HomeMy WebLinkAbout31624 SADDLE RIDGE DR_ 00-1205 (2) 31624 SADDLE RIDGE DR 00-1205 2 OF 2
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POOL AND SPA REQUIREMENTS
The following information shall be required in a clear and
legible manner. All information shall be complete. Information
shall be on the plans or on a cover sheet. —
i
Two (2) sets of plans and three (3) plot plans showing all of the,.
following with measurements shown from property lines, buildings
and patio covers.
A. Name, address, phone number of owner.
B. Name, address, phone number and type of license of any
contractors or subcontractors.
C. Pool, spa and equipment location.
D. Gas and electric meter locations. Overhead service lines and
Service pole locations.
E. List rating (horsepower, voltage, amps) of all electrical
equipment and list BTU rating of gas heater.
F. Distance and size of gas line.
G. Show all electrical outlets within 15 feet of pool/spa.
H. Handrails, ladders, slides and diving board (if any) .
I. Show the location of doors and windows within 5 ft of pool.
J. Type of construction and pool dimensions, including the
depth and adequate cross sections drawn to scale.
K. Computations, stress diagrams and other data sufficient to
*.show the correctness of plans; including reinforcing steel
schedule and details.
L. The Engineer's wet ink signature is required on pool plans
and calculations.
M. All semi-private pools and spas shall conform to California
Administrative Code Title 24 handicapped requirements
(hotels, motels, and recreation areas for lease to public or
publicly funded projects) .
N. Indoor installation of spas and hot tubs, receptacles shall
not be closer than five (5) feet to spa/tub.
0. Receptacles located within twenty (20) feet of spa or hot tub
shall be G.F.C.I.
P. Receptacles for spa/hot. tub motors shall be G.F.C.I.
protected.
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TH15 NUMBER ACCOMPANY AS REVISED
,.,r ne/•TI(1NI Al ppn1 IFSTS
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erty o/%ca FGIMIou
Typicai 6" Concrete Block Fence
Cement Coping Optional
Channel bock with One e4
Hone ontal bar at Top of all Femw"i
For Fencing 6 or Ube
Vert.bare 04 a at 4'-O'O.C.
for knces Nigher then 6
Vert.ban 84 a at 52'D.C. Is
FIII Celle Solid with Grout
Where Steel Occurs
Ke m10 sing Steel She'
Conform u Sec.A•15.39
AS T M... 4 0 11 1 1 - b 14 1
Al!steel to be upped
20'or to Code
Natural Grade
7.0aAbiro � .p �'v
ar-wr,wcue Top 6 bottom gar
O width To 16 O.C.Max.
on chart
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tCAIE:LR"•1' •
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>o 110*
GENERAL NOTES Depth of Earthtooth
V3 the Height of Fence
Mortar
One pant ples:,c cement.and three parts sand below bottom of Footing
Grout
One past cement,three and one hall parts sand
Coping
One part cement.three parts sand FOOTING REQUIREMENTS
Wall Nei I'll 6' S' 4' 3'
Concrete
Well mixed 1:21n:3+n Width o1 Footing t4' 14' 12' t2'
Thickness of Footing 10' 10' b' e'
• Max.of%2 gallons of water per seek of cement Depth of Fartht0oth 24' 20' 16' 12'
•Grout may be poured from the top of the fence Spacing of Earthtooth 12' 14' 16' 16'
• Cells and areas of horizontal reinforcement shall
be Clean clean and free of all mortar debris.ate.
• Bonds she"be provided by laying blocks in Owners Name
stre,:ner courses so the-,vertical joints alternate Joo Address
In eater.Course.
jweaM a•w.e
elbek Faroe•1 of 2•Cmt on ilehrke
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cn. t ( IL II ;1 IIAIM O.(aEt GPI Tv C*A 4 Ht wky I•MM►aF O' -raw
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A, P.LAM 11SE t LIIUTAIIDMB: c 11/l/9J MAt.TIL
1, INl6 ,ARUCIURAL PLAN IS PROVIDED AS AN 1NSiglMFX1 OF SERVICE. AND IS THE y
PROPERTY 01' T31F INGINEER. NO PART MAY BE REPRODUCED WITHOUT WRITTEN CONSENT p I/1-P �16Vd'� pip G�LI�I"f'
Of THE ENO
INEIp or Pool PIaM Ind. PLANS ARE VOID WI TNOU7 AM INK SIGMA FA , , / • • Lf / 1
2. TNfi ENGINEER OR REPRESENTATIVES OF POOL PLANS Inc. ISSUED THIS STANDARD ploT ' ! �IIK �ILr PaL�FTOA4mf••I1 huh �'r'� Y ,� `,I r�,l •••'L•• (� MI�.�. I/s�V+�•'
STRUCTURAL PLAN TO iHC OWNER 011 CONTRACTOR FOR CONSTRUCTION, ACCORDING TO •- 04Im,Ip�/ILI ..i�II �yll • .1 _ RFFM
APPL ICU LE CONDITIONS, AND MAY NOT HAV! REVIEWED SOILS REPORTS OR INSPECTED ,Y P epAP fl6b WITH (MORE• 1 �Dlr 9{wB1..a�
THE 617E AND ARE RELYING ON THE OWNER AND OR CONTRACTOR TO YERI FY IHE
. �. Io�s7le�s rA 1s9. o I A z*0's aToP' ' p WA9'1<A.lgswia,46G t -I.aNi4 ?ir �
AT 15 THE
OF THE BITE, AND APPLICABLE CONDITIONS, aE� _y.� 4. �J{i• tit�I611R• PM•1111. WA►wlPm
J. li IB 7NE OWNER'S DRAINAGES FACT TO: 1•-`�' 6 A ; G� .�L� b'
a. $Olt$.MAINTAIN SITE DRAINAGE FACILITIES AND PREVENT WATER ENTERING SUBSURFACE A e- •�eI•1A pr-P .1 V���y�e ,,Cr-
SOELS. CONTROL RODENTS AND POtUDINO WATER. O� `t, • ,rl, GL1 Gv� :, •�) 4vµ6� 6Lp ,wB.F, � a�.ID b BEEP OIMiTP Og111N1rAylr MDISi r11R t4 N1%IM AND Doff► F(MI 14 Rhos. >� M�r•M.TiAfr•.�6tF,o6l �� w M r 7"' „L P+e•
:•
a TOES! wLAN1 Apt Flat ARID 11.v1, ON $1114 THAT ARE STABLE. PROPIRLY COMPACIEO �• a4 1 --_
E 11LL t6oLID.L'4 hWt
FILL 0R NATURAL UNDI STUBBED SOIL WITH A BUSTING CAPACITY OF 1,000 P S F �- +. I - - - d 'LI NI�1.{.I/. -•�•�^-�-
S THIS/IMF SIRUCIUAI Hain" IMCI UOF6 ACTIVE SOIL PResumfe Of,
• JO - P[. 1 (L0a1 NIPANa IOIN INUEA 0 TO 10 USE SCHEDULE .Q wJ w -.- _-..._.... _ .. - Q s I O, L• CIA{, :•, /"ml�� Pr,er►PIE•IEi y _
b- 46 P.C.F. (MEDIUM) EXPANSION INDEX 17 TO TO .. USE SCHEDULE (2��•4 �, ,._ ,.a LL B �-
c. 56 - P.C.F. (NIGH) EXPANSION INDEX 71 TO I]0 .. USE SCHEOULE yt_7J 1(1 1 __.�APa_-Er�NQ. R'.•�I rL.DIA4 L CA�-�►+ L.IA.1•/ / �•1�I r d'fi� (.�^�W�rL -•A
B. A) SITES WITH EXPANSIVE INDEA'S OYF.N 170 (CRITIDAI.LY EXPAN6I Vk' $OILS) RE0ODDII-I -1• '��
SPECIAL CONS IDt RAI ON / ENOINFFRINO. (NOTE A.6). /•,•,' - ,�E=M_Ql�r - '-'--- CI N,.41 L. „ OP{l0►j�►- Ge sA��� y� IL� �.I�I/r �)
D) 1N LOS ANGELES CWNTY SCHEDULE 2 OR J 1S 70 BE USED UNLESS SOIL OR
DESIGN ENGINEER PE PORT RECOMMENDS OTHERWISE. N FPUII.Tti OAS L�•A'TIL,0 C'•.3� L1 1,� 1 1��
cl FOR POOL SITE S IN SAN DIEQO COUNTY THAT ARE N07 IN UNDISTURBED SOIL, a TraND !n(�IP�I�•'�IO sup pkA4 0IA ISW, CWNLmm®
SUBMIT SPECIFIC SOIL REPORT WITH PLANS TO SAN DIEGO BUILDING DEPARTMENT, tI C _xP'ANBIV0_ bv16•s) ,ep ay�T� �r•a.J t ft a`
7. EXPANSIVE SOILS AND HILLSIDE SITES NAVE THE POTENTIAL FDA INSTABILITY AND MAY �' •" �G��P•t!•Ir I�i'F•'AK I rT
BE SUBJECT TO CREEP AND SETTLEMENT IF EXCESSIVE WATER IS ALLOWED TO ENTER11
3Flo rl E 1cPAASI
SOIL SUBSURFACE SOILS. • r
_..
B. ON HILLSIDE SITES OR 9I1F5 THAT HAVE THE PoTENTIAt FOR INSTABILITY, Pool 2' Csol� r} # "� a. TcP �?cPAIJSIy>; 5 165 :
Plan fnc. RECOMMENDS THE OWNER OBTAIN A,bILS REPORT OR CONSULT WITH A a A � �� HoA1z, -•rILG
GEOTECHNICAL EXOIIIEER. S1FLn a7E"'/'(�B PLA'bT�i` �ILILSfI �1L�
9. IF STTE I SURCHARGE CONDITIONS EXIST THAT ARE NOT COVERED BY THIS STANDARD MIN ` 3 •Ii'OAaI�.. '•�'G-i•fiI•IAi ��STRUCTURAL PLAN, 1T IS YME CONTRACTORS t OWNERS RESPONSIBILITY TO OBTAIN ,1'
ADDITIONAL ENGINEERING OR OEIAILS, from Pool Plans Inc. �fy P71`•H/7 v�(J\�; `�TL.• ACC u �u�E�j '
• 4
10.PR0YS. FULLY DIMENSIONED PLOT PLAN, SNOWING; DISTANCES TO PROPERTY LINE, �Sp�o ��r1 A:,r VeF�r:'6TEE:L
WALLS, POOL, BARRIERS, SLOPES, MAIN AND ACCESSORY STRUCTURES, POOL EQUIPMENT, IIIIILLIIII����.. •C. , ppl,,,d��. IZI IW'T'C 611,IV-I), slee 'fa AND POWER LINES OR DROPS. CIRCLE APPLICABLE DETAILS ON THIS STRUCTURAL PLAN. 4UW1 Z1GYb0 )• DE51FY1•I Pli� y
1 (,1Q 1 UBC, UPC, USPo, NEC Art1C1e 680, CCR T-24,(CALIF. CODE Of REGULATIONS) ' '` K VBA•'r STI%BL 5@e'CHEDULe,PFl,k17Te aT p l4.L lA_IAr14L I po�L" Wp`6L'•/3HL66 M�'tf�N b�C•Y O~
PARTS 2 A 6, ARTICLE 1, UMC, AND THE NSPI DESIGN STANDARDS FOR GEOMETRY. PvoL+ La 6L p Y .II/ GOFII•I(•F,
9 NoFYIa. STGEL 4P 3G12°c,r, G
1. THE POOL, EQUIPMENT. AND LOCATION MUST COMPLY WITH TM THE LATEST EDITIONS OF ALL C • g,.y•0.4. WHphl"f"PJK
CODES. LOCAL ZONING ORDINANCES AND THE NSPI DESIGN STANDARDS FOR GEOMETRY. GLgi
2. THIS STRUCTURAL PLAN IS NON INTENDED 70 BE USED FOR NON-STRUCTURAL PERMITS, ��I
PLUMBING, ELECTRICAL. FENCING etc.
]. PUBLIC DISABLED µLERICANSI ACCESS TO THENTY ALPOOLAAND UIL POOL I ARE ASPT PER ADARA CCR TN24-2b-61 DE v sOC ` •f
I C M N,TGSMAL f 1lr'I ?�}f ):SIC:F,hf ILICN sts eo►w ' S'1rlKtcS•
1. CEMENT SMALL CONTORT TO U.B.C. VOL 9 AND A.S.SEC. C-150-65a AND C-595-66. rA, PO S'(MNL VE OMIT !,.!RISER hPl1R L• �•_-� .eyr Y•'INT Bf
2. OUNITE / SHOTCRETE TO CONFORM TO 1997 U.S.C. SEC. 1924 H
s) PROPORTIOnS OF CEMENT TO AGGREGATE IN LOOSE DRY VOLUMES SHALL SE NOT LESS IZ5jb 1t�Pr�ttolPO#''
I,� ���.1
THAN 1 TO IN. ACCURATELY MEASURED. 2B DAY COMPRESSIVE STRENGTH TO BE M200.
AXIMUM
,Tv1At=LOD•D "-J PWWL "LlIP � E W�L I
P.S.I. MIN. HASHED BAND DI BE USED IN CUNT TE. SHOTCRETE MAXIMUM = A AS,JFL,/ �51F,WFII.P.SS�REI°li GsFtrlls'.T ','
AGGREGATE SIZE 3/4" INCHES IN DIAMETER. r j1 1 J .•�•" '•
b) CURING: DURING NNE CURT NO PERIODS. SHOTCRETE TEMPERATURE SHALL BE L L e• a• 4ALV. A b E 'I'iP �- Ill'}„lµ r7U 'PION r�K-'� O V / �I • '•''
MAINTAINED ABOVE 40% 1, AND MOIST. INITIAL GOING AND IN SECTIONS PO� PEAV� �- � ��•
THICKER THAN 12- SHOTCRETE SHALL BE KEPT CONTINUOUSLY MDI Si FOR 24 I10UR$ ^" _�-•
FINAL CURIOS SMALL CONSIST OF A FOG SPRAY OR AN APPROVED MOISTURE- "� boEJD 'f0 3'(L•EL vi4 • i _
RETAINING COVER OR MEMBRANE FOR SEVEN DAYS AFTER SHOTCRETING. % I,pW, Q L -MIr1 •11'O ejryL}DIED/ PEES �/CO c) STRUCTURAL SPECIAL INSPECTION 15 REQUIREC DURING THE TAKING Of TEST 4 /' Li IL be L•1rm 6J,an`D qpD Z•WT3 S
5PEC1MENi5 L PLACING OF ALL SHOTCRETE WORK NOT FULLY SUPPORTED ON EARTM. . ?:-i- r
• SPECIAt INSPECTION MAY BE REQUIRED IN SOME JURISDICTIONS, AND THOSE LISTED -1.4. n0. HPI' WALL1.. � 17 ,b LLElDCA, m •e, _ \«a SLID CLA'MFF) � t
BELOW WITH AN •. ` /
3. REINFORCING STEEL SHALL CONFORM 70 ASTM A-615 GA 40 AND LATEST PROVISIONS ! -.. -_._. _ / -'--- ----- - -
DElG}L.9TP.T1. Op Am1AY
WITH DEFORMATIONS. MINIMUM CLEARAP BETWEEN PARALLEL 1
_ • I1 /
,rTt y�
SULFATE
U BARS IS 2-1/2' INCHES.
..-n+r ....!.arm
4. CONCRETE iHAi WI LI 9E EMPoSED i0 BOIL CONTAINING SUI FA TE CONCENTRAT 10N5 Of !) - I.,I I} Y •� "� _-- _
MORE THAN 2%SHALL BE MADE WITH TYPE V CEMENT. _-�/'r PP•OV�.O rwTr'••1 I I ,�rOO Z' HQoFS 2 .{I!. L.yL- -'�� i�11 eWNI'f�4f{/C'(ph4fJH
5. INTERIOR SURFACE OF POOL TO BE COATED WITH WHITE SFf TCA WATER PROOF PLASTER. 1 H 1
6. IN HIGH WATEA TABLE AREAS. A HYDROSTATIC RELIEF VALVE SHALL BE PROVIDED. vs%ZI4CCMD�MULTI 1--- MPFGVEC �KIHHF�- . T r, sopAq•/k,Tlet; AniD
a ' 4 E-t�PPndprtc <bNouE r Auv
QC, I,rR�P AbWI I¢iAP, Ppl�((tPAv ZI5G) oP( EO�ALI4CIA. LINLa P MITI, LOP10l.JIP,d, (XAoEv�TH7vIEJ1'C
D, DEF1f1N0: II--- I ,r
1. PROVIDE ADEQUATE YARD DRAINAGE. PREVENT; LEAKY DRAINS. WATER FROM PONDING or AE.L•A 1 CIO. ' - _ f-14F N,I P11 yIW P. 24d'rIIN=�Lift. 3*pRilp._ �vext W }
ENTERING/ SATURATING SUBSURFACE SOILS, OR DECK HEAVING.THAT DISTRESS B MAY OCCUR. � �. #IWU14p iKIVIH-- t a�I(IG so I.IIC}I&
2. DECKS UM EXPANSIVE SOIL MAY BE SUBJECT TO HEAVING THAT WAY NOT BE CN'T1IDL LED �ML I.�ALL GP�tV�/T R ,
BY THE BUILDER• r . PUMP P F0.d`1 To :tWF� -Arflivo vfo L1Ai1T FDLTU
7. iME FOLLOWING METHODS OAREIL BELIEVED TO REDUCE DECK REAVIN4 and AFTERS SD. aNl WAAfG
a) PRE-SATURATION OF SOIL L NO SATURATION OF SUBSURFACE SOILS AFTER P(OgING. Po /_ � •'t �� Q (
b) PERIMETER FOOTINGS AT DECK. C. NOW EXPANSIVE BASE UP:DEN DICK. i ee 1 L' X LI
d) CEMENTED PIPE JOINTS IN ALL DRAIN PIPING.
aw-
•) GOOD DRAINAGE Of YARD TO PREVENT WATER PONDING OR WATER UNDER DECK. 1W an
f) MAINTENANCE OF DRAINAGE FACILITIES AND POOL PLUMBING. L
34 3 ens-'fop zt3 Aa•110� ro PrtiAll follJf
p) PROVIDE PROPEN EXPANSION JOINTS AND IGIA ST3(MS AT POOL SHELL. DECK, MOUSE T •�� _
AND FOUNDATIONS OF WALLS AND OTHER RIGfO STRUCTURES.
_...._ b•tOP ♦-• .1 -- ems• w,T.. _._ L w,.
E, EMEF4r: T-24, PART 6, ARTICLE 1 SEC. 1-53161.) of the CCR. sa,IV p4 - - -' -- MIN
FOR QUTD00f1 POOLS (NOT Indoor Or SDaa) WI IN HEAT/NG SYSTEMS. PROVIDE: X P hI0 PLLIM61Nb -j I •rj �NEr`� fLmNQQQQ•
I. A PERMANENT WEATHERPROOF PLATE OR CARD THAT PROVIDES INSTRUCTIONS FOR THE JIT/{�(3) 6 PI 0 oK O LOPIfYs 3�ltr�dDHO �, �H1.S 6
ENERGY EFFICIENT OPERATION OF THE POOL AND WATER MI TH A POOL COVER. vB F•••��t �% MIN, ' V• ''f , �II Z _,.A}•6 F..6,6 Sena• v
2. A 76 INCH YIN LENGTH OF PIPE BETWEEN THE FILTER AND THE CAB, DIESEL, OR I �r,La.1 7�
ELECTRIC MEATEA, I. THE POSSIBLE FUTURE A...It.OF SOLAR HEATING EQUIPMENT. __ a,,,I@, If 3 Q I?1�G }b►�I1t• s j♦,
J. POOLS MUST ALSO BE FOU I PPED WITH A POOL COVER, MANUFACTURED AS A POOL COVER. c`-" 'JIF N I V Tf 3 C TO -• I P !9r ��.A,� AA,L �Ty
4, TIME CLOCKS MUST BE INSTALLED ON THE POOL CIRCULATION PUMP SO THAT IMF PRIMP LL �T` ,/ f(. % d I �. lO•""IZ '"w P T 5C't 66e_06pULjX r�' �Va"Ll4e<G�r
CAN BE SET 70 RUN IN 7NE OFF-PEAK ELECTRIC DEMAND PERIOD (UNLESS REQUIRED TO i' 111111 s �'}R� G O O,G, ,s6C NIA 6 g
OPERATE AN ACTIVE SOLAR POOL HEATING SYSTEM) OR FOR THE MINIMM TIME REQUIRED Ib-rHIW - I• 6• 'tc k.jdG�i -Y�+TI�k"�I"L, LL PL.MTEpr
TO MAINTAIN THE WATER IN A CLEAR AND SANITARY CONDITIONS. 00I� ll'C.A�STEEL �EG� v L S.
PROVIDE DIRECTIONAL INLETS WHICH ADEQUATELY HE THE POOL WATER TO DRF VENT •1 ' , a T �uL� a i E• + a a S HEATERS TO ION OF THE HEATED EFFICIENCY
WATER AND THE COLDER EXISTING EATERS a s
6. HEATERS TO HAVE A THERMAL Eff ICIENCY OF AT LEAST 76%WHEN TESTED PER ANSI SiD 4 m a= G
1. AN EASILY ACCESSIBLE ON/ SWITCH MOUNTED ON THE NITRIDE OF THE NEATER THAT n 4 tP,4.3G1fiDtlLJS�J
CHANGE
THE HEATER OM AMD OFF EI TIOIIT THE NEED TO RE-L IGMT THE PILOT IIGNT Oq • -.�- .
GRANGE THE THERMOSTAT SETT IRO. '
L.A. County, See additional notes of L.A. Co. ordlrwtcc Noes-0039. 2� Mlfl. 3 :I,• t,l \�y ••-%
E. TINGES! IBARRIrS) POST 97 UPC VM. 1. APPMCD1X CIAPTOR 4 - 'F`�' 9 1 (r' 1
-' Private Outdoor w}sing Pool and span still be provided with• (barrier) fence, o APPF,ovEo A7•f'i'1•VO , O PO L VEALT. 4(LWEL A Q +f K L6 STIR •
Wall building wall or•comb tlon there.[, rhlch completely surrounds the orimning 1 'A SlAr
(tool and obstructs access to the evim!irg pool. The barrier shall 1 ch the !rQILEOUL�® ARE OFF BASE I W
/pl Lo'4py0; "Zf OF LAK F ���161i7,��f r�1•.I�yppppLL��I- 1 IF ENTIRE RADIUS • �. M ,.n,
1. 'The top of the,barrier shall be at least 60 inches above grade measured on the aide �'^^ ""*�F` IU SOIL��O P�� ,. $ NOT IN NATURALS.. .shoe
of the barrier that face.away from the pool. The mxl,•mm vertical clearance 6�01N DEPT. OR APPROVED F=LL .
grade and the bottom of the barrier shall he 2 inches or 4 inches when grade 1. . IO
solid surface such as concrete. When barrier• have horizontal members spaced lase L-- 1.•. 5 P ( NI T N L
so
tosn 45 Snche.apart, the horizontal member•shall be placed on the pool aide of the 7 _
barrier. Any decorative design work on the aide away from the -rimming pool, such
as protrusions, indentation.or cutouts, which render the barrier easily climbable, Nee-
C SZ L p N }
is prohibited. I 1 ^ -
o Ue�wrr_ 2i7sNl RnUX sC1EDLLEs 45-PCF 30 PCF
2. Openings in the barrier shall not allow passage of a 1 3/4 inch diameter sphere. 11 - 9' FREESTANDING 62.4 5S .C.F. 4 4 �ED DECK sl]I. 62.4 P.C.F. 3 RAOILIS 8C1REne m Z
Ere tiene: 1. Nben vertical spacing btren such K51 Ir'•n kP:� �^oMIL D ,AE'1 � k fl[{. ed E!<PIINSI NO ]UP
.p pa p openiap- 1.45 Inches or Wore,
the opening sI..may be lncr.u.d-sell that the passage of•4 1.eb ,o M L A 1' "d 2 T 4.- STL oe N L i7.' •STL.oe D R
diameter sphere 1.not allowed. - D N T2 • BTL. ac �Al' silt. I3C
2. /eneing cbmpo..d of vertical cad horl.00t.l m."are, spacing bat_.. - - .Y L
wrtloat stsmhego rY ee Ineressed up[0 4 1aeh..Wheo the dlapssee 3'-6• 2'-4" .3` 3• 6- 3 S 6- 3'-6` 2'-4• 6• 03 f 6` 3'-6• 3--6• 3'-9` '•t6-k •3 B 12• 4 63 IT'
bar-- the top.of horizontal n.bar.1.-.than 4S lath... _ �- PCCI"" 1prIr 4'-O' 1'-0• 4'-O` 4'-3•1. Chain link fence.Geed As the barrier•hall not be less than 11 gauge. i� 7 ar I I 0 LI/rRl'r 10 �P'(! I �,� 4'-0; 2' 13- 1[. 4=0' 3'-3' .`•'
4. Acce.a gate-she 11 comply with the requirement. of items 1 through 3. Pedes[r,an T' �rtl • 4-6"
41••6` 4'-9` r:7• • 3 B b-
accees gates stall be
.elf-elosirg anted have aself-latching device. Where the ! 1 ART 1 q -1 I �' AID SWIPE dal 4TA 4!-6" 3'-O" 4. ` 4' IB..S• 4'-6• 3'-6' �'
release mechanism o[ the aelf-latchl device i.located lees than 54 inches from 7kt 5'-0• 1�•b' S'-O' S'-3• 7.5 43 B 6•
the bottom of the gate, the release mechanism shall be located on the pool aide of I; [ I4 1 ! I I I I S v� 3'-�i' 'W.r ..4a 5�O• 4-r'
the barrier at least 3 inches below the top of the gate, and the gate And barrier - S'-6• 2�0• 5'-6` S'-9• F
.hall have no opening greater than 1/2 inch within 1e inches of the release IP xwj I6 LEIS Sl"IMIE1 �� SLIp a 4AY•hEt USC '
n g ng ors from the I �-� 6W11 3--6` �.' �1e 5 6" 4 S• t•' 6.S
rcharti@a. Prcestria ache shall awl y pool. Gate. other than A • T-` 'J
pedestrian access gates shall be equipped with lockable hardrara or padlocks end F�1•I 7.01. �� (w� 3Q'�.Ep,G I.J. •a IF'Y(° IS 1 - L
shall remain locked at all time when not in use. t 6-0. 4-O• �5'.m 3•3' 6'-0' 4'-10 •3 .3• 6'-0• 2'-6• b O• 6'-3` '•7•
5. Where a Wall of a duelling unit serves as part of the barrier and contains door Z• II'Xs2 •I LE6� sj, •�� .
M RI 1{•I�L b'-6• 3•-01 6-6• 6'-9• '•9•opening.between the dwlling,unit And the swimming pool that provide direct access LF/. 'IiV•L� Ib•J O 6'-6` 4'-4" 1 '4'' - 9' 6'-6• 5'-4' ��'.
co the pool, a separation[once rating the requirements of Items 1,2,3 A 4 shall be I 7'-0" 4'-B" 6" 5' ,10• 7s 0` 5'�8• •'9• 7'-O• 3'-6• 7'-O• 7'-3•
to beep, VIDE-SUi.CA14EfiE MAIF.I G�I, ti� /LvL-) ('1?!E-TI cR= voo1.
bLeeptienr Men @pproved by the building or11c1.1, me of the followlbD may b. NLb :WIF RJdfeS i'k:vv Ice it-r +•,o�TA'f!< P,L` _IEF VA`LvE li-I Aµ "- O` •10`. • 3 B 3•
ueedr 6'-0" 5'-4" 6w 12•- 4•3• B'-O" 6'-5• •-I 14 6 3• 7'•T 6• 4'e,0" 7•-9• BL•
3. dell-oloclbp and -ell-Ltohlsg devices 1ssca13W m .11 door.With IWI71( HKN W/�61L. TIA-"= - •, - •1� -•3.3' .
.fesee...a. to eh.pool With the nLsse rcbenien I-Need a mibimla -
of s4 lnohee.berg the 11aps. 9'-O" 6'-0' 7.3• 7� .1!•5 9'-O• -7'-3' rll' .'-O• 4=6• Y'-9` 9'�O• _
2. A. slaw l..t.11ed en.21 dapgo With direct accos. to the pool. Th.
.harm shall ee,led continuously for•dnlar of 10 eeeends WI WI,.era. 10'-O` 6'-B` :4y •B.$ �17.5 10'-O• 9'-0' 12.5 S=6" S'-O• 9'-9"' 10'-0• •12r ••.•!•'
capable•teos thevid doer.ed!ss sereeb, If pre-ene, are opened, and M 11 eY: ,G,d.I�
capable of dooriling a sound pro mum laves of not logo than SS dY W6ap R E f N F B R C I N B 8 C M E O Y E B Cs
r.swed iedeors at SO feet. The alarm shall automatically resat under
all condition . The:lean-yeti shall be equipped With•atruel roe.,
such.. a touchpad or switch, eo taycrarily deactivate the.Lon for- IOILDINO BOBf.BABOB ■I• m 3' IRr• S 6 e _ ApgA0901)N
.!Dole opening. Such deactivation shell lose no longer then is @@condo. AppaOVall, SW. PLAN P
f6a desatlwtien Sba11 lost r 10OW than SS rcoal.. rho d.ecebgolo. �I� 's-I NOR13. STEEL TO BE 9• o.c. MEN Aw BICE.OS 10•
@rlrah::all M tapered at I..IC 54 lbobss abere W tArashold of the COMM COSTA CO. .. 9400.3 � ��r`•�f}1 f� H CO 3r 4• 51 EF 7• •r or m . a 6Il:a
ER �T#�,_ �NY gJJ�a V ER LINE
R.6... A D•T YE6S1
door. 1, Oehag ors Of Pfflt.;Off"I@ e l be Swept Ogg ea sd b ..the of XrW CO. ............ 140 � � . . . . . . S-II RAISED FOND aO' O .
dwree or traralr atJ43@Med le re less ram We atbrded b may of Los Af10SLtS co. ..... z6oeo 4S PCI4 T 7 E.S 9 it 13• 14 1S 4p A:E�
the device-described.btrn. 3 STORY 1110D 3• FOR EATEN LINE 1F.EXACT MIITfl1 DEPTH
I.OeelREel
ONTARIO• note 0.2.e. 4.97 UBC - �
D.flssr•r^�'' 19giM.E.C. ARTICLE 090 (OR LATEST EDITION). PA STL .3 • E• B 4 • 3• tr,Q �'q p
ORA"ODIMrY ....... 93091C . 8-III USE pF-jllis FLAN FOR CONSTRUCTION Is ACKNOWILEI VINT THE
1. ALL frTAL PARTS OF THE SHELL, WET NICHES ETC. AND ALL METAL WITHIN S' OF THE BIMI VALLKY .. .. 6-115-A
POOL OHALL BE BONDED TOGETHER AND GROUNDED. BAW 6BOmAaDIKO CO. .. 9670111225A00 UMBER ACCOM '1DEFTOIi ! B• 30• 13• 14• BUILDER Iw READ AND UNDBRSTMEDS> NOTE.ANT• INS OR MILL y Q' >4
. THIS N INSPECTION
REQUESTS tQ,)REVISED ----- RAKE ll(E.OPIER AM1111E OF TEEe oEINERs RESFONBISILITY. W m ben A
2. POOL S SPA LIGHTS. OUTLETS, J' BoxEB sto. TO BE G.F.I.C. PRo7ECTED. SAN DISOO fLABTBR PLAN a100 CITY r} CAK
S J. PROVIDE A OUTLET NO CLOSER THAN 10' AND NO MORE THAN 15' FROM PL X.WATER. BAN DING CO. .. 100 Al.l. CITY F xp.
4. ELECTRICAL INSPECTION FOR BONDING IS REQUIRED PRIOR TO APPROVAL FOR GUNITE.
14 idl[II OLAelflar = -
1. Ba[etY Ol azlnU per VUC Standard 24-1 is required in wells Not loncoa..sad ne The -ram -_.___._._._.._- i i
oil fil B N, �qF`�-%fOP�P
battler for ineonr anA outewr wimeing pools And spas Then the bottom e11ge of Ihn THESE DRAWINGS RB INSTRUMENTS OF SERVICE ARE TFE.._�.---_.___. _.__..... -•• - ...-.-- L .1
ERNARD ADAMS ,�
. ,'�•. 1 1 0 a Z ACACIA FKN iuln-E N 9�
CIVIL
glaslllg iu lecn Lh.,n oo ,nchna mhuve the pool .Ida nl the gin(f ng, cud tbu g1:1a1ny -FROPPERTV OF THE EFIGENEER AND SHALL NOT BE REPRO------- - f• l�O 1 r� ( OF CAL '
Y
_.._'-_-`-_-....._-_._.--- - BMOEN GROVE G KW SUIT F
1@ wlthln 5 leot of a nwi.ming pool or npa rater•.edge. DUCED WITHOUT THE CONSENT OF A. C. A D A M S..
as P1111A V01•MITIOR 1MK'•1SMIIIIB�
714 4 A 134- 41 * '
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APPLICANTt PLIASI INDICATE LOCATION Of WALL
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