJ

FJ

FJ

FJ

FJ FJ

FJ

WFJ

P3

P1 FJ

P4

(13.12)

R

(13. 12)

FJ

P2

P3

P3

P2

P3

P4

S1.2

FJ

S1.2

FJ

FJ

FD

P3

C FJ

FJ

FJ

S1.2

P2

S1.2

P3

FJ

P3

4" THICK CONCRETE SLAB ON GRADE REINF. WITH 6x6x8/8 WWF

FJ

FJ

C

WFJ

C

FJ

69' - 1 1/2"

A

FJ

WFJ

P2

P1

WFJ

BEAM OVER

P1

FJ 19.657 ° CMU

WFJ P1

FD

FJ

FJ

P2

1

FJ

FJ FJ

FJ

FJ

FJ

FJ

P3

P1

FJ

FJ

FJ

R

FJ

FJ

FJ

FD

P2

P1 FJ

P3

7' - 3 13/16"

FJ

P3

R

76' - 0 1/8"

FJ

FJ

FJ

FINISHED FLOOR ELEVATION = 15.12 (MATCH EXISTING)

P3

FJ

P3 P3 P2

FJ

FJ

P2 P3

P3

FJ

FJ

P1

P1 FJ

P3 R

A S1.2

P4

S1.2

5' - 0"

R

P3 P1 P1 P3

P3

FJ

FJ

P4

FJ

FJ

FJ

FJ

FJ

FJ

P1 P3

C

P3 P2

FJ

P2

P3

WFJ

P1 P4

P4

FJ

FJ FJ

FJ

FJ

FJ

P1

56' - 10 1/2"

P1

FJ

P4

C1

TOP OF PIER AT 8" BELOW MAIN BLDG. F.F.

FJ

FJ

S1.2

FJ

FJ

E

TOP OF PIER AT 8" BELOW MAIN BLDG. F.F.

P4

FJ

P3 P3

P3

FJ P1

FJ

FJ

P3

P1

P4

FJ

UNLESS NOTED , TOP OF INTERIOR WALL FOOTINGS AT ELEV. 13.12

FJ

P4

DN

P2

C1

13' - 9 3/4"

(13. 12)

S1.2

FJ

FJ

FJ

FJ

FJ

WFJ 7 5/8" FJ

S1.2

P2

P2

B

EDGE OF STAGE

FJ P4

P4 C

FJ

P1

FJ

P1

P4

DN

P3

P3

WFJ

P3

P2

FJ

P3

P2

P2

P3 P3

P2

P2

FJ

FJ

P2

FJ

FJ

P1

P2

FJ

FJ

DN

P3

P2

R

FJ

P3 FJ

(13.12)

FJ

FJ

19' - 8 1/2"

P1

P3

R

P2 P3 R

R

FJ

P2

FJ

G S1.2

FJ

RAMP SLOPE DN.

P2

P4

P3

P4

R

S1.2

P2

RAMP SLOPE DN.

19' - 8 1/2"

P2

FJ

P2

LA ND 'G

P2

FJ

P2

FJ

P2

FJ

P2

P2

FJ

P2

FJ

P3

S1.2 WFJ

P3

P2

R

A

P2

P3 (13.12)

P3 G

FJ

S1.2 P3

14' - 0"

(13.12) P4

P2

P2

A

FJ

R

P3 P3

F

3' - 10 3/8"

(13.12) P3

P3

NOTE: RECESS STAGE SLAB AS REQ'D. TO RECEIVE WOOD FLOOR'GCOORD. EXACT RECESS REQ'D. W/ WOOD FLOOR MFR.

6"

6"

S1.2

3' - 8 13/16" 3' - 7 3/16"

3'. - 4"

(13.12)

6' - 5 1/2"

G.9

EXISTING

KEY PLAN

WHSIII CHECKED BY

WHS III APPROVED BY

03/24/2016 PROJECT DATE

10114 PROJECT NUMBER

SHEET NUMBER:

FOUNDATION PLAN SCALE: 1/8"=1'-0"

SAUSSY ENGINEERING 400 Johnny Mercer Boulevard Suite E P.O. Box 30597 Savannah, Georgia 31410 Phone: (912) 898-8255 Fax: (912) 898-1882 PROJECT NO. 15003

S1.1 Copyright (c) 2008 All Rights Reserved.

1" E.J. 2" CONCRETE TOPPING SLAB

STEEL CAP PLATE

10"

61/4"

2nd FLOOR

REMOVE EXISTING BRICK AND CMU AS REQ'D TO INSTALL STEEL COLUMN 2ND FLOOR

3 _" 8

W12x14 8" PCHC SLAB

COLUMN AND FOUNDATION SCHEDULE COLUMN

HSS4x4x3/8SEE SCHEDULE

4" BRICKSEE ARCH 8" CMU REINF W/ #5@32"O.C.

MARK

LOAD (KIPS)

SIZE

BASE PLATE

C1

40

W10x33

C2

50

REMOVE 8" CONC WALL AS REQ'D TO INSTALL COLUMN AND BASE PLATE ASSEMBLY

B S1.3

POUR STOP 1 1/2" (TYP.)

61/4"

1ST FLOOR

6"

W8

4"

4"

(EXISTING BSMT)

W8

4-3/4" DIAMETER ANCHOR RODS (U.N.)

SEE SCHEDULE FOR COLUMN SIZE

6"

W10 / W12 / W14

W10 / W12 / W14

TUBES

"B"

WIDE FLANGES LAP 2'-6"

SOLID GROUTED CMU REINF W/ 2#5@24" O.C. NEW FOOTING

SECTION

TYPICAL COLUMN BASE PLATE DETAILS

EXISTING CONC BASEMENT WALL

20x20

8#6

8

6'-0"x6'-0"

14"

7#6

W18x50

10x1 1_4x20

16x24

10#6

6

7'-0"x7'-0"

18"

10#6

16x24

10#6

6

7'-0"x7'-0"

18"

10#6

C4

50

W10x33

12x3/4x12

-

-

-

5'-0"x5'-0"

12"

7#5

C5

35

W12x40

10x 3_4x14

18x18

8#6

8

5'-6"x5'-6"

14"

7#6

C6

110

HSS6x6x3/8

12x1x12

-

-

-

9'-0"x9'-0"

12"

8#6

C7

10

HSS4x4x1/4

10x 5_8x10

-

-

-

4'-6"x4'-6"

12"

6#4

C8

16

HSS5x5x1/4

11x 5_8x11

-

-

-

5'-6"x5'-6"

14"

7#6

C9

20

HSS6x6x1/4

12x 5_8x12

-

-

-

6'-0"x6'-0"

14"

7#6

C10

15

HSS6x6x1/4

12x 5_8x12

-

-

-

5'-6"x5'-6"

14"

7#6

C11

11

HSS4x4x1/4

10x 5_8x10

-

-

-

4'-6"x4'-6"

12"

6#4

C12

21

HSS5x5x1/4

11x 5_8x11

-

-

-

5'-0"x5'-0"

12"

7#5

C13

45

HSS6x6x3/8

12x 3_4x12

-

-

-

7'-6"x7'-6"

18"

7#6

C14

22

HSS5x5x1/4

11x 5_8x11

-

-

-

5'-0"x5'-0"

12"

7#5

C15

20

HSS5x5x1/4

11x 5_8x11

-

-

-

5'-0"x5'-0"

12"

7#5

C16

13

HSS4x4x1/4

10x 5_8x10

-

-

-

4'-6"x4'-6"

12"

6#4

C17

61

HSS6x6x1/2

14x1x14

-

-

-

8'-6"x8'-6"

18"

8#6

2

C18

10

W10x33

12x3/4x12

16x16

8#6

8"

4'-6"x4'-6"

12"

6#5

2

C19

10

W10x33

12x3/4x12

16x16

8#6

8"

4'-6"x4'-6"

12"

6#5

C20

10

HSS4x4x1/4

10x 5_8x10

-

-

-

4'-6"x4'-6"

12"

6#4

C21

41

HSS6x6x3/8

12x 3_4x12

-

-

-

7'-0"x7'-0"

18"

10#6

C22

10

HSS4x4x1/4

10x 5_8x10

-

-

-

4'-6"x4'-6"

12"

6#4

C23

72

HSS6x6x1/2

14x1x14

-

-

-

9'-6"x9'-6"

18"

7#7

C24

79

HSS6x6x5/8

16x1 1_4x16

-

-

-

9'-6"x9'-6"

18"

7#7

C25

14

HSS4x4x1/4

10x 5_8x10

-

-

-

4'-6"x4'-6"

12"

6#4

LEVELING NUTS

(UNLESS DETAILED OTHERWISE) ALIGN BOTTOM OF NEW FOOTING W/ BSMT FIN. FLOOR ELEV

1'-0"

10x 3_4x12

DEPTH REINF. E.W.

W18x50

BASE PLATE-SEE SCHEDULE 2"± NON-SHRINK GROUT

SIZE

50

4-3/4" DIAMETER ANCHOR RODS (U.N.)

"B"

VERT. SPACG. #3 SIZE REINF. TIES

C3 2

3 1/2" PROJECTION

PROVIDE CONT TEMPORARY SHORING TO FACE OF EXISTING WALL PRIOR TO DEMOLITION OF STAGE FLOOR OVER. L6x4x 3_8(LLO) W/ 6- 3_4"DIA. EXP BOLTS SHORING TO REMAIN UNTIL ALL NEW FRAMING INSTALLED

"D"

4" 3" 2" 4"

1'-0"

W12x26

2'-6"

(MIN.)

SEE SCHEDULE FOR COLUMN SIZE

FOOTING

10x1 1_4x20

"D"

8" LAP 2'-6"

REMOVE AND REPLACE EXISTING PAVING AS REQ'D TO INSTALL FOOTING- SEE CIVIL

1 1/2" (TYP.)

PIER

NOTES:

SWAINSBORO, ALBANY, ROME, SAVANNAH AND ATHENS

4"

11 5/8"

GEORGIA

81_4"x10"x 1_2" KNIFE PLATE EXISTING STAGE FLOOR

JAMES W. BUCKLEY & ASSOCIATES INC. -- ARCHITECTS

W14

SAVANNAH, GEORGIA

3-3/4"DIA. H.S. BOLTS

BLESSED SACRAMENT SCHOOL- PHASE I

#4x12"x12" EACH GROUTED KEYWAY (4'-0" +/- O.C.)

NOTES: 1. "N/A" = NOT APPLICABLE

BSMT FLOOR

3#4 CONT OVER #3@18"O.C.

2'-4"

SEE SCHEDULE FOR COLUMN SIZE

SQUARE PIERS EMBED. SEE DETAIL

FND. LEVEL "C" TIES

"C" TIES

DOWELS TO BE SAME SIZE NUMBER AND POSITION AS SCHEDULED REINF. OVER.

6" TO 10" CMU 4 BARS

SEE SCHEDULE FOR SIZE AND SPACING OF TIES. 6 BARS

10 BARS

RECTANGULAR PIERS

12"

8"-10"

12"

8"-10"

12"

12'-0"

1#5 @ 48"

2#5 @ 48"

1#5 @ 48"

2#5 @ - 48"

1#5 @ 48"

2#5 @ 48"

1#5 @ 48"

2#5 @ 48"

16'-0"

1#5 @ 32"

2#5 @ 48"

1#5 @ 48"

2#5 @ 48"

1#5 @ 32"

2#5 @ 48"

1#5 @ 48"

2#5 @ 48"

20'-0"

1#5 @ 24"

2#5 @ 32"

1#5 @ 32"

2#5 @ 48"

2#5 @ 32"

1#5 @ 32"

2#5 @ 32"

SEE PLAN THICKNESS

SEE PLAN

FOOTING WITHOUT PIER

FOOTING WITH PIER

24'-0"

2#5 @ 24"

2#5 @ 48"

2#5 @ 24"

2#5 @ 24"

30'-0"

2#6 @ 16"

2#5 @ 32"

2#6 @ 16"

2#5 @ 32"

TUBE SHAPED COLUMNS SEE SCHEDULE FOR COLUMN SIZE BASE PLATE-SEE SCHEDULE- OVER 2"± NON-SHRINK GROUT

4-3/4"Øx16" HEADED ANCHOR RODS W/ LEVELING NUTS

NOTES: NOTE (1) INTERMEDIATE BOND BEAMS MAY BE ADJUSTED IN ELEV. WITHIN 8' MAX. INCREMENTS TO INCORPORATE INTO LINTELS OR BEARING LEVELS FOR JOISTS OR BEAMS. SEE STANDARD DETAILS. USE CHANNEL BLOCK BETWEEN VERTICAL BARS OR PLUS CELLS BELOW WHERE NOT REQ'D FOR GROUTING. NOTE (2) WHEN FILLING CELLS MAX. LIFT PER POUR IS 8'-0" ALL REINF. MUST BE TIED IN PLACE PRIOR TO GROUTING. SEE GENERAL NOTES. NOTE (3) SEE STANDARD DETAIL FOR REINF. CONC. MASONRY PIERS FOR ADDITIONAL BARS REQ'D AT JAMBS, CORNERS, ETC. NOTE (4) HEIGHT "H" IS THE MAX. DISTANCE BETWEEN LATERAL SUPPORTS PROVIDED BY FLOORS, ROOFS, FOOTINGS, OR OTHER HORIZONTAL PLANES. WHERE WALL IS LATERALLY SUPPORTED AT INTERMEDIATE FLOOR OF ROOF LEVELS, THE REINFORCING SHALL BE THAT SCHEDULED FOR THE MAX. DISTANCE BETWEEN SUPPORTS. WHERE WALL CONTINUES ABOVE ROOF LEVEL (PARAPET). CONT. SCHEDULE REINFORCING FULL HEIGHT, U.N. NOTE (5) INTERIOR WALLS ARE THOSE IN WHICH NO PORTION BELOW HIGHEST ADJACENT ROOF IS EXPOSED TO WIND FORCES (EXTERIOR EXPOSURE). IF ANY PORTION OF A WALL SYSTEM IS EXPOSED TO THE EXTERIOR, IT SHALL BE CLASSIFIED "EXTERIOR" EXPOSURE FOR IT'S FULL HEIGHT AND REINF. ACCORDINGLY. NOTE (6) ALL REINFORCED MASONRY WALLS SUPPORTING ROOFS SHALL BE CLASSIFIED AS "LOAD BEARING". WHERE A REINF. MASONRY WALL IS NOT SUPPORTING A ROOF, IT SHALL BE LATERALLY BRACED AS SPECIFIED.

ENCASE WITH CONCRETE AFTER COLUMN SET

SEE SCHEDULE FOR COLUMN SIZE

3#3 TIES

CONCRETE PIERSEE SCHEDULE

#3 TIES (1 1/2" CL.) VERTICAL BARS- SEE PIER SCHEDULE

ADD 2#3 HOOPS IN FOOTING

BASE PLATE-SEE SCHEDULE OVER 1/4" LEVELING PLATE ON 3/4"± NON-SHRINK GROUT

4-3/4"Øx12" HEADED ANCHOR RODS-W/ LEVELING NUTSTYPICAL U.N.

* PROFESSIONAL

N

EN

TE

GIN E E R

S R S A US

Not Valid Unless Signed

ISSUED FOR: CONCRETE ENCASEMENT

3" MIN.

2

CONSTRUCTION ADDENDUM #1 04-11-2016 CONSTRUCTION ADDENDUM #2 04-22-2016

3" CL.

3" CL. SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING

ED

RE

No. 19126

1

COMPACTED SUBGRADESEE SPECS.

RG E OG I S TER I A

*

1/4" P.E.J.

COMPACTED SUBGRADESEE SPECS.

SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING

12" CMU FOOTING WITHOUT PIER

FOOTING WITH PIER

MJA - WHSIV - GJH DRAWN BY

WHSIII CHECKED BY

STANDARD SCHEDULE FOR REINFORCED CONCRETE MASONRY WALLS (V= 120 MPH)

WIDE FLANGE COLUMNS

WHSIII APPROVED BY

TYPICAL COLUMN FOOTING DETAILS

03/24/2016

CONCRETE PIER DETAILS NOTES: 1. SEE SCHEDULE & SECTIONS FOR PIER SIZE & REINFORCING. 2. TERMINATE VERTICAL BARS IN FOOTING WITH 90° HOOK (12) BAR DIAMETERS (MIN). 3. ALTERNATE LOCATION OF 90° AND 135° BENDS. 4. ALL PIERS TO BE BOARD FORMED. 5. TOP OF PIERS SHALL BE 8" BELOW FINISHED FLOOR U.N. 6. TOP OF VERTICAL DOWELS SHALL EXTEND TO 1 1/2" FROM TOP OF PIER.

G

SECTIONS & SCHEDULES

8"-10"

III

12"

SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING

Y,

8" U.N. 8"-10"

COMPACTED SUBGRADESEE SPECS.

SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING

3" CL.

8 BARS

NOM. WIDTH

COMPACTED SUBGRADESEE SPECS.

3" CL.

SEE PLAN

WHERE CMU EXTENDS BELOW GROUND SLAB LEVEL. FILL ALL CELLS WITH CONC. 48 DIA. (2'-6" MIN.)

4 BARS

INTERIOR

3" MIN.

CONCRETE ENCASEMENT

HU W.

1 1/2" CL. (MIN.) TYP.

VERT. BARSSEE SCHEDULE

EXTERIOR

1/4" PEJ ISOLATION JOINT

48 DIA. (2'-6" MIN.)

B S1.3

SECTION

2 1/2"

INTERIOR

1/4" P.E.J.

3" CL.

THICKNESS

1'-1"

2 1/2"

EXTERIOR

NON−LOAD BEARING WALLS & PARTITIONS (SEE NOTE 6)

THICKNESS

INTERMEDIATE "V" BARS IN CENTERLINE (U.N.) GROUTED CELLS. SEE NOTE (3).

LOAD BEARING WALLS (SEE NOTE 6)

8" U.N.

8'-0" O.C. (MAX.) SEE NOTE 1 & 2

TOP OF EXISTING CONCRETE WALL

EXPOSURE SEE NOTE (5)

ADD 2#3 TIES IN FOOTING

THICKNESS

10"

8"

INTERMEDIATE 8" DEEP BOND BEAMS W/ 2#5 CONT. LAP BARS 1'-6" @ SPLICES

CLASS

3"

48 DIA. (2'-6" MIN.)

1/4

31/2"

VERTICAL BARS- SEE PIER SCHEDULE

SCHEDULE OF MINIMUM INTERMEDIATE VERTICAL REINFORCING- ("V" BARS)

INTERMEDIATE "V" BARS EA. FACE. SEE NOTE (3)

11/2"

11/2"

SHOP DRAWINGS SHALL BE FURNISHED BY GENERAL CONTRACTOR INCLUDING WALL ELEVATIONS AND PLANS DETAILING FINAL LAYOUT OF ALL VERTICAL AND HORIZONTAL REINFORCING REQUIRED BY THIS SCHEDULE DETAILS AND GENERAL NOTES IN THESE DOCUMENTS.

SEE PLAN

HEIGHT- SEE SECTION, ETC.

31/2"

31/2"

11/2"

11 5/8"

5"

7 5/8" 9 5/8"

3" CL.

HSS4x4x3/8

MAX. HEIGHT "H" SEE NOTE (4)

THICK BASE PLATE 4-34" DIA. EXP BOLTS

CONCRETE PIERSEE SCHEDULE

#3 TIES (1 1/2" CL.)

3" CL.

5 5/8"

5 8"

3#3 TIES

BASE PLATE-SEE SCHEDULE- OVER 2"± NON-SHRINK GROUT

4-3/4"Øx12" HEADED ANCHOR RODS-W/ LEVELING NUTSTYPICAL U.N.

5"

PROVIDE 8" DEEP (MIN.) CMU CONT. BOND BEAM REINF. WITH 2#5 BELOW ALL CHANGES IN WALL THICKNESS. SEE DETAILS FOR DOWELS, ETC. INTO CONSTRUCTION OVER.

4"

SEE SCHEDULE FOR COLUMN SIZE

WARNING: Contractors, subcontractors, vendors and suppliers are advised that the contract documents consist of Architect-reproduced printed, bound and numbered specifications, Architectreproduced printed, bound and numbered blue- or black-line prints, addenda, post-bid addenda, and change orders only. Documents reproduced by parties other than the Architect, whether in hard copy or in electronic format, shall not be considered part of the contract documents and do not supersede the provisions of the contract documents. The contractor, subcontractors, vendors and suppliers are solely responsible for verification that information utilized in bidding, development of shop drawings, and construction of the facility are identical to the contract documents.

ENCASE WITH CONCRETE AFTER COLUMN SET

1/4" PEJ ISOLATION JOINT

3" CL.

A S1.3

SECTION

BASE PLATE-SEE SCHEDULE- OVER 2"± NON-SHRINK GROUT

4-3/4"Øx16" HEADED ANCHOR RODS W/ LEVELING NUTS

PROJECT DATE

10114 PROJECT NUMBER

PRELIMINARY NOT FOR CONSTRUCTION USE

SAUSSY ENGINEERING 400 Johnny Mercer Boulevard Suite E P.O. Box 30597 Savannah, Georgia 31410 Phone: (912) 898-8255 Fax: (912) 898-1882 PROJECT NO. 15003

SHEET NUMBER:

S1.3 Copyright (c) 2008 All Rights Reserved.

2

S.2 36' -. 03/4"

6"

8" DEEP H.C. PLANKS

H

1' - 2"

S2.2 4'-0" x 8 " H.C. PLANKS

4'-0" WIDE x 8 " HOLLOW CORE PLANKS

S2.2 K H

S3.2

17' - 1 5/8"

C S2.2

S2.2

E

G

7 5/8"

7 5/8"

DOWN

P1

C12x20.7

C6x8.2

P1

S2.3 (SIM.) L4x4x3/8

4'-0" WIDE x 8 " HOLLOW CORE PLANKS

A

14' - 4 3/16"

H

H

7 5/8"

(@ CATWALK)

S2.2

W/ 2" TOPPING SLAB

1

PLANKS THIS AREA TO BE DESIGNED

S2.2

SL-2 W12X14 (9)

W12X14 (9)

W16X26 W21X44

W12X14 (8)

W10X12

W8x10

C10X15.3

P1

W10X12

W10X12

W10X12

OPEN

P1

W10X12

C10X15.3

5' - 2 7/16"

W24X55

3' - 11 7/8"

P

RAMP LANDING

W8x10

EXISTING FRAMING TO REMAIN

. 4' WIDEx8" H.C. PLANKS W/ 2" TOPPING SLAB

RAMP DOWN

A S2.3 3' - 5" 5' - 5 1/8"

P

Q

S2.2

S2.2

EXISTING FLOOR AT ELEV. 10'-3"+/- AF.F. (VERIFY)

L6x3 1/2x5/16 (OR BENT PL.) ROLLED TO RADIUS OF ARCH.

TYPICAL SECTION X-X THRU REINFORCED CONCRETE LINTEL

7 1

6

5

BEND 1'-6"

6' - 3 3/16"

14' - 2 5/16"

FIN. 2nd FL.

X 3#4

3

ED

RE

*

* No. 19126 PROFESSIONAL

N

EN

TE

GIN E E R

S R S A US

Not Valid Unless Signed

11

SIU H. D C R A AR E SE

2

1

#3 TIES @ 10" O.C.

COORD. W/ ARCHITECTURAL DRAWINGS

24"x10" CONC. COLUMN 8#5 (4 EACH FACE)

49' - 6"

CONSTRUCTION ADDENDUM #1 04-11-2016 CONSTRUCTION ADDENDUM #2 04-22-2016

MJA - WHSIV - GJH DRAWN BY

2'-0"

DETAIL @ ARCHED WINDOW OPENINGS 13' - 11 3/4"

G

RG E OG I S TER I A

ISSUED FOR:

S.3

4 9/16" 6' - 7 3/4"

17' - 1 5/8"

BEND 12" EACH END 2#4

2" CL .

2'-0"

21' - 3 1/2"

WHERE REINFORCED CMU SHEDULED OVER, PROVIDE DOWELS SAME SIZE AND SPAC'G AS VERTICAL REINF. OVER X 3#6

12 12

2

C10X15.3

C12X20.7

C12X20.7

P

P

LAND'G

RAMP DOWN

10

9' - 3 13/16"

C10X15.3

W10X12

W16X26 (13) c=3/4"

W24X55

3. "

W12X19

W12X14 (9) W16X26 W10X12

P1

W12X14 (12)

W10X12

UP

W10X12

S2.3

DECK SPAN

B

W10X12

2

S.5 10.1

4

W10X12 W24X84

P1

W16X26 (13) c=3/4"

W16X26 (13) c=3/4"

W16X26 (13) c=3/4"

W24X55

W14X22

= 14'-0" = 13'-5 3/4"

SL-2

1' - 10 1/8"

W10X12

T/S TOS

6"

DECK SPAN

W12X26

1

9

W12X19

W12X14 (9)

8" CMU

5/8"∅ EXPANSION BOLT @ 24" O.C. W/ MINIMUM 4" EMBEDMENT

8

W12X14 (8)

W12X14 (8)

4" BRICK-SEE ARCH.

HU W.

W14X26

W10X12 (7)

W16X26 (13) c=3/4"

S2.3

W16X26 (13) c=3/4"

C

W24X55

W16X26 (13) c=3/4"

W16X26

5

W10X12

W12X14 (8)

W10X12 (7)

S2.2

W12X14

W12X14 (8)

W10X12

DECK SPAN

S2.3

W14X22

W10X12 (7)

W14X22

W14X26

3 1/4" L.W.. CONC. FILL OVER 3"x18 GA. COMPOSITE STEEL DECK L

1

W12X14 (8)

F

S2.3

3

W12X19

2

W10X12

W24X55

W14X22

W10X12 (7)

C

S2.2

3' - 11 3/16"

W12X14 (9)

R

7" 8' - 9 1/16"

W14X22

W16X26

W10X12

W10X12

W12X14

W12X14 (9)

DN

W10X12

1" E.J. IN FLOOR

W10X12

W10X12 (7)

W10X12

W12X14

W16X26

W10X12

W14X22 (-9 7/8")

PLANKS W/ 2" TOPPING SLAB

W14X22 (7)

4'-0" WIDE x 8 " HOLLOW CORE

S2.3

W10X12

S2.3

S1.3

W10X12

E

1" EXPANSION JOINT AT FACE OF EXISTING WALL

A

10"

4"

1

3' - 3 11/16"

N

D

W10X12

10

W10X12

6" METAL STUD WALL AT (MAX.) 6'-0" O.C.

D

1'-2"

1

1

7' - 3 13/16"

B

CL W14X22

A

FOR ADDITIONAL DL= 100 PSF, SEE R/S2.2

SEE DETAILS THIS SHEET FOR CONCRETE ARCH.

9' - 9 11/16"

EAST VICTORY LANE BELOW

CL

9

M

2ND FLOOR FRAMING PLAN

S2.2

10' - 6"

SL-1

(SIM.)

S.5

10.3

W/ 2" TOPPING SLAB

4'-0" WIDE x 8 " HOLLOW CORE PLANKS

S2.2

SCALE: 1/4" = 1'-0"

4'-0" WIDE x 8 " HOLLOW CORE PLANKS

D D

B

RADIUSSEE ARCH.

CONT. L6x4x3/8 ANGLE

S2.2

1' - 2"

CONT. L6x4 ANGLE

11' - 9 7/16"

1'-0" (MIN.)

CONT. C6x10.8 CHANNEL

CONT. C6x10.8 CHANNEL

H

SPRINGLINESEE ARCH.

H

2"

H

2" CL.

H

W12x40

6' - 4"

H

1'-4"

H

LOWER LEVEL FRAMING PLAN AT STAIR 06

LAP 1'-8" TYP.

H

POST P1 INDICATES HSS4x4x 1_4 OVER LOWER BEAM

1'-0"

H

A

A

2'-0"

H

S2.2

26' - 1 7/8"

H

C

EXISTING FLOOR AT ELEV. 10'-3"+/- A.F.F.(VERIFY) 21'-3 1/2"

10.4 17' - 5 3/4"

H

H

6' - 2 3/4"

7 5/8"

S2.2

H

W14X22

B

H

W12X14

14' - 8 9/16"

H 6' - 2 3/4"

H

W10X12

1' - 7 5/8"

W16X26

S1.2

S2.2

7 5/8"

P1

F

6'-9 3/4" H

2

S2.3

B

W/ 2" TOPPING SLAB

H INDICATES L31/2x31/2x3/8 HANGERS FROM L3x3x1/4 @ 4'-0" O.C. ROOF OVER @ 1" BAR GRATING (MAX.) 6'-0" O.C.

B

III

° 00 .0 3° 90 .34 70

15' - 0 13/16"

1

F

S2.2

C12x20.7 STRINGER

OPEN

H 5' - 2 3/16"

W16X26

3

W/ 2" TOPPING SLAB

ELEVATOR

19.657 °

P1

S1.2

.

4'-0" x 8 " H.C. PLANKS

B

W10X12 (-2")

J OPEN S2.2

1

W10X12 (-2")

8'-0 3/16"

75' - 6 1/8"

25' - 2 1/2"

W16X40 W8x31

W/ 2" TOPPING SLAB

S1.2

5'-10"

OPEN

4'-0" WIDE x 8 " HOLLOW CORE PLANKS

F

3 1/2"

B

W/ 2" TOPPING SLAB

4'-0" WIDE x 8 " HOLLOW CORE PLANKS

S2.2

TOS = 10'-0" A.F.F.

1' - 2" 21' - 9 3/4"

S2.2

H

G

SCALE: 1/8" = 1'-0"

S1.2 7 5/8"

S2.2

E

RAMP LOW FRAMING PLAN

W/ 2" TOPPING SLAB

S2.2

4'-0" WIDE x 8 " HOLLOW CORE PLANKS

S2.2

7 5/8"

H

D 7 5/8"

7° .65 9 10

H

7' - 0 5/16" +/-

Y,

1' - 2"

E

SWAINSBORO, ALBANY, ROME, SAVANNAH AND ATHENS

7 5/8"

H INDICATES L31/2x31/2x3/8 HANGERS FROM ROOF OVER @ (MAX.) 6'-0" O.C.

26' - 9 9/16"

W/ 2" TOPPING SLAB

SAVANNAH, GEORGIA

W/ 2" TOPPING SLAB

BLESSED SACRAMENT SCHOOL- PHASE I

W/ 2" TOPPING SLAB

OPEN

W12x40

OPEN

18' - 5 5/8"

4'-0" WIDE x 8 " H.C. CORE PLANKS

WARNING: Contractors, subcontractors, vendors and suppliers are advised that the contract documents consist of Architect-reproduced printed, bound and numbered specifications, Architectreproduced printed, bound and numbered blue- or black-line prints, addenda, post-bid addenda, and change orders only. Documents reproduced by parties other than the Architect, whether in hard copy or in electronic format, shall not be considered part of the contract documents and do not supersede the provisions of the contract documents. The contractor, subcontractors, vendors and suppliers are solely responsible for verification that information utilized in bidding, development of shop drawings, and construction of the facility are identical to the contract documents.

H

W10X12

H

(VERIFY)

10"

H

EXISTING FLOOR AT ELEV. 10'-3"+/-

S2.2

1'-4" (MIN.) ADJUST TOP TO CMU COARSING

H

E

VARIES

H

W14X26

C12x20.7 STRINGER

H

1

S2.3

A

S2.2

W14X26

GEORGIA

J

CONT. C6x10.8 CHANNEL

S2.2

W14X26

W18X50

JAMES W. BUCKLEY & ASSOCIATES INC. -- ARCHITECTS

CONT. L6x4 ANGLE

S2.2

1' - 2"

S2.2

1" BAR GRATING

B

4' - 8"

D

L3x3x1/4 @ 4'-0" O.C. 4'-0"

W8x31

D

3 1/2" (TYPICAL)

19' - 8 1/2"

W18X35

A

S2.2 1' - 2"

S2.2

3

1' - 6"

6"

S2.2

3 1/2" (TYPICAL)

161' - 11 15/16"

B

P

HSS4x4x3/8 HANGER TO W24 OVER

5 5/8"

S.1

(NOT TO SCALE)

WHSIII CHECKED BY

WHS III APPROVED BY

03/24/2016

PHASE 1 A

B

C

D

E

F

G

G.8

S.4

PROJECT DATE

10114

G.9

PROJECT NUMBER

SECOND FLOOR FRAMNG PLAN

SHEET NUMBER:

NORTH

SCALE: 1/8"=1'-0"

EXISTING PHASE 2

KEY PLAN

SAUSSY ENGINEERING 400 Johnny Mercer Boulevard Suite E P.O. Box 30597 Savannah, Georgia 31410 Phone: (912) 898-8255 Fax: (912) 898-1882 PROJECT NO. 15003

S2.1 Copyright (c) 2008 All Rights Reserved.

1'-2" 8" REINF. CMUSEE SCHEDULE

1'-4"

2" TOPPING SLAB

10" CONT L8x6x3/8

EMBED PLATE 6"x 1_2"x6" W/ 4-1_2"DIA.x5" HEADED ANCHORS @ 24" O.C.

J S2.2

SECTION

1'-2"

2"

3"

3 1/2" BEARING

SECTION

N S2.2 8" CMU

8" CMU REINF. WITH #5 AT 24" O.C. IN CENTERLINE OF GROUT FILLED CELLS

5 5_ " 8

4'-0"

4'-0"

1'-2"

+14'-0" A.F.F. 6" CMU BREAK CORNER OF SLAB AND EMBED #4 X 4" X 4" X 1'-0" AT 4'-0" O.C.

8" PRECAST HOLLOWCORE SLAB

4" CMU

GROUTED CORES WHERE REQUIRED BY SLAB MANUFACTURER

BEARING PAD BY SLAB MFR.

EXISTING CONCRETE BEAM

3~8" BEARING

BEARING PAD BY SLAB MFR.-TYP. 8" REINF. CMU SEE SCHEDULE

14" DEEP CMU BOND BEAM REINF. W/ 2#5 CONT.

8" REINF. CMUSEE SCHEDULE

W14x26 3"

+14'-0" A.F.F.

W14

+10'-9"

PC C12x20.7

C6x8.2 C12x20.7 STRINGER-TYP

EXISTING CONC. WALL

G S2.2

L S2.2

SECTION

EXISTING CONCRETE BEAM

SECTION

Q S2.2

G

* No. 19126

HU W.

0'-4"

PROFESSIONAL

T/S 14'-0" A.F.F.

L321x321x38 HANGER @ 6'-0" MAX O.C.

L3x3x 1_4 @ 4'-0" O.C.

C6x10.8

14'-0" A.F.F.

5"

#4 X 1'-0" X 2'-0" IN EACH GROUTED JOINT 3~8" BEARING

L6x4x38(LLV) W/ 34"DIA. ADHESIVE BOLTS @ 32" O.C.

SECTION

D S2.2

SECTION

H S2.2

4'-4"

8"

8"

#3@8"O.C. IN CENTERLINE-TYP

FACE OF 4" CMU BETWEEN W16 FLANGES W24x68

4'-4"

#3@8"O.C.BEND 8" AT TOP

8"

1

8" #3@8"O.C.BEND 8" AT TOP 8" CMU

BEND 12"

#3@12"O.C.

2" TOPPING SLAB

2

CONSTRUCTION ADDENDUM #1 04-11-2016 CONSTRUCTION ADDENDUM #2 04-22-2016

MJA- WHSIV - GJH DRAWN BY

WHSIII

2ND FLOOR

CHECKED BY

CONT. STEEL PLATE: 1'-5"x1/2"

1 0'-0 _" 2

S R S A US

BEND 12"

BEND 8"

GROUTED CORES WHERE REQUIRED BY SLAB MANUFACTURER BEARING PAD BY SLAB MFR. 14" DEEP CMU BOND BEAM REINF. W/ 2#5 CONT.

4'-4"

6"

GALV. CORR. BRICK TIES @ 16" O.C.

L4x4x1/4 CONT.

GIN E E R

ISSUED FOR:

WT STIFFENER (CUT FROM W12x14) @ 48" O.C.

SEE ARCH.

STEEL RAILINGSEE ARCH

4"

1" GALV STEEL GRATING

4'-4"

1/2"∅x6" HEADED STUDS @ 24" O.C. IN GROUTED CMU.

4" BRICKSEE ARCH.

8"

12" REINF CMU- SEE SCHEDULE

17'-4" #5x3"x1'-6" DOWELS WELDED TO W16 TOP FLANGE @ EACH VERTICALLY REINF. CELL OVER

6"

4" CMU

EN

TE

Not Valid Unless Signed

6"

SEE PLAN

8" CMU REINF. WITH #5 AT 48" O.C. IN CENTERLINE OF GROUT FILLED CELLS

8" PRECAST HOLLOWCORE SLAB

2"±

1'-6"

2" HIGH CMU

LAP 2'-6" MIN.

N

2"± TOPPING SLAB

ED

RE

*

(SEE E/S2.2 FOR CONTINUATION) 1'-2"

RG E OG I S TER I A III

EXISTING 2ND FLOOR FRAMING

L4x4x 3_8 W/ 2- 3_4"DIA. EXP BOLTS

Y,

3 1/2" BEARING

SECTION

W12x14

CLOSURE PLATE

3 1/2" BEARING

C S2.2

1 1_2" CONCRETE FILL ON 12GA METAL PANS-TYP

1 _" 4

W16x40 3 1/2" BEARING

61/4"

3"

W10

2"

W10x12 OR W12x14- SEE PLAN

[email protected]"=3'-9"

3"

8"

16" TYP.

3'-3"+/-

2"±

2"± GROUTED CORES WHERE REQUIRED BY SLAB MANUFACTURER

CLOSURE PLATE

3 L1x1x __ EACH 16 STRINGER

BEARING PAD BY SLAB MFR.-TYP.

#4 X 3'-0" X 1'-0" IN EACH GROUTED JOINT(4'-0")

1 _" 4

3"

SECTIONS

7T@11"=6'-5"

3"

14'-0" A.F.F.

EXPANSION JOINT COVER- SEE ARCH

+10'-3" A.F.F. VERIFY

SECTION

P S2.2

SECTION

WARNING: Contractors, subcontractors, vendors and suppliers are advised that the contract documents consist of Architect-reproduced printed, bound and numbered specifications, Architectreproduced printed, bound and numbered blue- or black-line prints, addenda, post-bid addenda, and change orders only. Documents reproduced by parties other than the Architect, whether in hard copy or in electronic format, shall not be considered part of the contract documents and do not supersede the provisions of the contract documents. The contractor, subcontractors, vendors and suppliers are solely responsible for verification that information utilized in bidding, development of shop drawings, and construction of the facility are identical to the contract documents.

W8x31

A

4"

GROUTED CORES WHERE REQUIRED BY SLAB 3 1/2" MANUFACTURER BEARING

4'-0"

4"

BEARING PAD BY SLAB MFR.-TYP.

W14x26

2

6"x18 GA METAL STUD WALL @ 6'-0" MAX O.C.

8"

#4 X 2'-0" X 4" IN EACH GROUTED JOINT

1" E.J.

341" LW CONC. OVER 3" COMP. STEEL DECK

T/S 14'-0" A.F.F.

8"

2"±

2"±

T/S 14'-0" A.F.F.

T/S 14'-0" A.F.F.

8"

T/S 14'-0" A.F.F.

K S2.2

SECTION

BREAK CORNER OF SLAB AND EMBED #4 X 8" X 1'-6" AT EACH GROUTED JOINT

8" PRECAST HOLLOWCORE PLANKS

BREAK CORNER OF SLAB AND EMBED #4 X 8" X 1'-6" AT EACH GROUTED JOINT

8" PRECAST HOLLOWCORE PLANKS

F S2.2

#4x8" DOWELS AT 4" O.C. BEND 3" AND WELD TO BEAM

2"± TOPPING SLAB

2"± TOPPING SLAB

5 5_ " 8

W14x26 3'-9"

CONT HSS4x4x 3_8

61/4"

SECTION

#4x8" DOWELS AT 4" O.C. BEND 3" AND WELD TO BEAM

TOPPING SLAB CONTROL JOINT

L3x3x 3/8 BRACE @ 5'-0" O.C.

W18x50

8" REINF. WALLSEE SCHEDULE

B S2.2

TYP. 1/4

L3x3x 3_8 BRACES AT 36" MAX ON CENTER

L3x3x 3/8 BRACE @ 5'-0" O.C.

14" DEEP CMU BOND BEAM REINF. W/ 2#5 CONT.

SECTION

CONT PLATE 3 _"x7 5 _" 8 8

2"

3 1/2" BEARING

14" DEEP CMU BOND BEAM REINF. W/ 2#5 CONT.

BEARING PAD BY SLAB MFR.

VARIES W/ RAMP

8" 3 1/2" BEARING

GROUTED CORES WHERE REQUIRED BY SLAB MANUFACTURER

#4 X 1'-0" X 2'-0" IN EACH GROUTED JOINT

3 1/2" BEARING

+10'-3"

L21/2x21/2x1/4 FRAMES @ 24" O.C.

W24x84

2"

6"

8"

#4 X 1'-0" X 2'-0" IN EACH GROUTED JOINT

L21/2x21/2x1/4 FRAMES @ 24" O.C.

T/S 14'-0" A.F.F.

T/S 14'-0" A.F.F.

1#5 CONT.

21/2" THICK CONCRETE FILL OVER 9/16" STEEL FORM DECK

VARIES W/ RAMP

2"±

6" CMU

W16 BEYONDSEE PLAN

2"

8" PRECAST HOLLOWCORE SLAB

2" HIGH CMU

T/S 14'-0" A.F.F.

8"

FORMED CAST IN PLACE CONCRETE

T/S 14'-0" A.F.F.

2"±

2" HIGH CMU

2"± TOPPING SLAB

BREAK CORNER OF SLAB AND EMBED #4 X 8" X 8" X 1'-0" AT 4'-0" O.C.

8"

LAP 2'-6" MIN.

8" PRECAST HOLLOWCORE PLANKS

21/2" THICK CONCRETE FILL OVER 9/16" STEEL FORM DECK

CONT. L2 1/2x21/2x1/4

2"± TOPPING SLAB

2"±

4" BRICKSEE ARCH.

2"±

2"± TOPPING SLAB

LAP 2'-6" MIN.

LAP 2'-6" MIN.

2" HIGH CMU

61/4"

CONT. L2 1/2x21/2x1/4

SWAINSBORO, ALBANY, ROME, SAVANNAH AND ATHENS

E S2.2

11/2"

W8x31

GROUTED CORES WHERE REQUIRED BY SLAB MANUFACTURER

SAVANNAH, GEORGIA

SECTION

SEE A/S2.2

BLESSED SACRAMENT SCHOOL- PHASE I

A S2.2

11/2"

BEARING PAD BY SLAB MFR.-TYP.

8" REINF. CMUSEE SCHEDULE

8" REINF. CMUSEE SCHEDULE

GEORGIA

T/S 14'-0"+/A.F.F.

8" GROUTED CORES WHERE REQUIRED BY SLAB MANUFACTURER BEARING PAD BY SLAB MFR.-TYP.

JAMES W. BUCKLEY & ASSOCIATES INC. -- ARCHITECTS

2'-2"

#4@16"O.C.

2#4

6" 14" DEEP CMU BOND BEAM REINF. W/ 2#5 CONT.

3~8" BEARING

SECTION

2#4

CONT #4

#4 X 4'-0" CENTERED IN EACH GROUTED JOINT

3 1/2" BEARING

3 1/2" BEARING

BEARING PAD BY SLAB MFR.

14" DEEP CMU BOND BEAM REINF. W/ 2#5 CONT.

#3 STIRRUPS @ 8" O.C.

T/S 14'-0" A.F.F.

8" 1#5 CONT.

#4x1'-0"x2'-0" DOWELS AT 4'-0" O.C.

1'-6"

T/S 14 '-0" A.F.F.

8"

FORMED CAST IN PLACE CONCRETE

2#6 TOP AND BOTTOM

8" PRECAST HOLLOWCORE PLANKS

T/S 14'-0" A.F.F.

8"

2"±

T/S 14'-0" A.F.F.

2"±

8" PRECAST HOLLOWCORE SLAB

TOPPING SLAB CONTROL JOINT 2"± TOPPING SLAB

8" PRECAST HOLLOWCORE PLANKS

2"±

LAP 2'-6" MIN.

2" HIGH CMU

2" HIGH CMU

2"± TOPPING SLAB

2"± TOPPING SLAB

2"±

BREAK CORNER OF SLAB AND EMBED #4 X 8" X 8" X 1'-0" AT 4'-0" O.C.

4" BRICKSEE ARCH.

FACE OF 4" BRICK

LAP 2'-6"

LAP 2'-6" MIN.

1'-2"

WHSIII APPROVED BY

03/24/2016 0'-10"

2#4

8" PCHC

STYROFOAM BILLETS

~C

SECTION (SPECIAL LINTEL SL-1)

PROJECT DATE

3#4@12"O.C.

10114 PROJECT NUMBER

M S2.2 SECTION

R S2.2

SHEET NUMBER:

SAUSSY ENGINEERING 400 Johnny Mercer Boulevard Suite E P.O. Box 30597 Savannah, Georgia 31410 Phone: (912) 898-8255 Fax: (912) 898-1882 PROJECT NO. 15003

S2.2 Copyright (c) 2008 All Rights Reserved.

CONT W/ 5 8"DIA. A307 BOLTS @ 32"O.C.

61/4" 3"

FIN 2ND FL

4" BRICK VENEERSEE ARCH.

CONT BENT PLATE 641"x41"x4"(LLV) ANCHOR BOLTS AT 32" O.C.

4-3/4"∅ HS BOLTS 1 _" 2

STIFFENER PLATE EACH SIDE OF WF

C12x20.7 STRINGER EACH SIDE

3"

8" REINF. CMU-SEE SCHEDULE

1 4"

CLOSURE PLATE

EXISTING 2ND FL. +10'-3"+/- A.F.F.

1 2"DIA.x6" 5 L6x6x16

2'-0 5/8"

3 4"

CONT W/ DIAMETER x 8"x2" ANCHOR BOLTS AT 16" O.C.

1'-8 13/16"

3" BEND- WELD TO PLATE

CONT PLATE 21"x13" 7 5/8"

CONT BENT PLATE 38"x6" 2-C8x11.5

(STAIRWELL)

5'-10"

1/ " 2

1 W16x26

A S2.3

SECTION

W24x55

SECTION

D S2.3 SEE PLAN

SECTION

A 3'-5"

5'-5 1/8"

4" METAL STUDS- SEE ARCH

1/4" CLOSURE PLATE

2 0.7 x2 2 C1

GYPBOARD FINISHSEE ARCH

61/4"

SEE L/S2.2

F S2.3

4" METAL STUDSSEE ARCH

61/4"

6" 4" CMU PIER TYPE P3 AT CORNER

W10x12 W10x12

W10x12

W10x12 21/2"

21/2"

C12x20.7 STAIR STRINGER

L4x4x1/4x0'-4" W/ 5/8"∅x10"x2" ANCHOR BOLT IN SLOTTED HOLES

3'-9"

16" TYP.

3"

10 TREADS @ 11" = 9'-2"

STAIR STRUCTURESEE A/S2.3

EXTEND C12x20.7 OUTSIDE STRINGERS TO WALL

C12x20.7

3" CONC. FILL ON 12 GA. PLATE REINF. WITH 6x6x10/10 WWF

0.7 x2 2 C1

3" PC C12 CLOSURE AT INTERIOR STRINGER 3" 1/4" CLOSURE PLATE

14'-0"

2'-0 5/8"

HEADED ANCHORS @ 16"O.C.

W16x26

11 RISERS @ 7" = 6'-5"

C12x20.7

9'-4" A.F.F.

3'-1 5/16"

4"

C6x8.2

TOS 10'-6" A.F.F.

W16x26

W14x22

6"

C6x8.2 POST ON INSIDE FACE OF EACH STRINGER CONT L4x4x3/8 W/ 3 4"DIA. EXPANSION BOLTS @ 24" O.C.

E S2.3

SECTION

3"

EXISTING CONCRETE BEAM 6x6x10/10 WWF

1'-2"

W14x22

61/4"

2"

PC C12x20.7

CONT. L3x3x1/4

WT4x5

SWAINSBORO, ALBANY, ROME, SAVANNAH AND ATHENS

2"

[email protected]"=3'-9"

FIN 2ND FLR +14'-0" A.F.F.

GEORGIA

3 4"DIA.x8"x2x

W12x26

9 3" CONC FILL OVER 16 "x 26GA STEEL FORM DECK

8" REINF. CMU-SEE SCHEDULE

W10x12

SEE Q/S2.2

JAMES W. BUCKLEY & ASSOCIATES INC. -- ARCHITECTS

CLOSURE PLATE

3

+14'-0" A.F.F.

1'-2"

1 4"

ANCHOR BOLTS AT 32" O.C.

61/4"

3"

3 _ "∅x8"x2x 4

SAVANNAH, GEORGIA

1

ANCHOR BOLTS AT 32" O.C.

L6x4x38(LLV)

BLESSED SACRAMENT SCHOOL- PHASE I

7T@11"=6'-5"

4" BRICK VENEERSEE ARCH.

3'-0"± 3 _"∅x8"x2x 4

6"

THREADED ANCHOR W/ NUT AT BOTTOM SET IN 6" DRILLED HOLES FILLED W/ EPOXY ADHESIVE

6"

3 4"DIA

10

EXISTING 16"x16" CONCRETE ROOF BEAM

2

W16x26

3"

C12x20.7 RETURN

MC 12 x1 0.6

L1x1x3/16 SUPPORTS TYPICAL

HSS COLUMNSEE SCHEDULE

B S2.3

SECTION

L3x3x1/4 WITH 5/8"Ø HILTI KWIK BOLT (OR APPROVED EQUAL) WITH MINIMUM 2 1/4" EMBEDMENT 1/4" CLOSURE PLATE

12 TREADS @ 11" = 11'-0"

SECTION

G S2.3

A 2 FIELD DETERMINE EXPANSION JOINT COVER- SEE ARCH

1" E.J.

31_4" LW CONC. OVER 3" COMP. STEEL DECK

TIMBER BLOCKINGSEE ARCH.

1 _" 2

STIFFENER PLATE BETWEEN BEAM FLANGES

7 5/8"

23'-3 1/2"

7 5/8"

2'-8" CONT L3x3x1/4WELD TO JOISTS

5 CONT L6x3x16 (SLV)WELD TO JOISTS

4 1/2" 5'-3 5/8"

DN. WT

1'-0 3/4"

WT SR

12'-5 1/4"

WT

7 5/8"

EXISTING CONC. WALL

5'-3 7/8"

HSS6x6-SEE SCHEDULE

S2.3

EN

TE

GIN E E R

S R S A US

ISSUED FOR: 18" DEEP ROOF JOIST W21 STEEL BEAM-SEE PLAN

11

2

NEW ROOFING SYSTEM-SEE ARCH.

DN. G

PROFESSIONAL

Not Valid Unless Signed

S

+10'-3"

*

N

WT

CAP PLATE 5 1_2"x1_2"x12" WITH 4-3/4"∅ HS BOLTS

ED

RE

No. 19126

6" METAL STUD WALL-SEE ARCH.

FIELD DETERMINE

6"x18 GA METAL STUD WALL @ 6'-0" MAX O.C.

RG E OG I S TER I A

*

11 TOS 32'-2 16 " AFF

W14

3'-9"+/-

3"

G

7'-11"

S

W12

9'-2"

S

16" TYP.

5'-10"

HU W.

W16

4 1/2" 7 5/8"

61/4"

+14'-0" A.F.F.

III

6"

SECTIONS

1 1/2" CONC. FILL ON 12 GA. METAL PANS-SEE ARCH. DETAILS FOR NOSING

L2x2x1/4 AT EACH MC12 STRINGER

Y,

TOS 10'-6"

MC 12 x1 0.6

11 RISERS @ 7" = 7'-7"

TS6x3x1/4" BTW. OUTSIDE STRINGERS

2" TYP.

POST P1

WARNING: Contractors, subcontractors, vendors and suppliers are advised that the contract documents consist of Architect-reproduced printed, bound and numbered specifications, Architectreproduced printed, bound and numbered blue- or black-line prints, addenda, post-bid addenda, and change orders only. Documents reproduced by parties other than the Architect, whether in hard copy or in electronic format, shall not be considered part of the contract documents and do not supersede the provisions of the contract documents. The contractor, subcontractors, vendors and suppliers are solely responsible for verification that information utilized in bidding, development of shop drawings, and construction of the facility are identical to the contract documents.

8" CMU EXISTING 2ND FL. +10'-3"+/- A.F.F.

CONSTRUCTION ADDENDUM #1 04-11-2016 CONSTRUCTION ADDENDUM #2 04-22-2016

WT

MJA - WHSIV - GJH

EXISTING PRECAST CONCRETE TEES

S EXISTING 2ND FLOOR FRAMING

DRAWN BY

4 1/2"

WHSIII

SECTION

C S2.3

STAIR FRAMING LEGEND: S C12x20.7 STRINGER SR C12x20.7 STRINGER RETURN WT WT4x5 C8 C8x11.5 T TS6x6x3/8

CHECKED BY

WHSIII

STAIR 04 FRAMING PLAN

APPROVED BY

SCALE: 1/4"=1'-0"

03/24/2016 PROJECT DATE

2

10114 PROJECT NUMBER

PRELIMINARY SECTION

H S2.3

NOT FOR CONSTRUCTION USE

2

SAUSSY ENGINEERING 400 Johnny Mercer Boulevard Suite E P.O. Box 30597 Savannah, Georgia 31410 Phone: (912) 898-8255 Fax: (912) 898-1882 PROJECT NO. 15003

SHEET NUMBER:

S2.3 Copyright (c) 2008 All Rights Reserved.

S.1

S.2 36' - 0 3/8"

2' - 0 1/8"

3' - 6 11/16" 3' - 4"

EQ.

EQ.

3' - 4"2' - 8 3/8" 4' - 0 1/4"

3' - 3 3/4" 8 SPACES @ 5'-0" = 40'-0"

5 SPACES @ 6'-0" = 30'-0"

A

GEORGIA

JAMES W. BUCKLEY & ASSOCIATES INC. -- ARCHITECTS

S3.2 10K1

26KCS4

10K1 10K1

7 5/8"

RAC-2

1

RAC-3

26KCS4

10K1 10K1 1 EF-2 10K1 10K1 RAC-1

10K1

H

26KCS4 ERV-1

1

S3.2

10K1 10K1

26KCS4

TOS = 28'-3" A.F.F. 36LH11

36LH11

36LH11

36LH11

36LH11

36LH11

36LH11

W8x24 HOIST . BEAM

7 5/8" 10K1

22K9

ELEVATOR

8' - 5 5/8"

2

1

22K9

10K1

6"

6"

S3.2

26KCS4 RAC-4

2

10K1 10K1

EDGE OF DECK

K

26KCS4

S3.2 26KCS4 2

T 2'-5 3/4" . 4'-4 1/4" .

L

4 EQ. SPACES = 16'-10"+/-

S

10K1

2

7 SPACES @ 5'-0" = 35'-0"

S3.2

S3.2

2

S3.2

2

W21X57 (-2 1/2")

H S2.3 2

14K6

SLOPE SLOPE 4:12 4:12

14K6

14K6

2

L

2

S3.2

10 L S3.2

14K6

S3.2 CUT OUT EXISTING CONCRETE BEAM CORRIDOR OPENING

S3.2

14K6

P

S3.2

S.5

14K6

S3.2

S3.2

N

0"

Q W12x40 ABOVE EXISTING ROOF

J

RIDGE

(SIM.)

Q

W18x40 (-6")

HSS3x3x1/4 OUTRIGGERS @ 4'-0" O.C. EACH END OF ROOF

W27x102 RIGID FRAME (-3")

R

SLOPE SLOPE 4:12 4:12

S3.2

14K6

18K7

18K7

18K7

18K7

18K7

18K7

18K7

18K7

U

W W14X22 PO 10 ST x33

EAST VICTORY LANE

FLAT ROOF

14K6

9 2

8

W16X26 (-6")

7"

EXISTING BLDG.

7 M K

S3.2

S3.2

G

RG E OG I S TER I A ED

RE

*

* No. 19126 EN

TE

GIN E E R

III

HU W.

PROFESSIONAL

N

S R S A US

Not Valid Unless Signed

EQ.

EQ.

ISSUED FOR:

6"

CONSTRUCTION ADDENDUM #1 04-11-2016

10K1

11

2

11' - 8"

10K1

CL

TOS = 32'-2 3/16" A.F.F.

2

W W14X22 CO 10 LU x33 M N

GENERAL CONTRACTOR SHALL PROVIDE TO THE JOIST MANUFACTURER THE LOCATIONS AND LOADS IMPARTED TO THE ROOF JOISTS FROM THE WEIGHT OF THE BASKETBALL GOALS AND ACCESSORIES. JOIST SIZES AND DESIGNATIONS SHOWN ON THE ROOF FRAMING PLAN DO NOT INCLUDE THE LOADS/WEIGHTS DUE TO THE BASKETBALL GOAL AND ACCESSORIES. JOIST MANUFACTURER SHALL INCLUDED WEIGHTS FURNISHED BY THE GENERAL CONTRACTOR IN THE DESIGN OF THE JOISTS. GENERAL CONTRACTOR SHALL COORDINATE THE ATTACHMENT/SUPPORT METHOD/ ETC. OF THE BASKETBALL EQUIPMENT BASED ON THE JOIST LOCATIONS SHOWN ON THE FRAMING PLAN. BASKETBALL EQUIPMENT CONFIGURATION SHOWN ON THE CONTRACT DRAWINGS IS SCHEMATIC. COORDINATE WITH ARCHITECTURAL DRAWINGS AND INCLUDE ALL ATTACHMENT METHODS TO THE JOISTS IN THE EQUIPMENT SUBMITTALS.

35' - 0 5/16"

S3.2

10K1

3.

S3.2

W24X68

2.

E

0"

W14x22

1.

E

35' - 0 5/16"

BASKETBALL EQUIPMENT LOADS :

W24x55

2

10K1

10.3 WARNING: Contractors, subcontractors, vendors and suppliers are advised that the contract documents consist of Architect-reproduced printed, bound and numbered specifications, Architectreproduced printed, bound and numbered blue- or black-line prints, addenda, post-bid addenda, and change orders only. Documents reproduced by parties other than the Architect, whether in hard copy or in electronic format, shall not be considered part of the contract documents and do not supersede the provisions of the contract documents. The contractor, subcontractors, vendors and suppliers are solely responsible for verification that information utilized in bidding, development of shop drawings, and construction of the facility are identical to the contract documents.

10K1

3'-2"+/-

S3.2

15' - 4 7/8"

EF-4

10.4 10' - 6"

W27x84 (-6") (CAMBER 1 3/4")

1

14' - 0 11/16"

10K1 10K1

S3.2

1

10K1 10K1

SUPPORT W27 ON CMU WALL

M

1

3' - 11 3/16" 7' - 3 13/16"

G

5' - 11 3/4"

26KCS4

1

1' - 5 1/2"

10K1 7 5/8"

10K1 10K1 RAC-5

2

3' - 6 5/8"

7 5/8"

Y,

36LH11

36LH11

36LH11

36LH11

36LH11

36LH11

36LH11

1' - 6"

59' - 3 1/8"

10K1 36LH11

69' - 1 1/2"

36LH11

6"

1

S3.2

36LH11

26KCS4

1

D

36LH11

2

10K1

ROOF FRAMING PLAN

S3.2

26K10

SWAINSBORO, ALBANY, ROME, SAVANNAH AND ATHENS

10K1

SAVANNAH, GEORGIA

12K 1

(3) 2.5K

10' - 0"

S3.2

1' - 1 5/8"

BLESSED SACRAMENT SCHOOL- PHASE I

S3.2

B

EF-1 1

13 SPACES @ 5'-0" = 65'-0"

C

W12X26 (-2 1/2")

B

TOS = 29'-1 1/2" A.F.F.

7 5/8"

W12X26 (-2 1/2")

6"

10 SPACES @ 5'-0" = 50'-0"

W12X26

26K10

S1.2

10K1

12KCS1

12KCS1

12KCS1

12KCS1

26K10

W24X76 (-5")

F

26K10

W8X24 (-2 1/2")

1

26K10

W8X24 (-2 1/2")

EF-3

12KCS1

TOS = 28'-3" A.F.F.

12KCS1

12KCS1

12KCS1

12KCS1

W16X26

12KCS2

12KCS2

12KCS2

17' - 2 1/2"

12KCS2

12KCS2

12KCS2

W16X26

12KCS1

12KCS1

S2.2

19' - 6 7/8"

12KCS1

12KCS1

12KCS1

12KCS1

B

CONSTRUCTION ADDENDUM #2 04-22-2016

MJA - WHSIV - GJH

PHASE 1

DRAWN BY

WHSIII CHECKED BY NORTH

WHSIII APPROVED BY

F

ROOF FRAMNG PLAN

S.4

EXISTING

03/24/2016

PHASE 2

PROJECT DATE

KEY PLAN

PROJECT NUMBER

10114

SCALE: 1/8"=1'-0"

SHEET NUMBER:

SAUSSY ENGINEERING 400 Johnny Mercer Boulevard Suite E P.O. Box 30597 Savannah, Georgia 31410 Phone: (912) 898-8255 Fax: (912) 898-1882 PROJECT NO. 15003

S3.1 Copyright (c) 2008 All Rights Reserved.

8"

3 CONT 3 1_2x__ x31_2 BENT PLATE 16

CONT. 8" DEEP BOND BEAM

HSS4x4x 1_4

CONT W/ CONT1_4" STEEL PLATE

HSS3x2x1/4 CUT-IN BETWEEN OUTRIGGERS HSS3x3x1/4 OUTRIGGERS @ 4'-0" O.C. ON SLOPE

5 CONT. L6x3 21x16 (LLV) W/ 34" DIA. A307 THRU BOLTS @ 32" O.C.

4'-0"

4"

" 4'-0

CONT. L5x5x 41 W/ 34" DIA. A307 THRU BOLTS @ 24" O.C.

E S3.2

SECTION

6" A.F.F.

x102 W21

3"

6"

1'-6"

1'-8 1_2"

31'-4" A.F.F. 4" BRICKSEE ARCH.

TIMBER BLOCKINGSEE ARCH.

W18x76

1 2"

THICK STIFFENER PLATE EACH SIDE OF WF

4"

31_2"

CONT L5x5x 41 W/ 58"DIA.x8"x2" ANCHOR BOLTS @ 24" O.C.

9'-2" CONT TO JOISTS

WELD

28'-3" A.F.F.

4"

P S3.2

SECTION

TYP.

2

COORD. W/ PLAN

1'-5 1/2"

SECTION

N S3.2

2

T S3.2

SECTION

1'-2" THICK STEEL CAP PLATE

KNIFE PLATE 10"x8 21"x21" W/3- 34" DIAMETER H.S. BOLTS

1 2"

STIFFENER PLATE EACH SIDE OF W12 WEB

9" TYP.

H S3.2

SECTION

HSS5x5x38" STEEL POST EACH END OF W12.

5 CONT L6x321x16 (SLV)

W12x40

2

SEE J/S2.3 1'-8 1/2" CONT BENT PLATE 3 4"x16 "x4"-VERIFY DIMS WITH ARCH. DETAILS

10" JOIST 36" LONG SPAN JOIST

4

6" METAL STUDSSEE ARCH EXISTING CONCRETE BEAM TO REMAIN

6"

8" REINF CMU- SEE SCHEDULE

BLOCKING-SEE ARCH

EXISTING SINGLE TEE JOISTS

12

EXISTING CONCRETE BEAM TO BE REMOVED

6"

W14x22-TAPER AT ENDS AND WELD TO TOP OF W24

L4x3x41(LLV)x0'-4" EACH ANGLE BRACE

L8x6x1/2-SEE SECTION P/S3.2

CONT L3x3x1/4WELD TO L's

14" JOIST

VARIES WITH HIGH ROOF SLOPE

28'-3" A.F.F.

4"

29'-1 1/2" A.F.F.

ROOF DECK TYPE RD3

CONT L4x4x 41

26" DEEP ROOF JOISTS-SEE PLAN

W27x102

1 2"

30'-0" A.F.F.

L321x321x41-

STUD BRACES @ 16" ON CENTER-SEE ARCH

4" BRICKSEE ARCH.

CENTERLINE OF TOP CHORD PANEL POINT

ROOF DECK TYPE RD3

3" 28'-0" A.F.F.

7"

26" DEEP JOISTSEE PLAN

L8x6x1/2x9" EACH SIDE W/ (3) BEVELED STIFFENER PLATES

EXISTING CONCRETE BEAM TO BE REMOVED ABOVE CORRID0R 2100

5 8"

THICK SPLICE PLATE W/ (12) 3 4 "DIA. H.S. BOLTS

TOS 28'-3" AFF

1 2"

4"

3 CONT. L321x16 x321 BENT PLATE W/ HOLES @ 24" O.C.

ROOF DECK TYPE RD1

C S3.2

2" 5" 2" 4-3/4"DIA. A307 THRU BOLTS THRU EXISTING STEMS

4"

CONT HSS4x4x 41 W/ CONT . 1 4" STEEL PLATE

4

W27 STEEL BEAM-SEE PLAN

4"

STIFFENER PLATES @ 24" O.C.

4"

4

3 16"

7"

SECTION

18" DEEP ROOF JOIST

12

ROOF DECK TYPE-RD1 12

ROOF DECK TYPE-RD1

3"

W12x40 4-1"DIA. A36 HANGER RODS

4"

28'-3" A.F.F.

1 2_" 2

OSB PLYWOOD DECKING

CONT. HSS12x4x 41 1 CONT L3x3x 4WELD TO JOISTS

CONT L6x4x21(LLV) W/ 41" STIFF PLATE @ 24" O.C.

W24x76

3 _" 4

3"

12" DEEP JOIST

SECTION

PRE-ENGINEERED METAL ROOF TRUSSES @ 24" MAX. O.C.

SEE J/S3.2

G S3.2

6" METAL STUD WALL-SEE ARCH.

3"

29'-1 1_2" A.F.F.

5"

CONT BENT PLATE

EXISTING PRECAST SINGLE TEE ROOF JOISTS

1" (MIN.)

3 321x16 x321

M S3.2

5"

2" 4"

1'-2"

CONT L321x321x41- WELD TO JOISTS

36" DEEP LONG SPAN JOIST

SECTION

5 6x321x16 (LLV)-

11 TOS 32'-2 16 " AFF

6"

10" JOIST W/ 5" DEEP SEATS EACH END

CONT WELD TO JOISTS

CONT L3x3x1/4WELD TO JOISTS

5 CONT L6x3x16 (SLV)WELD TO JOISTS

2" (MIN.)

ROOF DECK TYPE RD3

2

1'-6"

L4x4x 21 EACH SIDE W/ 14- 43 "DIA. H.S. BOLTS

12" REINF CMUSEE SCHEDULE 1 4_" 2

S S3.2

SECTION

W8x31

5 CONT. L6x321x16 (LLV) W/ 34" DIA. A307 THRU BOLTS @ 32" O.C.

B S3.2

GEORGIA

36" LONG SPAN JOIST

L4x4x 38 EACH SIDE W/ 14- 43 "DIA. H.S. BOLTS

F S3.2

SECTION

8" REINF CMU- SEE SCHEDULE

SECTION

12

THICK CAP PLATE

29'-1 1_2" A.F.F.

12" JOISTSEE PLAN

6"

29'-1 1_2"

1 5 _" 2

28'-3" A.F.F.

1'-6"

SPLACE PLATE 4"x1"x4'-0" EACH SIDE

2"

7 _" 8

6"

12" REINF CMUSEE SCHEDULE

8" REINFORCED CMU-SEE SCHEDULE FOR REINFORCING SIZE AND SPACING

4

3"

JOIST-SEE PLAN

" 1'-6

.C.

6"

M

4" BRICKSEE ARCH.

ROOF DECK TYPE RD1

36" DEEP LONG SPAN JOIST

12" REINF CMUSEE SCHEDULE

1'-6"

1 1

CONT. L32x32x4- WELD TO JOISTS

XO " MA 0 ' 4

3"

31'- 4" A.F.F.

1 5 CONT. L6x32x16(LLV)WELD TO JOISTS 1

SPLICE PLATE 10"x1"x4'-0" " 6'-0

1 4_" 2 ROOF DECK TYPE RD3

36" DEEP LONG SPAN JOIST

1'-6"

A S3.2

SECTION

29'-1 1_2" A.F.F.

1 5_" 2

4" BRICKSEE ARCH

ROOF DECK TYPE RD3

L S3.2

SECTION

18" DEEP ROOF JOIST

5 8"DIA.x8"x2"

W/ CONT ANCHOR BOLTS @ 24" O.C.

W27x102 RIGID FRAME

28'-8 " A.F.F.

~C OF TOP CHORD L31_2x31_2x3_8 HANGERS @ MAX 6'-0" O.C. PANEL POINT

L5x5x 41

28'-3" A.F.F.

28'-0" A.F.F.

3"

7" CONT 6x3 1_2x3_8(LLV)

8'-10"

29'-1 1_2" A.F.F. 1 5_" 2

14" JOIST

G

D S3.2

W27x84

EXISTING CONCRETE COLUMN

AFTER ALL NEW STEEL OVER ROOF INSTALLED, CUT OUT EXISTING CONCRETE BEAM WHERE IT OCCURS OVER NEW 2ND FLOOR CORRIDOR-SEE ARCH FOR EXACT LIMITS

CONT L4x4x 41

2 14" JOISTSEE PLAN

CONT. 8" DEEP BOND BEAM

4" BRICKSEE ARCH.

CONT. L5x3x1/4(SLV) W/ 5/8"DIA THRUBOLTS @ 32" O.C.

SECTION

U S3.2

2

GIN E E R

S R S A US

CONSTRUCTION ADDENDUM #1 04-11-2016 CONSTRUCTION ADDENDUM #2 04-22-2016

MJA - WHSIV - GJH DRAWN BY

WHSIII CHECKED BY

WHSIII

11 TOS 32'-2 16 " AFF

W18x40

J S3.2

2

W24x68

COORD. WITH PLAN

1'-5 1/2"

SECTION SECTION

Q S3.2

2

TYP.

COORD. W/ PLAN

18" JOIST-SEE PLAN

1'-9"

26" DEEP ROOF JOISTS-SEE PLAN

1

34'-0" AFF

SECTION

STUD BRACES @ 16" ON CENTER-SEE ARCH

PLYWOOD SUBGRADE

EN

TE

ISSUED FOR:

FIELD DETERMINE

TOS 28'-3" AFF

6"

CLAY TILE ROOFINGSEE ARCH

CONT BENT RIDGE PLATE 4"x 1_4"x4"

PROFESSIONAL

Not Valid Unless Signed

TYP.

11_2" STEEL ROOF DECK 12 4

*

N

TOS 28'-3" AFF

L221x221x41@ 24" O.C.

W27 STEEL BEAM-SEE PLAN

ED

RE

No. 19126 HU W.

SECTION

BASE PLATE 11"x 58"x11" W/ 4-3/4" DIAMETER ADHESIVE BOLTS

PLYWOOD SHEATHINGSEE ARCH

RG E OG I S TER I A

*

CONT L6x321x1/4- WELD TO L's 5 8"

SWAINSBORO, ALBANY, ROME, SAVANNAH AND ATHENS

4" BRICKSEE ARCH

11

TOS 32'-2 16" AFF

JAMES W. BUCKLEY & ASSOCIATES INC. -- ARCHITECTS

BENT PLATE W/ HOLES @ 24" O.C.

7"

CONT

3 3 1_2x__ x31_2 16

SECTIONS

3 1/2"

ROOF DECK TYPE RD3

III

CONT HSS12x4x 1_4

CONT. L5x3x1/4(SLV) W/ 5/8"DIA. THRUBOLTS @ 32" O.C.

Y,

4

CONT L3x3x 1_4WELD TO JOISTS

TOS VARIES

SAVANNAH, GEORGIA

12

BLESSED SACRAMENT SCHOOL- PHASE I

STIFFENER PLATES @ 24" O.C.

CONT L4x4x1/4

WARNING: Contractors, subcontractors, vendors and suppliers are advised that the contract documents consist of Architect-reproduced printed, bound and numbered specifications, Architectreproduced printed, bound and numbered blue- or black-line prints, addenda, post-bid addenda, and change orders only. Documents reproduced by parties other than the Architect, whether in hard copy or in electronic format, shall not be considered part of the contract documents and do not supersede the provisions of the contract documents. The contractor, subcontractors, vendors and suppliers are solely responsible for verification that information utilized in bidding, development of shop drawings, and construction of the facility are identical to the contract documents.

3 __ " 16

L4x4x1/4x0'-4" EACH OUTRIGGER

29'-1 1/2" A.F.F.

ROOF DECK TYPE RD1

4'-8"

PRE-ENGINEERED METAL ROOF TRUSSES @ 24" MAX. O.C.

33'-4 " A.F.F.

OSB PLYWOOD DECKING

1'-9"

3 _" 4

12" JOISTSEE PLAN

SEE ARCH

APPROVED BY

K S3.2

03/24/2016 PROJECT DATE

10114 PROJECT NUMBER

18" DEEP ROOF JOIST

1'-2"

SECTION

6"

SHEET NUMBER:

8" REINFORCED CMU-SEE SCHEDULE FOR REINFORCING SIZE AND SPACING

R S3.2

SAUSSY ENGINEERING

2

400 Johnny Mercer Boulevard Suite E P.O. Box 30597 Savannah, Georgia 31410 Phone: (912) 898-8255 Fax: (912) 898-1882 PROJECT NO. 15003

S3.2 Copyright (c) 2008 All Rights Reserved.