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HomeMy WebLinkAboutB16-1521 047-460-038- -._'1�TT" � - -- + HALL-BL-INSTAI LED As DESCRIBED 1N THIS AHncLE-- ` Separate Mechanical Permit CEC 680.26 EoUIPOTENTIAL BOND BONDED PARTS required for the installation of 0 t (7) SHALL BE BONDED— 5 TOGETHCEBR(BOND a swimming pool heater (E) � � + . 1 � r� BONDING TOGETHER __- - -- - - lay 1 D I SIT l./1" -r ' p �) ' I ' S CEC 680.26C EquiPOTENTIAL BONDING GRID r It)rmanM ctu dei ' POO , M SHALL BE INSTALLED AS DESCRIBED BY THIS CODE—THE • ,.9, EQUIPOTENTIAL BONDING GRID SHALL 17ITEND UNDER PAVED ' / WALKING SURFACES 3FT HORIZONTALLY BEYOND THE INSIDE C• Chris er J. R. E. 1 20+ I •'�" S z ' WALLS OF THE POOL. Inc -j Poott:ngineerSn91 precede r1Ce Mrconflicts vft Siteplan, , ENERAL SPECIfICA ION (E} SHOP '- ,_ atlucturatdatat alt take �"(xL�l AREA'] dDEPTH 3 T07 . i ECUSTCM -: PERIMETER ( � ATE NO. CUSTOM ��.�p � IZE COUNTY i� ., ''N��-.- � COLOR QJS G ILIO F11LTERRATE . I{rl _ -wIM T �-.Y , G COLORN\A JUL 1 � 2Q{�I ^ - - r CAPACITY GALS. DEVELOPMENT /yam. caractTr 10 G.P.M. SERVICES n/� '(�eJ _ j�, 1 ! �D R H.P. US H.P. a� b-�\ w -.' �K, . j�� / �B� 50. FT. HATE _(© G.P.M. 1 T-- ✓- - A ��. VER 4 .... ,' HRS. M T VACUUM LINE 6 SKIMMER 2a Ic�wATT LIGHT =� ... -. • RETURN LINE .. ��. .ti /�6�" MAIN DRAIN >. 2 - - A %icH .. ... SKtMMER-MODEL' r BACKWASH TO OF %- FILL LINE . - -----.-_-.__.---- NOTE: swimmi � poen shell COITipIy lYlt�'I - ��.. !!�' -. L GHT - � ANTI -SYPHON VALVE HEATER'S . S""mmfgPool SafiefyAct ofZove g CA \ 1 NO SIZE BIU GASLtNE BY: VENTED BY: Health and Safety Codes Secti0j7s 115920- LIGHT 50O W JOOW E REST PENCE : 115929 CLOCK 220V Ln Complete An:i-Entrapment Certification Form. ' � .�$� ELECTRIC BY .Cfp n ' Provide to building inspector prior to final inspection.. f ELECTRICAL BONDING BY: (' P All ot#.da zr I Mhr �c+!R IT a g, t y POOL CLEANfRM)( BUILDING MASTER PLAN drownln g pl^tVC'ItlOn safety fea'i.Ure3 the Comply with ' �kl CHLORINATOR SALT PERMIT# �(�'Isa-� M� I_ - California Health Bred Safety Code Suction 115920- 115S23. These features shall be instwt'yd, �W LlrWT BoaaO-siZE coLOR BOARD ASSESSOR'S PA F inspected and and approved prior to plastering or fil(in g with - ----__ LADDER-Model LADDER -Model FSC water. Comply with current California Energy NOTE: SLIDE -x /f' cmo. .;. Commission requirements for swimming See the attached �,• pools, pool equipment, plumbing fittings, SwimmingSTUB Pool Requirements ' a YEso No PLUMB and heating equipment - - — o DTN TILE a coPlrvc m nsx. - WNER DECK BY: CFP - TREES. ETC. p 4 TO DETERMINE APPROXIMATE ELEVATION OF POUT ON DAY OF EXCAVATION. SCALE SCALE I/8"-= NB• SALES OFFICE PERMIT OFFICE CONCRETE REMOVAL BY: IIxI3ED BOND KF � OWNER: B TEC .PHONE No. MGR. YES O NO HEIGHT MIOTN -` JOB N0. SALESMAN FENCED, PER COUNTYSLF OR CITY ORDINAA TO NCE, OR CITY ORDINANCE. GATES 70 BE SELF MAP BOOK NO. o•e SWIMMING_' -POOL CLOSING AND SELF LATCHING. BY OWNER LEGAL DESCRIPTION, (�..� ^ L� NAMECHRI OWNER: p Af 0Y7-``4J�3O owe.».. ADDRESS 31 I IF'WK C" _. HAWK �� WET GOWN CONCRETE SHELL AT LEAST DAILY FOR I DAYS. ICC CA ` ,95973 PERMIT # (, .TWICE DO NOT TURN ON POOL LIGHT WHEN POOL LOT ti0: CROSS STREETS KEEFER RD BUTTE COUNTY aVlmt..OPMENT SERVICES IS EMPTY TRACT NO --RES. cw a' a. CHRIS a REVIEWED F011. DO N07 USE RUBBER HOSE WHEN FILLING POOL ASfT1Y1LLMARK PLASTER. BOOK PkONE 5I8-6960 BUS. PHONE CODE COMPLIA iE _,�,_PACE—BLOCK__ MAILING ADDRESS PA� • CARE—FREE POOLS DATE �I ._�-._ ®� 1 C_ 928 �— Chico, California 95surn Bili Bell wsazo: _ Contr. LiC. #380826 Phone 342-4639 - -._'1�TT" � - -- i y BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4" PER NOTE: TABLE NO. 1 GENERAL, NOTES GLAZING IN HAZARDOUS LOCATIONS BOND BEAM HORIZONTAL BARS MAY BE `( 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1/8" TO OVER OR UNDER VERTICAL BARS. SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3' CLEAR FROM EARTH). 1/4' PER FOOT AWAY FROM POOL TYPICAL INCLUDING ALL SPECIAL DETAIL 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN 2 STORY WOOD THE STRUCTURAL POOL SHELL REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. APPROVED SEALANT RECOMMENDED (PER BASIC GRID #3 1500FRAME BUILDING DETAIL #8). REQUIRED W/ EXPANSIVE SOIL TABLE 1 TABLE 5 #/FOOT MAX. COPING r1 BARS 0 12" O.C. DRAIN BOND BEAM A TABLE TABLE WATER SURFACE. - SEE TABLE #1 & DETAIL #12. DECKING. MINIMUM APPROX. 3' BELOW WIDTH PER LOCAL B �� BOND BEAM. Ln BUILDING CODE. W t C 3'-0" MIN. z Q a m COPING o w I `` c o o NO R.B.B. o M w o 3» Q � Q _:... ._ o- it - " h I¢ �: m �r s -_...� z CUR. v� x o i._._ .__. i ¢ BENCH/STEPScr - - - - " I¢ SEE OPTIONS 1 i j Z a ¢ �i UNDIISTURBED SOIL tO c r i ABOVE � I I N 1500 PSF MIN. oo r I � J '(�......................_..................... ............ .._...... _.._..........._.._..---...................... ¢ L I BEARING VALUE. i N I. ;_._........__I I __� .__ ._,.i I I r INFLUENCE LINE UNDER- .._..__. �........ ........ I .. _...._. FOR FOOTING 'C' SHOITCRETE COVER WATER I I I I i SURCHARGE To BE CHANGED # •G pJ`'�PO� LIGHT PER Q, UNIFORMLY. DETAIL 10. ( I -» --«- SEE TABLE 1 # _ _. _ ......;._..__ .. ,. 0 (' ADD #3 0 12 O.C. 6� LONGITUDINAL 0 TRANSITION ACTUAL. DIG UNE MAY->;, • • , . FOR EXP. SOILS. VARY, LOCATE STEEL TYP. FLOOR 3" CUR FROM EARTH STEEL BASKET IS NOT REQUIRED. iso€€, SURCHARGE CONDITION: 6" THICK MIN. SHOTCRETE (GUNITE) VERTICAL STEEL I. DRAIN PIPE SHALL NOT W 3 BARS 0 12' O.C. USE TABLE 1 SCHEDULE 'D', _ - 24" MIN. / # BUILDING SURCHARGE WHEN SEE TABLE 1- ENCROACH INTO GUNITE SHELL ( ) • EXTEND WALL S• NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUILD% SURCHARGE A B C D !q (3) #3 BARS (4) #3 BARS. (4) 13 BARS. CID (4) 13 BARS. E.F.P. 30 P.C.F. 45 P.C.F. 65 P.C.F. 45 P.C.F.1 D R C VERTICAL STEEL C VERTICAL STEEL C VERTICALC STEEL WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL VERTICAL STEEL 3'0" 1'-0- 3" #3 0 12" 3" #3 0 12" 3" #3 0 12" 3" #3 0 12" - 3'6" 1'-0' 3" - 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO 3" _ - 3' - 3" 4'0" V-0" 3" 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND 1.1. SYSTEM IS CERTIFIED NTH: THERMAL EFFICIENCY THAT COMPLIES NTH THE 3" 4" 4" 4'6" 1'-0" 3" N ol- 3%.5" ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 6" BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 5" 5'0" 1'-6' 3" #3 0 6" 4" #3 0 6" 5" #3 0 6" ....... 5" #3 0 6- ........... .._ ... T 5-6- 2'-0' 3" GEO8. SI NS &( SAFETY EQUIPMENT SHALLLSTANDARDS ANORCAL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 4' 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED NTH A WATER -TIGHT 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND'PROVISIONS FOR ASSISTIVE DEVICES FOR THE DISABLED. 5" 5%' 6'0" 2'-6" 3" ............. SITE. POOL LENGTH, GRADE BREAK LOCATIONS &DEPTH DIMENSIONS AS NOTED ON THE 4" PLOT PLAN SHALL COMPLY NTH SP SUGGESTED MINIMUM STANDARDS FOR 6" 5%- 6'6" 3'-0" 3" 10'0" 9" REGULATIONS AND MANUFACTURERS RECOMMENDATIONS 4%' ....... .... .. ...... .... _ ....... 7" 6%' 7'0" S-6" 3' 11'0" 9" 5" 8" 7/Z" 7'6" 4'-0" 3" 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). 5�" 9" r 8�/z" 8'0' 4'-6" 3" 6"- 8'6" 5'-0" Yj 6" 10" 1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. NO DECK/HIGH EXP, SLOPES AND STRUCTURES, 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN E.F.P. 30 P.C.F. 2. REPRESENTATIVES OF POOL' ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: 1 RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE ANY STANDING OR VERTICAL STEEL CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD WALKING SURFACE. B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. 3'6" 3" POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE 3" #3 0 12" - - OWNER TO INOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL CONTINUOUS SHOTCRETE INSPECTION 4-0- 3' ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VAUD - 3" ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL B. A LETTER STAMPED AND SIGNED PROVIDED THE SAME INFORMATION. C. A STANDARD POOL PLAN NTH THE ADDRESS WRITTEN IN BY THE ENGINEER ALSO RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT - 3. THIS PLAN 1S NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. - CONDITIONS AS SHOWN IN DETAIL 13 APPLY (PER CBC SECTION 1808.7.3). ALL POOLSTITLE 24 336" SHALL COMPLY NTH SLOPE SETBACKS PER CBC SECTION 1808.7.3. 5�%" #3 0 6" 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO 1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE 2013 BUILDING ENERGY EFFICIENCY _ NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, STANDARDS. - FENCING, CONCRETE DECKING AND POOL GEOMETRICS 2. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT: ........ 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND 1.1. SYSTEM IS CERTIFIED NTH: THERMAL EFFICIENCY THAT COMPLIES NTH THE ..._. - DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH, SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY EXPANSION. WEATHERPROOF OPERATING INSTRUCTIONS N ENERGY EFFICIENT OPERATIONS, NO 6" 6. ALL CONSTRUCTION SHALL COMPLY NTH THE 2013 EDITIONS OF THE CALIFORNIA ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 6" BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 1.2. SYSTEM IS INSTALLED NTH: #3 0 3" CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2013 A) AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. 8'h" BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 8%. STANDARDS CODE, AND LOCAL ORDINANCES. 1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURERS POOL PERMIT OFF PEAK OPERATION. GEO8. SI NS &( SAFETY EQUIPMENT SHALLLSTANDARDS ANORCAL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. FENCING AND BARRIERS 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED NTH A WATER -TIGHT 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND'PROVISIONS FOR ASSISTIVE DEVICES FOR THE DISABLED. 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. ' 10. CONTRACTOR OWNER SHALL VERIFY ALL FIELD CONDITIONS SI DIMENSIONS AT JOB HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4'. GATES TO BE - - SITE. POOL LENGTH, GRADE BREAK LOCATIONS &DEPTH DIMENSIONS AS NOTED ON THE SELL -CLOSING & SELF -LATCHING NTH LATCH A MIN. OF 5' HIGH. ACCESS GATES PLOT PLAN SHALL COMPLY NTH SP SUGGESTED MINIMUM STANDARDS FOR THROUGH FENCING SHALL OPEN AWAY FROM THE POOL MAXIMUM VERTICAL CLEARANCE - RESIDENTIAL POOLS OR APPLICABLLEE STATE AND LOCAL HEALTH DEPARTMENTS FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM 10'0" 9" REGULATIONS AND MANUFACTURERS RECOMMENDATIONS LOCAL CODES, THE LOCAL CODES SHALL PREVAIL 11" ELECTRICAL AND PLUMBING CITY OF FREMONT SPECIAL NOTES 12366" 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2013 CEC. 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF FREMNT. 11'0" 9" EACH DIRECTION M 1. SEPARATE GRADING PERMIT IS REQUIRED FOR SWIMMING POOL INSTALLATION AT SLOPED SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR. ACCORDANCE WITH CEC 680.26(8). BONDING TO PERIMETER SURFACES SHALL BE SITE GRADING PLAN SHALL BE PREPARED, STAMPED AND SIGNED BY A LICENSED CIVIL CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W IS LESS THAN POOL DEPTH. #3 BARS 0 12" O.C. 30" MIN. FOR TABLE 5G PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED ENGINEER IN THE STATE OF CALIFORNIA. ( ) INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF 2. MINIMUM DISTANCE BETWEEN EXTERIOR WALL of ADJACENT BUILDING & SWIMMING POOL PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, HYDROSTATIC VALVE AND ROCK MAY VARY, SEE STRUCTURAL NOTE 11 FOUR COVERED NTH APPROVED A.S.M.E. STANDARD A112.19.8 PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP of THE POOL # ) EXPANSIVE SOIL 3. FOUROBTA4) POINTS UNIFORMLY AND PLSPACED AROUND THE PERIMETER OF THE POOL. SHALL BE 3'-0' NDE WALKWAY PLUS THE WIDTH OF SWIMMING POOL BOND BEAM AND NO ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY WITH POOL BUILDING PERMIT. LESS THAN THE DEPTH OF THE POOL ADJACENT TO THE BUILDING. REFER TO STANDARD MASONRY SCREEN OR GARDEN WALL. (RAISED OR NOT RAISED). 'D' INDICATES DISTANCE DOWN FROM TOP OF BUILDING FOOTING 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS POOL STRUCTURAL PLAN, DETAIL #2. BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'Y WALL DOES NOT REQUIREWALL TO INCREASE SHOTCRETE COVER AND SURCHARGE RECOMMENDATIONS AND IN ACCORDANCE NTH LOCAL REGULATIONS. 3. FOR COMMERCIAL POOLS, HEALTH DEPARTMENT SUBMITTAL PLANS SHALL ACCOMPANY THIS FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN * IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. ADD ADDITIONAL REINF. BARS. STRUCTURAL PLAN INDICATING ALL REQUIREMENTS OF THE CBC AND COUNTY HEALTH ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. SURCHARGE DETAIL) BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) 6. BACKWASH ',SHALL BE DISPOSED OF IN AN APPROVED MANNER. DEPARTMENT FOR PUBLIC SWIMMING POOLS. 1. FOR E.F.P. = 65 P.C.F., CONC. COVER=0+2* 7• POOL/SPA (WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCENTH THE CPC. CITY OF ROCKLIN SPECIAL NOTES T I PICAL LONGITUDINAL SECTION N.T.S. 2 STANDA' `D WALL SECTION N•T•S•8• SAFETY COR IS AD ISED TOIREFER TO NSTALLATIOSECTION N OF THE POOL DRAW CALIFORNIA HEALTH & THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF ROCKLIN. 1. IN THE ABSENCE OF A SITE SPECIFIC SOILS INVESTIGATION, SWIMMING POOL AND SPA 9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RP DEVICE)IS REQUIRED ON CONSTRUCTION SHALL CONFORM TO STANDARD POOL STRUCTURAL PLAN STEEL AND ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22 TOP OF TOE OF SLOPE OR OTHER NOTE: GUNITE SCHEDULES FOR HIGH EXPANSIVE SOIL WITH A MINIMUM SOIL EQUIVALENT FLUID SPECIAL DETAIL REQUIRED PROVIDE ADEQUATE DRAINAGESTRUCTURAL NOTES PRESSURE OF 65 P.C.F. (SCHEDULES C AND G). SLOPE SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED r WHEN LESS THAN 10 THE LIMITATIONS BELOW OR ADDITIONAL Q TABLE NO. 5 RAISED BOND BEAM 2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED (SEE GENERAL NOTES #3) BOND BEAM PER BEHIND POOL WALL. 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF CONCRETE SHALL BE TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE NTH ASTM 111 - WHEN NOT COVERED BY THIS PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 Z 1/4" PER SURCHARGE DETAILS ARE REQUIRED. M FOO SPECIAL DETAIL REQUIRED ( ¢ WHEN LESS THAN POOL DEPTH OR H 4 m o ¢ (t) #4 0 TOP / x w = 7.5' MAX. H/4) ¢ c °' E -WATERPROOFING RECOMMENDED. SPECIAL DETAIL REQUIRED ( /) I. 1� z o c I HORIZ.. STEEL • m w z WHEN LESS THAN H/6 � 0 6" C.M.U. W/ BARS 0 12' O.C. I o m (10' MIN., 20' MAX.) N w cn �, ¢ ,� #3 VERT. BAR 0 24' O.C. ! � ; ¢ w o I SOLID GROUT. ALTERNATIVE BOND ->r PER C.B.C. SECTION 1808.7.3 BEAM LOCATION""" i t -WATER f 1 BOND BEAM z VERT: STEEL. LINE. VERTICAL STEEL W a SURCHARGE CONDITIONS - ADDITIONAL SPECIAL DETAILS N.T.S. 3 SEE TABLE 5, 1 24' MIN. EMBED. / Q REQUIRED FOR CONDITIONS ABOVE SCHEDULES E, F OR c TYPO HORIZ. STEEL < 3" 4'C' 1 v REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CUR. 'C• 3• AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CUR. f- 0 BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MAISONRY NOTES: a (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND a SCHEDULE. "� �""` ``' ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. z i�)Z 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 NTH fc=2,000 PSI. ' a E ft " POOL FLOOR THICKNESS n a ? SEE CBC/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS. MAY VARY TO ACHIEVE �> °.° 3. MIORTAR SHALL BE TYPE M WITH fc = 1800 s€ AND SHALL CONFORM TO CBC BC SEC. Co &• DESIRED WATER DEPTH. --- - 2103 & ASTM C 270. SEE CBC/IBC TABLES 2103.8 (1),(2) FOR PROPORTION AND PROPERTY SPECIFICATIONS NON -EXPANSIVE E EXPANSIVE NO DECK/HIGH EXP, F G E.F.P. 30 P.C.F. 45 P.C.F. 65 P.C.F. D C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL 3'6" 3" #3 0 12" 3" #3 0 12" - - 3" #3 0,12- - 12"4'0" 4-0- 3' - - - 3" 4" 4'6" 3" B. A LETTER STAMPED AND SIGNED PROVIDED THE SAME INFORMATION. C. A STANDARD POOL PLAN NTH THE ADDRESS WRITTEN IN BY THE ENGINEER ALSO - 3�" - - 5 " - 5'0" 3" #3 0 6" 336" #3 0 6" 5�%" #3 0 6" 5'6" 3" _ _ 4" - - 6%. ...... ..... . ........ 6'0" 3%" _ ..._. - 5" ... ............- SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY 7%' 6'6" 4" 6" REQUIREMENITS. 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150. 7'0" 5" 6" #3 0 4" _ 8M" #3 0 3" 7'6" 5%" 6" 8'h" 8'0" 6%" 7" 8%. 8,6" 7�%" 8" 9. KEEP CONCRZETE DAMP CONTINUOUSLY FOR 14 DAYS. 9�%„ 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED NTH A WATER -TIGHT 9'0" 8" 9" - - - 1Ox" - 9'6" 9" - 10" 10'0" 9" 5 -FEET. 11" OWNER 12366" 11'0" 9" 11" 13" SEE STRUCTURAL NOTE 11 MAINTAIN 18" MIN. EMBEDMENT INTO SHALLOW FEATURES - UNDISTURBED OR 90% COMPACTED SOIL N.T.S. 4 RAISED BOND BEAM N.T.S. rj NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6 NOTE: BOND BEAM PERTABLE 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, 6"-8"2-2CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES MAY BE LOOPED SPA AIR -LINE N0. 1 &DETAIL #12. -`-`--» 91/2- 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO EXPANSION JOINT & SEALANT to 12" BAR LOCATION INTO SPA BOND co s �r . r� `o- •., a t -- 4'-0" MIN. THIS DESIGN ARE THE PROPERTY SOLEY OF POOL BEAM. MAINTAIN x z ( () # '� LEVEL TOP OF GUNITE REQ'D. FOR EXPANSIVE SOILS. I MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID 1" CUR. TO REINF. z ° BARS. ¢ i _-_ , (4) #3 BARS W/ GROUT & PLACE PER DETAIL #8 i PROVIDE 2 1/2" COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, ¢ I DECKING ELECTRICAL 'J' BOX. `h IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR �- 6° .. 15 FELY OR 4 MIL CLR. BETWEEN o N V MIN. CLR. # COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY w I THICK X #3 BARS VISQUEEN ON TOP. 8" MIN. ABOVE DECK, WATER I PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE 3' ¢ AROUND ALL COPING U_ I SPA LIGHT 12" O.C. N PIPES. '' `} #3 BARS 12" `w <-LINE OR FLOOD UNE WHICH FINISH BOND BEAM W/ (4) #3 (BARS DECKING. G; AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION o EA. WAY. O.C. EA. WAY. EVER IS GREATER. GRADE. PER TABLE #1 &DETAIL. #12. to TILE OF POOL ENGINEERING, INC BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE HAS READ & r "�" SKIMMER BOND BEAM PER TABLE N0. L THE ALL OF THE NOTES INCLUDED HEREIN. j EQ. EQ. WATER T -i " PLUMBING MAY BE LOCATED LINE 24` WATER COVER. \� 1 sur n j gar w w�� "m IN BOND BEAM LOWER CORNER REINFORCING PER DETAIL 10. 6" UNE. \\ T BOND BEAM HORIZONTAL NOT REQUIRED IF 6" MIN. MIN. LAP (2) #3 BARS \\� ; j,,.._.c ci ZCOMPACTED 2 1/2" a ci MAINTAIN 1" CUR. TO REINF. 3' BARS MAY BE OVER OR CALLS BY: A.J.C. \ 1 z 41 CLR. UNDER VERTICAL BARS. - o B ¢ CLEAR PROVIDED. END � CUR. w �� FILL ¢ DRAWN BY. T.L.L. 5" MIN. BOND I w sy Z �, 24' MIN. LAP i Z "' ` row q� i z N PRECAST COPING OR BRICK M a AROUND ALL. BEAM CIRCULATION DRAINS: `D 1 .:W INTO SPA FLOOR #3 BARS 4. �� UNDER ��� - \\07Y� 1 w ®¢ -k 8' k CHECKED BY: R.L.L. 0 OL 0 2"O.C. 2 3 'Z' BARS ) ~ I- ""`I SKIMMER. COPPER . \N o a I€ H .{ PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, I F O # I #8 \ O M j COVERED NTH APPROVED A.S.M.E. STANDARD A112.19.8 EA.- WAY. 'g ���� 6 m ,� 2 3 BARS GROUND VIRE \9 ¢ ly" O # ! ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY * r o �A y _ BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" D/T1d WAfI fyy M 'i LAP' TO SP,A,REINF. '. SECTION AT SKIMMER I- io \ c� w VENEER. C.E.C. APPROVED --I '1 \\ _ - i o BEND FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12" DAM - LA -W • P INSIDE'B IN SPA`it FIXTURE FFo ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: CONDUIT. - - 1� VERT. STEEL OFES - LAP OUTSIDE BARS INTO POOL REINF. LENS,� 45' OR 90'. C' t n� 11 24" 6" RECESSED O O a ,p L E -TILE F R B SPA DETAILS MAY BE USED Pool MIN. (2) #3 BARS CIA . o• . JINI LIGHT. 111 si J BOND BEAM PER -� / �Q O LAP EACH WAY f ^� QO TABLE NO. 1. PLASTER 2 SPA DETAILS - g N.T.S. 7 AROUND NICHE. �Q FOR SPAS WITHOUT POOLS. 18" MIN. 4'-0" MIN. IMPERVIOUS DECK -� a - -� CL -R �'� LAP, TYPO �* �F`� ROCK OR BRICK NOTCH 6 120 D APPROVED SEALANT VERT. STEEL v SLOPE 1/8'-1/4- INSTALL PER MANUFACTURER% WOOD POST FROM Q PER DRAIN I C (2) #3 BARS. #3 0 6' O.C. ATTACHED PATIO COVER S CIV1� a��\ 3 1/2' NOTES 5'-0" DEEP &BELOWF MAX.MA . = 200 . o - _ =, X DEAD +LIVE LOAD 0 Ib OFCA ' 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO °� ' OR I I LEVEL TOP OF BOND BEAM w x N NOTE: HORIZONTAL STEEL o BRASS CONDUIT TO POOL REBAR, OR NON METAWC ROCK ON BOND BEAM. a N �" p zSATURATION PROVIDE CONTROL JOINTS I' -- 3" CLR. �io 5" MIN. #3 BARS 0 12" O.C. TYPO ih I i NTH GROUT & PLACE 15# o o CONDUIT CAN BE USED WITH INSULATED N0. 8 COPPER WIRE RECOMMENDED WHERE APPROPRIATE. TYPICAL TYPICAL / TOP OF BONDFELT OR 4 BEAM. A;�QUEEN ON PLAN VALID ONLY WITH WET m _ALV. SIMPSON POST BASE. PRIOR TO INTERIOR W APPROVED POTTING COMPOUND PER THE C.E.C.CEi L_ ..I1 1 ` 2. SWIMMING POOL UGHTING FIXTURES SHALL COMPLY WITH NOTE BOND PER ELECTRICAL & ��►I POURING DECK. EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. STAMP do ENGINEER'S SIGNATURE PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS IN RED INK ON PLAN. R 6' REMAINDER OF JOINT IN STYROFOAM OR 24 MIN. EACH SIDE OF RAMP. - s SEE ELECTRICAL AND FOR LIGHTING FIXTURES U.L STANDARD 676. MASTIC PLUMBING NOTE #2 REGARDING OTHER EXP. MATERIAL CONCRETE SHALL 3 1/2' MIN. CONC. DECKING. EQUIPOTENTIAL BONDING GRID ' FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR m STILE AUTHORIZED SIGNATURES: FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER CONCRETE RONALD L. LACHER, P.E. TODD L. LACHER, P.E. KRISTOF NADASDI, P.E. IN EXPANSIVE SOILS WHERE MIN DECK REQMTs N.T.S. N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.s. 12 JRIS BIE COLLINS, P.E. EXPANSIVE SOIL DETAILS ARE NOT MET USE TABLE 1. SCHEDULE 'C' 8 SKIMMER DETAIL 9 SECTION AT LIGHT N.T.s. CHRIS BIEDENBACH, P.E. STANDARD PLAN APPROVALS: PERMIT# SHEET: �%G ' 1 ��� pool Ron Lacher, R.C.E. BUTTE COUNTY DEVELOPMENT STANDARD POOL PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave. z REVIEWED FOR THE 2013 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807 s CODE COMPLIANCE Fax: (714) 630-6114 100 DAT Y J1rJ � � STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) I • V Phone: (714) 630-6100 ` 1OONC CBC13 COPYRIGHT 2015, POOL ENGINEERING INC. -- -- ------j h STT Ii r PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 909 D 557. COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR CITY OF SAN JOSE SPECIAL NOTES DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF SAN JOSE 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS &CONFORM TO ASTM A615 GRADE 1. ENGINEER TO SPECIFY TABLES AND DETAILS THAT APPLY TO A SPECIFIC JOB BY ONE OF 40 FOR #3 BARS AND 14 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24'. MINIMUM THE FOLLOWING METHODSA. A SITE PLAN STAMPED AND SIGNED BY THE ENGINEER REFERRING TO THE CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2'. 3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH APPROPRIATE DETAILS AND SCHEDULES. THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM B. A LETTER STAMPED AND SIGNED PROVIDED THE SAME INFORMATION. C. A STANDARD POOL PLAN NTH THE ADDRESS WRITTEN IN BY THE ENGINEER ALSO SPACING IS 14 BARS AT 18' O.C.. IDENTIFYING SCHEDULES AND DETAILS. 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE 2. SWIMMING POOL AND SPA CONSTRUCTION SHALL CONFORM TO STANDARD POOL OF THE INSTALLER THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY STRUCTURAL PLAN STEEL AND GUNITE SCHEDULES WITH A MINIMUM SOIL EQUIVALENT GIVEN POINTE IN THE POOL STRUCTURE. 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE FLUID PRESSURE OF 45 P.C.F. FOR EXPANSIVE SOIL (UNITED SOIL CLASSIFICATIONS GW, GP, GM, GC, SW, SP, SM, SM -SC, ML). AN EQUIVALENT FLUID PRESSURE OF 30 PCF, INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE NON -EXPANSIVE SOIL, MAY ONLY BE USED IF RECOMMENDED BY A SOILS ENGINEER. 'SPECIAL A MINIMUM (COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE, 3. OVER THE COUNTER PERMITS ARE NOT POSSIBLE IN AREAS DESIGNATED AS GEOLOGICAL HAZARD.' THE MASTER PLAN MIGHT BE USEABLE BASED ON THE FINDINGS OF SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY THE GEOLOGIC AND GEOTECHNICAL REPORTS. REQUIREMENITS. 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150. 4. IN ACCORDANCE WITH CBC SECTION 1802.2.7, A SITE SPECIFIC SOILS INVESTIGATION MAY BE REQUIRED FOR PROJECTS LOCATED IN SEISMIC DESIGN CATEGORIES D, E, OR F. 8. SHOTCRETE//GUNITE IN CONTACT NTH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.3S FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFFICIAL. 9. KEEP CONCRZETE DAMP CONTINUOUSLY FOR 14 DAYS. 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED NTH A WATER -TIGHT SURFACE. _ 11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED 5 -FEET. OWNER 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. 2. DO NOT TURIN ON LIGHT WHEN POOL IS EMPTY. 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). SEE STRUCTURAL NOTE 11 MAINTAIN 18" MIN. EMBEDMENT INTO SHALLOW FEATURES - UNDISTURBED OR 90% COMPACTED SOIL N.T.S. 4 RAISED BOND BEAM N.T.S. rj NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6 NOTE: BOND BEAM PERTABLE 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, 6"-8"2-2CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES MAY BE LOOPED SPA AIR -LINE N0. 1 &DETAIL #12. -`-`--» 91/2- 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO EXPANSION JOINT & SEALANT to 12" BAR LOCATION INTO SPA BOND co s �r . r� `o- •., a t -- 4'-0" MIN. THIS DESIGN ARE THE PROPERTY SOLEY OF POOL BEAM. MAINTAIN x z ( () # '� LEVEL TOP OF GUNITE REQ'D. FOR EXPANSIVE SOILS. I MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID 1" CUR. TO REINF. z ° BARS. ¢ i _-_ , (4) #3 BARS W/ GROUT & PLACE PER DETAIL #8 i PROVIDE 2 1/2" COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, ¢ I DECKING ELECTRICAL 'J' BOX. `h IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR �- 6° .. 15 FELY OR 4 MIL CLR. BETWEEN o N V MIN. CLR. # COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY w I THICK X #3 BARS VISQUEEN ON TOP. 8" MIN. ABOVE DECK, WATER I PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE 3' ¢ AROUND ALL COPING U_ I SPA LIGHT 12" O.C. N PIPES. '' `} #3 BARS 12" `w <-LINE OR FLOOD UNE WHICH FINISH BOND BEAM W/ (4) #3 (BARS DECKING. G; AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION o EA. WAY. O.C. EA. WAY. EVER IS GREATER. GRADE. PER TABLE #1 &DETAIL. #12. to TILE OF POOL ENGINEERING, INC BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE HAS READ & r "�" SKIMMER BOND BEAM PER TABLE N0. L THE ALL OF THE NOTES INCLUDED HEREIN. j EQ. EQ. WATER T -i " PLUMBING MAY BE LOCATED LINE 24` WATER COVER. \� 1 sur n j gar w w�� "m IN BOND BEAM LOWER CORNER REINFORCING PER DETAIL 10. 6" UNE. \\ T BOND BEAM HORIZONTAL NOT REQUIRED IF 6" MIN. MIN. LAP (2) #3 BARS \\� ; j,,.._.c ci ZCOMPACTED 2 1/2" a ci MAINTAIN 1" CUR. TO REINF. 3' BARS MAY BE OVER OR CALLS BY: A.J.C. \ 1 z 41 CLR. UNDER VERTICAL BARS. - o B ¢ CLEAR PROVIDED. END � CUR. w �� FILL ¢ DRAWN BY. T.L.L. 5" MIN. BOND I w sy Z �, 24' MIN. LAP i Z "' ` row q� i z N PRECAST COPING OR BRICK M a AROUND ALL. BEAM CIRCULATION DRAINS: `D 1 .:W INTO SPA FLOOR #3 BARS 4. �� UNDER ��� - \\07Y� 1 w ®¢ -k 8' k CHECKED BY: R.L.L. 0 OL 0 2"O.C. 2 3 'Z' BARS ) ~ I- ""`I SKIMMER. COPPER . \N o a I€ H .{ PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, I F O # I #8 \ O M j COVERED NTH APPROVED A.S.M.E. STANDARD A112.19.8 EA.- WAY. 'g ���� 6 m ,� 2 3 BARS GROUND VIRE \9 ¢ ly" O # ! ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY * r o �A y _ BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" D/T1d WAfI fyy M 'i LAP' TO SP,A,REINF. '. SECTION AT SKIMMER I- io \ c� w VENEER. C.E.C. APPROVED --I '1 \\ _ - i o BEND FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12" DAM - LA -W • P INSIDE'B IN SPA`it FIXTURE FFo ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: CONDUIT. - - 1� VERT. STEEL OFES - LAP OUTSIDE BARS INTO POOL REINF. LENS,� 45' OR 90'. C' t n� 11 24" 6" RECESSED O O a ,p L E -TILE F R B SPA DETAILS MAY BE USED Pool MIN. (2) #3 BARS CIA . o• . JINI LIGHT. 111 si J BOND BEAM PER -� / �Q O LAP EACH WAY f ^� QO TABLE NO. 1. PLASTER 2 SPA DETAILS - g N.T.S. 7 AROUND NICHE. �Q FOR SPAS WITHOUT POOLS. 18" MIN. 4'-0" MIN. IMPERVIOUS DECK -� a - -� CL -R �'� LAP, TYPO �* �F`� ROCK OR BRICK NOTCH 6 120 D APPROVED SEALANT VERT. STEEL v SLOPE 1/8'-1/4- INSTALL PER MANUFACTURER% WOOD POST FROM Q PER DRAIN I C (2) #3 BARS. #3 0 6' O.C. ATTACHED PATIO COVER S CIV1� a��\ 3 1/2' NOTES 5'-0" DEEP &BELOWF MAX.MA . = 200 . o - _ =, X DEAD +LIVE LOAD 0 Ib OFCA ' 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO °� ' OR I I LEVEL TOP OF BOND BEAM w x N NOTE: HORIZONTAL STEEL o BRASS CONDUIT TO POOL REBAR, OR NON METAWC ROCK ON BOND BEAM. a N �" p zSATURATION PROVIDE CONTROL JOINTS I' -- 3" CLR. �io 5" MIN. #3 BARS 0 12" O.C. TYPO ih I i NTH GROUT & PLACE 15# o o CONDUIT CAN BE USED WITH INSULATED N0. 8 COPPER WIRE RECOMMENDED WHERE APPROPRIATE. TYPICAL TYPICAL / TOP OF BONDFELT OR 4 BEAM. A;�QUEEN ON PLAN VALID ONLY WITH WET m _ALV. SIMPSON POST BASE. PRIOR TO INTERIOR W APPROVED POTTING COMPOUND PER THE C.E.C.CEi L_ ..I1 1 ` 2. SWIMMING POOL UGHTING FIXTURES SHALL COMPLY WITH NOTE BOND PER ELECTRICAL & ��►I POURING DECK. EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. STAMP do ENGINEER'S SIGNATURE PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS IN RED INK ON PLAN. R 6' REMAINDER OF JOINT IN STYROFOAM OR 24 MIN. EACH SIDE OF RAMP. - s SEE ELECTRICAL AND FOR LIGHTING FIXTURES U.L STANDARD 676. MASTIC PLUMBING NOTE #2 REGARDING OTHER EXP. MATERIAL CONCRETE SHALL 3 1/2' MIN. CONC. DECKING. EQUIPOTENTIAL BONDING GRID ' FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR m STILE AUTHORIZED SIGNATURES: FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER CONCRETE RONALD L. LACHER, P.E. TODD L. LACHER, P.E. KRISTOF NADASDI, P.E. IN EXPANSIVE SOILS WHERE MIN DECK REQMTs N.T.S. N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.s. 12 JRIS BIE COLLINS, P.E. EXPANSIVE SOIL DETAILS ARE NOT MET USE TABLE 1. SCHEDULE 'C' 8 SKIMMER DETAIL 9 SECTION AT LIGHT N.T.s. CHRIS BIEDENBACH, P.E. STANDARD PLAN APPROVALS: PERMIT# SHEET: �%G ' 1 ��� pool Ron Lacher, R.C.E. BUTTE COUNTY DEVELOPMENT STANDARD POOL PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave. z REVIEWED FOR THE 2013 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807 s CODE COMPLIANCE Fax: (714) 630-6114 100 DAT Y J1rJ � � STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) I • V Phone: (714) 630-6100 ` 1OONC CBC13 COPYRIGHT 2015, POOL ENGINEERING INC. -- -- ------j h STT Ii r