081387C-S101.pdf

12'-0"

(E) CMU ENCLOSURE

8x8x16 CMU

ENCLOSURE

T/SLAB TO MATCH (E)

ENCLOSURE T/SLAB,

SLOPE SLAB 1% TO (E)

SIDEWALK

A

A

(E) CONCRETE SLAB

CONTROL JOINT

SEE 3

(E) SIDEWALK

2" PREMOLDED JOINT

FILLER BETWEEN (E)

AND NEW CONCRETE

2" PREMOLDED JOINT

FILLER BETWEEN (E)

AND NEW CMU

#4 AT 16"

EACH WAY

B A R Ø

T E N S

IO

N L A P S P L

IC

E

1-#6 CONT TOP

SLAB ON GRADE OR PAVEMENT

SEE CIVIL DRAWINGS

12" MIN

C L R

C L R

A T

#4 AT 16" EACH

WAY

#4 AT 16" VERT

#4 AT 16" HORIZ

8x8x16 CMU WALL REINFORCED AS

SHOWN AND GROUTED SOLID, SPLIT

FACE, TAN TO MATCH (E), W/WATER

REPELLENT

CENTER

#5 AT 16" ALTERNATE HOOK

DIRECTION EVERY OTHER BAR

4" CONCRETE SLAB-ON-GRADE

REINFORCED WITH #3 AT 18",

ABOVE 8" GRAVEL, TURNDOWN

PER

2'-2"

ADD'L #5

BAR VERT

HORIZ BARADD'L #5

BAR VERT

OPEN END BLOCKS

THROUGHOUT

NOTES:

1. PLACE VERT REBAR

AT CL OF WALL UNO

CORNER INTERSECTIONPLAN

#6 BARS

VERT UNO

VERT REBAR

2 STD BOND BM

BLOCKS AT 4" HIGH

UNITS ONLY

HORIZ WALL

REBAR

BAR POSITIONER

OR EQUAL AT 200

db MAX FOR

POSITIONING VERT

REBAR

1/2" MIN CLR

PROVIDE CLEANOUT

AT BOTTOM COURSE

FOR GROUT POURS

GREATER THAN 5'-0"

JAMB OR WALL

END PLAN

BOND BEAM BLOCK- SECTION (AT

ALL HORIZ REBAR)

2" PREMOLDED JOINT FILLER

2'-10"

ALTERNATE BARS

CONT THRU JOINT -

OTHER BARS CUT 3"

SHORT OF JOINT EACH

SIDE

8" MIN, 14" MAX

NOTES:

1. SAWCUT JOINTS WITHIN 12 HOURS AFTER PLACING CONCRETE

2. REMOVE VOID FORM AFTER PLACING CONCRETE.

3. DEPRESS REINFORCEMENT IN VICINITY OF SAWCUT TO AVOID DAMAGING

REINFORCEMENT

CONTRACTION JOINT

T /4

S E E

N O T E S

T

8"

2- #3 CONT

P E R P L A N

REINF PER PLAN

TERMINATE HORIZ

BARS W/STD HOOKS

(E) CONSTRUCTION

2" PREMOLDED

JOINT FILLER

F O R O F F

IC

IA

L U S E O N L Y

IN

F O R M A T

IO

N S A F E G U A R D

IN

G I S R E Q U

IR

E D

T h e i n fo rm a ti o n c o n ta in e d o n t h is d ra w in g s h a ll re m a in u n d e r th e c o n tr o l o f th e o ri g in a ti n g r e q u e s te r o r a g e n c y o r it s s u c c e s s o r in f u n c ti o n a t a ll ti m e s I n fo rm a ti o n s a fe g u a rd in g i s t h e r e s p o n s ib ili ty o f th e i n d iv id u a l/ a g e n c y /c o m p a n y re q u e s ti n g t h e d a ta a n d t a k in g o ri g in a l p o s s e s s io n o f th is d ra w in g R e le a s e /d is c lo s u re o f d a ta t o a n y p a rt y b e y o n d t h e o ri g in a l re q u e s t a n d i n te n d e d u s e i s p ro h ib it e d N o p u b lic p u b lic a ti o n o f th e d a ta b y a n y m e a n s o r a n a ly s e s t h e re o f is a u th o ri z e d U p o n c o m p le ti o n o f th e u s e o f th e d a ta c o n ta in e d o n t h is d ra w in g th e d ra w in g m u s t b e r e tu rn e d o r d e s tr o y e d D ir e c t a n y q u e s ti o n s t o t h e E n g in e e ri n g S u p p o rt E le m e n t, C E S /C E C B a t -6 -4 In fo rm a ti o n s a fe g u a rd in g r e q u ir e m e n ts a re p e r A F M A N -1 A F I -3 D O D R e g .1 a n d E x e c u ti v e O rd e r w h e n a p p lic a b le

D O N O T D U P L

IC

A T E T H

IS

D R A W

IN

G O R T H E D A T A C O N T A

IN

E D O N I T

FOUNDATION PLAN

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

A

SECTION

SCALE: 1"=1'-0"

TYPICAL MASONRY WALL DETAILS

SCALE: NOT TO SCALE

CONTROL JOINT

SCALE: NOT TO SCALE

SLAB TURNDOWN

SCALE: NOT TO SCALE

1'-0" TYP

PERMISSIBLE CONSTRUCTION JOINT

#4 AT 12" EACH WAY

ROUGHEN JOINT 1/4" MIN. AMPLITUDE

EXIST. CONCRETE WITH HIT HY 150 EPOXY BY HILTI OR

#4 AT 12" EACH WAY. DRILL AND EMBED INTO

APPROVED EQUAL. EMBED BAR 4" INTO EXIST. SLAB

EXIST. SLAB ON GRADE

AT EXISTING SLAB

AT NEW SLAB

NOTES:

1. PAD SIZE SHALL BE THE MINIMUM INDICATED ON DRAWINGS OR MINIMUM TO

PROVIDE 6" CLEAR TO EMBEDDED ANCHORS OR AS INDICATED BY THE

MANUFACTURER AND APPROVED BY THE ENGINEER.

2. POST-INSTALLED ANCHORS TO BE PER DETAIL 2 ON SHEET M-502. FILL ALL

MOUNTING HOLES WITH ANCHORS.

3. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS NOTED OTHERWISE.

TYPICAL CONCRETE EQUIPMENT PAD

SCALE: NOT TO SCALE