HomeMy WebLinkAboutRevised Rockwork Detail Plans DESIGN LOADS 1. ENGINEERING MEETS OR EXCEEDS 2020 FLORIDA BUILDING CODE
WIND PRESSURE _ ±30 PSF 7th EDITION, USING ASCE 7-16, 155 mph BASIC WIND SPEED.
EXPOSURE C, RISK CATEGORY II.
LIVE LOAD = 40 PSF ig
2. POURED CONCRETE SHALL BE 3000 PSI (MIN.)
DEAD LOAD = 100 PSF CMU SHALL BE 1500 PSI (MIN.)
STAIRS = 40 PSF MORTER SHALL BE TYPE M
RAILING = 200 LB POINT LOAD ANYWHERE ON RAIL 3. REINFORCEMENT BARS ARE TO BE#3 BAR
RAILING MESH = 50 LB POINT LOAD ANYWHERE ON MESH GRADE 40 UNLESS NOTED OTHERWISE. LAP AT
SPLICE SHALL BE 12" MINIMUM
REINFORCED CONCRETE DESIGNED FOR TOTAL VERTICAL LOAD SOIL
FOOTINGS ARE DESIGNED FOR A MINIMUM M
SOIL BEARING CAPACITY OF 2000 PSF. � J
OF 170 PSF AND HORIZONTAL LOAD OF 40 PSF.
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WITH FOOTING PAD
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+7,
6x6#2PT POST
+5.2' 1.25"DIA ROPE T&B
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TWINE MESH, 1-3/4x1-3/4" do
OPENINGS(TYP) Q
+2'
STAIRS
P' 9 RISERS AT 6'/8" co
PREFAB SLIDE 11 TREAD(MIN)
BY OTHERS +7' y O J
PSbox8-12"w/ +6,
#5 BAR T&B ';'
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Lildon Engineering Company, Inc.
920 Sunset Shores Dr.
Minneola, Florida 34715
•.....� 352 394-2590 Ph.& FAX
..y �.ENB�o•. •• Cer+. Ulgltdl�y sign d
• . ';a y n e by Wayne Block
• 52583
• No.
PLAN VIEW *: Date:
= •
STATE O 2021 .03.12
1/8 1 -0
•, ^ ockam
has been le ro i I n C1 1
•;'Ao�'., LOR��P'�,� j a led byWayneA�lolk,P�tl . 170,) 0
/mac copies of this item are not official copies.
••♦`SSIONAL� ♦�♦ Signature must be verified on electronic copies.
••Name.•••
March 11, 2021
Wayne A. Block PE # 52583
HAND RAIL (SEE DETAIL)
36" MIN WATERFALL BASIN �
LANDING
r
STAIRS
9 RISERS AT 6-7/8" PSbox8-12" w/
11 TREAD (MIN) #5 BAR T&B STEP
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GROTTO GROTTO `L
(TYP) (TYP) N P0
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FOOTING AT SUPPORT FOOTING AT SUPPORT FOOTING AT
POOL SHELL & 0
C"
PERIMETER COLUMN PERIMETER BENCH BY OTHERS U-)COLUMN PERIMETER C,
COSECTION DETAIL A - A
SEE CONSTRUCTION SECTION DETAIL B - B
DETAILS ON PAGE 3
000
Top View O J
***Slide Shown Dimentioned As If Slide is Installed*** O LL
PowerBOX8 Lintels .,
„ 8"inch block width 1 1
6 —2 LINTEL LOAD TABLE(IN POUNDS PER LINEAL FOOT) (20ga. < 16'-0"span) M Uj
Gravity 3000 psi grout (16ga. — 16'-0"span) W
--- ALL LOADS ARE SUPERIMPOSED ---
SPAN PSbox8-8" PSbox8-8" PSbox8-12" PSbox8-12" PSbox8-14" PSbox8-14" PSbox8-16" PSbox8-16" PSbox8-20" PSbox8-20" PSbox8-24" PSbox8-24" PSbox8-32" PSbox8-32" PSbox8-40" PSbox840" SPAN a J
(ft) #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top&bot (ft) Q
V-6" 5568 5568 7369 7369 8269 8269 9170 9170 10971 10971 12772 12772 1'-6" Q
2'-2" 3836 3836 5074 5074 5694 5694 6313 6313 7551 7551 8789 8789 2'-2"
2'-8--1 3106 3106 4107 4107 4607 4607 5107 5107 6108 6108 7109 7109 2'-8"
3'-2" 2606 2606 3444 3444 3864 3864 4283 4283 5121 5121 5960 5960 7636 7636 9313 9313 3'-2" V)
4'-0" 2051 2051 2709 2709 3038 3038 3366 3366 4024 4024 4682 4682 5998 5998 7314 7314 4'-0"
6'— 1 " 4'-6" 1816 1816 2398 2398 2689 2689 2980 2980 3561 3561 4143 4143 5306 5306 6470 6470 4'-6 )
5'-2" 1574 1574 2077 2077 2329 2329 2580 2580 3083 3083 3586 3586 4592 4592 5598 5598 5-2" V
6'-2" 1291 1309 1726 1726 1935 1935 2143 2143 2560 2560 2977 2977 3811 3811 4644 4644 6'-2" O
1 0'—6„ 7'-0" 989 11461 1510 1510 1692 1692 1874 1874 2238 2238 2602 2602 3330 3330 4058 4058 7'-0"
8'-0" 743 996 1311 1311 1468 1468 1625 1625 1940 1940 2255 2255 2885 2885 3515 3515 8'-0"
9'-2" 552 760 1133 1133 1268 1268 1404 1404 1675 1675 1946 1946 2489 2489 3032 3032 9'-2"
10'-0" 454 629 977 1031 11541 1154 1277 1277 1524 1524 1770 1770 2263 2263 2755 2755 10'-0"
11'-2" 352 492 766 887 1023 1023 1132 1132 1349 1349 1567 1567 2003 2003 2438 2438 11'-2"
12'-0" 297 418 652 756 922 945 1045 1045 1246 1246 1446 1446 1848 1848 2249 2249 12'-0"
12'-8" 261 369 576 670 817 890 984 984 11731 1173 13611 1361 1738 1738 21161 2116 12'-8"
13'-4" 229 328 511 596 728 815 893 929 1107 1107 1285 1285 1640 1640 1996 1996 13'-4"
14'-0" 203 292 456 532 651 729 799 879 1047 1047 1215 1215 1551 1551 1887 1887 14'-0"
16'-0" 215 284 386 530 492 653 688 775 1166 1236 1524 1524 1811 1811 2098 2098 16-0"
18'-0" 157 211 286 400 367 494 519 588 891 946 1201 1336 1585 1585 1833 1833 18'-0"
18'-8" 142 192 260 365 334 452 474 539 818 869 1104 1282 1520 1520 1758 1758 18'-8" P. 2 of 3
20'-8" 104 145 195 281 254 350 365 518 641 682 869 1037 1267 1350 1560 1560 20'-8"
g,_g„
22'-8" 76 110 147 219 193 273 284 327 508 543 693 832 1014 1211 1335 1652 22'-8"
10 — 1 1 " 24'-0" 334 384 484 625 625 918 905 1131 1185 1304 24'-0"
26'-0" 1 1 1 1 1 2671 309 391 511 507 7571 7371 1026 968 1181 26'-0" Lildon Engineering Company, Inc.
m }; 920 Sunset Shores Dr.
POOL RECOMMENDATIONS MIRROR IMAGE MODEL: PS17L—S Minneola, Florida 34715
Recommended Minimum . t - 14- (352) 394-2590 Ph.& FAX
Pool Area Reserved For i � .
�-I :: �• •••••'••• Cert. Auth. # 2898
Slide Operation Is
10' x 20' With Minimum t1� _ tt . ` ' •y��' NS •• Digitally signed
Water Depth Of 42" ' ' :�Q.'•��C,E •
4 i a yneby Wayne BIC ck
BASE SPECIFICATIONS �— ,�. f No. 5*583 Date:
Ride Length 17.00' PSBox8-12" PSl9ox8-12" ;r• 202 1 .03.1 2
Centerline Length 15.00' #5 TOP #5 TOP & BOT. STATE /`/► ,
• • � �fh it has been el tr is ne
Starting Elevation 5'-2" • A• /�(j� eat 1 by Wayne A.Bl ck P 5 i ed—OS O
F `V♦ cr,ies of this item are not official copies.
Sloe 39.29 •.'Q• LQR�� • �� . p
•� • G • Signature must be verified on electronic copies.
Flume Width 32.00" • '�F •
Centerline Radius VARIES • •: ..'... • •
Designed Water Flow 75 GPM • SIONAL
•••••• March 11, 2021
Wayne A. Block PE # 52583
----------------- ----------------
6" MIN COVER 6" MIN COVER
....................... . ............
.................................
BOX LINTEL BOX LINTEL
#3 BAR x 8", 3" EMB.
PEP, PLAN PEP, PLAN
x x
8x12 or 8x16 FTG AT 12" OC DRILL & EPDXY U')Lu U')LU
AT POOL SHELL 12x12 CMU COLUMN H 12x12 CMU COLUMN
>
0
GROUT-FILLED WITH GROUT-FILLED WITH > 9
POOL SHELL POOL SHELL (2) #3 BAR TO FTG (31% (2) #3 BAR TO FTG INN!
PEP, PEP,
(2) #3 BAR x 8", 3" EMB.
POOL PLANS POOL PLANS
DRILL & EPDXY Uj
AT POOL SHELL
Ur U_
FOOTING TO SHELL CONNECTION GROTTO TO SHELL CONNECTION
............
#3 BARS x 12", 6" EMB. .......i.............
24x24x12 CONCRETE FTG E
DRILL & EPDXY
POOL SHELL COMPACTED EARTH WITH (3) #3 BAR EA. WAY trio
AT POOL SHELL : :
3" COVER
6x6 #2PT P05T PER POOL PLANS
0
EMBEDDED 12" INTO MINIMUM 12" w/ co
CONCRE
TE WITH DOUBLE MAT#3 COLUMN SECTION wl FOOTER 0 IT
6x6 #2PT POST DRILL THROUGH CENTER M -
(2) #3 BAR x12" BAR 12" OC EA. WAY 0 -zi-
EMBEDDED 12" INTO OF P05T AND FASTEN w/ ADJACENT P05T Od
LO C14
CONCRETE WITH (2) #10x2.5" ,5CPEWS
1.5" DIA POLYESTER (2) #3 BAR x12" COLUMN SECTION AT SHELL
ROPE T&B ADJACENT P05T NET LASHED TO POPE
T&B wl 1/4" POLYESTER
0
0 POPE
0
3/4" DIA POLYESTER
POPE, INTERTWINE
0
3611 0
THROUGH EACH 1.75"
112" COPPER PIPE HANGERS
APERTURE IN NETTING >ANCHORED TO P05T w/ #3 BAR 8" OC EA. WAY #3 BAR 12" OC EA. WAY
0
0 1- 1-
#10xl-1/4" COATED SCREWS 1.5" DIA POLYESTER x 2" COVER x 1.5" COVER
AT 9" O.C. POPE T&B 8" MIN THICKNESS 6" MIN THICKNESS
00 4 A
so 11
DRILL
j P
OF w/
\(2
TWINE MESH,
0
1-3/4xl-3/4" OPENINGS 0i
00
0 10 8x16 CONCRETE FTG 8x12 CONCRETE FTG
. . JR
00
WITH (2) #3 BAR CONT. WITH (2) #3 BAR CONT.
NOTE: RAILING TO SUPPORT 200 LB POINT LOAD 'Z C) 0-)
Cy)
POST & ROPE RAILING DETAIL COMPACTED EARTH COMPACTED EARTH 0 U__j
TYPICAL SECTION AT PERIMETER (PREDOMINANTLY VERTICAL) 0
� � Ld
4 LARGE CONCRETE BOULDER () 111 0
7-5/8" RISERS & <
MAX < _j J
11" TREAD SMALL CONSTRUCT PEP, HOPZ. C)
'0 5" MI VERT. SECTIONS 0
�\ #3 BAR BELOW EDGE CONCRETE
#3 BAR 12" OC 0 OF EACH STEP x BOULDER x 6" MIN <
in U)
GO 1#1 (MIN) CLEARANCE �0 -<
#3 BAR C)
CONT. z 8x12 FTG Nt
CIO #3 BAR 6" OC EA. WAY 4" COVER (MIN) AT TOP 00 0
ti V
(2" COVER MIN)
- --- ------ --------
: : 2
POOL SHELL N
•
6" MIN THICKNESS
#3 BAR x 8", 3" EMB., 12" OC
------ PER POOL PLANS
#3 BAR x 8", 3" EMB., 12" OC POOL SHELL
• (MIN. 2 PER BOULDER, DRILL & EPDXY
(MIN. 2 PER BOULDER, DRILL PER POOL PLANS AT POOL SHELL)
TYPICAL STAIR SECTION PSbox8-12"w/ & EPDXY AT POOL SHELL)
#5 BAR T&B
36" (MAX)
BOULDER DETAILS
W-10" MAX SPAN GROTTO OVERHANG DETAIL NTS P. 3 of 3
................ ........... ...........I.-
7" MIN THICKNESS
Lildon Engineering Company, Inc.
#3 BAR 12" OC EA. WAY 12x12 CMU COLUMN 8x8 CMU COLUMN 920 Sunset Shores Dr.
6" COVER (MIN) AT TOP GROUT-FILLED WITHx GROUT-FILLED WITH X Minneola, Florida 34715
tun
............................ CY
------------- (2) #3 BAR TO FT LU (2) #3 BAR TO FT LU (352) 394-2590 Pli FAX
........... ...........................0 • 1< 0 .11C Cprt. Auth. # 2898
> > C?
I" COVER (MIN) AT BOTTOM 00 Digitally signed
. .A
........0 ayn e g
by Wayne Block
GEN S
Date: 2021 .03.1 .-,
TYPICAL SECTION- N0. 52583
ck 11 :21 :21 -05'00'
.................... .............. ........................... ;;............i.
24x24xlO CONCRETE FTG 24x24xlO CONCRETE FTG
This item has been electronically signed and
(PREDOMINANTLY HORIZONTAL) sealed by Wayne A.Block,PE#52583. Printed
WITH (3)#3 BAR EA. WAY WITH (3) #3 BAR EA. WAY-. OF ■
coplesofthis[em are notofficial copies.
COMPACTED EARTH 3" COVER COMPACTED EARTH 3" COVER Signature mustbe verified on electronic copies.
TYPICAL SECTIONS AT COLUMNS ..Lo 10NPV***# March 11, 2021
#
*0 Wayne A. Block PE # 52583