290 BEACH AVE - POOL DRAWING Site Plan Notes Al
1. is r w1s ids ase on a ounds topo aphic,Zry
made by
t rs'l of 6th 2014.
2. See site fiff cm s plan.
3- Contractor estab ah
sh T
Building I di
See Floor= mensions are shown to outside face of foundation wall.
for Clarification.
4- Parking dimensions are shown to front of curb unless noted otherwise.
Curb&gutter dimensions are shown to back of curb unless noted
otherwise.
f. Work shown a new unless specifically noted as existing.
6. The General Contractor shall veriZ,all property lines,easements,
dimensions&setback requi he appropriate dcPartri
City o(Jacksonville Beach.
7. Construction materials,equipment&procedures shall be in general accord
with the Florida Depanment of Transportation"Standard Specifications
for Highway Constructions",latest edition,as modified by technical
8. rfic Copyright 02015 Starr Sanford
d.=Z.hall extend entirely to public streets to which they corinect, Design Associates,Inc.All rights
whether shown or not shown. reserved.The design concepts,
9- Transition smoothly from new asphalt to existing asphalt in a manner that drawings,written material,and
will facilitate the smooth flow ofwater without puddlirig or pondin& specifications of this docurrent are
the property of Stan Sanford Design
Associates,Inc.No part of these
doessivents%hall be copied,disclosed
to others,or rc%oduecd in part or
am flivea around construction aile aft f—wound Construedon Ift whole in any orm without the
ransag, SET 1/2"IRON written consent of Starr Sanford
168 So FT-------- PPE,LB3672 Deir Associates,Inc.Do not.01.
d ' dimensions only.
L- FOUND W 1'70
X, f MhU. ify the correct
CUT(3.0-S'ly)
X. DESIGNCRrrERU: dimensions with Starr Sanford
.......................
Building Classification.- Residential Design Associates,Inc.Contractor
Bitilding Type: Type V Construction shall check and verify all dimensions
and condition;of the job site.
Unless otherwise noted,project site considerations shall be the responsibility of the
owner and/or contractor.Examples of such items inchadc,but shall not be limited to,
determination of grade elevations,drainage features,and special requirements
-EP zones.
236 5.11 associated with FEMA flood hazard and/or D
The contractor is responsible for the means and methods of construction.It is the
contractor's sole responsibill to determine the procedure,sequence,and
temporary bracing as to insure t2e safety of the building and its component parts
-------— during construction.
voliallogli
Tlw contractor shall verify all conditions and dimensions at the job site prior to
commencingwork.
931.4444 Sq
The contractor shall supply,locate,and build into the work all inserts,anchors,
a -s,platen, I,shieves,hangers,slab depressions�or other components as
righe
may be required-to attich and accommodate other work.
It is the owner's and/or contractor's responsibility to obtain a soils exploration
9 TIN:design ofthe project structure assumes an allowable ittan cai
psf.The Engineer shall be notified ifsoil conditions n
t1d LIF
0
from the noted assumptions.All requirements for site preparation and soil
................ ......... ........ .. .............. ion specified in the soils report shall be followed unless mom stringent
comfraccn`ic
s are specified in these plans.
-UNK
END OF CHAN r
FENCE-0.1'
OFF LINE
WWOOD FENCE 4'WODD FENCE
FOUND 1/2'IRON LL
PrE.U310411 W vam-F-ENC-ESfilt Awca,around construMan shi-- BROCK WALL ON LINE a*Anor anxind ovistruction sair =1/2-IRON
CAP
4'CR4AM M FENCE
Total Lot Size 6,506 sq ft 100%
EXISTING SITE PLAN noung paver siluare pa— shown for it cra4caavitrAD)
Existing House sq footage finsh tread,wwlack for firil nuir over
Ist floor 1,176 sq ft 18 08% j/4"vionarbrd—h-4—pul
Garage lst floor 931 so ft 14.31% ak-enri.,ned_��Aq,w/6x6 6/6
WWM over gn�rl drainage fill--------
Auxiliary coverage(concrete,walkways) 1,201 sci Ft 18A6% hir deiath for Uniting p—
Total existing Lot coverage 3,3.8 sq ft 50.85%
Ne-House sq footage
ROVED Footprint(Under roof&fireplaces) 2,911 sq ft 44.74
APP Pooli,Coping 33 sq ft O�51%
Aux iary coverage(concrete pads) 59 sq ft 0.91%
pervious sand set pavers 412 scl ft C.5 0-/1, 206 sq ft 3,17-16
Total Lot Coverage 3,209 sq ft 19.32 C>
ON
37*-W 14
5 51 IT
419S.1 0.
1,332 1 BRicK EXTERIOR STAIR @ Top LANDING
SO IT "a SO IT 9 SO IT
noungp—Ai,squaren—how for
finnh tri rowtock ish—1-M
.33 SO IT—1
36 SO IT 3/4"moritr bed m sh—over 4—psi
376 SO IT —trained Concrete neps W/6x6
6/6 WWM—S-1 drnge fill
1,--ge
onstruction et
Project M
. .... .. ................
......... 14004
———————————— Date:
—————— ———————————— b
7/16/15
Revised:
6�506 SO FT W I., d .5.
CS 10/12/15
over 06/27/16
Sheet
.9
A1.2
SITE PLAN El aRICK EXTERIOR STAIR BoTTom LANDING FV91
t_:" i tit ef, T i 10,4,, fof de t e r r i i i r i f n�j i r r (i I r I I r 1) S e f I t k
TOIGI Head In f eel Con v
is ont-, ()f iti�- spectfied ("J�
r -1--och erslon ChGrJ
Inches Mercury (Vacuum Go
uge)
00 2 6 1 8 10 12 14 1 ti 18
.3 9.0 11.3
-- 13.6 15.8 18.1 20-3
SimPlified To.1o.1 DynG-n7-lc Heod (TD," Calculolion Worksheel
CcnnpletE STfl 'Nc0'sh,2ei i1i in Z3 4 6 6.8 9.1 11.4 13,6 15.9 18.1 20.4 22.7
4.6 6.9 -9.1 _11.4 18.2 20.4 22-7 25.0
2 13.7 5,
Determine Maximum �ystern Flow Rate: i 6.9 9.2 _�j
3 3.1
Totel C�Vrwrllic h'ec'-4 'T0H 16.0 1 18.2 20.5 2-2 3
A 4 9.2 11.5 .8 25.0
Minimum Flow Rote ReqLllrP-d, 35 gpn) Per i Comp'e�e Pf C,l;r(jf T. o r D t�'tjr co c., 1 .8 18.3 057
6
6..o 22.8 75.1 27.3 29.6
S
blonks on worksheet & of%Ilcch 5 -11.5- 13.8 __16,11 18-3 __i0.6 -22.8- 25.1 27.4 -29,6_ 31.9
1 Calculate Pool Volury 6 13.9 16.1 18.4 20.6 7-2.9 25.2 27.4 29.7 31.9 34-2
x q - - . --- __ -,
x T48 (clol./cubic foot) m(oximurn �Icw Conocitv 7 16.2 18.4 20.7 23.0 ifi.i
I Depth) (V"1
(Surl Ateo) (AW - 7.5 29.7 32.0 34.3 36.5
2. Determine preferied furnover lifne in hotir ---c)f t1le new Of Veplocerrien( pirrij, 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.8
C�A 9 20.8 23.1 25.3 27.6 29.8 32-1 34,3 36.6 38.9 41.1
x 60 (riiin, hr.)
/Hour S (ILIFTIOVEf in M_ 10 23.1 25.4 276 29.9 32.1 34.4 36.7 38.9 41-2 43.4
Deterrit Mox Flow Rate: 11 25.4 27.7 34.5 36.7 39.0 41.2 43.5 4�5.8
_47-97 //_ _____
(Vol n 90 (fwn"'.r' 'Mms Wool Vlo* Role) (f colure flow Rote) (SysterT, f 1()w pt)tt.) 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1
CD
4. r-,)p, Jet,- 0 x 6n 1_3 -32_2- 50.4
ef e t flow rate. 3A-6 36.8 39.1 41.3 43.6 45.9 48.1
1 D
(No of Jets) (Jet Flow) (Total Jet F10" RoIF) 0 __14 32-3 1 34.6 36.9 39.1 41.4 43.6 45.9 __48.2_50.4 52.7
1 1 If a variable speed purnp is used, use the max, CD - 3-4.6
1 15 36.9 39.2 41.4 43.7 45.9 48-2 50.5 52-7 55.0
purnp flow in calculations. (D 16 37.0 39.2 41.5 43.7 46.0 48A 50.5 52.8 55.0 57.3
(for single pump pool/spo combo. use the higher of No. 3 or No 4 in the following colculations for the pool & L_
=3 17 39.3 41-5 43.8 46.1 4&3 50.6 52.8 55.1 57.4 59.6
Go ____ -_ --- - - -__._
Determine Pi e Sizes: For side wall drains, use appropriate side wall drain 03 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9
flow as published by rinionufacture(. 19 43.9 4&2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2
1 J2
32-1 34 4
.5_ 367
36.8 390
jq I A I I
CL.
Branch Piping to be inch to keep velocity 0 6 fp� max. at gpm M 20 0.2 4&5 50.7 53.0 55.2 57.5 -59.8-_ 62.0 64.3 66.5
(IXIMUM System Flow Rate. 3. In-Floor suction outlet cover/grote must conform to Z_n 21 48.5 50.8 &SY 55.3 57.6 59.8 ISM 1 64-3 66.6 6&9
02 0- -1 62.1 1
Trunk Piping to be inch to keep velocity@ 8 fps max. at most recent edition of ASME/ANSI A112.19.8 and be 22 50A 53.1 55.3 7.6 59 64.4- 66.6 6&9 71.2
gpm Maximum System Flow Rote. 23 53.1 55.4 57.7 59.9 62-2 64.4_1 fiE7 69� 71 73Z
embossed with that edition approval. - r_ I
Retum Piping to be inch to keep velocity 0 10 fps max. at 1003 24 55.4 57.7 60.0 62-2 64.5 66.7 1 69.0 71.3 _a5 7"
o
gPm Maximum System Flow Rate. I. Pump & Filter make, model and location can not 25 57JI 60.0 �152.3 __64.5 66.8 69.1 1 71-) .6 75.8 78.1
26 60.1 62-3 64.6 6118 69.1 71.4 1 73.6 75-9
change without submitting a revised plans and TDH 27 62.4 64.6 66.9 1 69.2 71.4 73.7 1 75.9
Determine Simplified..TDH: worksheet. - - 80.5 87-7
28 64.7 66.9 69.2 1 71.5 1 73.7 76.0 78-2 aZ8 85.0
I Distance from pool to pump in feet: 29 67.0 69-3 1.5 73.8 76.0 7&3 80.5 85.1 87.3
30-- 69-3 fl.6 73.8 761 78.3 1 80.6 RZ9 --87.4-t:8�E.6
66'
71-
73.
76'D
r7
2, friction loss 71.6
31 73.9 76.1 7B.4 80.7 82.9 1 85-2 97.4 89.7 92.0
(in sucbon pi e) inch pipe per I - _2!_'_J
ip I -from pipe flow/fr-ct*on loss chat!) i8
%*--( I I I 32 73.9 76.2 .4 80.7 83.0 85.2 87-5 89.7 92.0 94.3
3 Friction loss (in return pipe) in inch pipe per I ft. 0 33 76.2 7&5 BO.7 93.0 85.3 87.5 89j9 92.0 __94.3 96.6
9Pm (from Pipe flo,w/friction loss chart) 34 78-5 .80.8-- 113-1 85.3 __iTli 89.8 92.1 94.4 !iiili 9119
96.7 9 101.2 1
-80.9 83.1 -------- �99 .2 94.4
4 1130 M-.4 7.6
NDTF-- FIELD TDH A#JST BE EQUAL To OR HIGHER
(1-enoth of Suct Pipe) (ft of head/l ft of Pipe) wo
5. x T�0_N THE CALCUI.ATED TDH,
(Length of Return Pipe) (Ft of head/11 ft of F
H Rf,�-po
1pe T ef) ,
Fdction
TDH in Piping: _joj�j Per Foot
Schedil-le 40 PVC Pipe
Filter loss in TDH (from filter data sheet): Veloci - Feet Per Second
[P�.W z e 6 f 8 f 10 f
Heater loss in TDH (from heater data sheet): 0.14' 21 m 0.23'-
0.35'
Y 0.08' 50 m n iA* The following cut sheets are included.
Total all other loss: I __ 0.21'
2' Q m 0.06' 0.16'
Total Simprified TDH: rn 0.05, 11 m 009' 146 M 0.13'
138 rn 0.04' 18 m
4' 234 m - 1 0.07 .227 9pm 0.10' ED Pump Heater
Selected Purrig and Main D--in Cover 0-0-Y 313 m 0.05' 392 qpm- 0.07'
,57F-Al 1 1 6 04 9pm 0.02' 712 9pm r7lFilter Thearphy Jets
Pump selection using purnp curve for r-Simplifled TDH & System Flow Rote
(1PU__M_p_m-odef and si?e ir. Horsepowei)
Mo'n Drain CovefCMPZ�SSO(o ins Water Falls
-_0-.6 os
I - 3Z6. ystem Flow Rate must not exceed approved cover flow rate) IZI Main Dra F
and Model)
Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. ED Other
Determine the Number and Typ*e of Required in-Floor Suction Outlets 6 _77�13 Swimmina Pool SDecificolion For:
type of cover coic
0 3'-0" 0 Dual Main Drains suctions outlets @ E:::7�_ prn max.flow i Ald Y P/ TZ_ 9:
0 2_q0 6I54cl� 4V&
0 0 Multi Main Drains suction outlets @ gpm max. flow �cntr,:csor:i �,iqnaturc
_5e_,o,7-r ej 1.2
1% - (2(0_326,404 Channel Drain channel drain @ gpm W/ O(IS Cc-t-octofs Fjjnl!d r4orrw- T_L4 X/7 461-1
0 4 5�5_
ED 5'0
qoqC,, 14,o.