HomeMy WebLinkAboutRockwork Detail Plans1251 Carolyn Dr. Clermont, FL 34711352-241-4908P. 1 of 3
1. ENGINEERING MEETS OR EXCEEDS 2020 FLORIDA BUILDING CODE
7th EDITION, USING ASCE 7-16, 155 mph BASIC WIND SPEED.
EXPOSURE C, RISK CATEGORY II.
2. POURED CONCRETE SHALL BE 3000 PSI (MIN.)
CMU SHALL BE 1500 PSI (MIN.)
MORTER SHALL BE TYPE M
3. REINFORCEMENT BARS ARE TO BE #3 BAR
GRADE 40 UNLESS NOTED OTHERWISE. LAP AT
SPLICE SHALL BE 12" MINIMUM
4. FOOTINGS ARE DESIGNED FOR A MINIMUM
SOIL BEARING CAPACITY OF 2000 PSF.
Wayne A. Block PE # 52583
A . BELNOYCAKWNESCEIL
FLOR I D A R
E PER NIO GFNEES S LIAON
No. 52583
STATE OF
Lildon Engineering Company, Inc.
920 Sunset Shores Dr.
Minneola, Florida 34715
(352) 394-2590 Ph.& FAX
Cert. Auth. # 2898
March 11, 2021MACK7840 SADDLEBROOK DR.PORT ST. LUCIE, FL 34986DESIGN LOADS
+ WIND PRESSURE = 30 PSF
LIVE LOAD = 40 PSF
DEAD LOAD = 100 PSF
STAIRS = 40 PSF
RAILING = 200 LB POINT LOAD ANYWHERE ON RAIL
RAILING MESH = 50 LB POINT LOAD ANYWHERE ON MESH
REINFORCED CONCRETE DESIGNED FOR TOTAL VERTICAL LOAD
OF 170 PSF AND HORIZONTAL LOAD OF 40 PSF.
This item has been electronically signed and
sealed by Wayne A. Block, PE #52583. Printed
copies of this item are not official copies.
Signature must be verified on electronic copies.
+5.2’
STAIRS
9 RISERS AT 6-⅞”
11” TREAD (MIN)
+7’
+2’
+7’
+6’
+3’
PLAN VIEW
1/8” = 1’-0”
SUPPORT COLUMN
WITH FOOTING PAD
(TYP)
6x6 #2PT POST
1.25" DIA ROPE T&B
(TOP AT 36" ABOVE STAIRS)
TWINE MESH, 1-3/4x1-3/4"
OPENINGS (TYP)
PREFAB SLIDE
BY OTHERS WATERFALLB
B
A
A
1
1
’
-
0
”
(M
A
X
)
PSbox8-12” w/
#5 BAR T&B
P. 2 of 3
A . BELNOYCAKWNESCEIL
FLOR I D A R
E PER NIO GFNEES S LIAON
No. 52583
STATE OF
Wayne A. Block PE # 52583
Lildon Engineering Company, Inc.
920 Sunset Shores Dr.
Minneola, Florida 34715
(352) 394-2590 Ph.& FAX
Cert. Auth. # 2898 1251 Carolyn Dr. Clermont, FL 34711352-241-4908SEE CONSTRUCTION
DETAILS ON PAGE 3
FOOTING AT
PERIMETER
FOOTING AT
PERIMETER
STAIRS
9 RISERS AT 6-7/8”
11” TREAD (MIN)
SECTION DETAIL A - A
GRADE
GROTTO
(TYP)
HAND RAIL (SEE DETAIL)5’-2”36” (MIN)
LANDING
SUPPORT
COLUMN
FOOTING AT
PERIMETER
POOL SHELL &
BENCH BY OTHERS
WATERFALL BASIN
STEP
GROTTO
(TYP)5’-2”SECTION DETAIL B - B
POOL WATER LEVEL
SUPPORT
COLUMN
This item has been electronically signed and
sealed by Wayne A. Block, PE #52583. Printed
copies of this item are not official copies.
Signature must be verified on electronic copies.
March 11, 2021MACK7840 SADDLEBROOK DR.PORT ST. LUCIE, FL 34986PSbox8-12” w/
#5 BAR T&B
NTS
BOULDER DETAILS
POOL SHELL
PER POOL PLANS
#3 BAR x 8", 3" EMB., 12" OC
(MIN. 2 PER BOULDER, DRILL & EPOXY
AT POOL SHELL)
8x12 FTG6’MAXLARGE CONCRETE BOULDER
6" MIN
CONSTRUCT PER HORZ. &
VERT. SECTIONS
3’MAXSMALL
CONCRETE
BOULDER
5" MIN
#3 BAR x 8", 3" EMB., 12" OC
(MIN. 2 PER BOULDER, DRILL
& EPOXY AT POOL SHELL)
POOL SHELL
PER POOL PLANS
8" MIN
#3 BAR
CONT.
4’
MAX
1" COVER (MIN) AT BOTTOM
7" MIN THICKNESS
#3 BAR 12" OC EA. WAY 6" COVER (MIN) AT TOP
8'-0" MAX SPAN
TYPICAL SECTION
(PREDOMINANTLY HORIZONTAL)24x24x10 CONCRETE FTG
WITH (3) #3 BAR EA. WAY
3" COVERVARIES12'-0" (MAX)COMPACTED EARTH
12x12 CMU COLUMN
GROUT-FILLED WITH
(2) #3 BAR TO FTG
TYPICAL SECTIONS AT COLUMNS
24x24x10 CONCRETE FTG
WITH (3) #3 BAR EA. WAY
3" COVERVARIES8'-0" (MAX)COMPACTED EARTH
8x8 CMU COLUMN
GROUT-FILLED WITH
(2) #3 BAR TO FTG
POOL SHELL
PER
POOL PLANS
#3 BAR x 8", 3" EMB.
AT 12" OC DRILL & EPOXY
AT POOL SHELL
GROTTO TO SHELL CONNECTION
POOL SHELL
PER
POOL PLANS (2) #3 BAR x 8", 3" EMB.
DRILL & EPOXY
AT POOL SHELL
8x12 or 8x16 FTG
FOOTING TO SHELL CONNECTION
#3 BAR 12" OC EA. WAY
1.5" COVER
8x12 CONCRETE FTG
WITH (2) #3 BAR CONT.
6" MIN THICKNESS
TYPICAL SECTION AT PERIMETER (PREDOMINANTLY VERTICAL)
COMPACTED EARTH8'-0" (MAX) #3 BAR 8" OC EA. WAY
2" COVER
8x16 CONCRETE FTG
WITH (2) #3 BAR CONT.
8" MIN THICKNESS
COMPACTED EARTH12'-0" (MAX)P. 3 of 3
A . BELNOYCAKWNESCEIL
FLOR I D A R
E PER NIO GFNEES S LIAON
No. 52583
STATE OF 1" COV
E
R (
M
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N)
A
T
B
O
T
T
O
M
#3 BAR 12" OC 5" C
O
V
E
R (
M
I
N)
A
T
T
O
P
6" MIN THICKNESS
#3 BAR BELOW EDGE
OF EACH STEP
TYPICAL STAIR SECTION
7-5/8” RISERS &
11” TREAD
Wayne A. Block PE # 52583
Lildon Engineering Company, Inc.
920 Sunset Shores Dr.
Minneola, Florida 34715
(352) 394-2590 Ph.& FAX
Cert. Auth. # 2898 1251 Carolyn Dr. Clermont, FL 34711352-241-4908This item has been electronically signed and
sealed by Wayne A. Block, PE #52583. Printed
copies of this item are not official copies.
Signature must be verified on electronic copies.
6x6 #2PT POST
EMBEDDED 12" INTO
CONCRETE WITH
(2) #3 BAR x12"
ADJACENT POST
1.5" DIA POLYESTER
ROPE T&B
36"
TWINE MESH,
1-3/4x1-3/4" OPENINGS
NOTE: RAILING TO SUPPORT 200 LB POINT LOAD
POST & ROPE RAILING DETAIL
DRILL THROUGH CENTER
OF POST AND FASTEN w/
(2) #10x2.5” SCREWS
NET LASHED TO ROPE
T&B w/ 1/4” POLYESTER
ROPE
6x6 #2PT POST
EMBEDDED 12" INTO
CONCRETE WITH
(2) #3 BAR x12”
ADJACENT POST
1.5" DIA POLYESTER
ROPE T&B
3/4" DIA POLYESTER
ROPE, INTERTWINE
THROUGH EACH 1.75”
APERTURE IN NETTING 1/2" COPPER PIPE HANGERS
ANCHORED TO POST w/
#10x1-1/4” COATED SCREWS
AT 9” O.C.
March 11, 2021MACK7840 SADDLEBROOK DR.PORT ST. LUCIE, FL 34986VARIES9'-0" (MAX)12x12 CMU COLUMN
GROUT-FILLED WITH
(2) #3 BAR TO FTG
COLUMN SECTION AT SHELL
POOL SHELL
PER POOL PLANS
MINIMUM 12” w/
DOUBLE MAT #3
BAR 12” OC EA. WAY
#3 BARS x 12", 6" EMB.
DRILL & EPOXY
AT POOL SHELL
BOX LINTEL
PER PLAN
6” MIN COVER
VARIES9'-0" (MAX)12x12 CMU COLUMN
GROUT-FILLED WITH
(2) #3 BAR TO FTG
COLUMN SECTION w/ FOOTER
24x24x12 CONCRETE FTG
WITH (3) #3 BAR EA. WAY
3" COVERCOMPACTED EARTH
BOX LINTEL
PER PLAN
6” MIN COVER
GROTTO OVERHANG DETAIL
PSbox8-12” w/
#5 BAR T&B
4" COVER (MIN) AT TOP #3 BAR 6" OC EA. WAY
(2” COVER MIN)
36” (MAX)
1” (MIN) CLEARANCE