Addendum_#1_-_Clay_Co_FS24_-_Struct_(2026_02-17).pdf

T/CONC.

ROD DIA.

("D")

HOLE DIA. PLATE WASHER

3/4" 1 5/16"

7/8" 1 9/16"

1/4"x2"x2"

NOTES:

1. ANCHOR ROD SHALL BE ASTM F1554 (GRADE 36) UNO, THREADED EACH END WITH NUT AT BOTTOM.

PLATE WASHER AT BOTTOM NUT IS NOT REQUIRED. INCREASE FOOTING THICKNESS AT ANCHOR RODS

ONLY TO PROVIDE MIN. 4" COVER.

2. PLATE WASHERS SHALL HAVE HOLE WITH DIAMETER EQUAL TO ROD DIAMETER + 1/16".

CIRCULAR OR SQUARE WASHERS ARE ACCEPTABLE.

3. OPTIONAL: PROVIDE A HEAVY HEX HEAD BOLT IN LIEU OF THE THREADED ROD WITH HEX NUT AT

BOTTOM.

B/CONC.

("D") (ROD DIA.)

PLATE WASHERS

(SEE SCH. FOR SIZE)

HEAVY HEX NUT, TYP.

TACK

AS

R

EQ

D

M

IN

. 5

PR

O

J.

EM

BE

D M

EN

T

"E

2"

M

IN

4"

1 1/4" 2 1/16"

1" 1 13/16"

1 1/2" 2 5/16"

5/16"x2 1/2"x2 1/2"

3/8"x3"x3"

1/2"x3"x3"

1/2"x3 1/2"x3 1/2"

EMBEDMENT

("E")

9"

12"

14"

18"

20"

1/

4" SEE COLUMN BASE

DETAIL FOR GROUT

THICKNESS

1" M

IN

TYPICAL ANCHOR ROD DETAIL

TYPE "A"

GRID

G R

ID HSS COLUMN

BASE PLATE

2" , TYP.

EQUAL EQUAL

"C"

2"

TY

P.

EQ

U

AL

EQ

U

AL

"B

AISC MIN

TYPICAL

TYPE 2 TYPE 3

TYPE 4 TYPE 5

1' - 4" 2' - 0"

2'-8". 3'-4".

SIZE OF BAR

REQUIRED

DEVELOPMENT LENGTH

STRAIGHT BARS

REQUIRED

DEVELOPMENT LENGTH

HOOKED BARS

#3 1'-4" 8 1/4" #4 1'-10" 11 1/2" #5 2'-4" 1'-3 1/4" #6 2'-9" 1'-4 1/2" #7 4'-0" 1'-7 1/4" #8 4'-7" 1'-10" #9 5'-2" 2'-0 3/4" #10 5'-10" 2'-4" #11 6'-6" 2'-7"

SIZE OF BAR. SPLICE (A) SPLICE (B)

#3 1'-1" 1'-5" #4 1'-6" 1'-11" #5 1'-10" 2'-4" #6 2'-2" 2'-10" #7 3'-2" 4'-1" #8 3'-9" 4'-11" #9 4'-8" 6'-1" #10 5'-7" 7'-3" #11 6'-7" 8'-7"

CONCRETE REINFORCING SPLICE

LENGTH SCHEDULE PER ACI 318

CONCRETE REINFORCING DEVELOPMENT

LENGTH SCHEDULE PER ACI 318

REINFORCING YEILD STRENGTH, Fy = 60 KSI CONCRETE COMPRESSIVE STRENGHT, F'c = 3,000 PSI

REINFORCING YEILD STRENGTH, Fy = 60 KSI CONCRETE COMPRESSIVE STRENGHT, F'c = 3,000 PSI

SCALE: = NTS

A4STEEL COLUMN BASE PLATE DETAIL

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M

SCHEDULES

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

M4 8" x 16" (4) #5 #2 @ 8" 2 MASONRY

M3 DOUBLE 8" x 40" (10)#5 #2 @ 8" 5 MASONRY

M2 DOUBLE 8" x 32" (8) #5 #2 @ 8" 4 MASONRY

M1 8" x 24" (6) #5 #2 @ 8" 3 MASONRY

COLUMN ID. NO. COLUMN SIZE (WxD INCHES) VERTICAL REINFORCEMENT OR BASE PLATE COLUMN TIES OR CAP PLATE TYPE REMARKS

MASONRY COLUMN SCHEDULE

TD1.0 1'-0" x CONT. x 1'-4" (2) #5 CONT. BOTTOM MONOLITHIC w/ SLAB

TD0.67 0'-8" x CONT. x 0'-8" (1) #5 CONT. BOTTOM MONOLITHIC w/ SLAB

F5.0 5'-0" x 5'-0" x 1'-4" (6) #5 CONT. EACH WAY, BOTTOM

RF5.0x15.0 5'-0" x 15'-0" x 2'-4" (5) #7 LONG WAY TOP AND BOTTOM, (14) #7 SHORT

WAY TOP AND BOTTOM (OUTER BARS IN OUTER... FOOTING NOT USED

CF2.5 2'-6" x CONT. x 1'-0" (3) #5 CONT. BOTTOM #4 @ 24"O.C. TRANSVERSE

CF2.0 2'-0" x CONT. x 1'-0" (3) #5 CONT. BOTTOM #4 @ 24"O.C. TRANSVERSE

CF1.67 1'-8" x CONT. x 1'-0" (2) #5 CONT. BOTTOM

MARK SIZE (WxLxD) REINFORCING REMARKS

FOOTING SCHEDULE

B-3 16'-0" 8" x 24" (2)#5 (2)#5 (2)#5 #3 @ 8"O.C. MASONRY BEAM

B-2 9'-4" 8" x 16" (2)#5 (2)#5 #3 @ 8"O.C. MASONRY BEAM

B-1 10'-8" 8" x 16" (2)#7 (2)#5 #3 @ 8"O.C. MASONRY BEAM

TB-6 10'-8" 8" x 24" (2)#5 (2)#5 - MASONRY TIE BEAM

TB-5 9'-4" 8" x 16" (2)#5 (2)#5 - MASONRY TIE BEAM

TB-4 19'-4" 8" x 16" (2)#5 (2)#5 - MASONRY TIE-BEAM

TB-3 19'-4" 12" x 16" (2)#5 (2)#5 - MASONRY TIE-BEAM

TB-2 10'-8" 12" x 16" (2)#5 (2)#5 - MASONRY TIE-BEAM

TB-1 10'-8" 8" x 16" (2)#5 (2)#5 - MASONRY TIE-BEAM

BOT... TOP "C" "E"

BEAM

MARK TOP OF BEAM ELEV. SIZE (W x D INCHES)

REINFORCING

#3 STIRRUPS REMARKS

MASONRY & CONCRETE BEAM SCHEDULE

C1 HSS 6x6x5/16 3/4" x 14" x 1'-2" - TYPE A 3/4" DIA. - TYPE A 1/4"

COLUMN MARK COLUMN TYPE BASE PLATE SIZE ANCHOR BOLT SIZE AND TYPE CAP PLATE SIZE REMARKS

STEEL COLUMN SCHEDULE

REVISIONS

# DATE DESCRIPTION

1 11/03/23 PERMIT REV 1

3 07/19/24 VE REV 1

4 07/25/25 90% IRC REVIEW

5 02/17/26 ADD #1

1. REFER TO ARCH. FLOOR PLAN FOR ALL OPENINGS, WALL LOCATIONS, DEPRESSED / SLOPING SLABS, ELEVATIONS AND DIMS.

2. REFER TO SHEETS S401, S402, S403 AND S404 FOR FOUNDATION SECTIONS AND DETAILS.

3. FOOTINGS & FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 AND GEO-TECHNICAL INVESTIGATION REPORT. TOP OF

FOOTING ELEVATION -1'-4" U.N.O.

4. REFER TO S001, S002, S003 AND S004 FOR ADDITIONAL GENERAL NOTES AND DESIGN CRITERIA.

5. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS TECHNIQUES, PROCEDURES OR SEQUENCE, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK, OR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

6. DENOTES 8" OR 12" CMU WALL ON PLAN. PROVIDE VERTICAL REINFORCEMENT AS INDICATED ON PLAN IN GROUTED FILLED CELLS, GROUT ALL CELLS UP TO SLAB ON GRADE, TYP. U.O.N.

7. S.F. - DENOTES TYPICAL STEP FOOTING ON PLAN REFER TO DETAIL A4/S401

8. - DENOTES GROUT FILLED CELL WITH REINF., SEE PLAN FOR SIZE AND SPACING OF REINF., TYP.

9. PROVIDE (1)#5 x 3'-0" LONG BARS @ RE-ENTRY CORNERS, REFER TO DETAIL B3/S401.

10. CF2.5 STEM WALL FOOTING REINFORCEMENT IS CONTINUOUS THROUGH CANOPY FOUNDATION, WHERE REQUIRED.

COLUMN SYMBOLS

INDICATES COLUMN BELOW

INDICATES COLUMN THRU

INDICATES COLUMN ABOVE

4" CONCRETE SLAB ON GRADE w/ 6x6-W2.1-W2.1 W.W.R. OVER 10 MIL.

VAPOR BARRIER ON COMPACTED FILL.,

TYP. U.N.O. - T/SLAB EL. 0'-0"

8" CONCRETE SLAB ON GRADE w/

#5 @ 12"O.C. EACH WAY AT

MID- DEPTH, TYP.

8" CMU WALLS w/(1)#5 VERTICAL

REINF. @ 48"O.C. CENTERED IN

GROUT FILLED CELLS , TYP. U.O.N.

C1

12" WIDE CONCRETE

CURB w/ #4 @ 12" VERT.

AND HORZ. EACH FACE

58' - 0" OUT/OUT OF CMU

4' - 8" 14' - 0" 3' - 4" 14' - 0" 3' - 4" 14' - 0" 4' - 8"

16' - 8"9' - 0" 20' - 8" 9' - 0" 10' - 0"

48' - 8" OUT/OUT OF CMU

2' - 0"

14' - 0"

58' - 0" OUT/OUT OF CMU 21' - 4"2'-0".

14' - 0" 5' - 4"4' - 8"14' - 0"3' - 4"14' - 0"3' - 4"14' - 0"4' - 8"

79' - 4" OUT/OUT OF CMU

6'

8"

" O

U T/

O U

T O

F C

M U

26' - 8"16' - 4"6' - 0"16' - 4"

38' - 8" OUT/OUT OF CMU 10' - 0"

16' - 8"

/4

/4

2'

0"

9' - 0"

7'

4"

T/FTG.

EL. -2' - 0"

F5.0 FTG.

T/FTG.

EL. -2' - 0"

F5.0 FTG.

C F1

.6

CF1.67 CF1.67

CF1.67

CF1.67

CF2.0

CF2.0

CF2.0

CF2.0

CF1.67

CF1.67

CF1.67

CF1.67

CF1.67

CF1.67

CF1.67

C F1

.6

C F1

.6

C F1

.6

C F2

.0

C F1

.6

C F2

.0

C F2

.0

C F1

.6

C F1

.6

C F1

.6

CF1.67

C F1

.6

CF1.67

CF1.67

CF1.67

CF1.67

CF1.67

CF1.67

CF1.67

CF1.67

5' - 4"

21' - 4"

C.J.

C.J.

C.J.

C.J.

C.J.

C .J

C .J

C .J

C .J

C .J

C.J.

C.J.

C.J.

C.J.

C.J.

C .J

C.J.

C.J.

C.J.

C.J.

C.J.

C .J

C .J

C .J

C

.J

C .J

C F2

.0

5' - 0" 14' - 4"

C.J.

A1 S402

A2 S402

A4 S402

A4 S402

C3 S401

A3 S402

B1 S402

B1 S402

B2 S402

B3 S402

B4 S402

B4 S402

A4 S402

A2 S402

A2 S404

A2 S404

A1 S404

A1 S404

C F2

.5

12" CMU WALLS w/(1)#5

VERTICAL REINF. @ 32"O.C.

CENTERED IN GROUT FILLED

CELLS , TYP. U.O.N.

16" DIA. CONCRETE

ENCASEMENT

T/ENCASEMENT

ELEV. +6'-0"

16" DIA. CONCRETE

ENCASEMENT

T/ENCASEMENT

ELEV. +6'-0"

8"

C1

7'

4"

8'

0"

12' - 3 1/2"

1' - 4"

8' - 8"

2'

0"

C .J

C .J

7' - 0"

4"

RECESS SLAB 2"

SEE ARCH. DWGS.

FOR DIMS.

EXTRACTOR SLAB,

12" THICK SLAB WITH #4

@ 12"O.C. EACH WAY,

TOP AND BOTTOM

RECESS SLAB 2"

SEE ARCH. DWGS.

FOR DIMS.

RECESS SLAB 1 3/4"

SEE ARCH. DWGS.

FOR DIMS.

CANOPY COLUMN

AND FTG. BY CANOPY

SUPPLIER, TYP.

4'

6"

3' - 10"

C.J.C .J

C3 S402

C .J

C.J.

RECESS SLAB 2"

SEE ARCH. DWGS.

FOR DIMS.

A3 S404

C F1

.6

C F1

.6

TD0.67

TD

0.

C3 S401

REFER TO NOTE #10

TD0.67

TD

0.

M3M2 M2M3

M1 M1

M1 M1

M3M2 M2M3TD1.0 TD1.0TD1.0

TD1.0

TD1.0

TD1.0TD1.0TD1.0

TD1.0

TD1.0

5 5 5

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M

FOUNDATION

& SLAB PLAN

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

PROJECT

NORTH

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

1 FOUNDATION/SLAB PLAN

FOUNDATION NOTES:

REVISIONS

# DATE DESCRIPTION

1 11/03/23 PERMIT REV 1

2 12/11/23 PERMIT REV 2

3 07/19/24 VE REV 1

4 07/25/25 90% IRC REVIEW

5 02/17/26 ADD #1

x xx x x

2'

8" 6'

8"

2'

8"

15' - 4" 6' - 0"

CF1.67 CONT.

C F1

.6

C O

N T.

A4 S102

A4 S102

A4 S102

SIM.

CF1.67 CONT.

C F1

.6

C O

N T.

TD

1.

4" CONCRETE SLAB ON GRADE w/ 6x6-W2.1-W2.1 W.W.R. OVER 10 MIL.

VAPOR BARRIER ON COMPACTED FILL. 12

2'

8" 6'

8"

2'

8"

15' - 4"

TB-5

TB-5

TB

-5

TB

-5

PRE-FAB PRE-ENGINEERED WOOD TRUSSES @ 24"0.C.

2x

O U

TR

IG

G

ER

S

4"

O .C

2x

O U

TR

IG

G

ER

S

4"

O .C

BB

-1

B4 S102

B4 S102

C4 S102

D R

O

PP

ED

G

AB

LE

E N

D T

R U

SS

D R

O

PP

ED

G

AB

LE

E N

D T

R U

SS

RIDGE

REFER TO MECH. DWGS.

FOR OPENING SIZE, TYP.

1. REFER TO ARCH. FLOOR PLAN FOR ALL OPENINGS, WALL LOCATIONS, DEPRESSED / SLOPING SLABS, ELEVATIONS AND DIMS.

2. REFER TO SHEETS S401, S402, S403 & S404 FOR FOUNDATION SECTIONS AND DETAILS.

3. FOOTINGS & FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 AND GEO-TECHNICAL

INVESTIGATION REPORT. TOP OF FOOTING ELEVATION -1'-4" U.N.O.

4. REFER TO S001 AND S002 FOR ADDITIONAL GENERAL NOTES AND DESIGN CRITERIA.

5. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS TECHNIQUES, PROCEDURES OR SEQUENCE, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK, OR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

6. DENOTES 8"/12" CMU WALL ON PLAN. PROVIDE VERTICAL REINFORCEMENT AS INDICATED ON PLAN IN

GROUTED FILLED CELLS, GROUT ALL CELLS UP TO SLAB ON GRADE, TYP. U.O.N.

7. S.F. - DENOTES TYPICAL STEP FOOTING ON PLAN REFER TO DETAIL A4/S401.

8. - DENOTES GROUT FILLED CELL WITH REINF., SEE PLAN FOR SIZE AND SPACING OF REINF., TYP.

9. PROVIDE (1)#5 x 3'-0" LONG BARS @ RE-ENTRY CORNERS, REFER TO DETAIL B3/S401.

CONT. BOND BEAM,

SEE PLAN, TYP.

T/BOND BEAM

ELEV. SEE PLAN

PLYWOOD ROOF SHEATHING, REFER TO

NOTES ON SHEETS S0.1 AND S0.2, TYP.

2x FACIA, REFER TO ARCH.

DWGS., TYP.

WOOD TRUSSES @ 24"O.C.,

TYP. - SEE PLAN

TYPICAL WALL REINF., SEE PLAN

FOR SIZE AND SPACING TYP.

8" CMU SEE PLAN WITH HORIZ. JOINT

REINF @ 16"O.C., TYPICAL

REFER TO

ARCH. DWGS.

TRUSS HOLD-DOWN,

SEE PLAN

T/FTG.

EL. SEE PLAN

CMU, SEE PLAN WITH HORIZ.

JOINT REINF @ 16"O.C.,

TYPICAL

2"

3"

CLR,

TYP.

DOWELS TO MATCH VERT.

REINF. w/ STD. HOOK INTO FTG., TYP.

SEE PLAN

SE

E

PL

AN

SE

E

PL

AN

SLAB ON VAPOR BARRIER

ON COMPACTED FILL, TYP.

T/SLAB

EL. SEE PLAN

TYPICAL WALL REINF.,

SEE PLAN FOR SIZE AND SPACING,

TYP.

FINISHED GRADE

EL. SEE ARCH DWGS

CONT FTG. CENTERED UNDER/CMU

WALL, TYP. - SEE PLAN

1/2" EXP. JOINT. MATERIAL w/

SEALANT TYP.

3"

8"x16" CONT. BOND BEAM, SEE PLAN, TYP.

T/BOND BEAM

ELEV. SEE PLAN

PLYWOOD ROOF SHEATHING, REFER TO

NOTES ON SHEETS S0.1 AND S0.2, TYP.

2x FACIA, REFER TO

ARCH. DWGS., TYP.

WOOD TRUSSES @ 24"O.C.,

TYP. - SEE PLAN

TYPICAL WALL REINF., SEE PLAN

FOR SIZE AND SPACING TYP.

8" CMU SEE PLAN WITH HORIZ. JOINT

REINF @ 16"O.C., TYPICAL

DROPPED GABLE END TRUSS,

SEE PLAN, TYP.

2x OUTRIGGERS @

24"O.C., TYP.

TRUSS HOLD-DOWN,

SEE PLAN

WALL SHEATHING, REFER

TO GENERAL NOTES, TYP.

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M

WELL HOUSE

FRAMING

PLANS

22003

06.23.2023

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

SCALE: 3/8" = 1'-0"

1 WELL HOUSE - FOUNDATION PLAN

SCALE: 3/8" = 1'-0"

2 WELL HOUSE - ROOF FRAMING PLAN

FOUNDATION NOTES:

SCALE: 3/4" = 1'-0"

B4SECTION AT CMU WALL @ EXTERIOR WALL

SCALE: 3/4" = 1'-0"

A4SECTION AT CMU WALL @ EXTERIOR WALL

SCALE: 3/4" = 1'-0"

C4SECTION AT CMU WALL @ EXTERIOR GABLE END WALL

REVISIONS

# DATE DESCRIPTION

1 11/03/23 PERMIT REV 1

5 02/17/26 ADD #1

xx xx x xx x x xx xx x x x xx x xx x x xx x x x x x x x xx x x

CONT FTG, SEE

PLAN AND SCHD.

FOR SIZE AND

REINF.

ADD CORNER BAR ON ALL

CONT. BARS TO MATCH

SIZE OF FTG. REINF.

STANDARD ACI BAR

DIAIMETER LAP, TYP.

PLAN VIEW AT FTG.

COMPACTED FILL, TYP.

VAPOR BARRIER, TYP.

CONCRETE SLAB SEE

PLAN FOR SIZE & REINF.

CONCRETE SLAB SEE

PLAN FOR SIZE &

REINF.

(1)#4 CONT.,

TYP.

SE

E

PL

AN

SE

E

PL

AN

SAME SIZE & NO. AS FTG.

REINF.

TOP OF FOOTING

EL. SEE PLAN

TOP OF FOOTING

EL. SEE PLAN

SEE PLAN & SCHEDULE

FOR FTG. SIZE & REINF.

S.

F.

LO

C

AT

E

AS

S

H O

W N

O N

P

LA

N S

2' -0

" M

AX

3" C

LR

. M

IN

USE WHERE

APPLICABLE

2'-0" MIN.

WWF, SEE PLAN

T/SLAB EL,

SEE PLAN

SEE PLAN

SE

E

PL

AN

CONT. FTG., SEE PLAN &

SCHEDULE FOR SIZE & REINF.

CONC. SLAB, SEE PLAN

FOR SIZE & REINF.

T/FTG. EL,

SEE PLAN

2"

2"

3"

CLR,

TYP. SEE PLAN

NOTES:

1. DELETE ISOLATION JOINTS WHERE SLAB IS PLACED AFTER COLUMNS ARE SET.

2. FOR SLAB REINF, SEE PLAN.

ISOLATION JOINT w/ BOND

BREAKER, TYP.

SE

E

PL

AN

ALT CIRCULAR

COL BLOCKOUT

2'-0" MIN

HSS TUBE

COLUMN, TYP.

T/SLAB EL,

SEE PLAN

PLAN VIEW

HSS TUBE COL, SEE PLAN, TYP.

SEE PLAN AND SCHED. FOR

FTG. SIZE AND REINF., TYP.

REMOVE ALL STANDING

WATER BEFORE GROUTING

BASE PLATE, TYP.

ANCHOR BOLTS & BASE PLATE,

REFER TO DETAIL ON SHEET

S003, TYP.

WRAP STEEL COLUMN WITH

15# FELT PAPER

1 1/2" GROUT

MINIMUM, SEE PLAN

LAP WITH SLAB

EDGE REINF.

OPENING

SLAB EDGE OR

CONSTRUCTION JOINT

(1) #5 RE-ENTRANT BAR EACH

SIDE OF OPENING AT MID-

DEPTH

135.00°

1' - 6"

3' - 0"

2" CLR.

SE

E

PL

AN

t

1/4" JOINT

WITH SEALANT

COMPACTED FILL VAPOR BARRIER

CONTRUCTION JOINTNOTE:

STOP REINF EACH SIDE OF JOINT,

TYP.

G.C. PROPOSED LOCATIONS TO

EOR

NOTES:

1. REFER TO PLANS FOR SLAB REINF.

2. t = SLAB THICKNESS, SEE PLAN

SE

E

PL

AN

t

1/4" JOINT

WITH SEALANT

COMPACTED FILL VAPOR BARRIER

CONTROL JOINT

NOTES:

1. REFER TO PLANS FOR SLAB REINF.

2. t = SLAB THICKNESS, SEE PLAN.

3. CONTRACTOR SHALL CUT SLAB CONTROL JOINTS WITHIN

8-24 HOURS OF SLAB PLACEMENT.

3/4"

3/

4" t/5 t/3 t/3

SEE

PLUMBING

DWGS

CAST IRON OR STEEL PIPE UNDER

FOOTING AND 3'-0" MIN EACH SIDE

ENCASE IN CONCRETE FOR

FOOTING WIDTH PLUS 2'-0"

EACH SIDE, TYP

COMPACTED EARTH

FOOTING, SEE PLAN

TYPICAL PIPE BENEATH THICKENED SLAB FOOTING

TOSL

SEE PLAN

WALL FRAMING,

SEE PLAN

D

96 DIA.

48 DIA. 48 DIA.

1 1/2"

D /3

D /3

D /3

(IF REQUIRED), TYP.

48 DIA. LAP SPLICE

ALL SCHEDULED LONGITUDINAL

BARS SHALL BE CONTINUOUS

THROUGH JOINT

TOP BARS

(IF REQUIRED)

ADD BARS SAME SIZE

AND SPACING AS

BOTTOM BARS, TYP.

1'

4"

2"

3" CLR,

TYP.

2"

T/SLAB

EL. SEE PLAN

#5 @ 12"O.C.

EACHWAY, TOP &

BOTTOM, TYP.

GENERATOR,

SEE MEP.

ELEVATE PAD

ABOVE ADJACENT

GRADE/SLAB, SEE

MECH. PROVIDE I.J.

AT CONC. SLAB

6" MINIMUM

ALL SIDES

6"

STOREFRONT,

SEE PLAN

T/FTG. EL,

SEE PLAN

2"

3"

CLR,

TYP. SEE PLAN

SE

E

PL

AN

SLAB ON VAPOR

BARRIER ON

COMPACTED FILL

TYP. T/SLAB. EL,

SEE PLAN

CONT FTG SEE

PLAN CENTERED

UNDER/CMU WALL

DOWELS TO MATCH VERT.

REINF w/ STD HOOK INTO FTG

@ 16" O.C. UNDER WINDOW &

DOOR OPENINGS

SE

E

PL

AN8"

CMU, SEE PLAN WITH HORIZ.

JOINT REINF @ 16" O.C., TYPICAL

#4 CONT. TOP

3"

FINISHED GRADE,

TYP.

1" SETBACK, SEE

ARCH. DWGS.

SCALE: = NTS

A2TYP CORNER FTG REINF

SCALE: = NTS

A3TYPICAL DEPRESSED SLAB DETAIL

SCALE: = NTS

A4STEP FOOTING DETAIL

SCALE: = NTS

B1TYP TURNDOWN DETAIL

SCALE: = NTS

B2TYP. INTERIOR COL. DETAIL

SCALE: = NTS

B3SLAB REINF. @ DOOR OPENING DETAIL

SCALE: = NTS

B4SLAB ON GRADE CONTROL JOINT

SCALE: = NTS

A1PIPE SLEEVE DETAIL BELOW FTG.

SCALE: = NTS

C1WALL FTG. OR THICKENED SLAB CONSTRUCTION JOINT

SCALE: 3/4" = 1'-0"

C2GENERATOR PAD DETAIL

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M

FOUNDATION

SECTIONS &

DETAILS

22003

06.23.2023

C O

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TY

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S401

BID DOCUMENTS

C

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

SCALE: 3/4" = 1'-0"

C3TURNDOWN AT STOREFRONT DETAIL

REVISIONS

# DATE DESCRIPTION

1 11/03/23 PERMIT REV 1

3 07/19/24 VE REV 1

4 07/25/25 90% IRC REVIEW

5 02/17/26 ADD #1

SLAB BLOCKOUT OR

FUTURE IN-FILL

CMU OR

CONCRETE

WALL

ADDED SLAB BARS,

(2-#4x1'-0"+3'-0"

@ 3" OC)

CMU OR CONCRETE

WALL

POTENTIAL CRACK, TYP

SLAB BLOCKOUT OR

FUTURE IN-FILL

ADDED SLAB BARS, TYP

(2-#4x4'-0" @ 3" OC)

TYPICAL RE-ENTRANT CORNER REINFORCING AT SLAB-ON-GRADE

SJ SJ

SJ

SJ

SJ

EJ

EJ

EJ

EJ

SJ

NOTES:

1. A RE-ENTRANT CORNER IS ANY SLAB CORNER WHICH MIGHT INDUCE A CRACK IN THE SLAB.

2. ADDED SLAB BAR REINFORCING IS REQUIRED AT ALL RE-ENTRANT CORNER LOCATIONS.

3. NOT ALL LOCATIONS ARE SHOWN ON PLANS.

4. PLACE ADDED SLAB BARS BENEATH AND TIED TO WWF, 2" FROM TOP OF SLAB, MAX & 1 1/2" FROM

CORNERS.

1/2"

JOINT SEALANT, SEE

SPEC FINISH FLUSH

W/ SURFACE, TYP

1/ 2"

IF REQ'D BY SPECS, PROVIDE

JOINT SEALANT, FINISH FLUSH

W/ SURFACE, TYP

M

IN

"T "/4

SAWCUT

1/8"

"T "/2

WRAP & GREASE THIS

END OF ALL DOWELS

STOP REINF (IF REQ'D)

EACH SIDE OF JOINT

1/8" SAWCUT

1/ 2"

"T "/2

PREMOULDED EXP

JOINT MATERIAL

SMOOTH DOWEL

OR DIAMOND PL,

SEE TABLE

EQ EQ

SEE TABLE

PROVIDE FULL DEPTH

BULKHEAD HELD FIRMLY

IN A VERTICAL POSTION

"T

CONT VAPOR

BARRIER, TYP

CRACK CONTROL

JOINT

CONSTRUCTION JOINT EXPANSION JOINT

AT WALL

DOWEL SIZE & SPACING

"T" ROUND SQUARE RECTANGULAR DIAMOND PLATE

5"-6"

7"-8"

9"-11"

3/4x14" LG @ 12"

1x16" LG @ 12"

1 1/4x18" LG @ 12"

3/4x14" LG @ 14"

1x16" LG @ 14"

1 1/4x32" LG @ 12"

3/8x2x12" LG @ 19"

1/2x2 1/2x12" LG @ 18"

3/4x2 1/2x12" LG @ 18"

1/4x4 1/2x4 1/2 @ 18"

3/8x4 1/2x4 1/2 @ 18"

3/4x4 1/2x4 1/2 @ 20"

NOTES:

1) JOINT SHALL BE SAWCUT BETWEEN 4 AND 12 HOURS AFTER CONCRETE IS PLACED.

2) USE STRAIGHT BULKHEAD, COAT WITH FORM OIL.

3) COAT EXPOSED VERTICAL SURFACE OF CONCRETE WITH FORM OIL BEFORE POURING ADJACENT STRIP.

4) USE CONSTRUCTION JOINT INSTEAD OF CRACK CONTROL JOINT WHEREVER CONSTRUCTION IS STOPPED OR

WHERE CALLED FOR ON PLAN.

NOTES:

1. SEE PLAN FOR LOCATIONS.

2. INTERRUPT HORIZONTAL JOINT REINFORCING & CMU BOND BEAM

REINFORCING AT CONTROL JOINTS.

PREMOLDED DUR-O-WAL RAPID

CONTROL JOINT WITH WIDE

FLANGE, OR APPROVED EQUAL,

TYP.

REINFORCED CELL EACH

SIDE OF CONTROL JOINT, FILL

WITH GROUT, TYP.

SEE PLAN FOR CMU

WALLS & REINFORCING

APPLY SEALANT ON BOTH SIDES, TYP.

CONTROL JOINT -

24'-0" OC, MAX ON EXTERIOR WALLS

28'-0" OC, MAX ON INTERIOR WALLS

DO NOT PLACE OVER OPENINGS OR CONTINUE

THROUGH CAST IN PLACE BEAMS, UNO

PLAN DETAIL

APPLY SEALANT ON BOTH SIDES

REINFORCED CELL EACH SIDE OF

CONTROL JOINT, FILL WITH GROUT

STANDARD SASH BLOCK,

EACH SIDE OF CONTROL JOINT

PREMOLDED DUR-O-WAL RAPID

CONTROL JOINT WITH WIDE FLANGE C

LR4"

C

LR3"

DOWEL W/ STANDARD HOOK OR

TERMINATE VERTICAL WITH A

STANDARD HOOK, TYP.

CONCRETE OR CMU ROOF

BEAM, TYP.

CMU WALL

SLAB ON GRADE

FOOTING OR THICKENED

SLAB, SIM.

DOWEL WITH STANDARD

HOOK, TYP.

NOTES:

1. REFER TO PLANS AND SCHEDULES FOR SIZE, NUMBER AND LOCATION OF VERTICAL REINFORCING.

2. CLEAN-OUTS AND HJR NOT SHOWN BUT ARE REQUIRED, SEE SPECIFICATIONS.

3. SPLICE LOCATIONS ARE DIAGRAMMATIC. SPLICE AS REQUIRED.

DIAGRAMMATIC ELEVATION

AT SINGLE STORY WALL

SCHEDULED REINFORCING,

TYP.

SP

LI

C E

SC

H

ED

U

LE

D

SP

LI

C E

SC

H

ED

U

LE

D

TOW

SEE PLAN

SIM

TOF

SEE PLAN

TOSL

SEE PLAN

CMU WALL

LINTEL

REINFORCING

JAMB

REINFORCING

SILL

REINFORCING

TYP

1'-4"

C

LR2"

SP

LI

C E

SC

H

ED

U

LE

D

SP

LI

C E

SC

H

ED

U

LE

D

REINFORCING SIZE AND

SPACING SAME AS WALL

ADJACENT TO OPENING

(UNO)

MATCH REINFORCING

FROM BELOW OPENING

DIAGRAMMATIC ELEVATION

WINDOW OPENING IN CMU (DOOR SIMILAR)

NOTES:

1. REFER TO PLANS AND SCHEDULES FOR SIZE, NUMBER AND LOCATION OF VERTICAL REINFORCING.

2. CLEAN-OUTS AND HJR NOT SHOWN BUT ARE REQUIRED, ,SEE SPECIFICATIONS.

3. SPLICE LOCATIONS ARE DIAGRAMMATIC. SPLICE AS REQUIRED.

C

LR2"

PREFABRICATE

D CORNER

JOINT

REINFORCING

REINFORCE 3 CELLS @ EACH

CORNER W/ SCHEDULED

WALL REINFORCING

REINFORCE 2 CELLS @ EACH

INTERSECTION W/

SCHEDULED WALL

REINFORCING

PREFABRICATED

TEE JOINT

REINFORCING

WALL REINFORCING

(HOOKS NOT SHOWN),

SEE PLAN

SEE SECTIONS, DETAILS

OR SCHEDULES FOR BEAM

REINFORCING

CONCRETE OR

MASONRY BEAMS

ADD CORNER BARS TO ALL HORIZONTAL

REINFORCING, LAP 48 BAR DIAMETERS

BEAM REINFORCING AT CORNERS / INTERSECTIONS

WALL REINFORCING AT CORNERS / INTERSECTIONS

LA

P, T

YP

B

AR

D

IA

M

ET

ER

WIDTH

SCHEDULED

WIDTH

SCHEDULED

FULL MORTAR

BED

FILL SOLID

WITH

GROUT

REINFORCED CONCRETE MASONRY UNIT (CMU) LINTELS

SCHEDULED TOP

REINFORCING

SCHEDULED

BOTTOM

REINFORCING

SCHEDULED

TIES (WHERE

REQUIRED)

MASONRY

OPENING

WIDTH

8" 12"

UP TO 4'-0" 1-#4 B

UP TO 16'-0"

UP TO 12'-0"

8"

32"

24"

REINFORCED CMU LINTEL SCHEDULE

6"

8"

NOMINAL CMU WIDTH

MINIMUM

END

BEARING

STIRRUP

SIZE &

SPACING

UP TO 6'-0"

UP TO 8'-0"

UP TO 10'-0"

UP TO 14'-0"

8"

8"

8"

16"

16"

16"

16"

#3@8"OC

#3@12"OC

#3@12"OC

16"

16"

1-#5 B & T

1-#5 B & T

16"

16"

24"

32"

REINFORCING

NOMINAL

DEPTH

2-#4 B

2-#4 B & T

2-#4 B & T

2-#5 B & T

2-#5 B & T

2-#5 B & T

2-#5 B & T

8"

32"

24"

16"

16"

24"

32"

2-#4 B

2-#4 B & T

2-#4 B & T

2-#6 B & T

2-#6 B & T

2-#6 B & T

2-#6 B & T

REINFORCED CMU LINTEL SCHEDULE NOTES:

1. MASONRY DIMENSIONS INDICATED ARE NOMINAL RATHER THAN ACTUAL DIMENSIONS.

2. MINIMUM MASONRY STRENGTH f'm SHALL BE 2000 PSI (UNLESS NOTED OTHERWISE).

3. GROUT FILL SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS OR MEET

ASTM C476.

4. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATIONS OF OPENINGS IN MASONRY WALLS

REQUIRING LINTELS.

5. TOP AND BOTTOM REINFORCING SHALL EXTEND A MINIMUM OF 16" OVER SUPPORT AT EACH END.

6. HORIZONTAL WALL REINFORCING SHALL CONTINUE THROUGH MASONRY LINTELS. WHERE BOTH HORIZONTAL WALL REINFORCING AND LINTEL REINFORCING WOULD OCCUR IN THE SAME COURSE, THE LARGER BARS SHALL BE USED.

7. EXTEND VERTICAL REINFORCING THROUGH LINTEL AT BEARINGS WHERE END VERTICAL CELL IS

REINFORCED.

8. FOR WALL ABOVE LINTEL, DOWEL VERTICAL REINFORCING INTO FULL DEPTH OF THE LINTEL OR 48

BAR DIAMETERS, WHICHEVER IS LESS.

9. HORIZONTAL JOINT REINFORCING:

A. PROVIDE STANDARD LADDER REINFORCING AT 16" OC IN LINTEL SPANS UP TO 6'.

B. PROVIDE STANDARD LADDER REINFORCING AT 8" OC IN LINTEL SPANS UP TO 12'.

C. PROVIDE HEAVY (W2.8) LADDER REINFORCING AT 8" OC IN LINTEL SPANS OVER 12'.

10. FOR CONTINUOUS LINTEL REINFORCING WHERE SPLICES ARE REQUIRED, SPLICE TOP BARS AT

MID-SPAN OF OPENINGS AND BOTTOM BARS AT PIERS OR SUPPORT LOCATIONS.

11. GROUT MASONRY LINTELS MONOLITHICALLY WITH THE SUPPORT WALL OR COLUMN AT EACH END.

12. TYPICAL LINTELS SHOWN ARE TO BE USED WHERE NO SPECIFIC LINTEL OR CAST-IN-PLACE

CONCRETE BEAM HAVE BEEN DETAILED AND ARE FOR SUPPORT OF WALL LOADS ONLY (UNO).

REINFORCING

NOMINAL

DEPTH REINFORCING

NOMINAL

DEPTH

D

EP

TH

SC

H

ED

U

LE

D

D

EP

TH

SC

H

ED

U

LE

D

2 PER CELL,

SEE SCHEDULE

1 PER CELL,

SEE SCHEDULE

JAMB

OPENING WIDTH

MASONRY JAMB

MASONRY

OPENING

WIDTH

NUMBER OF REINFORCED CELLS PER JAMB

UP TO 3'-4"

JAMB REINFORCING SCHEDULE

2-#5 PER CELL

IN 2 CELLS

OPENING IN

EXTERIOR WALL

OPENING IN

INTERIOR WALL

SPLICE LENGTH

1-#5 PER CELL

IN 1 CELL

45"

UP TO 6'-8" 2-#6 PER CELL

IN 3 CELLS

1-#5 PER CELL

IN 2 CELLS 54"

UP TO 8'-2" 2-#6 PER CELL

IN 4 CELLS N.A. 54"

8"

VA

R

IE

S, S

EE

PL

U

M B.

D W

G S.

AN

D

S

PE

C S.

8" M

IN

8"

SEE PLUMB.

DWGS.

AND SPECS. 8"

#5 @ 12"O.C. MAX., TYP.

36"

TYPICAL TRENCH FRAME,

SEE PLUMBING DWGS FOR

SIZE AND MANUFACTURER

FOR FRAME DETAILS, TYP.

NOTE:

TRENCH DRAIN FLOOR TO SLOPE TO

DRAIN PIPE, SEE PLUMB. DWGS. FOR

LOCATION OF DRAIN PIPE.

SLAB ON VAPOR BARRIER ON

COMPACTED FILL, TYP.

SEE PLAN FOR SLAB REINF.

SLAB ON VAPOR

BARRIER ON COMPACTED

FILL, TYP. SEE PLAN FOR

SLAB REINF.

(4)#5 CONT., TYP.

2" MUD SLAB AS

REQUIRED, TYP.

SETTING RODS

FOR TRENCH

DRAIN, IF

REQUIRED, TYP.

36"

SCALE: = NTS

A1RE-ENTRY CORNER REINFORCING DETAIL

SCALE: = NTS

A2TYP SLAB ON GRADE JOINTS - APPARATUS BAY

SCALE: = NTS

A3WALL CONTRIL JOINT DETAIL

SCALE: = NTS

A4CMU WALL VERTICAL REINFORCING DETAIL

SCALE: = NTS

B4WINDOW OPENING IN CMU DETAIL

SCALE: = NTS

B3WALL & BEAM REINFORCING AT CORNER DETAIL

SCALE: = NTS

B2CAST-PLACE CONCRETE LINTEL DETAIL

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M

FOUNDATION

SECTIONS &

DETAILS

22003

06.23.2023

C O

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BID DOCUMENTS

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

SCALE: 3/4" = 1'-0"

C3TYP MASONRY WALL REINF PLAN VIEW

SCALE: = NTS

C4TYPICAL TRENCH DETAIL

REVISIONS

# DATE DESCRIPTION

4 07/25/25 90% IRC REVIEW

5 02/17/26 ADD #1

8" CMU WALL WITH HORIZ.

JT. REINF. @ 16"O.C., TYP.

TYP. WALL REINF.,

SEE PLAN

T/BOND BEAM

EL. SEE PLAN

3/16" STIFFENER PLATE

EACH SIDE OF BEAM, TYP.

2"

STEEL BEAM,

SEE PLAN

BEARING PLATE,

REFER TO DETAIL A2/S603,

TYP. - 2" GROUT

GROUT BEAM POCKET SOLID WITH

GROUT SIMILAR TO CMU GROUT,

TYP.

A2/S603A2/S603

8"x16" BOND BEAM, SEE PLAN

CENTERLINE OF 8" CMU AND

ANCHOR BOLTS, TYP.

CONTINUOUS FACE SHELL

OF MASONRY ACROSS SEAT

BLOCKOUT, TYP.

1/

2"

1/

2" STEEL BEAM,

SEE PLAN

BEARING PLATE 3/4"x6"x1'-3" LONG w/ (2) 1" DIA. x 1'-2" LONG ANCHOR BOLTS w/

LEVELING NUTS AND (2) HEAVY WASHERS,

TYP. IN STANDARDS OVERSIZED HOLES

8" CMU WALL WITH HORIZ.

JT. REINF. @ 8"O.C., TYP.

CENTERLINE OF 8" CMU AND

ANCHOR BOLTS, TYP.

TYP.

1/4 1"

8" CMU WALL WITH HORIZ.

JT. REINF. @ 8"O.C., TYP.

TRUSS BEARING

EL. +19'-4"

TRUSS HOLD DOWN,

SEE PLAN

WOOD TRUSSES, SEE PLAN WOOD TRUSSES, SEE PLAN

(1) P.T. 2x8 TOP PLATE w/ (1)

1/2" DIA. A307 BOLTS AT 24"O.C.

STAGGERED, TYP.

STEEL BEAM, SEE PLAN

(2) 2x8 WOOD BLOCKING EACH SIDE OF BEAM WEB w/

1/2" DIA. BOLTS @ 24"O.C., TYP.

STEEL BEAM,

SEE PLANSTEEL BEAM,

SEE PLAN

STEEL COLUMN,

SEE PLAN

3/8" PLATE, TYP.

3" 3"

3" 3"

3/4" DIA. BOLTS, TYP.1/2"

2 1/2" 1 1/2"

4"

5/16

TYP.

CAP PLATE TO MATCH SIZE

AND WALL THICKNESS OF

COLUMN, TYP.

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M

FRAMING

SECTIONS &

DETAILS

22003

06.23.2023

C O

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S603

BID DOCUMENTS

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

SCALE: 3/4" = 1'-0"

A1SECTION AT STEEL BEAM @ APP BAY

SCALE: 1 1/2" = 1'-0"

A2DETAIL CONNECTION AT STEEL BEAM @ APP BAY

SCALE: 1" = 1'-0"

B1SECTION AT STEEL BEAM @ TRUSS BEARING AT APP BAY

SCALE: 1" = 1'-0"

B2SECTION AT STEEL BEAM AND COLUMN

REVISIONS

# DATE DESCRIPTION

1 11/03/23 PERMIT REV 1

3 07/19/24 VE REV 1

5 02/17/26 ADD #1