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06-3018 (RPL)" P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-701.1 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/17/06 Application Number: 06-00003018 Owner: Property Address: 43154 PARKWAY ESPLANADE E SCOFIELD APN: 609-380-999-88 -293234- 43-154 PARKWAY ESLPANADE E Application description: POOL -.RESIDENTIAL LA QUINTA, CA ' Property Zoning: LOW DENSITY RESIDENTIAL LA QUINTA, CA 92253 Application valuation: 31500 Contractor: r045 Applicant: Architect or Engineer: UNIVERSAL ROCK POOL &r/ 2601 N. DEL ROSA AVEUG 1 I 2006 SAN BERNARDINO, CA 92(909)881-1112 OF LA QUINTA Lic. No.:, 831999NANCE DEPT. LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION ' I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect._ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided Li nse Class: .C53 _ License No:: 831999 _ - for by Section 3700 of the Labor Code, for the performance of the work for which this permit is w /,g - - issued. .t- Date: I i� onuactor. f�e/'� { I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor �---V '- Code, for the performance of the work for which this permit is issued. My workers' compensation OWNER -BUILDER DECLARATION insurance carrier and policy number are: . I hereby affirm under penalty of perjury -that I am exempt from the Contractor's State License Law for the Carrier STATE FUND Policy Number 1826575-2005 following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires.a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the ' person in any manner so as to become subject to the workers' compensation laws of'California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State . and agree that, .if I should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code). or _ 3700 of the Labor Code, I shall f;j�aply with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by i �- % � -- any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: _ Date ✓Applicant: (_) I, 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 WARNING: FAILURE TO SECURE ORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, . SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO. THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THELABORCODE, INTEREST, AND ATTORNEY'S FEES. 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.). APPLICANT ACKNOWLEDGEMENT (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. - -- - - property who builds or improves thereon, and who contracts for-theprojectswith a contractor(s)]icensed - - 1.- Each person upon whose behalf this application is made, each person at whose,request and for _ pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, 1 _ 1 I am exempt under Sec. B.&P.C. for this reason the owner, 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. ' Date: Owner: 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 CONSTRUCTION LENDING AGENCY permit to cancellation. . I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the I certify that I have read this application and state that the above information is.correct. I agree to comply with all " work for which this permit is issued (Sec. 3097, Civ. C.). city and county ordinances and state laws relating to building construction, and hereby authorize representatives _ of is county o ent upon the above-mentioned prop�for. Lender's Name: • r Date:- Signature (Applicant or Agent): , Lender's Address: '� N LQPERAIIT _ . LQPERDIIT Application.Number 06-00003018 Permit . . BLDG POOL PERMIT Additional desc . Permit Fee 297.50 Plan Check Fee 193.38 Issue Date . . . . Valuation 31500 Expiration Date 2/13/07 Qty Unit Charge Per. Extension BASE FEE 252.00. 7.00 6.5,000 ------------------------------------------------------------------- THOU BLDG 25,001-50,000 45.50 --------- Permit ... . MECH POOL Additional desc . Permit Fee 26.00 Plan Check Fee 6.50 Issue Date Valuation . . . . 0 Expiration Date 2/13/07. Qty= Unit Charge Per Extension BASE FEE 15.00- 1.00 11.0000 EA MECH FURNACE >100K 11.00 Permit ELEC POOL PERMIT -RES Additional desc . Permit Fee .. . . . 45.00 Plan Check Fee 11.25 Issue Date Valuation . . . . 0 Expiration Date 2/13/07 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 2/13/07 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 6,QQQQ 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 Special Notes and Comments POOL/SPA WITH WATERFALL PERMIT DOES NOT Application Number . . . . 06-00003018 Special Notes and Comments -INCLUDE BLOCK WALL OR EQUIPMENT. INCLOSURE " Fee summary Charged Paid Credited Due Permit Fee Total 401.50 .00 .00 401.50 Plan Check Total 219.38 .00 00 219.38 Grand Total 620.88 .00 .00 620.88 LQPERMIT _ - - Bin # City of La Quinta Building & Safety,Division . P.O. Box 1504, 78-495 Calle Tampico. La Quinta, CA,92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # D ADW Project Address: L` rOwner's Name: A. P. Number: Address: Legal Description: Contractor:�J����� ,f' L a�C✓�G�✓ Awe City, ST, Zip: Telephone: 2(96 ;7 7-2 %�S-!j/ r s Address: •61,eje— Project Description: City,ST, Zip: !:- Telephone: 0e Y�WI!<2_ State Lic. # : �� /%C y . City Lic. #: gr. Arch_4_n2 /1 �F rqesigner: Address: lc"(/I X% TAiv- e (-F 4 City, ST, Zip: . � � C/ 2— 94i % Seev,4 AvT S'�wcT. 7�Telephone:/` 7 � �� ��Da ` ' q Construction Type: G 5- Occupancy: State Lic. #: j 7 Project type (circle one): e3 Add`n Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: S-06) DO APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING. PERMIT FEES Plan Sets Plan Check submitted 8 J Item Amount Structural Calcs. Reviewed, ready for corrections Plan Chec& Deposit Truss Calcs. Called Contact Person b Plan Check Balance Energy. Calcs. Plans picked up Construction Flood plain plan Plans resubmitted McchanicA Grading plan 2"" Review, ready for corrections/issue 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 Q lJ n School Fees Total Permit Fees l Community Association August 14, 2006 Brian Et Laura Scofield 43-154 Parkway Esplanade E. La Quinta, Ca 92253 RE: ESPLANADE COMMUNITY ASSOCIATION 43154 PARKWAY ESPLANADE E. - Plans Dated 7-1206 - Pool & Spa Dear Mr. ft Mrs. Scofield: Your architectural request to install a pool and spa has been approvedl by the Architectural Committee under the following conditions: 1. The finish lot grading and drainage are constructed on this lot in accordance with the requirements of the governmental agencies in this jurisdiction. For your own protection, please be sure that landscaping, walls, patios and other improvements installed provide for positive drainage away from the foundation of your home (2% minimum) and away from your neighbor's property. You will be responsible for damage to your home or lot or to your neighbor's home or lot due to improper modification of the finish lot grading and/or drainage. Please also refer to Section 8,2.15 Utility Drainage Easements and 8.2.18 Alteration of Slope Improvements Prohibited of your Declaration of Covenants, Conditions and Restrictions entitled "Drainage" for more details. NOTE: Extra precautions should be taken with planter areas next to the foundation, where trapped water can lead to damage to the foundation. Since the finished grade should be maintained 6 inches below the house slab, any installed concrete work should not trap water against the foundation. In addition, planters should not be allowed to Fill above the required grade. 2. Trees should be planted far enough from existing fences so as to prevent damage to the fences and existing foundations as they mature. 3. You must comply with all City ordinances. Continued on next page DESERT RESORT MANAGEMENT P.O. Box 4772/ Palm Desert California 9226 1-47 72 73-550 Alessandro/ Palm Desert, California 92260 To-li-m'lnnw .74M �GI 1 ]AI / Fav- 7An 'Qd4 QQ l S! / C-AAe;I- Arr ;i +arncf ��rn t Page -2- Scofield _ August 14, 2006 4. You must furnish the Architectural Committee with a copy of your. City permits for our files before work commences on these structures. 5. It is understood that the pool equipment will be shielded from view from the common area. If noise from the pool equipment becomes an issue with the neighbors, you must take the necessary steps to mitigate the noise. 6. If a wall is removed to provide access for construction, the wall must be put back up as originally designed. We trust that only licensed, insured contractors wilt be performing the work and that any required permits will be obtained. Please be reminded that any damage to the common area due to the construction in your rear yard should be repaired in a timely manner. Please review the enclosed excerpts from the Homeowner Maintenance Manual. Thank you for your cooperation in filing for Architectural approval. If you have any questions or need further assistance, please feel free to contact me. Since TION Assistant Association Manager NR/kc Enclosures R_ REVISED. 8/1-7/01 Name: 3131 N LAUfZ/11 SevFtE+ f1 1� ®C�93154 �IRKW�IY E: ->-R ADc EA57 Address: n J City: LA O KMA zip:g 22 s3 ,a Pho e e #?72�725q Office #: Mobile #:852.1515 + at> Lot:g� TractAPN n #: .y Map Book Page 15A 10 A& County: t� \ Z . Data: Sold IlO{�iB___ l� �((1%� Checked 8y & �rCross Street:ESP .ANAOC I)CL 2601 N. Del Rosa Ave. Unit 113 SPECIFICATIONS San Bernardino, CA 92404 Type< In Ground�tGunite Size: (909) 882-4555 • 1-800-215-9394 Surface Area Pool: 4 1"1 1P Surface Area Spa: -3 Fax (909) 882-4545' State License # C53-831999 Perimeter Pool: E31' Spa: `Z t Depth: Min. �✓ Max. SPA SPECIFICATIONS ELECTRICAL � MASONRY Sizer r �N D Sq. Ft. 8CA By: U t'l Length: I M Coping: CiA h(71j-� Spa Dam Wall Width: 's X e� Time Clock: _ Sub Panel: (;6 Planter Wall:- No. of Jets % Lights, Poo l0 �i Spa( � Type: -1:75—x Airline Only: '/F-5 E5 Outside G.F. I. Lights: �_ GFI Outlet: Cap: Blower Only: Footings: 6 R.B.B. Facing:_ rr ExV Switch far Spa Light: Raised Spa: 19 Spillways �ry�� Equip. Wall Type: —<6x Pump: �.O b1P -� s� -s'r — \n1A'cERFALL SUt�6, ,RCo cFr-c�- �` -3/ SLOPE rt g'C� It,Srl -TUCCeo Special Notes:li7-A RI0R Cleanero Navigator Vacuum Rock Digs - EXTRA!! I . EXCAVATION Type L'�ot3 GAT /� Gold LineRemotl}Li EVNC'TION Plaster Finish Color: J� J� Misc: (Y "r coLop, S Access From: ► tires (or Deep End Ram1.__ p: SPECIAL ATTN. L t �E%T Fence Removed BY: UNI\/ { , O �l LL AT Aa-Lr,S Fence Type: 4,.Li�C7G�L Removal (25 TILE & COPING /I I'llR rjccK �R rER "'1 ll g Trash (Loads): Z ..,� Santa Rita: YES Tree Removed By: FALL & SLIDIE wl-rf1 Stump Removal By: 6" R.B.B. 12" R.B.B. t8" R.B.B. 30" R.B.B.34 36" R.B.B. Coping: — �/[��p / &q Be-OC14 J� R _ ,-+- d'7 -"(O GFF CT Tile Groups: 1-2---3 'DMA� T- �/r CAPING' cDN Tile Trim: tea: 24" R.B.B 42" R.B.B.! 48" R.B.B.— n , STEEL L -L •- 1 ilR 41 L 6" R.B.B._6 12" R.B.B. 18" R.B.B. .3 Expansive Soil: -jot - _y ,;I— Y OTHERS 6" R.B.B.—II12" R.B.B. 18 R.B.B,_ DECN,G {K�I5U B d Surcharge: By: r YER up To 44 Sq. Ft. r Loveseat Insid� t�—Outside :l� Finish: -Al- Color: (25 Spa Wall Width: x t7 Other: Mastic: l NIV Footing: Misc: Steps: Type:___ PLUMBING & EQUIPMENT.1+ Cantilever: VJ Filter: HAYINAAQ Size:AZC; rf OF Deck Drains: Curb Corer Pool Pump:�l\%�t? Size: Heater: -HAYwAAD Size:2 650K Decco Drainl Diving Board Jig: Aux. Pump: HAY Size: 2144 Equip. wall: 6 _a FII Line: AL�PF1L:L S � � �, I r, OWNER RESPONSIBILITIES Gas Une:52' Stubs: OWNER TO: _ CDPlKcs, Sheer Descents: (6 (1) Determine the approximate elevation of pool or spa at layout on day of excavation. 1 // . s Lights, Padaco pal.J- �� (2) Take notice that pool and equipment location is subject to acceptance of local I �2 Saw cut: QS /CCuurb Core:: building department at time of issuance of permit. Gold Line Salt System: [ 1 1 (3) Wet down concrete shell at bast twice daily for seven (7) days after shell is installed. �rJr Misc:O1 ft& CAE"�� (4) -Take notice that UNIVERSAL ROCK POOLS AND SPAS, INC. IS NOT RESPONSIBLE for underground conditions or objects, and any damage to curbs, sidewalks, C - driveways, lawns or other items in access area. _ _ (5) See that all fencing, gates, and garage doors meet local code prior to pre -plaster �� inspection. GUNITE (6) Fill pool immediately after plaster. (Follow instructions: do not use rubber hose). Gonne Inspection Required: Yes a No (7) NO VERBAL AGREEMENTS APPLY. v' ` Q Rope sings: Grab Rails: Owner approves plan, pool equipment locations and understands decking is for illustration ONLY. tt�� , `C�` 6" R.B.B. 12`13,8.1-95 18-1 Date: tJ Signed: G+ Love Seai( 4 Reef Step: �— Notch Bond Beam:_,_, r Notched Spa Dam Wall: tG+ 3o S —r �! `pu WALL H Spa Dam Wall Width: 8' Coping: -SAN-17A RM W 22r x L ' 1 1 SUDr= S tiI > EQUIREMEN lS STEPS 36" Minimum Width 4' Minimum 3/8"Uaximum Rise Difference between Steps 9" Minimum Run AC-TuAt- NuM3cR dl= s-ccPs My VARY \ 5L1DC- BI WoRK C3ARKIC-R r BLocll u` 3ENc,14 Ul y . 1 r � t , _(D cols -op, L\GN-r HAND RAIL 36" to 38" Height above Nose of Treads W ID'Trl ZRl- (�U N NOTE: Hand Rail constructed from Rock Work may be approved if Code requirements are met. S; GoP1NG EXTENDS '2` tNm® Pok- cDN 'DAM WAL-L, 130TH SIDES -3©` '12r o,, SS 1 3 1/ sloe toI- ----� _ _j SPA, CITY OF LA OUIN DEPT. d (0 JE -c5 BUILDING & SAFETY tsi/' RAtSC r, AP OV EID . s-Tv� EX'CERIoP, C) FOR CONS I t • Id°'NARx SPA VJALtr DAT BY vl1I CYTH." S -II FtN►sH O�-r5t0� tj r ' �1J U-1 tl] � to ' 1 1 fc = M(2) 12 in/ft jkbd2 _ Mt (2)(12) (0.887)(0.339)(12) d2 < 900 psi (1/2) y H2 YC = (12 in/ft) j d y H2 < 49 psi (2)(12)(0.887) d f c = 2,000 p.s.i. Fs = 20,000 p.s.i. fc - 0.45 f'c - 900 p.s.i. Vc = 1.1 i'fc = 49 p.9.i. LOAD DIAGRAM: QL OL - RESULTANT FROM x TYPICAL ROCKS. OIL - 1500 PLF m= H n= -L FOR m > 0.4 OL1.28 men 1 6h H C(m2+n2)2 l FOR m S 0.4 L / .203 n 6h= h H C(.16+nz)2 y = 45 P.C.F. (T = LATERAL LOAD ON POOL WALL SOIL h FROM ROCK SURCHARGE. CALCULATION RESULTS: 1500 P.L.F. ROCK FORMATION SURCHARGE EXPANSIVE SOIL, E.F.P. - 45 P.C.F. RESULTS FOR NO RAISED BOND BEAM 'D' SOIL OTM ft -f CALCULA TIONS RESISTING MOMENT: METHODOLOGY: (SURCHARGE LOADING BASED ON BOUSSINESO NET Mom RESISTING MOMENT ABOUT POINT A METHOD, MODIFIED BY TERZAGI) RM = W, d, + W2 d2 + ... W, d, y = EQUIVALENT FLUID PRESSURE W' d OTM = 1/6 y H3 + � C (P)(Q ] W ITt2 177 74 WHERE y - 45 p.c f. AND 2 ( d3 11305 P. = 1/2(a, + Q,,, )(6 in) W3v d W„ = wt. r, = VERTICAL DIST. FROM P TO z DEPTH. W4 b 4 of segment„ NET MOM = OTM - RESISTING MOMENT Ws ( ds 662 M(12 in/ft) Mt (12) d 480 fs = = As j d As (0.887) d WA e fc = M(2) 12 in/ft jkbd2 _ Mt (2)(12) (0.887)(0.339)(12) d2 < 900 psi (1/2) y H2 YC = (12 in/ft) j d y H2 < 49 psi (2)(12)(0.887) d f c = 2,000 p.s.i. Fs = 20,000 p.s.i. fc - 0.45 f'c - 900 p.s.i. Vc = 1.1 i'fc = 49 p.9.i. LOAD DIAGRAM: QL OL - RESULTANT FROM x TYPICAL ROCKS. OIL - 1500 PLF m= H n= -L FOR m > 0.4 OL1.28 men 1 6h H C(m2+n2)2 l FOR m S 0.4 L / .203 n 6h= h H C(.16+nz)2 y = 45 P.C.F. (T = LATERAL LOAD ON POOL WALL SOIL h FROM ROCK SURCHARGE. CALCULATION RESULTS: 1500 P.L.F. ROCK FORMATION SURCHARGE EXPANSIVE SOIL, E.F.P. - 45 P.C.F. RESULTS FOR NO RAISED BOND BEAM 'D' SOIL OTM ft -f LOAD OTM ft -1 1011 -DEPTH RM ft -1 NET Mom t VERTICAL STEEL fs p.s.i. fc p.s.i. rc P.S.I. 2'-0" 60 177 74 220 5%- 13 0 12' 11305 347 14.2 3'-0' 203 501 92 746 6' #3 0 6' 16114 662 20.5 4'-0' 480 977 124 1548 7' f3 0 4' 16536 722 21.5 5'-0' 938 1569 237 2523 71h' 13 0 3' 18019 869 24.6 6'-0' 1620 2242 497 3541 8'/�" I add 2 14 18176 842 25.1 7'-0' 2573 2974 1027 4520 9'%' add 3 f4 19319 806 25.6 8'-6" 4606 4146 4738 4015 10}x' 14690 561 1 27.9 RESULTS FOR 2'-6" MAX. RAISED BOND BEAM HEIGHT H' SOIL OTM ft -f LOAD OTM ft -f SOIL RM ft -f NET Mom t VERTICAL STEEL fs p.s.i. .S p.s.i. ve P.S.I. 2'-0' 60 114 74 220 5%' If 3 0 12" 11305 347 14.2 3'-0" 203 341 92 746 6" f3 0 6" 16114 662 1 20.5 4'-0' 480 701 116 1561 7" f3 0 4' 16668 728 21.5 5'-0" 938 1177 145 2660 8" 13 0_3- 16927 764 22.1 6'-0' 1620 1745 183 4050 9" add 2 14 18893 828 22.9 7'-6' 3164 2726 419 5924 IOM- add 3 f4 15844 1 737 23.8 8'-6" 4606 3443 848 7293 11" 18185 812 26.1 10'-0' 7500 4586 2378 9707 12M' add 2 f5 19595 807 27.7 11'-0' 9983 5381 7150 8213 13" 15683 1 626 1 30.4 N � - b WATER BUCKET. 6' J3 BARS 0 6" O.C. EACH WAY. 4OLLOW OR FORMED OVER RUBB 1 EQ. EQ. EQ. FOOTING TO BE 12' MIN. INTO NATURAL SOIL OR W 90% COMPACTED FILL - (EXPANSIVE SOIL) ALTERNATE BEND 3'' TY EVERY OTHER BAR.' 212' UNDISTURBED SOIL WDTH �-- 1000 PSF MIN. BEARING VALUEZ l STANDARD BOND BEAM -� MAY BE PLACED AT TOP OF WALL OR AT WATERLINE. 'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL do GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH (SEE STANDARD STRUCTURAL PLAN, DTL 14) POOL DEPTH NO RAISED BOND BEAM REQ'D TRANS. D C VERTICAL STEEL 0 to 1'6" 2%' f3 0 12'.2'-0' 2'-0' 2'-0' 2'%" f3 0 6" 2'-0" 2'-6" 3" " 2--0- 3'-0- 3" f3 0 4" 2'-0" 3'-6" 4" I Q�P� 2--0- 4'-0- 4" f3 0 3" 2'-0- 4--6- 4'/l" odd 2 f4 2--4- 5'-0' 4%" add 2 f4 2'-6" 6'-0' 5" " 2--9- 7'-0' 6" 2'-11" 8'-0" 7" " 2'-9" 8'-6" 7" add 2 f5 2'-9" f3 BARS 0 12. O.C. - EACH WAY FOR BENCH. VERTICAL STEEL - SEE TABLE 604. HOR17ONTAL STEEL - f3 BARS 0 12' O.C. TYP. THROUGHOUT. 13 0 6' O.C. W/ 24' LAP. 13 0 6' O.C. HORIZONTAL (2) f3 BARS 0 END. cy io 2'-6' MAX. f3 BARS 0 6' O.C. EACH WAY. ARTIFICIAL SURFACE FORMED AS DESIRED. TEQ' BOND BEAM PER STANDARD POOL .� STRUCT. PLAN, DTL fl do {12 r TOTAL HEIGHT 2'-6" MAX. R.B.B. REQ'D TRANS. H C VERTICAL STEEL 0 to 1'6' 2%" #3 0 12" 2'-0' 2'-0" 2'%" f3 0 6' 2--0- 2--6- 3" rTOP OF BOND BEAM 2--0- 3'-0- 3" f3 0 4' 2--0- .3'-6' 4" I Q�P� 2'-0" 4'-0' 4" f3 0 3" 2'-0" 5'-0' 5' odd 2 f4 2'-10 6'-0' 5%' tiQ . 'C' CONCRETE COVER O 1 BE ED 3'-9" 6'-6" 6%" add 3 f4 4'-2" 7'-0" 7" 4--5- 8'-0* 7" 4'-4" 9'-0" 8" add 2 f5 4'-2" 10'-0" 9" 4'-0' 10'-6' 9%" 11'-0" 9x" 3'-11" TOP OF BOND BEAM (WALL W/ R.B.B.). 12' MIN. EMBEDMENT. W *SEE NOTE X m HORIZONTAL STEEL ZE 6 _ J3 BARS 0 12. O.C. e o TYP. THROUGHOUT. N N 1 VERTICAL STEEL rTOP OF BOND BEAM a = ; SEE TABLE 604. [-(STANDARD WALL). * NOTE: TOP OF - POOL WALL TOP OF LOVE SEAT. BENCH. < *SEE NOTE I l * NOTE: Lj OPTIONAL WALLC I Q�P� UNDISTURBED EA�GURATIONRTH MAY BE LEFT h o IN PLACE FOR BENCH. MAINTAIN \ G �P P�oP�(� PROPER GUNITE THICKNESS AND � 71 \ STEEL PER TABLE 604. tiQ . 'C' CONCRETE COVER O 1 BE ED ABLE BUNIFORMIY. a TC \ SE SEE L TABLE 604 TRANSITION WALL TO FLOOR STEEL do THICKNESS ADD BARS O'EINFORCING DIAGRAM WHER ..._ ADD (2) 14 BARS OR (2) 15 BARS PER FOOT. EVENLY SPACED. W/ f3 BARS 0 12' O.C. VERT. do HORIZONTAL THROUGHOUT. SPECIFlED ADD (3) f4 BARS PER FOOT. EVENLY SPACED. rl0 w o N p rn LLT > m v U Q c 'D o 1Z J Z N v d c C p (0 X O 0 N C (9 .c M < ILL a Q�p ES 1piy� _ :S"Y O 4' J. CO �ifi � Z z a W F w s-, Q z O No. 7 Z U w U Z � Z~ in N Ln __w z OZ mo o-< a -i z > Qa DATE: 10/28/02 S2 o En CALCS BY: A.C. N F CHECKED BY: R.L.L. GROTTO SURCHARGE ARTIFICIAL (SOLID) OR REAL EQUIVALENT FLUID PRESSURE = 45 P.C.F. (PLUS SURCHARGE) SEE LOADING DIAGRAM DETAIL #604 s i ` -- GENERAL NOTES: 1. LAP ALL STEEL 12' M!N. UNLESS NOTED. 2. ARTIFICIAL ROCK MAY NOT RETAIN SOIL 3. AN ADDITIONAL PERIMETER FOOTING IS REQUIRED FOR EACH ADDITIONAL HORIZONTAL SPAN OF ROCK FORMATION. 4. FOR 6'-0' MAX. HORIZONTAL SPIN, USE ##33 BARS 0 6' O.C. EACH WAY, AND 5' MN. tANCRETE WITH STEEL PLACED N CENTER. 5. ARTIFICIAL ROCK FORMED OVER DEBRIS OR SSHAPE & C, ROCKS MAY VARY.BE 6. FOR POOL WALL, SEE STANDARD POOL STRUCTURAL STEEL ATE DETAIL & GUNITE SCHEDULE. FOR 7 OTENTIAL DIFFERENTIAL MOVEMENTS BETWEENE To PARTIFICIAL ROCK AND SWIMMING POOL STRUCTURE, CONTROL JOINTS SHALL BE CRACKING FROM THE SWIMM NGPOOL ISOLATE DOWELING NOTES: 1. EPDXY TO BE EPCON CERAMIC 6 EPDXY OR EQUAL INSTALL PER MANUFACTURER'S SPECS. 2. BONDING TO EXISTING SURFACE' A) EXISTING SURFACE MUST BE SOUND -FREE OF DEFECTS, CLEAN AND FREE OF BOND INHIBITING MATERIALS. 8) EXISTING SURFACES WILL BE ROUGHENED BY CHIPPING OR OTHER SUITABLE MEANS TO PROVIDE OPEN PORE STRUCTURE. ALL LOOSE, CRACK, OR DETERIORATED MATERIALS SHALL BE REMOVED. C) CLEAN EXISTING AREAS BY WATER BLASTING. D) TS SHALELNTBEAB UBONDING SHED ONTO THHEESUB TRATE FOR PROPER ABSORPTION INTO PORE STRUCTURE. SATURATED SURFACE DRY OF THE SUBSTRATE SHALL MAINTAINED TO PREVENT PREMATURE BE DRYING OF BOND BEAM. ' Io SEE GENERAL NOTES /3. 13 BARS 0 12' O.C. EACH WAY, TYPICAL SUBMERGED ROCK SURFACE TO BE WATERPROOF. •0' MAX. SPAN /3 DOWELS 0 24' O.C. — LAP 24' INTO POOL WALL NOTE. FOR DOWELING INTO POOL SEE DETAIL V. SEE GENERAL NOTES 16. LESS THAN 4'-0' HORIZONTAL SPAN (SEE GENERAL NOTES /4) / ! `—LATH BACKING (OPTIONAL). / ALL STEEL / TO BE 3' CLR. / n FROM EARTH. 0 12' WIDTH SEE GENERAL NOTES #3. 13 BARS 0 12' O.C. EACH WAY, TYPICAL SUBMERGED ROCK SURFACE TO BE WATERPROOF. /3 DOWELS 0 24' O.C. — LAP 24' INTO POOL WALL NOTE. FOR DOWELING INTO FOOTING TO BE POOL SEE DETAIL V. a 12' MIN. INTO SEE GENERAL NOTES j6. o UNDISTURBED SOIL or 90% COMPACT FILL ARTIFICIAL ROCK WATERFALL o LEVEL GRADE CONDITION LESS THAN 4' -0 - HORIZONTAL SPAN (SEE GENERAL NOTES /4) 12/16/ "• LATH BACKING (OPTIONAL). J.K.H.B. CALCS BY: 2 CHECKED BY: R -LL �? �• 6. OPTIONAL f4 DOWELS ®XISTING LATH BACKING (OPTIONAL). or LESS. DOWEL INTO Ar .h 12' MIN. LAP ALL STEL POOL WALL WITH 3 3/8' MIN. EMBEDMENT, FILL WITH EPDXY. z FOOTING TO BE FROM EARTH. T TO BE 3' CLR. / UNDISTURBED SOIL 12' MIN. LAP, TYP. — — FROM EARTH. WATERFALL FEATURE TO BE PLACED ON 12' d• a HORIZONTAL BENCHES. y,�OT}{ SUBMERGED ROCK SURFACE TO ' BE WATERPROOF. WATERPROOF GUNITE SUBSTRATE PRIOR TO ARTIFICIAL ROCK INSTALLATION. v /3 BARS 0 12' O.C. or LESS. /3 DOWELS 0 24' O.C. SEE DETAIL' FOR DOWELING REQUIREMENT. DOWEL INTO EXISTING POOL WALL 1WTH 3 3/8' MIN. LAP 24' INTO POOL WALL EMBEDMENT, FILL WITH EPDXY. SEE GENERAL NOTES 1s.____� ARTIFICIAL ROCK ON BOND BEAM LAPPING CONDITION LESS THAN 4' -0 - HORIZONTAL SPAN (SEE GENERAL NOTES /4) ARTIFICIAL ROCK WATERFALL 2:1 UPSLOPE CONDITION /3 BARS 0 12' O.C. or LESS. DOWEL INTO EXISTING POOL WALL WITH 3 3/8' MIN. EMBEDMENT, FILL WITH EPDXY. DOWELING DETAIL �1 N0 SCALE DATE: 12/16/ DRAWN BY: J.K.H.B. CALCS BY: 2 CHECKED BY: R -LL LATH BACKING (OPTIONAL). Ar ALL STEEL TO BE 3' CLR/ z FOOTING TO BE FROM EARTH. T 5 a 12' MIN. INTO / UNDISTURBED SOIL or 90% COMPACT FILL WATERFALL FEATURE TO BE PLACED ON 12' a HORIZONTAL BENCHES. y,�OT}{ ARTIFICIAL ROCK WATERFALL 2:1 UPSLOPE CONDITION /3 BARS 0 12' O.C. or LESS. DOWEL INTO EXISTING POOL WALL WITH 3 3/8' MIN. EMBEDMENT, FILL WITH EPDXY. DOWELING DETAIL �1 N0 SCALE DATE: 12/16/ DRAWN BY: J.K.H.B. CALCS BY: A.C. CHECKED BY: R -LL ti 0 co CD rn o m ca > U Q o cr c = o co Uto r c9 Z J 6 L O o N C m •_ 1.-QL a ZZ og N U n ZLj.J Z 0 p Z U U W Z ]C Ll _ p N >- `'' o z w n - O? m 0 Ld O o Q CL Cn cn ARTIFICIAL ROCK/WATERFALL DETAIL DETAIL #600 CALCULATIONS THIS MT' �'M BE USED WHEN °TMER OF ARTIFICIAL ROCK (FORMED VVE 1HE FOLLOWNG (2) COND111ONS DUST-- DEBRIS OR SANS BAGS) UR -METHODOLOGY.-1. 'A' IS LESS THAN 10'-0'. REAL ROCK - *SEE NOTE (SURCHARGE LOADING BASED ON BOUSSINESQ METHOD, MODIFIED BY TERZAGI) _ 2- ALTERNATE CMD11ION BfI OW. U(MANEX WEIGHT 1 lb PER AR PRESSURE UN in /ft) Mt (12) RM = Wide + W2d2 + ... W.d. EQUIVALENT FLUID S�SEU �r(P)(r)� fs = � j d = � (0.887) d d 1 W� 1 1-11n DISE h d2 WATER OTM - 1/6 y H' + L Q L - 1500 PLF : W2 1 rc p.&L W2 1 WHERE y - 60 p.c.f. AND P, = 1/2 (Q, + Um )(6 in) M(2) 12 in/ft fc = j k b d2 = Mt (2)(t 2) < 900 psi (0.887)(0.339)(12) d2 REAL ROCK *NOTE REAL ROCK PLACED REAL ROCK SHALL m= H n= H r =VERTICAL DIST. FROM P, TO z DEPTH. (1/2) y H2 y HZ T DIRECTLY ON A MORTAR BED TO PREVENT SLIDING AND ROTATION. of segment. NET MOM = OTM., + OTM,, - RESIST MOM. _ (12 in/ft) j d __ (2)(12)(0.887) d < 49 �� ROCKS WITH A DIAMETER LESS W4 b d ` Ws d THAN 1'-6" SHALL BE EMBEDDED = lSiE� OTM = 1/6 y H' S f'c = 2,000 p.s.i. fc = 0.45 f'c = 900 p.s.i. A MINIMUM OF 1' INTO MORTAR. 3- WHERE y = 62.4 p•c.f. NET MOM = OTMwAx+ RESISTING MOMENT Fs = 20,000 p.s.i. Vc 1.1 49 p.s.i. ROCKS WITH A DIAMETER GREATER THAN V -6r & LESS THAN S-0" FOR m S Ws 1 248 -88 �'. 1 SHALL BE EMBEDDED A MIN. OF 3- 13 0 3' Q= S 3 n C.20.16+n2)2 Ws Y MITO MORTAR. WHEN THE DIA. A W us DIAGRAM: 4040 OF THE ROCKS EXCEED 3'-0', 4)4' RESISTING MOMENT: LOADING 770 CONTACT POOL ENGINEERING. 7'-O' 3430 RESISTING MOMENT ABOUT POINT A CASE I x QL - RESULTANT FROM CASE ►' RM = Wide + W2d2 + ... W.d. QL TYPICAL ROCKS. W, d 1 d 1 W� 1 1-11n DISE h d2 WATER VERTICAL STEEL Q L - 1500 PLF : W2 1 rc p.&L W2 1 318 163 W = wt 480 3- m= H n= H W, 1 d3 W' 1 d of segment. 501 281 N 808 FOR m > 0.4 (Th = W4 b d ` Ws d 21.1 = 977 666 HL C('nz-) 0.4 1703 ds- 3- f3 0 4- 17297 734 23.0 FOR m S Ws 1 248 -88 �'. 1 534' 3- 13 0 3' Q= S 3 n C.20.16+n2)2 Ws d A W us 52S -10 4040 h H / 4)4' add 2 f4 e 770 25.7 7'-O' 3430 2974 3567 CASE I 5281 CASE ►' y = 60 P.C.F. y = P.C.F. Qh = PPOOLLWWALLLFFROM add 3 f4 15844 787 CAM n CASE CASE I ROCK SURCHARGE. CALCULATION ATION -RESULTS: FREESTANDING WALL W/ ROCK SURCHARGE EQUIVALENT FLUID PRESSURE - 60 P.C.F. RESULTS FOR NO RAISED BOND BEAM DEPTHSOIL OTM ,D, ft -1 LOAD WATER OTM OTM ft --f ft- f SOIL WATER RM I nM ft -1 ft- f Mom CASE I dl SOIL DISE h d2 WATER VERTICAL STEEL ft p.s.i. fc p.s.i. rc p.&L 2'-6" 156 318 163 88 -34 480 3- 3- f3 0 12- 18838 499 16.4 3'-0" 270 501 281 97 -44 808 3" 3" f3 0 6" 16327 646 21.1 4'-0" 640 977 666 129 -85 1703 4- 3- f3 0 4- 17297 734 23.0 5'-0' ...)0 1569 1300 248 -88 2824 534' 3- 13 0 3' 15621 835 22.2 6'-0' 2160 2242 2246 52S -10 4040 6' 4)4' add 2 f4 18025 770 25.7 7'-O' 3430 2974 3567 1123 199 5281 6)¢' S}�' add 3 f4 15844 787 29.3 8'-6' 6141 4146 6387 5582 157 6544 7" 7- 765 18160 862 35.4 Rpf,-m T5 FOR 2'-6" MAX. RAISED BOND BEAM HEIGHT 'H' SOIL OTU ft -f LOAD OTM ft -f WATER OTM ft -f SOIL RM ft -f WATER RM ft -f Mom CASE I dl SOIL CASE 11 WATER VERTCAL STEEL I's P•s.i. fc p.s.i. tic PAL 0 12' Q.C. 156 210 0 88 -34 480 3' 3' 13 012- 18838 499 16.4 3'-O" 270 341 1 97 -44 BOB 3' 3' f3 0 6' 16327 646 21.1 4'-0" 640 701 35 121 -93 1716 4" 3" f3 0 4" 17426 739 23.0 5'-0' 1250 1177 163 152 -156 2966 5" 3" f3 0 3' 18130 799 24.4 6'-0' 2160 1745 446 193 -261 4580 6%6' 3" add 2 14 18786 765 23.8 7'-0" 3430 2385 948 313 -312 6178 7)4' 3' add 3 f4 15946 726 25.4 8'-0" 5120 3079 1730 622 -196 7823 8- 3%" add 2 15 18260 817 28.4 9'-0' 7290 3816 2856 1253 7 9854 8)4' 434' add 3 15 15442 825 31.7 11'-0" 13310 5381 6387 7882 1 183 1 10809 9%- 6%- 15064 864 38.9 --ACONTINUOUS 20 MIL PVC FEUME LINER IS RECOMMENDED TO PREVENT LEAKS IN THE EVENT OF CRACKING OF WATER FEATURE. ARS - BOND BEAM PER STANDARD f TOP OF BOND BEAM STRUCTURAL r� p A BDETAIL � I (WALL W/ R.B.B.) PROVIDE POSITIVE DRAINAGE. . e STANDING WATER NOT PERMITTED. _ VERTICAL STEEL SEE TABLE 560. (EXPANSIVE SOIL) STANDARD BOND BEAM MAY BE PLACED 0 TOP l OF WALL or 0 WATERLINE io G' ,,BEgNNMG O D = 5'-0' a2 O 12' O.C. USE 13 BARS 3- BEGINNING 0 D - 6'-0" 2'-0' s OR MORE USE f4 BARS 0 12' Q.C. UNDISTURBED SOIL z 1000 PSF MIN. BEARING VALUE 7 o HORIZONTAL STEEL 13 BARS 0 12' O.C. n . TYP. THROUGHOUT. ` TOP OF BOND BEAM (STANDARD WALL) F WATER LINE. a1 �Y ~ HORIZONTAL STEEL TBARS 0 12 O.C. :1 TYP. THROUGHOUT. DISTANCE TO Ixlll ;aiT - Q. v h/6 (10'-0" MIN., 20'-0" MAX.) OR PERP� ENGINEERING. TICAL STEEL F 'Q' IS LESS THAN h/6 (10'-0' MIN.). SEE TABLE 560. d1 do d2 TO BE CHANGED UNIFORMLY. ALTERNATE CONDITION_ MULL 560 SEE TABLE Sso. ID' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL & 10'-0' OR LESS GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH (SEE STANDARD STRUCTURAL PLAN. DETAIL f4). POOL NO RAISED RETAINING WALL ADD BARS 1 1 I POOL TO BE TIED W/ 13 BARS O 12' O.C. VFRT. & N HORIZONTAL THROUGHOUT. N Af1QI - Lw - ADD (2) 14 BARS OR (2) f5 BARS PER FOOT. EVENLY SPACED. _ . S"ECIFIED ADD (3) #4 BARS nR (3) f5 BARS PER FOOT. EVENLY SPACED. DEPTH Q REQ'D TRANS. D d 1 d2 io m 3' 3- f3 0 12" 2'-0' F WATER LINE. a1 �Y ~ HORIZONTAL STEEL TBARS 0 12 O.C. :1 TYP. THROUGHOUT. DISTANCE TO Ixlll ;aiT - Q. v h/6 (10'-0" MIN., 20'-0" MAX.) OR PERP� ENGINEERING. TICAL STEEL F 'Q' IS LESS THAN h/6 (10'-0' MIN.). SEE TABLE 560. d1 do d2 TO BE CHANGED UNIFORMLY. ALTERNATE CONDITION_ MULL 560 SEE TABLE Sso. ID' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL & 10'-0' OR LESS GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH (SEE STANDARD STRUCTURAL PLAN. DETAIL f4). POOL NO RAISED RETAINING WALL ADD BARS 1 1 I POOL TO BE TIED W/ 13 BARS O 12' O.C. VFRT. & N HORIZONTAL THROUGHOUT. N Af1QI - Lw - ADD (2) 14 BARS OR (2) f5 BARS PER FOOT. EVENLY SPACED. _ . S"ECIFIED ADD (3) #4 BARS nR (3) f5 BARS PER FOOT. EVENLY SPACED. DEPTH BOND BEAM REQ'D TRANS. D d 1 d2 VERTICAL STEEL 0 to 1'6" 3' 3- f3 0 12" 2'-0' 2'-0- 3- 3" #3 0 6- 2'-0" 3'-0- 3- 3- f3 0 4" 2'-0' 3'-6- 4" 3- " 2'-0- 4'-0" 4" 3- f3 0 3" 2'-0- 4'-6" 5" 3" " 2'-6- 5'-0" 534- 3" add 2 f4 2'-9- 5'-6" 534" 4- - 3'-8- 6'-0" 6' 434" add 3 f4 2'-10 6'-6' 634- 5" 4'-6" 7'-0' 6%- 5%- add 2 f5 4'-11" 7--6' 7" C" 2'-10 8'-0- 7- 7. r 2.-9r 8'-6- 7- 4'-10 9'-0- ti 0 00 p N C) rte. ui U Q o tO c c o ^ t= U n � ~ �. �Z m� c p f° 0 0 04U. O. SEE ABLE 560 TRANSITION WALL TO FLOOR STEEL . & THICKNESS TOTAL HEIGHT 2'-6" MAX. R.B.B. REWD TRANS. H dl d2 VERTICAL STEEL 0 to 1'6' 3" 3" f3 0 12" 2'-0-- 2--0- 3- 3- f3 0 6- 2--0- 3--0- 3" 3- f3 0 4" 2'-0- 3'-6- 4" 3" " 2'-0- 4'-0' 4" 3" f3 0 3" 2--0- 4--6- 5- 3- " 2'-6- 5'-0" 5" 3" add 2 f4 3'-2" 5'-6- 6' 3- - 3'-8- 6'-0' 634" 3' add 3 /4 4'-2" C'-6" 734' 3- 4'-6" 7'-0" 734* 3" add 2 f5 4'-11" �,_g• 7%- 3- 5'-0- 8'-C' 8" 8%- 334" add 3 f5 4'-11" 8'-6- 4- 4'-10 9'-0- 834" 434" 10'-0' 934 534" 4'-8" 10'-6" 9)�� 634' 4'-6" 11'-0" 934" 6366. Z .0 - -N Z �oNJ.Cp �F _Z a o O Z U V a. 5887 z W Z ON Lu z w a 9 o L�Ft ►�` Zo z mAj - M f- o >� o DATE: 05/28/02 CL (n c CALCS BY: . A.C. 3 CHECKED BY: R.LL yi FREESTANDING WALL WITH ROCK SURCHARGE EXPANSIVE SOIL EQUIVALENT FLUID PRESSURE - 60 P.C.F. DETAIL #560 C ARTIFICIAL ROCK STAIRS. SLIDE SHAPE AND CONFIGURATION BY OTHERS. ARTIFICIAL ROCK —� WATERSUDE. PLAN VIEW _r 1 NO SCALE TABLE 614 SLIDE FOOTING WIDTH FOR EACH SLIDE HEIGHT. IF SLIDE HEIGHT IS IN BETWEEN HEIGHTS i icTrn RN iNn 11P Tn NEXT FOOTING WIDTH. HEIGHT 'H' SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH UBC SECTION 1924 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000. P.S.I. AT 28 DAY'S. 7'-0" CALCULA TIONS METHODOLOGY: 6'-0" SAD LOAD: CHECK SLIDING RAT110 5'-0" W1 = 1270 plf Max wt. of slide per ft. p = 0.30 Friction Factor 4'-0" W2 = 450 plf Weight of footing per ft. Ff = p x W = 516 Ib Friction Force 3'-0" AND BELOW W = W1 + W2 = 1720 plf Total weight V = 312 Ib Base Shear LIVE LOAD: Ff = 1.652 > 1.5, Sliding OK ILL =100 psf V F-•— — —.— — — —1 WLL= (2.5ft x 1ft) x 100 psf CHECK SOIL BEARING PRESSURE • WLL= 250 lb Weight of live load. Lf = 4.0 ft Footing Width TYP. THROUGHOUT STRUCTURE SEISMIC BASE SHEAR gmax = 851psf Total Bearing Pressure I 1 Z = 0.4 Zone Factor qallow = 1333 psf Allowable Bearing Pressure I = 1.0 Importance Factor Nv = 1.6 Near Source Factor gmax < Ballow Soil Bearing Pressure OK FOOTING DOWELS. R = 2.9 Overstrength and Duclity MIN. FLEXURAL STEEL: I S = L6 x Z x Nvx I = 0.2522b = 12' 200 Rx1.4 40,000xbxd=0.121n2 d = 2%" COAT CHECK OVERTURNING Use /3 0 6' O.C. (As = 0.22 in I WRITE- RM = 3375 Ib'ft CHECK SHEAR & BENDING (7'-0' SLIDE HT): OTM = 1738 Ib'ft Use #3 0 6. O.C. (As = 0.22 in2) s RM = 1.748 > 1.5, Overturning OKk = 0.293 j = 0.902 I HOLLOW OR OTM - MAX LOADS DUE TO SEISMIC LOADING: Mmax = 863 ft—Ib < Mallow = 1101 ft—Ib FOAM (O.K. for bending) Vmax = 188 Ib < Vallow = 1622 Ib (O.K. for shear) TABLE 614 SLIDE FOOTING WIDTH FOR EACH SLIDE HEIGHT. IF SLIDE HEIGHT IS IN BETWEEN HEIGHTS i icTrn RN iNn 11P Tn NEXT FOOTING WIDTH. HEIGHT 'H' WIDTH 'W 7'-0" 4'-0" 6'-0" 3'-6" 5'-0" 3'-0" 4'-0" 2'-9" 3'-0" AND BELOW 2'-6" WATERSUDE OR STAIRS. ARTIFICIAL ROCK BOULDERS. NOTE: THIS DRAWING IS INTENDED TO DETAIL THE STRUCTURE OF THE SLIDE ONLY, DEPENDING ON THE SPECIFIC SITE CONDITIONS WHERE THIS DETAIL IS USED. LOCAL CODES & BUILDING DEPARTMENTS MAY REQUIRE THAT A GUARDRAIL BE PROVIDED. (-- PLACE 15/ FELT OR I 4 MIL. VISQUEEN ON (1) 14 BAR TOP OF BOND BEAM. CONTINUOUS. N , 6' MAX. OVERHANG. POOL WALL ala (2) /4 BARS— o HORIZ., TYPICAL / DISTANCE TO DAYLIGHT — 'Q' 'Q' = h/3 (5'-0' MIN., 40'-0' MAX.) OR PER SOILS REPORT. DOWNSLOPE COND11ION IF DOWNSLOPE CONDITION EXISTS, L— _ J THE FOOTING WILL NEED TO BE EXTENDED A MINIMUM OF 18' BELOW DAYLIGHT REQUIRMENT. 12' WIDTH WIDTH OF SLIDE BASE 'W SEE TABLE 614 o. SUDS CROSS SEC110N SCALE: 1%21 —0 — C' 9 SUDE AT BOND BEAM _-<�) NO SCALE z j, FOOTINGS TO BE 18' MIN. L INTO UNDISTURBED SOIL co o or 90% COMPACTED FILL r -- CD COo O W >'C = o C"=o ` cv CC m co co O O N C NM Lj < U- a Z Z og En ULLJ d —� Q z° zoo CD Z U U Z � Z� —� Ld Z p N 3o Lf) -J } w ::) J WCL OZ mo �M 00 zz N DATE: 12/19/05 a.. (n N CALCS BY: T.L.L CHECKED BY: A.J,C. ARTIFICIAL ROCK WATERSLIDE AND STAIR SECTION 7'-0" MAX. HEIGHT DETAIL #614 r.........�.• ems o....� c ....:............ �... 2'-6' MAX. SPAN SLIDE SHAPE & CONFIGURATION BY OTHERS. F-•— — —.— — — —1 USE 13 BAR 0 6' O.C. VERTICAL • I TYP. THROUGHOUT STRUCTURE I 1 24' MIN LAP IF SPLICED TO I I I• °I FOOTING DOWELS. I 13 BARS 0 12O.C. HORIZ. I 5 MIN.NRE COAT I WRITE- r I I HOLLOW OR EO I FORMED OVER EQ. cry FOAM I I � I• LAP SLIDE VERT. STEEL •l 24' MIN. IF SPLICE I INTO FOOTING DOWELS. ala (2) /4 BARS— o HORIZ., TYPICAL / DISTANCE TO DAYLIGHT — 'Q' 'Q' = h/3 (5'-0' MIN., 40'-0' MAX.) OR PER SOILS REPORT. DOWNSLOPE COND11ION IF DOWNSLOPE CONDITION EXISTS, L— _ J THE FOOTING WILL NEED TO BE EXTENDED A MINIMUM OF 18' BELOW DAYLIGHT REQUIRMENT. 12' WIDTH WIDTH OF SLIDE BASE 'W SEE TABLE 614 o. SUDS CROSS SEC110N SCALE: 1%21 —0 — C' 9 SUDE AT BOND BEAM _-<�) NO SCALE z j, FOOTINGS TO BE 18' MIN. L INTO UNDISTURBED SOIL co o or 90% COMPACTED FILL r -- CD COo O W >'C = o C"=o ` cv CC m co co O O N C NM Lj < U- a Z Z og En ULLJ d —� Q z° zoo CD Z U U Z � Z� —� Ld Z p N 3o Lf) -J } w ::) J WCL OZ mo �M 00 zz N DATE: 12/19/05 a.. (n N CALCS BY: T.L.L CHECKED BY: A.J,C. ARTIFICIAL ROCK WATERSLIDE AND STAIR SECTION 7'-0" MAX. HEIGHT DETAIL #614 r.........�.• ems o....� c ....:............ �... rDECKKj_ ENrt>RA NON -EXPANSIVE EXPANSIVE (6) BAR BOND BEAM REQUIRED 12" GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS IN (6) 14 BARS 0 1. THiS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE LATEST ADOPTED MUST BE INSTALLED APPROVED SEALANT RECOMMENDED (PER DETAIL #8). TABLE SOIL SOIL FOR THE CITY OF LOS BOND BEAM. FINISH BOND BEAM W/ (4) #3 SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, SLOPES AND EDITION O THE EDC SECTION 2406.4, ITEM 9 INCLUDING LOCALLY ADOPTED AMENDMENTS. ACCOf'DAHCE W/ DTL REQUIRED W/ EXPANSIVE SOIL N0. ECUIVAtENT EQUIVALENT ANGELES ONLY. �I=1i GRADE. BARS PER TABLE NO. 1 & STRUCTUf�S iN THE CITY OF LOS ANGELES. THE POOL LOCAIiON SHAl1 COMPLY IMTH THE 1. GLAZING N WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING MMEN ALL FLUID PRESSURE FLUID PRESSURE N II . \ DETAIL #12. CITY OF LOS ANGELES ZONING CODE IN SAN BERNARDINO COUNTY POOL APPROVED FOR OF THE FOLLOWING CONDITIONS ARE PRESENT: PE DECKING 1 6' COPING 30 P.C.F. 45 P.C.F.- PRIVATE USE ONLY, A SOILS REPORT MAY BE REQUIRED IN EXPANSIVE SOIL AREAS AND THE / BARS BENT A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE THE POOL SIDE OF THE GLAZING. BOND BEAMS J TO 1/4' PER FOOT. BOND BEAM SEE TABLE NO. 1 D R t AWAY FROM POOL & DETAIL 12. STEEL 3'0" V-0" � AI'I IL/ #3 0 12" 5%" #3 0 12" 3'6" Cl 0 0 5'�" 6'0" _ Q • 0-a SIH ZI V' " I z 5'/" Z� I o Q 3 V-0" 5%"5%" RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND INSPECTOR N CONFORMANCE WITH UBC CBC SECTION 1701, WHO SHALL SUBMIT A STATEMENT OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL INDICATING COMPLIANCE WiTH THE PLANS AND S'ECFlCATiONS. THE FOLLOWING AGENCIES AMONG �I L #3 0 6" 5'0' a 6" X �Z ALLOWABLE 5 1 /2' io " o W 2'-0" oCONDITIONS MIN. n 6,," N 6'0' 2'-6" 6' " 7'%" " 6'6" 3'-0' 6' " 8' ZUNDISTURBED 7'0" 3'-6' 6' " SOIL " iO 4'-0" 6%" 1000 PSF MIN. 9' " 8'0" 4'-6' BEARING VALUE. - - I NO. 2 SOIL Co o ' 8'6' 5'-0' 6',�" " 9" ' SPECIAL DETAIL REWIRED WIffN 'Q' 3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO PERMIT OFF 45 P.C.F. STEEL 012. 012" J�moo. IS LESS THAN H/6 (20' MAX) _ PEAK OPERATION. FENCING AND BARRIERS 04" 't.>M BE �p"�y SIMI VALLEY: 03' 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON - CHANGED 5%_ VERTICAL STEEL 4'-0" 6- 7" UNIFORMLY. STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE 1.PRIOR TO "G, THE POO- AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. HIGH 11' DEEP & BELOW. SEE TABLE ' E.F.P. = VERTICAL DECKING AND POOL GEOMETRIES. FENCING & GATES WITH NO OPENINGS GREATER THAN 4. GATES TO BE SELF-CLOSING & NO. 1. ' I #3 #3j S DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOS NOT SO F -LATCHING WITH LATCH A MIN OF 5 HIGH. WHETS THIS VARIES FROM LOCAL CODES, THE #4 62.4 P.C.F. STEEL VERTICAL STEEL SEE 012" - - 06' BOND BEAMS J r, m BA)RA SEE DTL #1 4 #3 BARS D R t VERTICALVERTICAL STEEL t STEEL 3'0" V-0" V " #3 0 12" 5%" #3 0 12" 3'6" 1'-0" 5'�" 6'0" 5'/" • 4'0" 1'-13" V' " " 5'/" " 4'6" V-0" 5%"5%" RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND INSPECTOR N CONFORMANCE WITH UBC CBC SECTION 1701, WHO SHALL SUBMIT A STATEMENT OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL INDICATING COMPLIANCE WiTH THE PLANS AND S'ECFlCATiONS. THE FOLLOWING AGENCIES AMONG 10" #3 0 6" 5'0' V-6" 6" CLR. a 6" " 5'6" 2'-0" 6" #3 0 6" 6,," ' 6'0' 2'-6" 6' " 7'%" " 6'6" 3'-0' 6' " 8' " 7'0" 3'-6' 6' " 8%" " 7'6" 4'-0" 6%" " 9' " 8'0" 4'-6' 6%" - - I NO. 2 SOIL 9" ' 8'6' 5'-0' 6',�" " 9" ' 11"0 48" O.C. _ , N O o _ it a 51,4"#3 0 12' POOL LOCATION SHALL COMPLY WITH THE SAN BERNARDINO COUNTY ZONING CODE.B. THE (LAZING IS WITHIN 5 FEET OF A SPAMMING POOL OR SPA DECK AREA. 6' - 13 BARS VERTICAL 4'0" �I T #3 0 6- 5'0" I' 2 ON INFORMATION PROVIDED BY REPRESENTATIVES OF POOL �ICONTRACTOR ORNG INC. HAVE NOME DOT ETERMINE THE ADEQUACYTHE STE & ARE OFCONTINUOUS SHOTCRETE INSPECTION ;.) v 3' CXR, SEE TABLE N0. 2. F 6'0" I a EQUIV. FLUID MIN. -WATER n UNE. THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL V) COPING NOTE: 9' 17 COMPACTED 8'0" 2 1/Y M (i Q O _j RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND INSPECTOR N CONFORMANCE WITH UBC CBC SECTION 1701, WHO SHALL SUBMIT A STATEMENT OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL INDICATING COMPLIANCE WiTH THE PLANS AND S'ECFlCATiONS. THE FOLLOWING AGENCIES AMONG 10" BOND BEAM HORIZ. BARS BOND BEAM PER TABLE MAY BE OVER OR UNDER MANDATORY REOUAREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT: FILL �% t sV 4'6" CLR. a Nrz w C.4 DETAILS ARE VALID ONLY FOR STATED EOUIVALENT FLUID PRESSURES AND POOL ENGINEERING OTHERS REQUIRE CONTINUOUS INSPECTION: INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. A. CITY OF LOS ANGELES - INSPECTOR MUST BE APPROVED BY THE DEPARTMENT OF BUILDING & 6' " POSITIVE NO. 1 (EXPANSIVE SOIL) 1 IL �( p 't' � =1 • ELECTRICAL AND PLUMBING 3 1. ALL ELECTRICAL MALL BE IN CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE Z PLAN WITHOUT SURCHARGE DETAILS WHEN THE FOLLOWNG SAFETY, PER RGA 14-67. TABLENO. VERTICAL BARS. DRAINAGE & DETAIL #12. 6,0• \O!y\ 2. I - :- w ®� I 3. THIS IS NOT VALID ADDITIONAL AMENDMENTS 4. CRY OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS N DIVISION 84. ALL DOORS DI o �- TABLE 7 %" " \ t 'W (3'-0' MIN.) j rn v CONDITIONS APPLY (PER LATEST ADOPTED EDITION O F THE CBC SECTION 1806.5.2 THROUGH B. COUNTY OF VENTURA. 'D' 'X 7'6' EXPANSIVE 8'�" F.I, \�� TYPICAL R®AR INSTALLATION DIAGRAM N LL POOL ENGINEERING INC DETAILS M • �� ow I= Q w 1806.5.4. N VENTURA. LOS ANGELES COUNTIES, MIN. IS 1 1/2' & MIN. IS 2 1/2'). C. THE can OF: BEVERLY HILLS, COSTA MESA, CULVFR CITY CYPRESS, FULLERmN, HERMOSA BEACH, IRVINE, NEWPORT BEACH, LA HABRA, LA PALMA, LAGUNA HILLS, LAKE ELSNORE, LONG BEACH, OF THE CALIFORNIA ELECTRICAL 3. OBTAIN ELECTPoCAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 4 ALL EQUIPMENT SHALL IE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN - - I NO. 2 SOIL 8'6" 1 \q B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 6 �m Q SPECIAL DETAIL REQUIRED WHEN LOS ALAMITOS MISSION VIEJO. NORCO, SEAL BEACH, STANTON, TUSTIIN, VILLA PARK & WESTMINSTER. #3 I�I N O o VERTICAL STEEL it a 51,4"#3 0 12' 3'0' 6' t VERTICAL STEEL 4'0" 6- #3 0 6- 5'0" a -� �' �- 24' MIN. ;.) v 6° F 6'0" I a EQUIV. FLUID MIN. o N 8' V) PRESSURE 9' TiTLE 24 8'0" = 62.4 P.C.F. ' 8'6" 10" MAXIMUM. MANDATORY REOUAREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT: TO FLOOR STEEL AND 1MCKNESS. 4'6" 10.CONTRACTOR OR OWNER' SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE THESE BARRIER C. N THE COUNTY OF VENTURA.VI]NTUA, PROTECTIVE BARRIERS ARE REQUIRED N CONFORMANCE WITH 6" 6' " I I t 1 moo. 't' � =1 • ELECTRICAL AND PLUMBING 3 1. ALL ELECTRICAL MALL BE IN CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE oJh �P �P 7" TABLENO. STANDARD WALL SECTION 6,0• 8" " 2. I - SOIL EXPANSION INDEX UP TO 130 7" " CALIFORNIA ELECTRICAL CODE SECTION 680. D t VERTICAL STEEL 2'6" 51,4"#3 0 12' 3'0' 6' t VERTICAL STEEL 4'0" 6- #3 0 6- 5'0" 7- "56 -� �' �- 24' MIN. ;.) v 10' ' 6'0" 8" #3 0 4' 7'0" 8' " 7,6. 9' TiTLE 24 8'0" 10' ' 8'6" 10" ' 16\1/A O0, N ID L D' IS LESS THAN POOL DEPTH OR H/4 (7.5' MAX H/4) SPECIAL DETAIL REQUIRED WHEN 'A' D. IN THE CITY OF SAN DIEGO, PNEUMATIC CONCRETE WORK NOT FULLY SUPPORTED ON EARTH MAY REQUIRE CONTINUOUS INSPECTION AND VISUAL EXAMINATION FOR STRUCTURAL 7. ppOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC STANDARDS AND/OR LOCAL CODES \ t VERTICAL STEEL I o 24' MIN. N SOUNDNESS OF PLACE PNEUMATIC CONCRETE. 5%" #3 0 12 -� �' �- 24' MIN. EXTRA REINFORCING TO EXTEND 24" MIN. EACH SIDE OF RAMP. B. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL ODES REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR B. N THE COUNTY OF LOS ANGELES, BARKERS REQUIRED BY CHAPTER 11.50 OF THE LOS TOEOF SLOPE IS LESS THAN 10' 5'� " 13 BARS 0 12° O.C. `Fti BOND BEAM HORIZONTAL BARS MAY BARS. °° ' . TRANSITION WALL TOP of TiTLE 24 ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL BE REQUIRED. REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING POOL SITE PLAN. 7:11I I - - - - 4'0" 5" " 'D' SLOPE 'A' MANDATORY REOUAREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT: TO FLOOR STEEL AND 1MCKNESS. 4'6" 10.CONTRACTOR OR OWNER' SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE THESE BARRIER C. N THE COUNTY OF VENTURA.VI]NTUA, PROTECTIVE BARRIERS ARE REQUIRED N CONFORMANCE WITH 6" 6' " 1. SYSTEM IS CERTIFIED WITH 78% THERMAL EFFICIENCY (PER LATEST ADOPTED ANSI STANDARD] ON SWITCH, WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY 1 O J p• ELECTRICAL AND PLUMBING 3 1. ALL ELECTRICAL MALL BE IN CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE CODE RO (1996) ARTICLE 3, CHAPTER ED SECTION RMA VENTURA COUNTY N DIEGO, N CONFORMANCE WITH THE D. IN THE CITY SAN DIEGO, PROTECTIVE BARRIERS ARE 7" READILY ACCESSIBLE -OFT EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. STANDARD WALL SECTION 6,0• 8" " OR HIGHLY EXPANSIVE SOIL EXPANSION INDEX UP TO 130 7" " CALIFORNIA ELECTRICAL CODE SECTION 680. AMENDMENTS 4. CRY OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS N DIVISION 84. ALL DOORS DI o 7'/" #3 0 3" 7 %" " 7'0' 'W (3'-0' MIN.) 8" 2 SYSTEM IS INSTALLED WITH: % PROVIDING DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL SHALL BE SPED WITH AN DOT ALARM ANDA SELF-CLOSING, SELF -LATCHING DEVICE WITH A RELEASE 7'6' 9" 8'�" DECKING. MINIMUM TYPICAL R®AR INSTALLATION DIAGRAM N LL POOL ENGINEERING INC DETAILS A. AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOUR HEATING. , EQUIVALENT FLUID PRESSURE TABLE NO. 5 = 45 P.C.F OF THE CALIFORNIA ELECTRICAL 3. OBTAIN ELECTPoCAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 4 ALL EQUIPMENT SHALL IE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN MECHANISM PLACED NO LOWER THAN 54' ABOVE THE FLOOR E IN THE COUNTY OF SAN BERNADINO; PROTECTIVE BARRIERS ARE REQUIRED N COMFCRMANCE 8'6" 1 0� - B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 8%"1 " 8" " #3 #3 #3 SPECIAL DETAIL REWIRED WIffN 'Q' 3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO PERMIT OFF 45 P.C.F. STEEL 012. 012" 2 IS LESS THAN H/6 (20' MAX) _ PEAK OPERATION. FENCING AND BARRIERS 04" -#3 0 6" O.C. 0303' SIMI VALLEY: 03' 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON - t 5%_ VERTICAL STEEL 4'-0" 6- 7" 8" STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE 1.PRIOR TO "G, THE POO- AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. HIGH 11' DEEP & BELOW. 2' E.F.P. = VERTICAL DECKING AND POOL GEOMETRIES. FENCING & GATES WITH NO OPENINGS GREATER THAN 4. GATES TO BE SELF-CLOSING & #3 #3#3 #3 #3j S DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOS NOT SO F -LATCHING WITH LATCH A MIN OF 5 HIGH. WHETS THIS VARIES FROM LOCAL CODES, THE #4 HORIZONTAL STEEL #3 DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. LOCAL CODES SHALL PREVAIL 6. _ •� I-11- I E a BARS 0 12" O.C. TYPICAL 0 SI I ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE UNIFORM 2WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH THE LATEST ADOPTED BUILDING CODE/CBC AND LOCAL ORDINANCES, EDITION OF THE CBC SECTION 421, APPENDIX CHAPTER 4 INCLUDING LOCALLY ADOPTED AMENDMENTS. -II II WIDTH PER LOCAL INCLUDI G A EXP. JOINT & SEALANT BUILDING CODE. (FOR DETAILED INSTRUCTIONS, SEE 1000 #/FOOT MAX PER DTL 8 RECOMMENDED REINFORCEMENT INSTALLATION INSTRUCTIONS WATER SURFACE (REQ'D W/ EXPANSIVE SOILS) AT THE BOTTOM OF THIS DETAIL) APPROX. 3' BELOW COPING a BOND BEAM. ZED o m COPING --- a d DRAIN I IIIIE o 0 NO- R.B.B. 3 z �m - ---,LAIR m BASK GRID r i I iii -TI i r, I i- Q 8 T 3 #3 BARS 0 127 O.C. BENCHES & STEPS--\ I m NOT A PART OF � w F- W W w � 0 I POOL STRUCTURE. J DECK DRAINS j L A 1'' io :zZ r RECOMMENDED. 51/2' z �i I 5 `0. PER TABLE BOND BEAM MIN. a w p NO. i. PER TABLE NO. 1 �Q �O' °'• & DETAIL 12. 4Ni Q > (EXPANSIVE 1=111 UNDER -ADD 12' OWATER.C. LONGITUDINAL SOIL) 11- 0 ` LIGHT PER �P 5'0 0 TRANSITION FOR EXP. SOILS. TABLE I - rn DETAIL #10. NO. 5. r --III J51 O TABLE N0. t. SII " � I � W-5-0' VERTICAL STEEL SEE TABLE NO. 2 a; '' NOV- 7. ppOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC STANDARDS AND/OR LOCAL CODES A. IN THE CITY OF LOS ANGELES, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE WITH THE LOS ANGELES CITY BUILDING CODE SECTION 91.6103(A). t VERTICAL STEEL t VERTICAL I STEEL HORIZONTAL STEEL 24' MIN. NOTE: 5%" #3 0 12 -� �' �- 24' MIN. EXTRA REINFORCING TO EXTEND 24" MIN. EACH SIDE OF RAMP. B. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL ODES REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR B. N THE COUNTY OF LOS ANGELES, BARKERS REQUIRED BY CHAPTER 11.50 OF THE LOS 5%' " 5'� " 13 BARS 0 12° O.C. TRANSITION WALL TO FLOOR STEEL AND THICKNESS. BOND BEAM HORIZONTAL BARS MAY BARS. HORIZONTAL STEEL BARS 0 12' O.C. . TRANSITION WALL 3'6" 9. PUBLIC POOLS ASSISTIVE DEMCES FOR THE DISABLED. ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL BE REQUIRED. REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING POOL SITE PLAN. 54" 5'/z" " 4'0" 5" " BE OVER OR UNDER VERTICAL TYPICAL INCLUDING ALL SPECIAL DETAILS. #3 TO FLOOR STEEL AND 1MCKNESS. 4'6" 10.CONTRACTOR OR OWNER' SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE THESE BARRIER C. N THE COUNTY OF VENTURA.VI]NTUA, PROTECTIVE BARRIERS ARE REQUIRED N CONFORMANCE WITH 6" 6' " 5'0' 1 NO DECK SECTION - EXPANSIVE SOIL (62.4 PCF) 2 SH ALLOW DEEP END RAMP / ELECTRICAL AND PLUMBING 3 1. ALL ELECTRICAL MALL BE IN CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE CODE RO (1996) ARTICLE 3, CHAPTER ED SECTION RMA VENTURA COUNTY N DIEGO, N CONFORMANCE WITH THE D. IN THE CITY SAN DIEGO, PROTECTIVE BARRIERS ARE 7" 6'," STANDARD WALL SECTION 6,0• 8" " OR HIGHLY EXPANSIVE SOIL EXPANSION INDEX UP TO 130 7" " CALIFORNIA ELECTRICAL CODE SECTION 680. AMENDMENTS 4. CRY OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS N DIVISION 84. ALL DOORS DI o 7'/" #3 0 3" 7 %" " 7'0' 'W (3'-0' MIN.) 8" 2 ANY METAL WITHIN 5' OF POOL EDGE MUST BE BONDED PER THE LATEST ADOPTED EDITION CODE. % PROVIDING DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL SHALL BE SPED WITH AN DOT ALARM ANDA SELF-CLOSING, SELF -LATCHING DEVICE WITH A RELEASE 7'6' 9" 8'�" DECKING. MINIMUM TYPICAL R®AR INSTALLATION DIAGRAM N LL POOL ENGINEERING INC DETAILS 2 STAY C �,� FRAME BUILDING , EQUIVALENT FLUID PRESSURE TABLE NO. 5 = 45 P.C.F OF THE CALIFORNIA ELECTRICAL 3. OBTAIN ELECTPoCAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 4 ALL EQUIPMENT SHALL IE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN MECHANISM PLACED NO LOWER THAN 54' ABOVE THE FLOOR E IN THE COUNTY OF SAN BERNADINO; PROTECTIVE BARRIERS ARE REQUIRED N COMFCRMANCE 8'6" WIDTH PER LOCAL INCLUDI G A EXP. JOINT & SEALANT BUILDING CODE. (FOR DETAILED INSTRUCTIONS, SEE 1000 #/FOOT MAX PER DTL 8 RECOMMENDED REINFORCEMENT INSTALLATION INSTRUCTIONS WATER SURFACE (REQ'D W/ EXPANSIVE SOILS) AT THE BOTTOM OF THIS DETAIL) APPROX. 3' BELOW COPING a BOND BEAM. ZED o m COPING --- a d DRAIN I IIIIE o 0 NO- R.B.B. 3 z �m - ---,LAIR m BASK GRID r i I iii -TI i r, I i- Q 8 T 3 #3 BARS 0 127 O.C. BENCHES & STEPS--\ I m NOT A PART OF � w F- W W w � 0 I POOL STRUCTURE. J DECK DRAINS j L A 1'' io :zZ r RECOMMENDED. 51/2' z �i I 5 `0. PER TABLE BOND BEAM MIN. a w p NO. i. PER TABLE NO. 1 �Q �O' °'• & DETAIL 12. 4Ni Q > (EXPANSIVE 1=111 UNDER -ADD 12' OWATER.C. LONGITUDINAL SOIL) 11- 0 ` LIGHT PER �P 5'0 0 TRANSITION FOR EXP. SOILS. TABLE I - rn DETAIL #10. NO. 5. r --III J51 O ACCORDANCE WITH LOCAL REGULATIONS. 5. POOLS SHALL BE EQUIPPI11) WITH A FILiERNG SYSTEM & A DRAIN. & BACKWASH SHALL BE DISkSED OF N AN APPROVED MANNER. 7. GAS PIPING TO BE IN CONFORMANCE WITH LATEST ADOPTED EDITION OF THE CALF -ORA PLUMBING CODE SECTION 1210.1. EL CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CALIFORNIA HEALTH & SAFETY (RIDE FOR PROPER INSTALLATION OF THE PDX DRAIN SYSTEM. STRUCTURAL NOTES 1. SOIL SHALL HAVE A M.N!MUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL THIS PLAN iS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOL CONDITIONS UNDER POO, SUCH AS CUT -FILL TRANSITIONS 2 ALL REINFORCING STEEL SHAM BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR #3 BARS AND 14 BARS. SPLICES TO BE LAPPED 24' MN. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2". 3. (1) 14 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) 13 BARS, WITH THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING IS #4 BARS AT 18' QC.. 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN PONT N THE POOL STRUCTURE. 5. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE QWFORNiA ELECTRICAL CODE) OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRiOR TO PLACEMENT OF CONCRETE. 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CBC SECTION 1924 & SHALL (HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PS AT 28 DAYS, AND CONSIST OF 1 PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS OF WATER PER SACK OF CEMENT. WITH SAN BERNADNO COUNTY CODE SECTION 63.123, SEE ATTACHED COPY OF SWIMMING POOL ENCLOSURE STANDARD PROCEDURE CITY OF LOS ANGELES SPECIAL NOTES THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF LOS ANGELES. 1. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF. 91.318 DIV I AND P/BC 2001-14. 2 MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHOTCRETE OR GUNITE SHALL BE 2500 PS. COUNTY OF LOS ANGELES SPECIAL NOTES IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & SAFMAAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, AND HOT iTUUBBSS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN. CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE (LACBC) VENTURA COUNTY SPECIAL NOTES THESE NOTES ARE ONLY APPLICABLE IN VENTURA COUNTY. 1. DEC( TO BE REINFORCED WITH 13 BARS 0 24' O.C. EACH WAY. A. DECK BONDING: WHEN DECKS ARE TO BE INSTALLED, WHETHER STRUCTURALLY REQUIRED OR NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER WITH THE POOL SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH THE POOL WATER RECIRCULATING SYSTEM & WITH MISCELLANEOUS METAL ACCESSORIES, SUCH AS POOL SLIDES, DIVING BOARD & SPRING BOARDS, IN ACCORDANCE WITH NEC SEC. 680-22 2 15' DEEP PERIMETER FOOTING IS REQUIRED. 3. PERIMETER FOOTING MAY BE OMITTED WHEN 6' WIDE DECK IS INSTALLED. 4. MINIMUM DEC( WIDTH IS 4' UNLESS PERIMETER FOOTING DEPTH IS INCREASED BY THE AMOUNT PROPORTIONAL TO THE REDUCTION IN DECK WIDTH. WHEN I I I TITE W/ �� 5. DEPT DIS QUIRED FLOOR - 6 HICK MIN. REINFORCED GUNADE SOIL HAS AN EXPANSION INDEX > 91 SATURATION TO 18' MINIMUM _. - 7. CEMENT SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE CDC STD 19-1, ASiM 150.62 6. JOINTS IN DECKS COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT #3 BARS 0 12' O.C. EACH DIRECTION. TYPICAL VERTICAL STEEL. SEE T I C3 a- 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH C.B.C. TABLE MAIN DRAINS AT LOW POINT. (STEEL TABLE NO. 5. I- I RESH"T SEALANT. II 19-A-4 FOR CONCRETE TO SULFATE 7. SURFACE WATER FROM POOL DECKS SHALL BE COLLECTED & CONDUCTED THROUGH NON-EROSIVE o BASKET IS NOT REQUIRED.) MAIN DRAIN PIPE RONFORCEMENT INSTALLA11OFN INSTRUCTIONS - I 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS DEVICES TO A STREET, STORM DRAIN, OR OTHER APPROVED WATERCOURSE OR DISPOSAL AREA z SHALL NOT ENCROACH INTO GUNITE SHELL UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC. DETAILS INDICATE THE b' OR ii - II 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF SILICA PLASTER. N FOR DUAL MAIN DRAIN REQUIREMENT SEE SOIL DISTANCE DOWNWARD FROM THE TOP OF THE WALL WHERE ADDITIONAL VERTICAL HORIZONTAL STEEL ,c 8. WHEREVER R22ES5 FROM T NDOL IS RESTRICTS) BY VE THE OF VERTICAL WALL OR ELECTRICAL AND PLUMBING NOTE 8. BARS ARE ADDED TO THE BASIC GRID TO PROVIDE THE REINFORCEMENT SPECIFIED #3 BARS 0 12" O.C. :� OBER OTHER BARRIER WHICH EXTENDS MORE THAN 12' ABOVE THE WATER SURFACE AT THE P(xX EDGE, INSTALL HYDROSTATIC VALVE AND ROCK PACK AT IN THE TABLES. THE ADDED REINFORCEMENT EXTENDS ONLY DOWNWARD FROM 24 MIN. 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. PERMANENT CONTINUOUS GRAB BARS E PATE LS OR OTHER APPROVED EQUIVALENT DEVICES STALL BE INSTALLED WITHIN 1Y OF THE WATER SURFACE. SUCH DEVICES SHALL BE CAPABLE II �' TRANSITION WALL TO FLOOR 2 DO NOT TURN ON LIGHT WHEN POO. IS EMPTY. OF BEING SECURELY GRASPED, AND SHALL BE ADEQUATE TO SUPPORT THE WEIGHT OF A USER LOW POINT WHERE REQUIRED BY HIGH WATER TABLE. THAT POINT. IT IS AN INCORRECT INTERPRETATION THAT THE ADDED DO NOT USE BLACK RUBE . �R HOSE WHEN FILLING POOL IT MARKS THE PLASTER). RONFORCEIMENT MUST BE EXTENDED TO THE TOP OF THE WAIL STEEL AND THICKNESS 3 ( (1F THE POOL, PER V.C.B.C. CH 41 SECTION 41.26. TYPICAL LONGITUDINAL SECTION 4 BUILDING SURCHARGE SECTION 5 NOTES g APPROVED SEALANT9" & LARGER PROVIDE ADEQUATE DRAINAGE BRICK OR PRECAST 5'-8' 2. 2. BOND BEAM PER BEHIND POOL WALL CONCRETE GING. BOND BEAM PER TABLE NOTE: NO. 1 & DETAIL #12 �L TC OF GURU 4'-0' MIN. DETAIL L #121 & #3 BAR 0 24' O.C.; , 9 112" w ll 3RD AND/OR !- I S PLAN W/ GROUT & PLACE GROUT ALL CELLS - SEALANT & to 12 ° •��W LOCATION MAY 4TH BAR BHE USER Y THE SACKNOWLEDGES ING (2) #3 ¢ o- 4 3 115 FELT OR 4 MIL DECKING F- ELECTRICAL BOXICAL-1 r FOR EXPANSIVE SOILS. TCS VARY TO () # VISQUEEN ON TOP.i = II III -I! PER DETAIL #8 3 �L PROVIDE THAT HE HAS READ AND 5 1/Y BARS. 0 1' M'N O BARS. COPING Z 8' MIN. ABOVE DECK, WATER o I != M o UNDERSTANDS ALL OF THE -I I a -ITr 2 i/2' CUR. #3 BARS I #3 BARS E- UNE OR FLOOD LINE WHICH �11 _ X z I I_ BETWEEN #3 BARS F 12' OC `" CUR. 12' O.C.EVER IS GREATER. { " _ m Z (1) #31 �, = I-,' PARALLEL NOTES INCLUDED HEREIN. 0 12' O.C. SPA LIGHT o{ EA WAY. EA WAY. HORIZ. STEEL -I o m O `�` BAR. DEgCING. -I a TILE EACH WAY. 3' o M ALL PIPES. =1 N 1 SKIMMER BARS 0 I N = -< 6 BARS. I II I COVER. tW I1=11 IIF LI -L 12' O.C. I `" ~ 6' BLOCK �l BOND BEAM PER TABLE THIS PLAN IS THE EQ. EQ. 'WATER I 1 W\��II- I=II,__ ll w fm=1500 Ipsi I r No. t. WORK OF THE ENGINEER AND ami =l 11 ll[ Il BOND AM a ~ I SHALL NOT BE REPRODUCED 3° CUR. #3 BARS 0 12" O.C. REINFORCING PER ° 6. UNE. UNE. (3) #3 BARS �\� iI SII II I z MAY BE 0 3' 24' � 1I_ IE 1=11 III= E -PLASTER COPIED OR OTHERWISE USED DETAIL #10. NOT M.N. BEND BOND Q �, +0' ALSO. -T REQUIRED IF 6" MIN. LAP aBEAM -1 1 I z 3" WITHOUT THEIR WRITTEN CLEAR PROVIDED. 5' WIAROUND �, IMER DER •;y k J °O \ WATER VERTICAL =, X11 TYP PRECAST COPING ! 1 w UNE. STEEL W/ I BOND BEAM B. PERMISSION. 24' MIN. LAP a VERT. STEEL 12" MIN. IL PER TABLE OR BRICK NOTE: INTO SPA I k�l 111 � \ FIXTURE SED TABLE EMBED. NO. 1 &: (2) 13 BARS - �I I (2) #3 7 BARS I 11 I PROVIDE (2) ANTI -VORTEX DRAINS. ONE LOCATED IN OR POOL #3 BARS _ �. N0. 11. I- COPPER LENS 3• DTL 12. �, _,II SPA FLOOR & ONE LOCATED ON SIDE OF SPA SEAT 3' li 012'O.0 II `" r� \ t RIZONTAL SI I ABOVE SPA FLOOR, PER CALIFORNIA HEALTH & SAFETY EA. WAY• 1 SECTION AT SKIMMER GROUND WIRE CUR. NOTE ( I STEEL #31 BEND ROCK BOND BEAM HORIZONTAL BARS MAY ® INDICATES 44' MIN. TRANSITION WALL BARS 0 VERT. STEEL VENEER. CODE SEE ELECTRICAL AND PLUMBING NOTE 8. 24° N.E.C. OR C.E.C. L F TILL BE OVER OR UNDER VERTICAL BARS. TO FLOOR STEEL AND THICKNESS. .,�- 12' O.C. 45' OR 90'. POOL MIN. APPROVED CONDUIT. L SPA DETAILS MAY BE USED L7 TABLE NO. 11• BOND BEAM SPA DETAILS - FOR SPAS WITHOUT POOLS. 7 LAP a (2)BARS 5 RECESSED TOTAL HEIGHT = NORMAL POOL DEPTH (D)•+ HEIGHT OF RAISED BOND BEAM. PER TABLE <-PLASTER ROCK OR ��Q �,• Com 4y� CITY OF 4'-0' MIN. IMPERVIOUS DECK - - - �- WAY AROUND MIN. " CLR. NICHE 3 6" MIN.OS ANGELES APPROVED SEALANT ° TPP. DEEP REQUIRED SLOPE 1/8'-1/4' PER FOOT 1/2' MN DEPTH NOTE: DRAIN : I I� I �I ° NOTES: d 3 1/2- P EXPANSION JOINTS � � Q1 (3) 13 BARS. 1. INSTALL NO. 8 COPPER GROUND PARE FROM LIGHT MCHE e I REQUIRED N DECK Alm d TO BRASS CONDUIT TO POOL REBAR, OR NON-METAWC z x (n ;o I Z 0 10'-0' O.C. & 1 CONDUIT CAN BE USED WITH INSULATED N0. 8 COPPER # N w w J I _ SATURATION 0 CORNERS. ° = WiRE INTERIOR W/ APPROVED POTTING aMPOUND 0 o b RECOMMENDED PRIOR REMAINDER OF JOINT III 3" DLR• h 5' M!N. PER THE N.E.C. OR C.E.C. I IQ �`` I TO POURING DECK. (� L TYPICAL TYPICAL 2 SW"MMNG POOL LIGHTiNG FIXTURES SHALL COMPLY WITH! IN STYROFOAM OR OTHER 11PE - L- FOOTING RECOMMENDED �• MATERIAL tili T� i. PLAN AT SKIMMER APPLICABLE UNDOW ITIERT LADDRAMF45 REQUIREMEIM CONCRETE SHALL NOT TOUCH FOR UGH71NG FIXTURES UL STANDARD 676. 1A VENTURA COUNTY 6" FOR EXPANSIVE SOILS. COPING OR BOND BEAM. TOTAL HEIGHT - H W-3'-0' W-4'-0" W-5-0' W=6• -o' D t VERTICAL STEEL t VERTICAL STEEL t VERTICAL STEEL t VERTICAL I STEEL 2'0" 5'/" 13 0 12 5 #3 0 12 5%" #3 0 12 5%" #3 0 12 2,6, 5 %' 5,-, 5%' " 5'� " 3'0" 5%", 5 �,�" " 15,4* 5 3'6" 5'/i" #3 0 6" 5%" #3 0 6- 54" 5'/z" " 4'0" 5" " 5'�' " 54* #3 0 6' 51' #3 0 6" 4'6" 6%" #3 0 4" 6" #3 0 4" 6" 6' " 5'0' 7- 6 %" 6" #3 0 4" 6" #3 0 4" 5'6' 7'/" " 7" 6'," 6',C 6,0• 8" " 7 %" 7" 7" " 6'6" 8'/Z #3 0 3' 7 %" #3 0 3" 7'/" #3 0 3" 7 %" " 7'0' 9" 8" 8' 7',' #3 0 3" 7'6' 9" 8'�" 8" 8" 8,019 11'8 9" 8 "C " 8" 8'6" 1 0� - 9" " 8%"1 " 8" " ACCORDANCE WITH LOCAL REGULATIONS. 5. POOLS SHALL BE EQUIPPI11) WITH A FILiERNG SYSTEM & A DRAIN. & BACKWASH SHALL BE DISkSED OF N AN APPROVED MANNER. 7. GAS PIPING TO BE IN CONFORMANCE WITH LATEST ADOPTED EDITION OF THE CALF -ORA PLUMBING CODE SECTION 1210.1. EL CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CALIFORNIA HEALTH & SAFETY (RIDE FOR PROPER INSTALLATION OF THE PDX DRAIN SYSTEM. STRUCTURAL NOTES 1. SOIL SHALL HAVE A M.N!MUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL THIS PLAN iS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOL CONDITIONS UNDER POO, SUCH AS CUT -FILL TRANSITIONS 2 ALL REINFORCING STEEL SHAM BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR #3 BARS AND 14 BARS. SPLICES TO BE LAPPED 24' MN. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2". 3. (1) 14 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) 13 BARS, WITH THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING IS #4 BARS AT 18' QC.. 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN PONT N THE POOL STRUCTURE. 5. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE QWFORNiA ELECTRICAL CODE) OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRiOR TO PLACEMENT OF CONCRETE. 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CBC SECTION 1924 & SHALL (HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PS AT 28 DAYS, AND CONSIST OF 1 PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS OF WATER PER SACK OF CEMENT. WITH SAN BERNADNO COUNTY CODE SECTION 63.123, SEE ATTACHED COPY OF SWIMMING POOL ENCLOSURE STANDARD PROCEDURE CITY OF LOS ANGELES SPECIAL NOTES THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF LOS ANGELES. 1. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF. 91.318 DIV I AND P/BC 2001-14. 2 MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHOTCRETE OR GUNITE SHALL BE 2500 PS. COUNTY OF LOS ANGELES SPECIAL NOTES IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & SAFMAAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, AND HOT iTUUBBSS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN. CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE (LACBC) VENTURA COUNTY SPECIAL NOTES THESE NOTES ARE ONLY APPLICABLE IN VENTURA COUNTY. 1. DEC( TO BE REINFORCED WITH 13 BARS 0 24' O.C. EACH WAY. A. DECK BONDING: WHEN DECKS ARE TO BE INSTALLED, WHETHER STRUCTURALLY REQUIRED OR NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER WITH THE POOL SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH THE POOL WATER RECIRCULATING SYSTEM & WITH MISCELLANEOUS METAL ACCESSORIES, SUCH AS POOL SLIDES, DIVING BOARD & SPRING BOARDS, IN ACCORDANCE WITH NEC SEC. 680-22 2 15' DEEP PERIMETER FOOTING IS REQUIRED. 3. PERIMETER FOOTING MAY BE OMITTED WHEN 6' WIDE DECK IS INSTALLED. 4. MINIMUM DEC( WIDTH IS 4' UNLESS PERIMETER FOOTING DEPTH IS INCREASED BY THE AMOUNT PROPORTIONAL TO THE REDUCTION IN DECK WIDTH. WHEN I I I TITE W/ �� 5. DEPT DIS QUIRED FLOOR - 6 HICK MIN. REINFORCED GUNADE SOIL HAS AN EXPANSION INDEX > 91 SATURATION TO 18' MINIMUM _. - 7. CEMENT SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE CDC STD 19-1, ASiM 150.62 6. JOINTS IN DECKS COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT #3 BARS 0 12' O.C. EACH DIRECTION. TYPICAL VERTICAL STEEL. SEE T I C3 a- 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH C.B.C. TABLE MAIN DRAINS AT LOW POINT. (STEEL TABLE NO. 5. I- I RESH"T SEALANT. II 19-A-4 FOR CONCRETE TO SULFATE 7. SURFACE WATER FROM POOL DECKS SHALL BE COLLECTED & CONDUCTED THROUGH NON-EROSIVE o BASKET IS NOT REQUIRED.) MAIN DRAIN PIPE RONFORCEMENT INSTALLA11OFN INSTRUCTIONS - I 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS DEVICES TO A STREET, STORM DRAIN, OR OTHER APPROVED WATERCOURSE OR DISPOSAL AREA z SHALL NOT ENCROACH INTO GUNITE SHELL UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC. DETAILS INDICATE THE b' OR ii - II 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF SILICA PLASTER. N FOR DUAL MAIN DRAIN REQUIREMENT SEE SOIL DISTANCE DOWNWARD FROM THE TOP OF THE WALL WHERE ADDITIONAL VERTICAL HORIZONTAL STEEL ,c 8. WHEREVER R22ES5 FROM T NDOL IS RESTRICTS) BY VE THE OF VERTICAL WALL OR ELECTRICAL AND PLUMBING NOTE 8. BARS ARE ADDED TO THE BASIC GRID TO PROVIDE THE REINFORCEMENT SPECIFIED #3 BARS 0 12" O.C. :� OBER OTHER BARRIER WHICH EXTENDS MORE THAN 12' ABOVE THE WATER SURFACE AT THE P(xX EDGE, INSTALL HYDROSTATIC VALVE AND ROCK PACK AT IN THE TABLES. THE ADDED REINFORCEMENT EXTENDS ONLY DOWNWARD FROM 24 MIN. 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. PERMANENT CONTINUOUS GRAB BARS E PATE LS OR OTHER APPROVED EQUIVALENT DEVICES STALL BE INSTALLED WITHIN 1Y OF THE WATER SURFACE. SUCH DEVICES SHALL BE CAPABLE II �' TRANSITION WALL TO FLOOR 2 DO NOT TURN ON LIGHT WHEN POO. IS EMPTY. OF BEING SECURELY GRASPED, AND SHALL BE ADEQUATE TO SUPPORT THE WEIGHT OF A USER LOW POINT WHERE REQUIRED BY HIGH WATER TABLE. THAT POINT. IT IS AN INCORRECT INTERPRETATION THAT THE ADDED DO NOT USE BLACK RUBE . �R HOSE WHEN FILLING POOL IT MARKS THE PLASTER). RONFORCEIMENT MUST BE EXTENDED TO THE TOP OF THE WAIL STEEL AND THICKNESS 3 ( (1F THE POOL, PER V.C.B.C. CH 41 SECTION 41.26. TYPICAL LONGITUDINAL SECTION 4 BUILDING SURCHARGE SECTION 5 NOTES g APPROVED SEALANT9" & LARGER PROVIDE ADEQUATE DRAINAGE BRICK OR PRECAST 5'-8' 2. 2. BOND BEAM PER BEHIND POOL WALL CONCRETE GING. BOND BEAM PER TABLE NOTE: NO. 1 & DETAIL #12 �L TC OF GURU 4'-0' MIN. DETAIL L #121 & #3 BAR 0 24' O.C.; , 9 112" w ll 3RD AND/OR !- I S PLAN W/ GROUT & PLACE GROUT ALL CELLS - SEALANT & to 12 ° •��W LOCATION MAY 4TH BAR BHE USER Y THE SACKNOWLEDGES ING (2) #3 ¢ o- 4 3 115 FELT OR 4 MIL DECKING F- ELECTRICAL BOXICAL-1 r FOR EXPANSIVE SOILS. TCS VARY TO () # VISQUEEN ON TOP.i = II III -I! PER DETAIL #8 3 �L PROVIDE THAT HE HAS READ AND 5 1/Y BARS. 0 1' M'N O BARS. COPING Z 8' MIN. ABOVE DECK, WATER o I != M o UNDERSTANDS ALL OF THE -I I a -ITr 2 i/2' CUR. #3 BARS I #3 BARS E- UNE OR FLOOD LINE WHICH �11 _ X z I I_ BETWEEN #3 BARS F 12' OC `" CUR. 12' O.C.EVER IS GREATER. { " _ m Z (1) #31 �, = I-,' PARALLEL NOTES INCLUDED HEREIN. 0 12' O.C. SPA LIGHT o{ EA WAY. EA WAY. HORIZ. STEEL -I o m O `�` BAR. DEgCING. -I a TILE EACH WAY. 3' o M ALL PIPES. =1 N 1 SKIMMER BARS 0 I N = -< 6 BARS. I II I COVER. tW I1=11 IIF LI -L 12' O.C. I `" ~ 6' BLOCK �l BOND BEAM PER TABLE THIS PLAN IS THE EQ. EQ. 'WATER I 1 W\��II- I=II,__ ll w fm=1500 Ipsi I r No. t. WORK OF THE ENGINEER AND ami =l 11 ll[ Il BOND AM a ~ I SHALL NOT BE REPRODUCED 3° CUR. #3 BARS 0 12" O.C. REINFORCING PER ° 6. UNE. UNE. (3) #3 BARS �\� iI SII II I z MAY BE 0 3' 24' � 1I_ IE 1=11 III= E -PLASTER COPIED OR OTHERWISE USED DETAIL #10. NOT M.N. BEND BOND Q �, +0' ALSO. -T REQUIRED IF 6" MIN. LAP aBEAM -1 1 I z 3" WITHOUT THEIR WRITTEN CLEAR PROVIDED. 5' WIAROUND �, IMER DER •;y k J °O \ WATER VERTICAL =, X11 TYP PRECAST COPING ! 1 w UNE. STEEL W/ I BOND BEAM B. PERMISSION. 24' MIN. LAP a VERT. STEEL 12" MIN. IL PER TABLE OR BRICK NOTE: INTO SPA I k�l 111 � \ FIXTURE SED TABLE EMBED. NO. 1 &: (2) 13 BARS - �I I (2) #3 7 BARS I 11 I PROVIDE (2) ANTI -VORTEX DRAINS. ONE LOCATED IN OR POOL #3 BARS _ �. N0. 11. I- COPPER LENS 3• DTL 12. �, _,II SPA FLOOR & ONE LOCATED ON SIDE OF SPA SEAT 3' li 012'O.0 II `" r� \ t RIZONTAL SI I ABOVE SPA FLOOR, PER CALIFORNIA HEALTH & SAFETY EA. WAY• 1 SECTION AT SKIMMER GROUND WIRE CUR. NOTE ( I STEEL #31 BEND ROCK BOND BEAM HORIZONTAL BARS MAY ® INDICATES 44' MIN. TRANSITION WALL BARS 0 VERT. STEEL VENEER. CODE SEE ELECTRICAL AND PLUMBING NOTE 8. 24° N.E.C. OR C.E.C. L F TILL BE OVER OR UNDER VERTICAL BARS. TO FLOOR STEEL AND THICKNESS. .,�- 12' O.C. 45' OR 90'. POOL MIN. APPROVED CONDUIT. L SPA DETAILS MAY BE USED L7 TABLE NO. 11• BOND BEAM SPA DETAILS - FOR SPAS WITHOUT POOLS. 7 LAP a (2)BARS 5 RECESSED TOTAL HEIGHT = NORMAL POOL DEPTH (D)•+ HEIGHT OF RAISED BOND BEAM. PER TABLE <-PLASTER ROCK OR ��Q �,• Com 4y� CITY OF 4'-0' MIN. IMPERVIOUS DECK - - - �- WAY AROUND MIN. " CLR. NICHE 3 6" MIN.OS ANGELES APPROVED SEALANT ° TPP. DEEP REQUIRED SLOPE 1/8'-1/4' PER FOOT 1/2' MN DEPTH NOTE: DRAIN : I I� I �I ° NOTES: d 3 1/2- P EXPANSION JOINTS � � Q1 (3) 13 BARS. 1. INSTALL NO. 8 COPPER GROUND PARE FROM LIGHT MCHE e I REQUIRED N DECK Alm d TO BRASS CONDUIT TO POOL REBAR, OR NON-METAWC z x (n ;o I Z 0 10'-0' O.C. & 1 CONDUIT CAN BE USED WITH INSULATED N0. 8 COPPER # N w w J I _ SATURATION 0 CORNERS. ° = WiRE INTERIOR W/ APPROVED POTTING aMPOUND 0 o b RECOMMENDED PRIOR REMAINDER OF JOINT III 3" DLR• h 5' M!N. PER THE N.E.C. OR C.E.C. I IQ �`` I TO POURING DECK. (� L TYPICAL TYPICAL 2 SW"MMNG POOL LIGHTiNG FIXTURES SHALL COMPLY WITH! IN STYROFOAM OR OTHER 11PE - L- FOOTING RECOMMENDED �• MATERIAL tili T� i. PLAN AT SKIMMER APPLICABLE UNDOW ITIERT LADDRAMF45 REQUIREMEIM CONCRETE SHALL NOT TOUCH FOR UGH71NG FIXTURES UL STANDARD 676. 1A VENTURA COUNTY 6" FOR EXPANSIVE SOILS. COPING OR BOND BEAM. TOTAL HEIGHT - H 2' 3' 4' 5' 6' 7' 1 8' 9' 10)' 11' NON-EXPMGVE t 6" 6" 6" 6/," 8' 91/," 11' 12' 12' SOIL MAsnC PLAN VALID ONLY WITH WET IIN 31/2, MIN. =I a CANTILEVER 'I CONCRETE STAMP & ENGINEER'S SIGNATURE IN RED INK ON PLAN. SKIMMER DETMAIL CONCRETE DECKING. III- AUTHORIZED SIGNATURES• 10 RAISED BOND BEAM 11 E.F.P. = VERTICAL #3 #3 #3 #3 #3 #3 #3 #3 #3 #3 30 P.C.F. STEEL @12" 0412" 12 06' 06' 06" 06' G6" i" @6" EXPANSIVEOTE IL t 5%" 6" 6" 7" 8" 9" 10" 0'�z 11'8 11s E.F.P. = VERTICAL #3 #3 #3 #3 #3 #3 #3 #3 #3 #3 45 P.C.F. STEEL 012. 012" 2 06" 04' 04" 03" 0303' SIMI VALLEY: 03' HIGHLYORNO PAN%EOEGc t 5%_ 6" 6- 7" 8" 9" 0' 11' 12" 2' E.F.P. = VERTICAL #3 #3 #3 #3#3 #3 #3j #4 #!4 #4 62.4 P.C.F. STEEL 12" 012" 06" 06' 04" 03" 03" 04" 03` 03" NO. t. BRICK NOTCH 15" DEEP REQ. ALLOW 200()!h. MAX LIVE & DEAD CSI ��j' , 5887 W OPTIONAL WOOD POST FOR ATTACHED PATIO STRUCTURE �-r^r_ r-�`I llP , ". 7 OR I I LEVEL TOP OF BOND ROCK ON BOND BEAMBEAM WITH GROUT & GALV. SIMPSON POST BASE. a" �- PLACE 151 FELT OR �� C �- (�F BOND PER ELECTRICAL TOP BOND BEAM. & PLUMBING NOTE 2 O\ 191 j MAsnC PLAN VALID ONLY WITH WET IIN 31/2, MIN. =I a CANTILEVER 'I CONCRETE STAMP & ENGINEER'S SIGNATURE IN RED INK ON PLAN. SKIMMER DETMAIL CONCRETE DECKING. III- AUTHORIZED SIGNATURES• 10 g 15" DEEP REQ. RONALD L LACHER, P.E. j EXPANSIVE SOIL DETAILS IIN I � DEq�(RE 8 SKIMMER DETMAIL 9 SECTION AT LIGHT 10 RAISED BOND BEAM 11 BOND BEAM DETAILS n12TODD LAARON CO ER ,P.E. REOMTS�ARE�NDTLMET USE DET.D#2 D O 15. . STANDARD PLAN APPROVALS: SAN BERNARDINO: KERN COUNTY: #213 #06-08762-225A-01 CiTY OF FRESNO: P-00-01 REQ'S SUPPLEMENTAL NOTES wtl STANDARD COOT Ron Lacher, R.C.E. 1201 N. Tustin Ave. >U CITY OF LOS ANGELES: #268 RIVERSIDE COUNTY. #342375 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES engineering CITY OF ONTARIO: APPROVED FOR 97 UBC ORANGE COUNTY. #SW -05-0390 SHOTCRETE/GUNITE PER C.B.C. TBL 19-A-4 SEVERE EXPOSURE, IF NO TEST PERFORMED Anaheim, California 92807 SAN DIEGO: MP #92 LOS ANGELES COUNTY: #26077 CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE Ilk I STRUCTURAL ViT,L �LA inc. Fax: (714)6306114 SIMI VALLEY: SP1 REQ'S SIMI VALLEY NOTES ATTACHMENT VENTURA COUNTY: #6-99 REQUIRES ATTACHMENT OF VENTURA COUNTY BARRIER REQUIREMENTS Phone: (714) 630-6100 SANTA CLARITA: #306 REQ'S SUPPLEMENTAL NOTES CITY OF BEVERLY HILLS: #13 CONSTRUCTION TO BE PER 2001 C.B.0 AND BEVERLY.11ILLS MUNICIPAL CODE ARTICLE 6 j STANDARD POOL STRUCTURAL PLAN _ COPYRIGHT 2006, POOL ENGNEERING INC.