Attachment 8 Construction Details for Utility Shed_0001.pdf

FOUNDATION LAYOUT1

S508

S508

FOOTING SCHEDULE

MARK DIMENSIONS REINFORCEMENT

FT-1 12"X32" (3) #5 BARS CONTINUOUS

FT-1

CONCRETE SLAB-ON-GRADE, 6"

THICK WITH #5 BARS AT 18" O.C.

EACH WAY PER DETAIL 17/C502

TRUSS LAYOUT3

30'

5/8" STRUCTURAL I GRADE ROOF SHEATHING

W/ 10d NAILS @ 6"O.C. EDGE AND 12" O.C. FIELD

(TYP)

GABLE

GABLE

S508

S508

2' O.C.

TYP.

PRE-ENGINEERED

TRUSSES @ 24" O.C.

RI

DG

E

CONCRETE MASONRY WALL (CMU)

- 8x8x16 SOLID GROUTED W/ #5 AT

16" HORIZONTAL AND VERTICAL

CONCRETE CONTROL JOINTS

PER DETAIL 11/C502 (TYP)

11' 8'

WALL LAYOUT2

SLOPE SLOPE

SLOPE SLOPE

SLOPE CONCRETE 2%

MIN TO FLOOR DRAIN

4" DRAIN PIPE TO

RETENTION POND

REFER TO P108 FOR

FLOOR PLAN

S509

COORDINATE FINAL EXHAUST

LOCATION PER SHEET M103,

PROVIDE CMU WALL OPENING

PER DETAIL 22/S507

COORDINATE FINAL LOUVER

LOCATION PER SHEET M103,

PROVIDE CMU WALL OPENING

PER DETAIL 22/S507

Ben L Carter Digitally signed by Ben L Carter Date: 2020.08.05 11:57:12 -06'00'

PHASE 1

DRAWIN

G

PRE-FINISHED METAL

FASCIA OVER 2X6 SUB

FASCIA BOARD (TYP)

EXTERIOR DOOR & FRAME P101

PER ARCHITECTURAL DOOR

SCHEDULE ON AE602

8" REINFORCED CMU

WALLS

26 GAUGE PRE-FINISHED

METAL SOFFIT W/ CONT.

SOFFIT VENT (TYP)

WEST ELEVATION1 EAST ELEVATION2

NORTH/SOUTH ELEVATION3

PRE-FINISHED 24 GAUGE STANDING

SEAM METAL ROOFING W/STANDING

SEAMS AT 12" O.C. AND CONCEALED

FASTENERS (TYP) PRE-FINISHED

METAL DRIP EDGE

4" DRAIN PIPE

EXHAUST FAN (EF-1) PER

M-601 FAN SCHEDULE

1'

PUMP HOUSE NOTES:

1. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR

DOOR AND HARDWARE REQUIREMENTS.

LOUVER (LV-1) PER M-601 FAN SCHEDULE

(NORTH SIDE OF BUILDING ONLY)

Ben L Carter Digitally signed by Ben L Carter Date: 2020.08.05 11:57:34 -06'00'

PHASE 1

JAMB HEAD

1/2"

FTG DOWELS

CLR

T/CMU

(2) #5 CONT IN HORIZ BOND

BEAM AND CONTINUOUS

THROUGH MCJT

#4 STIRRUP IN FIRST CELL

EA END OF LINTEL & AT 8"

WHERE OPNG WIDTH IS

GREATER THAN 4'-0"

HORIZ WALL REINF,

TYP UNO- SEE NOTE 1

1/ 2"

C

LR

SOLID GROUT OVER

OPENING TO FLOOR

OR ROOF

UNO, (2) #5 CONT IN HORIZ BOND BM AND

CONTINUOUS THROUGH MCJT, EXTEND 2'-6"

EA SIDE OF OPNG, DO NOT SPLICE BARS

OVER OPENING

(2) #5 VERT EA SIDE OF OPNG & ENDS OF

WALL, UNO, PROVIDE MATCHING DOWELS

INTO FOOTING BELOW

LINTEL

BLOCK

1. TERMINATE HORIZONTAL REINFORCEMENT WITH STD HOOK AT

WALL ENDS & CMU CONTROL JOINTS AS SHOWN.

2. FOR OPENINGS LESS THAN 6'-0" WIDE PROVIDE SINGLE MCJT AT

ONE END OF OPENING. FOR OPENINGS GREATER THAN OR EQUAL

TO 6'-0" PROVIDE MCJT AT EACH END OF OPENING.

3. SEE DETAIL 15/S-501 FOR LINTEL REQUIREMENTS AT NEW

OPENINGS AT EXISTING WALLS

NOTES:

1/ 2"

C

LR

MASONRY CONTROL

JOINT (MCJC)- SEE

NOTE 2

TYP 90° END HOOKTYP BAR BEND DIAMETER

10 d FOR #14, #18 8 d FOR #9, #10, #11 6 d FOR #3 TO #8

D

D= b b b d b D dh d 2" MIN

TYP 180° END HOOK

4d ORb b bd D dh

2" MIN

TERMINATE TYPICAL HORIZONTAL REINF AT

CONTROL JOINT AND END WITH STD HOOK,

CONTINUE HORIZONTAL REINF IN BOND BEAM AT

T/WALL AND LINTELS THROUGH JOINT

JOINT

SEALANT

SASH BLOCK, TYP

CONTROL JOINT

KEY

(2) #5 VERTICAL REINF, IN GROUTED

CELL EACH SIDE OF JOINT

JOINT

SEALANT

NOTES:

1. K IS THE LESSER OF THE MASONRY COVER, CLEAR SPACING

BETWEEN ADJACENT BARS, OR 5 TIMES THE BAR DIAMETER

D

D

D

D db

90° bd

6 d OR4" MIN b

135°

4 d FOR #3, #4, #5 6 d FOR #6, #7, #8 b b

D=

12 d FOR #6, #7, #8 6 d FOR #3, #4, #5 b b

2'-6" EA SIDE UNO

(2) #5 ABOVE & BELOW OPENING

REINFORCING INTERRUPTED

OPENING IN MASONRY

BY OPENING

HEIGHT WHEN "H" IS GREATER

ENDS AND CONTROL JOINTS

TYPICAL FOR "H" AND/OR "W" WHEN ARE LESS THAN 1'-4"

THAN 1'-4"

(2) #5 EACH SIDE OF OPENING FULL

WHEN "W" IS GREATER THAN 1'-4"

TERMINATE W/90° HOOKS AT WALL

NOTES:

1.

W

H

HORIZ WALL REINFORCING

1. LAP EQUALS 48 BAR DIAMETERS, UNO

NOTES:

LAP

1/2"

CLR

TYP

LA

P

LAP

HORIZ WALL REINF, SEE PLANS AND

GENERAL STRUCTURAL NOTES

(2) #5 IN CELL FULL HEIGHT

HORIZ REINF, TERMINATE W/STD

HOOK AROUND VERTICAL BARS

(2) #5 IN CELL

FULL HEIGHT

(2) #5 IN CELL

FULL HEIGHT

DEVELOPMENT AND LAP SPLICE LENGTH FOR MASONRY

BAR SIZE

COVER

2 (IN) 4 (IN) 6 (IN)

K (IN) ld (IN) K (IN) ld (IN) K (IN) ld (IN)

#3 1.88 18 1.88 18 1.88 182 #4 2.00 25 2.50 24 2.50 24 #5 2.00 39 3.13 30 3.13 30 #6 2.00 54 3.75 39 3.75 39 #7 2.00 63 4.00 50 4.38 46 #8 2.00 72 4.00 72 5.00 60

MINIMUM TENSION EMBEDMENT LENGTHS (IN.)

FOR STANDARD END HOOKS ON REINFORCING BARS

BAR SIZE

NORMAL WEIGHT CONCRETE, f'c, PSI

3000 4000 5000 6000 #3 6 6 6 6 #4 8 7 6 6 #5 10 9 8 7 #6 12 10 9 9 #7 14 12 11 10 #8 16 14 12 11 #9 18 15 14 13 #10 20 17 16 14 #11 22 19 17 16 #14 38 33 29 27 #18 50 43 39 35 dh

S507

DOOR AND LINTEL REINFORCING

SCALE: NTS

S507

MASONRY CONTROL JOINT (MCJT)

SCALE: NTS

S507

BAR BENDS AND HOOK ENDS

SCALE: NTS

S507

STIRRUP AND TIE HOOKS

SCALE: NTS

S507

CMU OPENING REINFORCING

SCALE: NTS

S507

CMU WALL ENDS AND CORNERS

SCALE: NTS

S507

MASONRY DEVELOPMENT AND LAP SPLICE

SCALE: NTS

Ben L Carter Digitally signed by Ben L Carter Date: 2020.08.05 12:00:14 -06'00'

PHASE 1

2'-8"

1' M

IN

2'

M

IN

CMU WALL PER PLAN

DOWELS TO MATCH AND LAP

VERTICAL WALL REINFORCING,

ALTERNATE HOOKS AT FOOTING

FINISH GRADE

(2) #5 CONTINUOUS

SLAB PER PLAN

(3) #5 CONTINUOUS

1/4" PREMOLDED JOINT FILLER

(2) #5 CONTINUOUS SLAB PER PLAN

(3) #5 CONTINUOUS

JAMB BEYOND

1'-6"

#5 AT 18"PERMISSIBLE CJ

3" C

LR

. 1 1/

2" C

LR

6" THICK AGGREGATE BASE COURSE

6" SLAB - PER PLAN

#5 AT 12"

#5 AT 12"

2' M

IN

2'-8"

#5 @ 18" O.C. EACH WAY

VARIES

S105

MASONRY WALL FOOTING

SCALE: NTS

S105

SLAB EDGE AT OPENING

SCALE: NTS

S509

SLAB ON GRADE DETAIL

SCALE: NTS

PRE-ENGINEERED TRUSS

ROOF SHEATHING PER PLAN

2X BLOCKING BETWEEN

ROOF TRUSSES

(2) 2X8 P.T. TOP PLATES

5/8" Ø ANCHOR BOLT @ 24" O.C.

& ALL CORNERS & ENDS OF

WALL W/ MIN 7" EMBEDMENT

GALV. TIE-DOWN STRAP @

EACH RAFTER

OPTION

(2) 16d (TYP)

2X BACKING PER

TRUSS CALCS

EDGE NAILING PER PLAN

ROOF PLY W/

NAILING PER PLAN

2X FLAT OUTLOOKERS @

24" O.C. OK TO NOTCH

INTO TOP CHORD (UNO)

SHEAR PLY PER PLAN W/ 8d

@ ALL EDGES PER PLAN AND

12" O.C. FIELD TYP, (UNO)

EDGE NAILING @ TRUSS B.C.

E.N. @ TOP PLATE

A35s @ 24" O.C. AT

GABEL TRUSS TO TOP

PLATE, TYP, UNO MIN. 5/8" FIRE RETARDANT PLYWOOD CEILING

EDGE NAILING PER PLAN (TYP)

(IF BREAK IS @ BOTTOM CHORD)

16d TRUSS TO 2X6 BACKING AND

BACKING TO TOP PLATE PER

SHEAR WALL SCHEDULE

2X4 OR 2X6 STRUT

@ 48" O.C. - PASS

THROUGH TRUSSESCONCRETE MASONRY WALL

2X6 FASCIA

(2) 2X6 BLOCKING @ 48"

O.C., EA. END OF BUILDING

8d@6" O.C. INTO BLOCKING

(8) 16d INTO BLOCKING

2X6 DF FLAT BLOCKING

@ 48" O.C.

(2) A35S EACH SIDE OF

BLOCKING TO TOP PLATES

S105

TYPICAL TRUSS CONNECTION

SCALE: NTS

S105

GABLE WALL BRACING

SCALE: NTS

Ben L Carter Digitally signed by Ben L Carter Date: 2020.08.05 12:00:35 -06'00'

PHASE 1

CONCRETE MASONRY

WALL (CMU) PER PLAN

SEE DETAIL 28

S508

SEE DETAIL 25

S508

SEE DETAIL 27

S508

METAL ROOF SYSTEM OVER BASE SHEET

PRE-ENGINEERED TRUSSES

@ 24" O.C.

15/32" ROOF SHEATHING

S105

TYPICAL CROSS SECTION

SCALE: NTS

MIN. 5/8" FIRE RETARDANT

PLYWOOD CEILINGR40 INSULATION

Ben L Carter Digitally signed by Ben L Carter Date: 2020.08.05 12:01:04 -06'00'

PHASE 1