2608-OC_Security_Wall-Struc-For_Permit_(26.08.18).pdf

A A

S.2

GB60X16

GB60X16

GB60X16

C.J.

/2

16' - 6 7/8"18' - 11 1/2"

/4

S.2

24' - 0"

C.J.

C.J.

C.J.

C.J.

E X

P J

T

/2

S.2

EXISTING BLDG

EXISTING BLDG

CA: FL 29804 , AL 3938 ,TX F-15689

J un

A

U G

6 jd f

D ra w n

B y:

D at e:

Pr oj ec t N um be r:

th es e pl an s an d th e id ea s an d co nc ep ts co nt ai ne d he re in in cl ud in g di gi ta l in fo rm at io n ar e th e pr op er ty of jd f ar ch it ec tu re an d ar e no t to be re pr od uc ed co pi ed m od if ie d, or ch an ge d in an y fo rm or m an ne r w it ho ut th e ex pr es s w ri tt en pe rm is si on an d co ns en t of jd f ar ch it ec tu re co py ri gh t c 2 h o ll yw o o d b lv d n e ft w a lt o n b e a c h fl o ri d a

.4 .2 w w w .j d fa rc h it e c tu re .c o m

A A

R ev is io ns

FO

R

P E

R M

IT

FO

R T

W A

LT

O

N B

E A

C H

, F

LO

R

ID

A

A nn ex C ou rth ou se

S ou th

E nd

L E

W

IS

T U

R N

E R

B O

U

LE

VA

R

D

E xt er io r S ec ur ity

W al l llc

S .1

W A

L L

P L

A N

1/8" = 1'-0"

1 WALL PLAN

FIN GRADE

0"

TOF

-1' - 0"

FIRST LIFT HEIGHT

9' - 0"

#6@16"OC

#5@16"OC

(2)#@5 CONT

(2)#@5 CONT

PROVIDE

90° HOOK

FILL ALL

CELLS

WITH

3,000PSI

SAND

CEMENT

GROUT

#5@12"O T&B

(5 #5 CONT T&B

5' - 0"

2' - 0 1/4" b ar d ia

#5 VERT AS SHOWN

/8

1' - 3 5/8"

SEE ARCH FOR FINISH

PVC CONTROL JOINT

FULL HEIGHT

KEYED

CONSTRUCTION JOINT

IN FOOTING

FOOTING

CONCRETE MASONRY:

1. ALL MASONRY WORK IS TO CONFORM TO ACI 530 AND 530.1.

2. CONSTRUCT REINFORCED AND UNREINFORCED MASONRY AS NOTED ON THE PLANS AND DETAILS IN ACCORDANCE

WITH THE REQUIREMENTS OF SPECIFICATION SECTION 04200 “CONCRETE UNIT MASONRY” AND 04230 “REINFORCED

UNIT MASONRY”.

3. USE CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. PROVIDE F’m AND C90 COMPLIANCE BY UNIT TEST

METHOD. USE ONLY MASONRY UNITS THAT ARE A MIN. OF 50% OF SOLID.

4. USE TYPE “S” MORTAR IN ACCORDANCE WITH ASTM C270. USE 3/8” FULL-BEDDED JOINTS FOR ALL MASONRY UNITS.

REMOVE MORTAR PROTRUDING INTO CELL CAVITIES THAT ARE TO BE REINFORCED AND GROUTED. ALLOW A MIN.

OF 24 HOURS FOR MORTAR TO CURE BEFORE PLACING GROUT.

5. USE ALL GROUT CONFORMING TO ASTM C-476 WITH A MIN. COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS, TESTED IN ACCORDANCE WITH ASTM C1019. AGGREGATE TO CONFORM TO ASTM C404 FOR COARSE GROUT AND SLUMP OF 8” TO 11”. TEST SAMPLES FOR COMPRESSIVE STRENGTH. TEST EVERY 30 YARDS OR EACH DAY’S

GROUTING.

6. FOR REINFORCED MASONRY USE STANDARD (9 GAGE CROSS AND SIDE RODS) LADDER TYPE HORIZONTAL JOINT REINFORCING IN EVERY OTHER COURSE U.O.N. USE PREFABRICATED CORNERS AND TEES AT WALL INTERSECTIONS. OVERLAP DISCONTINUOUS ENDS A MIN. OF 12”. HORIZONTAL REINFORCING SHALL CONFORM TO

ASTM A-82.

7. FOR REINFORCED MASONRY NOT OTHERWISE NOTED USE GROUTED CELLS WITH #5 AT 32” O/C. PROVIDE TWO CELLS EACH SIDE OF WALL OPENINGS, WALL INTERSECTIONS, AND AT THE ENDS OF WALLS. GROUT SOLID ALL CELLS CONTAINING REINFORCING. USE BAR SPACERS IN EVERY 6TH COURSE AND PROVIDE CLEANOUT OPENINGS

FOR EACH GROUTED CELL. SEE TYPICAL DETAILS.

8. USE 1 #5 T&B CORNER BARS WITH 2’ LEGS EACH WAY IN ALL BOND BEAMS CORNERS AND INTERSECTION. PLACE AT

EXTERIOR FACE U.O.N.

9. USE ASTM A-615 GRADE 60 REINFORCING STEEL.

10. IN HIGH-LIFT GROUTING USE A MAX. LIFT OF 4’-8’ WITH MIN. HALF HOUR MAX . ONE HOUR BETWEEN LIFTS. VIBRATE

E ACH LIFT AND RECONSOLIDATE PREVIOUS LIFT AFTER PLACING NEXT LIFT.

11. REINFORCED MASONRY WALL CONSTRUCTION SHALL BE INSPECTED BY AN ENGINEER OR ARCHITECT IN

ACCORDANCE WITH ACI 530-88/ASCE 5-88.

12. WHERE ANCHOR BOLTS ARE SET IN MASONRY WALL, FILL BLOCK CELLS WITH GROUT FOR BOLTED COURSE, ONE

COURSE ABOVE (WHERE PRACTICABLE) AND TWO COURSES BELOW ANCHOR ELEVATIONS.

13. USE PRESSURE-TREATED WOOD FOR ALL WOOD IN CONTACT WITH MASONRY.

14. PROVIDE LINTELS OR HEADERS OVER ALL MASONRY OPENINGS NOT FLUSH WITH STRUCTURAL FRAME. LINTELS OR

HEADERS TO BEAR MIN. 8 INCHES EACH SIDE OF OPENING. SEE TYPICAL DETAILS.

REINFORCED CONCRETE:

1. USE STRUCTURAL CONCRETE AND CONCRETING PRACTICES CONFORMING TO

ACI-316 AND 301 AND PROPORTION CONCRETE IN ACCORDANCE WITH ACI-318 CH. 4

AND MEETING A MIN. ULTIMATE COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS:

FOOTING 4000 PSI

GRADE BEAMS 4000 PSI

PROVIDE CURRENT (MAX. 1 YEAR OLD) STATISTICAL DATA FOR EACH CONCRETE MIX

DESIGN SUBMITTED.

2. WHERE CONCENTRATION OF REINFORCING STEEL HINDERS PROPER

CONSOLIDATION OF CONCRETE USE CONCRETE CONTAINING A SUPERPLASTICIZING

(N.R.W.R.) ADMIXTURE, ASTM C494 TYPE F. SLUMP AFTER ADDITION OF

SUPERPLASTICIZER SHALL BE 7”+1”.

3. IF CONCRETE IS PUMPED, SLUMP MAY BE INCREASED TO 6” AT THE TRUCK,

PROVIDED THE SLUMP SPECIFIED IN NOTE 2 IS MAINTAINED AT THE DISCHARGE END.

USE A MINIMUM 4-INCH PUMP, UNLESS PRE-APPROVED BY ARCHITECT. TAKE CONCRETE

SAMPLES FOR SLUMP AT TRUCK AND AT DISCHARGE END. TAKE CONCRETE SAMPLES

FOR CYLINDER TESTING AT DISCHARGE END.

4. USE ASTM A-615 GR. 60 FOR ALL REINFORCING STEEL, CONFORM TO ACI-301,

ACI-315,ACI-318, AND CRSI “MANUAL OF STANDARD PRACTICE”. ALL REINFORCING SHALL

BE ACCURATELY PLACED, RIGIDLY SUPPORTED AND FIRMLY TIED IN PLACE WITH BAR

SUPPORTS AND SPACERS IN ACCORDANCE WITH THE ABOVE REQUIREMENTS. PROVIDE

CLASS ‘B’ LAP SPLICE FOR CONTINUOUS BARS, U.O.N. LAP BOTTOM STEEL OVER

SUPPORTS AND TOP STEEL AT MIDSPAN UNLESS OTHERWISE SPECIFIED. HOOK

DISCONTINUOUS ENDS OF ALL TOP BARS AND ALL BARS IN WALLS U.O.N. USE 1” COVER

OVER REINFORCING EXCEPT AS FOLLOWS:

BOTTOM TOP SIDES

FOOTING/PILECAP 3” 2” 3”

5. USE PLAIN COLD-DRAWN ELECTRICALLY-WELDED STEEL WIRE FABRIC

CONFORMING TO ASTM A 185. SUPPLY IN FLAT SHEETS ONLY. LAP SPLICES SHALL BE

MEASURED BETWEEN THE OUTERMOST CROSS WIRES OF EACH FABRIC SHEET AND

SHALL BE NOT LESS THAN TWICE THE SPACING OF THE CROSS WIRES PLUS 2”.

6. SLEEVE ALL PIPES THROUGH SLABS INDIVIDUALLY, UNLESS APPROVED BY THE

ENGINEER. WHERE PIPES OR DUCTS PENETRATE THE SLAB, A MAXIMUM OF TWO SLAB

BARS MAY BE CUT PROVIDED THEY ARE #5 BARS OR SMALLER, PROVIDED SPLICED BARS

ARE PLACED ALONGSIDE THE OPENING IN EACH DIRECTION WITH A 36 BAR DIAMETER

SPLICE AT THE END OF EACH CUT BAR. SPLICE BARS SHALL HAVE THE EQUIVALENT

CROSS-SECTIONAL AREA AS THE CUT BARS. FOR OPENINGS LARGER THAN 6” NOT

SHOWN ON THE STRUCTURAL DRAWINGS SUBMIT SHOP DRAWINGS SHOWING SIZE AND

LOCATION FOR THE ENGINEER’S REVIEW. PROVIDE (1) #5x6’-0" EACH WAY DIAGONALLY

AT CORNERS OF ALL OPENINGS LARGER THAN 12”, UNLESS OTHERWISE NOTED.

CA: FL 29804 , AL 3938 ,TX F-15689

J un

A

U G

6 jd f

D ra w n

B y:

D at e:

Pr oj ec t N um be r:

th es e pl an s an d th e id ea s an d co nc ep ts co nt ai ne d he re in in cl ud in g di gi ta l in fo rm at io n ar e th e pr op er ty of jd f ar ch it ec tu re an d ar e no t to be re pr od uc ed co pi ed m od if ie d, or ch an ge d in an y fo rm or m an ne r w it ho ut th e ex pr es s w ri tt en pe rm is si on an d co ns en t of jd f ar ch it ec tu re co py ri gh t c 2 h o ll yw o o d b lv d n e ft w a lt o n b e a c h fl o ri d a

.4 .2 w w w .j d fa rc h it e c tu re .c o m

A A

R ev is io ns

FO

R

P E

R M

IT

FO

R T

W A

LT

O

N B

E A

C H

, F

LO

R

ID

A

A nn ex C ou rth ou se

S ou th

E nd

L E

W

IS

T U

R N

E R

B O

U

LE

VA

R

D

E xt er io r S ec ur ity

W al l llc

S .2

S E

C T

IO

N

D

E T

A

IL

S

N O

T E

S

3/4" = 1'-0"

1 WALL SECTION

1" = 1'-0"

2 DETAIL @ GATE PILASTER

1" = 1'-0"

DETAL @ CONSTRUCTION JOINT IN

CMU