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08-1935 (RPL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 08-00001935 Property Address: 77865 GREY WOLF TR APN: 658-140-999-95 -29436 - Application description: POOL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 32000 Td'y44Q" Applicant: Architect or Engineer: Iv — v LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Bu�ira ss and Profession ode, and my License is in full force and effect. License Class: C 3 / ens N .: 864932 Date: i. ?i7 ontractor: OW -ILDER DECLA ATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and'Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 _ 1 I am exempt under Sec. , BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Owner: SUTHERLAND/LOCKW 77685 GREY WOLF LA QUINTA, CA 92 Contractor: CUSTOM POOLS AND 41795 ELM STREET 4302 MURRIETA, CA 92562 (951)600-7150 Lic. No.: 864932 VOICE (760) 777-7012 FAX (760) 777-.7011 INSPECTIONS (760) 777-7153 ------------------ WORKER'S COMPENSATION DECLARATION /22/08 I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier GREAT AMERICAN Policy Number WC2371467-00 _ 1 certify that, in the per ante of the work for which this permit is issued, I shall not employ any person in any mann so as to become subject to the workers' compensation laws of California, and agree that, if I hold become subjec W" s' compensation provisions of Section 0 of the Labor Code, I shall fort rth comply with ose provisions. Date:Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPEN OVERA E IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES U TO ONE HUNDRED THOUSAND DOLLARS (5100,000). IN ADDITION TO THE COST OF COMPENSATIO , DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, theowner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject "permit to cancellation. I certify that I have read this application and state the a above informatio ect. I agree to comply with all city and county ordinances and state laws relating t , . ding constructio , and here b authorize representatives of this cou y to nter upon the above-mentioned prope y for inspec ' purposes. Date: Signature (Applicant or Agent) i Application Number . . . . . 08-00001935 Permit . . . MECH POOL Additional desc . . Permit Fee . . . 26.00 Plan Check Fee 6.50 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/20/09 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 11.0000 EA MECH FURNACE >100K 11.00 ---------------------------------------------------------------------------- Permit . . . Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration Date . . BLDG POOL PERMIT 297.50 Plan Check Fee . . 193.38 Valuation . . . . 31808 6/20/09 Qty Unit Charge Per Extension BASE FEE 252.00 7.00 6.5000 ---------------------------------------------------------------------------- THOU BLDG 25,001-50,000 45.50 Permit . . . ELEC POOL PERMIT -RES Additional desc . . Permit Fee . . . . 45.00 Plan Check Fee 11.25 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/20/09 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 30.0000 ---------------------------------------------------------------------------- EA ELEC PRIVATE SWIMMING POOL 30.00 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 33.00 Plan Check Fee 8.25 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/20/09 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 6.0000 EA PLB FIXTURE 12.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 ---------------------------------------------------------------------------- EA PLB GAS PIPE 1-4 OUTLETS 3.00 Permit . . . . . . WALL/FENCE PERMIT LQPERMIT Application Number . . . . . 08-00001935 Permit . . . WALL/FENCE PERMIT Additional desc . . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 192 Expiration Date . . 6/20/09 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Special Notes and Comments POOL/SPA, 12 L.F. 4' EQUIPMENT WALL, CITY STANDARD, 65 L.F. 1.5" GAS LINE STUB -OUT FOR FUTURE BBQ & 20 L.F. 3/4" GAS LINE FOR FIREPIT. Fee summary Charged Paid ----------------- Credited Due -------------------- Permit Fee Total 416.50 -------------------- .00 .00 416.50 Plan Check Total 219.38 .00 .00 219.38 Grand Total 635.88 .00 .00 635.88 LQPERMIT Bin # City of La Quinta Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit ## \00 Project Address: �� F QkI Cr Owner's Namc: 5 U-r j '1:', o c7 7-7 86S A. P. Number: Address: —7 s- VJD Legal Description: City, ST, Zip: V q 7 Contractor: C __ --%a �SiON% etDC. Telephone: ' 9. -._.. Address: `( e�t s �� -24—. Project Description: Gutirrc +mil It P� City, ST, Zip: a L� Telephone: S? . 7Dt(- -AS C mt U L) P• GNCLo5" '-JA l_ State Lic. # : &74 / 3Z City Lic. #: Amh Engr., Dosigiaer: �n�L I^I -1 e.1 4 . 4t' Address: 12,01 �U yr�� ,5 / City, ST, Zip: ftNA ( I&I OA Telephone: '7 1 T (o?JQ G 100 State Lic. #: {`* K Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: PhJ I• ) Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: j Estimated Value of Project: 15� APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Req'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Z Item Amount Structural Calls. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"a Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 3 ZOdZ ED � Ltd. P t Aaron 41 R.C.E. W, Ett In ling ..,�:- .... ~�� W i �"'N•• t r•y � L'� n � Pia s,� ..... �..-••-•-�"" �' SLUM � ? A 1. t..• � G? 1111�. �..�-�'. 3 E ..o rzeor 7 alAl Y p . 0.' .0 _�.. 73� �L�� 4.- .. ,• P vat. �� -,PA s ►tom„ .a 73' SPECIFICATIONS POOL SPAS COMBINED Maximum Length M8X,imam Width , Square Foot Area --7 7- - Perimeter 14( s- 4-7 Depths 6. 2 f W 24" Spa Wall Length by Width 15' 1' 1 1 Spa Raised I W ACCESS Buvar CPJ^ Inc. BARRIERS Buyer C?H Inc. Acces` fence rEmoved by: Door Alarms by: Access fence replaced by: Cate requirements by. Aoass pact irrigation repair b1: Fence requirements by. Access path landseapa, repair bl. EJ(CA1fATi0tU Fl111tptU PHT Access 48, r�ches Filter pump H Tfacto(Trpe Spa Booster ?ump 11 Deep -End ]ig _ _ yes no Pump N Gradng ,,ate'" hours Pump H Sawcutting ---- L7, ft Cleaner Concrete: -- sq. tt WorinatorType Grass: 1.2,04> sq. ft. Mineral Can _ yes - Ho Trash: -.- toads Heater Mt Pro 011491-r' Filter STEEL Bond Beam Steel Surcharge Surcharge __._ TILE trans. Bars -�, Wate•line greup-_ lrr. ft t"t3 notch tar cascadss RBB & SAV veneer group In. ft. Lisp Trim Tile grasp In- fi agr PLUMBING Grout color Equip to Pool size feet Z-7 I Spa wall cap {l' x tiu" .12 Equip 13 SkimraDr size lset 7-1 iluarter Horn s pu i i vi cd co Coping Color' -- 1R`aterfeaiure Suct on sue feet Grout Color Return Brae . !set fAiterCuts —Inc tided Value(si Step Ups & D,)wr)s pa wall cap type •--� Spa wa11 cap r x IN.) t 2 x Gay" Beater gas line size `eat 0 MA$QNRY t, S .tsAe#atxJas pipe size i . 5 wet 111- S Step Type #hsrGas Line size " lest 20 Step length Hydrostafic Required _ _ yes ✓ rrr; Veneer --r ELECTRICAL Deck Ribbons .. 5ecvide,toEquipmant size 94> lee .. Fire Pit quip at to -Box size , , Ise RBB 8 81 N Veneer J Box tc Pool Licht size tee _ F J-Box to pa Licht size $'5 lest u r _ J-F3ox to Extra Light size •jta fee DECKING Total Runs size !ee Square Feet — �. conduit only (no vApe) size tee C �� Finish Remote System �.x Color PLOT PLAN e 1'ti Spa Switch �� Square reef Ale J-Box Location finish FOOL DEPTH DIAGRAM SCALE 1A,,= 1 `-0" IJumbet o1 Pumps Color _ —� f Blower yes no Chlorine Generabar Y es Control Jc,ints j � Concrete Steps - - --- Equipment Light t'�1Estic •. v '�� Light( s� -pool �� A w� �,� 3' area drains � A CD o l ignt(s SFa At,r Term nation Point-r Salesman: A _ �•" -�- GUNITE nspection na Curb Cores N1�3, `= -=� Date of Contrast: —yes 3urcharg° r+J 0nJ INTERM I FINISH Type 2 - Thomas Bros h1aQPage: Reef Tabfe d Color 'C�tT NCIA = - - - - - Directions: _ _ _^ Notch 03 ,J 0 Bond Be3rn Width Aim fiov& _ _ _yeti 3 T > U ° - - - —---._-�-- l =" Strip & Finish {�, frt. { Rope hooks Drair Goner T1pe Sid @ m � m - 0 c E J xclusively Pr ared For; � pq ---- � din U) 1- _j U Street " 7-76� --- . r co c city,� oz� Home Phone --- - ---- ._. _ _-..-_......_-Day#rne Phone - '(� ... 49796 Em St �3C2 • N'u�, ksba C< P11E1M513EGO-7'Ep •Fax 11E _ WW'4V.Cl.'SCGYy"('�[j9Bf'1�fle('C�9CeG19 NOTE: TABLE NO. 1 GENERAL NOTES OWNER BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4" PER IT BARS MAY BE 1 THIS STANDARD POOL STRUCTURAL PLAN' MUST BE ACCOMPANIED BY A CLEAR PLOT 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTAI LATION 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1 8" TO BOND BEAM HORZON / OVER OR UNDER VERTICAL BARS. SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (Y 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. FRAME BUILDING APPROVED SEALANT RECOMMENDED (PER #/FOOT MAX. DETAIL #8). REQUIRED W/ EXPANSIVE SOIL. TABLE 1 TABLE 5 BASIC GRID #3 1500 COPING r'� BARS ® 12" O.C. BRAIN BOND BEAM A TABLE TABLE TABLE WATER SURFACE. SEE TABLE #1 & DETAIL #12. DECKING. MINIMUM B APPROX. 3" BELOW WIDTH PER LOCAL BOND BEAM. : �E y BUILDING CODE. �'f' o o �„> � 1•,� J � C 3'-0" MIN. z o ff a m < o az O d J F- {_ m rCOPING C,w a Q o NO R.B.B. o o? �L 0 3 n o -( ✓w �n �- --� I ¢ nnr mrw vNw wI I z CLR. N 0 l m { - - o BENCH/STEPS - - - - -� SEE OPTIONS 1/ o w o "o 1/ UNDISTURBED SOIL. I o N h { I ( -� ABOVE F J / 1500 PSF MIN. co N BEARING F VALUE.17 - --- 1 I � cn I � I -� _ _ __ INFLUENCE LINE UNDER- I I I �A - C' SHOTCRETE COVER FOR FOOTING WATER I I! SURCHARGE TO BE CHANGED P { •G O P UNIFORMLY. •� I LIGHT PER 1 SEE TABLE I °' i DETAIL #10. ADD #3 ® 12" O.C. I d 5 LONGITUDINAL ® TRANSITION ACTUAL DIG LINE MAY-),; _ • • FOR EXP. SOILS. VARY, LOCATE STEEL 3" CUR FROM EARTH TYP. FLOOR `` --. STEEL BASKET IS NOT REQUIRED I SURCHARGE CONDITION: - - - r-=1 VERTICAL STEEL. � :I 6" THICK MIN. SHOTCRETE GUNITE C (GUNITE) USE TABLE 1 SCHEDULE 'D', SEE TABLE 1 � 24" MIN. DRAIN PIPE SHALL NOT W/ #3 BARS ® 12" O.C. (BUILDING SURCHARGE) WHEN EXTEND WALL ENCROACH INTO GUNITE SHELL EACH DIRECTION SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR. CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL IV(IS LESS THAN POOL DEPTH. #3 BARS ® 12" O.C. (30- MIN. FOR TABLE 5G) PROVIDE (2) ANTI -VORTEX CIRCULATION DRAINS PER PUMP, HYDROSTATIC VALVE AND ROCK ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL COVERED WITH APPROVED A.S.M.E. ANTI -ENTRAPMENT GRATES, PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING S. IS DISTANCE DOWN NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. UILD'G SURCHARG A B C D d ( #3 BA S. (4) #3 BARS. (4) #3 BARS. TPB,-ARS. E.F.P. 30 P.C., . 1 45 P.C.F. 1 62.4 P.C.F. 4 P.CIF. D R C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL CTEEL VE TICAL 3'0" 1'-0" 3" 3 CAD 12" 3" #3 CAA 12" 3" #3 ® 12" - -- 3" C� 12" 3" 3" 3" 3" 41011 1'-O" 3„ - 3" 4" 4" - 6" 3" 3 6" - _ 4" 3 - - - ®6" - -- 5" 3 - � 6" 5" 3 - - 6" 56„ 2'-0" 3" 4" 5" 5�'A 6'0" 2'-6" 3" - - e - 4" 6" 5�/zJ 7 0 3'- 6 5" 8" 7 7,6„ 4'-0 3„ Sid., 8i1h" 8,0„ 4'-6"3„ 6" N9_ �1h I DILATES TYPICAL RADIUS (ACTUAL RADIUS %0 PECK OR HIGH MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL _`D' PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, BE RE IRED THESE BA ER RE IRE ENTS SHALL E T AC TO THE SWIMMING 2• DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. SLOPES AND STRUCTURES. IN SAN BERNARDINO COUNTY POOL APPROVED FOR PRIVATE 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). USE ONLY, A SOILS REPORT LREQUIREDAY BE AREAS D THE IN EXPANSIVE ONTY GLAZING IN HAZARDOUS LOCATIONS ZONINGIL LOCATION POOLCODE. SHAL COMPY WITH THEEANBERNARDINORNARDINO COU 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE &ARE WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE 2406.3. ITEM 9 INCLUDING LOCALLY ADOPTED AMENDMENTS. THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN CONDITIONS, SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE A, THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE POOL SIDE OF THE OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL GLAZING. ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR TR PORT. N A R OBTAIN A SOILS RE CONTINUOUS SHOTCRETE INSPECTION 3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1805.3). WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO INSPECTOR IN CONFORMANCE WITH CBC SEC110N 1704, WHO SHALL SUBMIT A STATEMENT NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. THE FOLLOWING AGENCIES FENCNG, CONCRETE DECKING AND POOL GEOMETRICS. AMONG OTHERS REQUIRE CONTINUOUS INSPECTION: 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND A. THE CITIES OF: BEVERLY HILLS, COSTA MESA, CULVER CITY, CYPRESS, FULLERTON, DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL HERMOSA BEACH, IRVINE, NEWPORT BEACH, LA HABRA, LA PALMA, LAGUNA HILLS, EXPANSION. LAKE ELSINORE, LONG BEACH, LOS ALAMITOS, MISSION VIEJO, NORCO, SEAL BEACH, 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2007 EDITIONS OF THE CALIFORNIA STANTON, TUSTIN, VILLA PARK, WESTMINSTER, ONTARIO & MORENO VALLEY. BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL �� C 2� ' I' LG CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, AND LOCAL ORDINANCES. MANDATORY EQUIPMENT: REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & E Q Q 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL 1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE APPLIANCE GEOMETRIC STANDARDS AND/OR LOCAL CODES. EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON -OFF SWITCH, WEATHERPROOF 8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR HEATING AND NO PILOT LIGHT. ASSISTIVE DEVICES FOR THE DISABLED. 2. SYSTEM IS INSTALLED WITH: 10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB A. AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. SITE. POOL LENGTH, GRADE,BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR 3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO PERMIT RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS OFF PEAK OPERATION. REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. FENCING AND BARRIERS ELECTRICAL AND PLUMBING 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE CEC. HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE 2. IN ACCORDANCE WITH CEC SECTION 680.26, ALL METAL WITHIN 5' HORIZ. OF INSIDE SELF -CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. WHERE THIS VARIES WALL OF POOL AND 12' VERT. ABOVE WATER LINE MUST BE BONDED VIA EQ UIPOTENIIAL FROM LOCAL CODES THE LOCAL CODES SHALL PREVAIL BONDING GRID. BONDING GRID SHALL EXTEND UNDER PAVED WALKING SURFACES 3' 2. WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH THE CBC HORIZ. BEYOND INSIDE WALL OF POOL. CONCRETE REINFORCING TIE WIRES SHALL BE SECTION 3109, INCLUDING LOCALLY ADOPTED AMENDMENTS. MADE TIGHT FOR BONDING PURPOSES. A. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER 11.50 OF THE 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 4 ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN LOS ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED MASONRY SCREEN OR GARDEN WALL DOES NOT REQUIRE WALL. (RAISED OR NOT RAISED). BUILDING FOOTING FROM TOP OF POOL WALL. SURCHARGE ACCORDANCE WITH LOCAL REGULATIONS. QU RRI QU M B A POOL SITE PLAN. BY THREE FEET ANY DIMENSION. SEE ELECTRICAL AND SURCHARGE DETAIL) �K IF POOL WALL HEIGHT DOES NOT EXCEED 5-0" THEN NO ADDITIONAL 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. B. IN THE CITY OF SAN DIEGO FENCES AND BARRIERS SHALL COMPLY WITH THE PLUMBING NOTE 8. BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) REQUIREMENTS FOUND IN THE CITY OF SAN DIEGO MUNICIPAL CODE, CHAPTER 14, 7. POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE WITH THE CPC. ARTICLE 05, DIVISION 03. C. IN THE COUNTY OF SAN BERNADINO, PROTECTIVE BARRIERS ARE REQUIRED IN TYPICAL LONGITUDINAL SECTION N.T.S. 2 STANDARD WALL SECTION N.T.S. 1 $ SAFETY CODE ACTOR IS ADVISED TO FOR ROPER INSTALLATIONTO EOF THE CTION (5928 OF THE POOL DRAIN SYSTEM. CALIFORNIA HEALTH & COMFORMSW IAMINGANCE POOLWTH SAN BERNADINO COUNTY CODE SEC11ON E CLOSURE STANDARD PROCEDURE ATTACHED TO SITE SEE COPY OF 9. WHERE REINFORCING STEEL IS ENCAPSULATED WITH A NONCONDUCTIVE COMPOUND, PROVISIONS SHALL BE MADE FOR AN ALTERNATIVE MEANS TO ELIMINATE VOLTAGE COUNTY OF LOS ANGELES SPECIAL NOTES SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTHER WHEN LESS THAN 10' SLOPE SURCHARGE CONDITIONS NOTE: WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM GRADIENTS THAT WOULD OTHERWISE BE PROVIDED BY BONDED REINFORCING STEEL. STRUCTURAL NOTES 1. IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL (SEE GENERAL NOTES #3) SURCHARGES NOT COVERED BY THIS BOND BEAM PER PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 z 1/4 PER re SURCHARGE DETAILS ARE REQUIRED. 01 FOOT. SPECIAL DETAIL REQUIRED WHEN LESS THAN POOL DEPTH OR H/4 X m 0 w (1) #4 ®TOP SPECIAL DETAIL REQUIRED (7.5' MAX. H/4) HORIZ. m m -WATERPROOFING RECOMMENDED. Z STEEL co = 0 6" C.M.U. W/ WHEN LESS THAN H/6 o : m BARS ®12" O.C. c LU t j #3 VERT. BAR @ 24" O.C. (10' MIN., 20' MAX.) --- : I � Uj o ! SOLID GROUT. ALTERNATIVE BOND->r ia'ITE'R PER C.B.C. SECTION 1805.3.3 BEAM LOCATION I\ - , ` . BOND BEAM VERT. STEEL LINE. VERTICAL STEEL W/ ADDITIONAL SPECIAL DETAILS SEE TABLE 5, 24" MIN. EMBED. SURCHARGE CONDITIONS - REQUIRED FOR CONDITIONS ABOVE N.T.S. 3 SCHEDULES E, F OR G j I) TYP. HORIZ. STEEL 3" 'C' 0 REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR. 'C' I I 13" AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLR. o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES: O GUNITE THICKNESS PER - n. (GUNITE) 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 SCHEDULE. r N �"" "� ."' ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF f m = 1500 psi. z ? '` a z 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH f'c=2,000 PSI. F¢ �- POOL FLOOR THICKNESS SEE CBC/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS. p co G ° . MAY VARY TO ACHIEVE a /_ co d DESIRED WATER DEPTH. / 3. MORTAR SHALL BE TYPE M WITH f'c = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC. V v r 2103 & ASTM C 270, SEE CBC/IBC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. E F G E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. D VERTICAL STE VERTICJ�L STE C VERTICAL STEEL 3'6" 3" #3 ® 12" _ 3' #3 0 12" 3" #3 ® 12" _ - 4'0" 3" 3 4" 5'0„ 3" # ® 6" - 3�1h" # @ 6" 5" #3 ® 6" T - 5,6„ 3„ 4„ 6" 6,0„ 3�,h" 5" 7" 5>, - 6" #3 ® 4" 8" #3 - - ® 3" - 5�/Z" 6" '8�1h„-9,0,, 8"6�fz L7'O 7„ 9" TO /z ' 9,6„ �,. 70„ 10'0" 9" 11" 12" 11'0" 9„ _ 1 1 " - 12'/Z" 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THE SITE PLAN. PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR 2• CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS BUILDING CODE (LACBC). CUT -FILL TRANSITIONS. 3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS 2. ALL REINFORCING STEEL SHALL -BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN 40 FOR #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM 2 1/2 FEET. CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2". 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EQUIVALENT FLUID PRESSURE EQUAL 3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR REVIEW: THE E¶#4 BARS AT1g"BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACINGISCITY OF SIMI VALLEY SPECIAL NOTES THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE 1. SEE THE ATTACHED CITY OF SIMI VALLEY STANDARD SWIMMING POOL PLAN NOTES FOR OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY APPLICANT PLAN SUBMITTAL REQUIREMENTS, POOL LOCA11ON AND SETBACKS, STRUCTURAL GIVEN POINT IN THE POOL STRUCTURE. DESIGN PROFESSION REQUIREMENTS, CONTRACTOR AND INSPECTION REQUIREMENTS, AND BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE DISPOSAL OF POOL WASTEWATER. INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 2. SHOTCRETE REQUIRES SPECIAL INSPECTION AND SPECIAL/DEPUTY INSPECTOR MUST HAVE 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1913 & SHALL HAVE CURRENT REGISTRATION WITH THE CITY OF SIMI VALLEY. A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAS, WHERE APPLICABLE, 3. THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP) IS 60 PSF/FT (PCF) FOR POOLS SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY IN LEVEL GRADEAEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE SETBACK REQUIREMENTS. REQUIREMENTS THAT DO NOT SUBMIT OR REQUIRE A SOILS REPORT (TABLE 1610.11 7-CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 319 SECTION 3.2, ASTM C 150. 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL. 9. KEEP CONCRETE DAMP-COU-9tJlIOUWY-: EDR-4-4 DAYS--_ _z: -_ 10.ALL INTERIOR SURFACES OF,-POOL/SPA SHALL BE COATED NTH A WATER-RESITANT 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. " - - I - - SPECIFICATIONS. SEE STRUCTURAL NOTE #1 SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. L�, RAISED BOND BEAM N.T.S. 5 NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6 UNDISTURBED OR 90% COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, NOTE: -BOND BEAM PER TABLE 9" & LARGER CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES SPA AIR -LINE NO. 1 & DETAIL #12. I I 2"� 2, 9 1/2"(7- 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO MAY BE LOOPED I EXPANSION JOINT'& SEALANT to 12"BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID INTO SPA BOND o rwvvnnr �r n �T - �n nnr nr:� -- -, 4'=0" MIN. REQ'D. FOR EXPANSIVE SOILS. COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, z �. a i LEVEL TOP OF GUNITE PER DETAIL #8 PROVIDE 2 1/2"BEAM. MAINTAIN X o -s a , , (2) #3 x I - i (4) #3 BARS W/ GROUT & PLACE IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR 1" CLR. TO REINF. m a ` ' BARS. ¢ CLR. BETWEENI 6" 15 FELT OR 4 MIL. DECKING �- ELECTRICIAL J' BOX. COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY #PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE w x 3 BARS o 1" MIN. CLR. VISQUEEN ON TOP. 8" MIN. ABOVE DECK, WATER THICK # COPING AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION ' 3" ¢ AROUND ALL LINE OR 'FLOOD LINE WHICH FINISH BOND BEAM W/ (4) #3 BARS DECKING. SPA LIGHT 12" O.C. N 3 BARS 12" TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, ''- PIPES. k ' # GRADE. PER TABLE #1 & DETAIL #12. o o EA. WAY. O:C. EA. WAY. EVER IS GREATER. 0_ THE USER ACKNOWLEDGES THAT HE HAS READ & I +rv'4vnnr - BOND BEAM PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. d EQ. EQ. �L`arwrw I SKIMMER _ _ PLUMBING MAY BE LOCATED \\. I I a ' ti co WATER WATER COVER. IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL LINE. 24" LINE. BARS MAY BE OVER OR CALCS BY: A.J.C. ',: MN 2 3 BARS O �I z ZCOMPACTED 2 1/2" C MAINTAIN 1" CLR. TO REINF. CLR. REINFORCING PER DETAIL 10.O #I ' DRAWN BY: T.L.L. # �LA - 4-, \ c3 � c> UNDER VERTICAL BARS. NOT REQUIRED IF 6" MIN. 1 w CLR. a 0 __j CLEAR PROVIDED. 41 -z 5" MIN. �� _ BOND \� I CO w sti9 FILL M z N PRECAST COPING OR BRICK 12 10 1 24" MIN. LAP ¢ AROUND ALL. BEAM - a \�lp�\ ' d o w ®Q 8" CHECKED BY: R,L.L. CIRCULATION DRAINS: INTO SPA FLOOR #3 BARS UNDER �� X \ Fti , \N• o- #3 BARS BENT PROVIDE (2) AN1I-VORTEX CIRCULATION DRAINS PER PUMP, -T OR POOL WALL. ®12"O.C. T (2) #3 'Z' BARS _ SKIMMER. #g COPPER \ P t 6" M m O, O # 104 0 48" O.C. COVERED WITH APPROVED A.S.M.E. ANTI -ENTRAPMENT GRATES, EA. WAY. GROUND WIRE \�� , r \ o \9�A N a> 2 3 BARS (- THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY J I \ <-VENEER. PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SECTION AT SKIMMER C.E.C. APPROVED j L � cO o BEND (6) #4 BARS. FIXTURE Fo _ - - oo VERT. STEEL 3"or SEPARATED BY THREE FEET IN ANY DIMENSION. SEE CONDUIT. I LENS = �F - - --iFSSlO�` ELECTRICAL AND PLUMBING NOTE 8. 45' OR 90'. L CLR. �� { 24" 6" RECESSED I_ 1 ` TILE �1 J • C a° POOL MIN. (2) #3 BARS MI LIGHT. �9�/, J�O BOND BEAM PERK NO DECK WITH SPA DETAILS MAY BE USED L/ LAP EACH WAY �I ��° �P. TABLE NO. 1. <-PLASTER EXPANSIVE SOIL CONDITION ONLY SPA DETAILS - FOR SPAS WITHOUT POOLS. N'T'S' 7 AROUND NICHE. 1 3" 18" MIN. O``' E.F.P. = 62.4 P.C.F. 0 5 8 LAP, TYP. ROCK OR BRICK NOTCH CITY OF LOS ANGELES ONLY P. 3a-09 4'-0" MIN. IMPERVIOUS DECK ° ^ a s APPROVED SEALANT - VERT. STEEL SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER WOOD POST FROM � C w 3 1/2" PER FOOT o 5' ®6" O.C. ATTACHED PATIO COVER T A11V DRAIN (2) #3 BARS. NOTES: 5'-O" DEEP &BELOW. _ MAX. DEAD +LIVE LOAD = 2000 Ib. _ 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TOOR z HORIZONTAL STEEL '�� ROCK ON BOND BEAM. I I LEVEL TOP OF BOND BEAM NOTE: BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC I I WITH GROUT & PLACE 1 N# C 3" CLR. � 5" MIN. #3 BARS ®12" O.C. TYP. M FELT OR 4 MIL. VISQUEE ON J SATURATION' -' PROVIDE CONTROL JOINTS CONDUIT CAN BE USED MATH INSULATED NO. 8 COPPER WIRE L I a O N I RECOMMENDED WHERE APPROPRIATE. TYPICAL. TYPICAL. GALV. SIMPSON POST BASE. I i�� U o INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. TOP OF BOND BEAM. " w U_ NOTE: BOND PER ELECTRICAL & o PRIOR TO 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH PLAN VAUD ONLY WTH WET L_ J POURING DECK. I EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24" MIN. EACH SIDE OF RAMP. _ STAMP & ENGINEER'S SIGNATURE 6" REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING FIXTURES U.L STANDARD 676. MASTIC IN RED INK ON PLAN. SEE ELECTRICAL AND OTHER EXP. MATERIAL. CONCRETE SHALL 3 1/2" MIN. CONC. DECKING. L _ PLUMBINTILE G NOTE #2 REGARDING I- FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR < AUTHORIZED SIGNATURES: EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER CONCRETE RONALD L. LACHER, P.E. N AARON J. COWEN, P.E. IN EXPANSIVE SOIL DETAILS ARENOTUSIESWHERE TABLE 1,MIN DECK SCHEDULERECQMTS N.T.S. g SKIMMER DETAIL N.T.S. g SECTION AT LIGHT N.T.S. L10ASHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.S. 12 BRIANODD LD.LOLSON, P.E. SHEET: STANDARD PLAN APPROVALS: ) # # ( > STANDARD POOL p001 Ron Lacher, R.C.E. PREPARED IN ACCORDANCE WITH CITY OF LOS ANGELES: 268 REQUIRES PEI 100-LA SAN BERNARDINO: 07-13533-225A-01 KERN COUNTY: 213 USE 45 P.C.F. MIN. WITHOUT SOILS REPORT 1201 N. Tustin Ave. CITY OF ONTARIO: RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) THE 2007 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807 SAN DIEGO: MP #92 ORANGE COUNTY: #SW-07-0348 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES STRUCTURAL PLAN c ) SIMI VALLEY: 2008-1 REQ'S SIMI VALLEY NOTES ATTACHED LOS ANGELES COUNTY: #26077 VENTURA COUNTY: S.P.A. # 6-2008 (REQ'S PEI too-VCO) 2006 INTERNATIONAL BUILDING CODE 1E' C. Fax: (714) 630-6114 100 SANTA CLARITA: #306 REVS SUPPLEMENTAL NOTES CITY OF BEVERLY HILLS: #13 Phone: (714) 630-6100 COPYRIGHT 2007-2008, POOL ENGINEERING INC. DAM WALL 6" DAM -LAP INTO SPA REINF. HORIZ. BAR LAP SPLICE:. 12" DAM _ -LAP INSIDE BARS INTO SPA REINF. -LAP OUTSIDE BARS INTO POOL REINF.