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Plans Air CITY OF TIGA.RD- SITE PLAN REVIEW BUILDING PERMIT NO.: CIMBOfflarellrird PLANNING DIVISION: Required Setbacks: erApprovee d� ❑ Not Approved Side: 5 Street Side: ,., Front. AO ra ge Rear: 15 / Visual Cu F , ;1;,.' L5 A0Proved ❑ Not Approved 2j j Maximus.: :';'ildi't1: ;wk.,t feet r CWS Servo.,o_:- ,eider Leiter k, ■ -ed: 'Yes ❑ No ,{rt,� ' � ❑ deceived k3): i' it 'L Ji 1 Date: 4( V/�cl ENGINEERING DEPARTMENT: Actual lope: % ,$3 Approved ❑ Not Approved Site PI : .Approved Approved By: , Date: /0 Notes: ) ! , t2,' •( (S L+__ Je'Iy. ei e..( ei),iii V `k p ryt a� e d �i Lyke ltd tii►4-A C L ■ CITY O TIGARD-SITE PLAN .i VIEW I 0 NG PERMIT NO: Street Trees: ® Approved Protected Trees: ® APP�'ed O Not Approved"Fred e . tpl ik• Due q 3 AQprovec! Notes: L l,7 / / � iRECEIVED � � l\ .n SER.292D10 T—Oo j� \��\�``'\ BUCII L INOG F TDIGyAISRID ON� ,_` t: • • _ � HI� ,1 ,( I\ l' `l , I i ` i.'{ e 4. ! � : ! a' i '\ n ° __ g 1 I, i\\ V ==--- a I...I A? L-1 --. I ! 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I I 1 I I i c 1 I v I I . ! I + I i m15:::.:.i7zn.7S. FEU. 41rY72BZiDtRh!qrs. • �,4 5s`�i+�PFF TERRACE TRAI e4 75/0' TI GARD , ORE4ON ime..mu .ra.e. 0'„.oe FRED E. TRUEAX/We A. bet t,o 1 Ws.to f�AO(�F.CA' TIAARD., OR640N . - TIGARD , OREGC .4--Sfl$•_O$Ot 3 WAN '' a 1 CITY OF TIGARD BUILDING DIVISION --,�- --------_,�-.- i • --- -,2y___-_...--...---- • • 1! ii - .._� is ' __. �� �` • I1: f� .. c q ._--__.._--_-_' -_ _. ! CITY OF TIGARD [ ,' 'i ' .Conditionally Approved [ ] . See Letter to:Follow [ ] ' ; - Air-. - Permit Nu . r 1 p v . r, — l , Add ■ �, -- -- - -- — By; 4 4I Date: [�1L'il fr 1, oe c )i F:l?-----•' . • 9•......__...____L__.______. Y4.�. 1 A-E 0 [-3 (is r-1 t i— b LoO�ii t o F0 2 i' _- 5f Fl (fC; L. (h ►C .i , !. 66/L/1 �ttoen.36 . L. Noon jsP� �- f,� 3 - (e,i ,, £; slf.. . 0 , CITY OF TIGARD- SITE PLAN REVIEW BUILDING PERMIT NO.: gimpAgragroorrei PLANNING DIVISION: Required Setbacks: Q" Approved; , ❑ Not Approved Side: D Street Side: d`' Front. r; ge. Rear: --�-- Visual Cf r ; i_,t A,71,rCIved ❑ Not Approved Maximu! ';!ildi:1:, ,,_, .,i : tee, t' r'WS Sery v..- Eider Leiter f,. -ed: 'Yes 0 No ;' v 0 t.eceived klj . �l E'(.� tL 4 Lc( Date: 4(301I C) ENGINEERING DEPARTMENT: Actuai ope: % ,�j Approved ❑ Not Approved Site P Ea-Approved Approved By: F! V Date: /0 Notes: y f cit.- !`' • Rife,f(' ( (S t /(—. 4%�JJc, - cl Ltl (�:,'iid er" V . CITY O TIGARD-SITE •+ VIEW I ' NG PERMIT NO: Sheet Trees: ® Approved Q Not wP�'d Protetted Trees: ® A **Approved. ,AJ(h. Notes: Nr rr........i ,i r_ .L {VA r t • �1 y• " p.,Nf _. APPENDIX G SWIMMING POOLS, SPAS AND HOT TUBS SECTION AG101 AG104.2 Portable spas and hot tubs.Portable spas and hot GENERAL tubs shall be designed and constructed in conformance with AG101.1 General.The provisions of this appendix shall control ANSUNSPI-6 as listed in Section AG107. the design and construction of swimming pools, spas and hot tubs installed in or on the lot of a one-and two-family dwelling. SECTION AG 105 BARRIER REQUIREMENTS SECTION AG102 AG105.1 Application. The provisions of this chapter shall DEFINITIONS control the design of barriers for residential swimming pools, AG102.1 General.For the purposes of these requirements,the spas and hot tubs.These design controls are intended to pro- terms used shall be defined as follows and as set forth in Chap- vide protection against potential drownings and ter 2. near-drownings by restricting access to swimming pools,spas ABOVE-GROUND/ON-GROUND POOL. See and hot tubs. "Swimming pool" AG105.2 Outdoor swimming pool. An outdoor swimming BARRIER. A fence, wall, building wall or combination pool,including an in-ground,aboveground or on-ground pool, thereof which completely surrounds the swimming pool and hot tub or spa shall be provided with a barrier which shall corn- obstructs access to the swimming pool. ply with the following: HOT TUB.See"Swimming pool." 1. The top of the barrier shall be at least 48 inches (1219 IN-GROUND POOL.See"Swimming pool" mm) above grade measured on the side of the barrier RESIDENTIAL.That which is situated on the premises of a which faces away from the swimming pool.The maxi- detached one- or two-family dwelling or a one-family town- mum vertical clearance between grade and the bottom of house not more than three stories in height. the bather shall be 2 inches (51 mm)measured on the side of the barrier which faces away from the swimming SPA,NONPORTABLE.See"Swimming pool." pool.Where the top of the pool structure is above grade, SPA, PORTABLE. A nonpermanent structure intended for such as an aboveground pool, the barrier may be at recreational bathing,in which all controls,water-heating and ground level,such as the pool structure,or mounted on water-circulating equipment are an integral part of the product. top of the pool structure.Where the barrier is mounted SWIMMING POOL.Any structure intended for swimming on top of the pool structure,the maximum vertical clear- or recreational bathing that contains water over 24 inches(610 ante between the top of the pool structure and the bottom mm) deep. This includes in-ground, aboveground and of the barrier shall be 4 inches(102 mm). on-ground swimming pools,hot tubs and spas. 2. Openings in the barrier shall not allow passage of a SWIMMING POOL,INDOOR.A swimming pool which is 4-inch-diameter(102 mm)sphere. totally contained within a structure and surrounded on all four 3. Solid barriers which do not have openings, such as a sides by walls of said structure. masonry or stone wall,shall not contain indentations or SWIMMING POOL, OUTDOOR. Any swimming pool protrusions except for normal construction tolerances which is not an indoor pool. and tooled masonry joints. 4. Where the barrier is composed of horizontal and verti- SECTION AG103 cal members and the distance between the tops of the SWIMMING POOLS horizontal members is less than 45 inches(1143 mm), AG103.1 In-ground pools.In-ground pools shall be designed the horizontal members shall be located on the swim- and constructed in accordance with ANSI/NSPI-5 as listed in ming pool side of the fence. Spacing between vertical Section AG107.1. members shall not exceed 1.75 inches (44 mm) in width.Where there are decorative cutouts within verti- I I AG103.2 Above-ground and on-ground pools.Not adopted by the State of Oregon. cal members, spacing within the cutouts shall not ex- ceed 1.75 inches(44 mm)in width. SECTION AG104 5. Where the barrier is composed of horizontal and verti- SPAS AND HOT TUBS cal members and the distance between the tops of the horizontal members is 45 inches(1143 mm)or more, AG104.1 Permanently installed spas and hot tubs.Perma- spacing between vertical members shall not exceed 4 nently installed spas and hot tubs shall be designed and con- inches (102 mm). Where there are decorative cutouts strutted in conformance with ANSUNSPI-3 as listed in Section within vertical members, spacing within the cutouts AG107. shall not exceed 1.75 inches(44 mm)in width. 2008 OREGON RESIDENTIAL SPECIALTY CODE G-1 APPENDIX G 6. Maximum mesh size for chain link fences shall be a AG105.5 Barrier exceptions. Spas or hot tubs with a safety 1.25-inch(32 mm)square unless the fence is provided cover which complies with ASTM F 1346,as listed in Section with slats fastened at the top or the bottom which re- AG107,shall be exempt from the provisions of this appendix. duce the openings to not more than 1.75 inches (44 mm). SECTION AG106 7. Where the barrier is composed of diagonal members, ABBREVIATIONS such as a lattice fence, the maximum opening formed AG106.1 General. by the diagonal members shall not be more than 1.75 ANSI—American National Standards Institute inches(44 mm). 25 West 43rd Street,New York,NY 10036 8. Access gates shall comply with the requirements of ASTM—American Society for Testing and Materials Section AG105.2, Items 1 through 7, and shall be 1916 Race Street,Philadelphia,PA 19103 equipped to accommodate a locking device.Pedestrian access gates shall open outward away from the pool and NSPI—National Spa and Pool Institute shall be self-closing and have a self-latching device. 2111 Eisenhower Avenue,Alexandria,VA 22314 Gates other than pedestrian access gates shall have a self-latching device.Where the release mechanism of SECTION AG107 the self-latching device is located less than 54 inches STANDARDS (1372 mm) from the bottom of the gate, the release AG107.1 General. mechanism and openings shall comply with the follow- ANSUNSPI ing: ANSUNSPI-3 Standard for Permanently Installed 8.1. The release mechanism shall be located on the Residential Spas AG 104.1 pool side of the gate at least 3 inches(76 mm) below the top of the gate,and ANSI/NSPI-4 Standard for Above-ground/On-ground 8.2. The gate and barrier shall have no opening Residential Swimming Pools AG 103.2 greater than 0.5 inch (12.7 mm) within 18 ANSI/NSPI-5 Standard for Residential In-ground inches(457 mm)of the release mechanism. Swimming Pools AG 103.1 9. Where a wall of a dwelling serves as part of the barrier ANSUNSPI-6 Standard for Residential one of the following conditions shall be met: Portable Spas AG104.2 9.1. The pool shall be equipped with a powered ASTM safety cover in compliance with ASTM ASTM F 1346-91 Standard Performance Specifications F1346;or for Safety Covers and Labeling Requirements for 9.2. Other means of protection, such as self-clos- All Covers for Swimming Pools,Spas and ing doors with self-latching devices, which Hot Tubs AG105.2,AG 105.5 are approved by the governing body,shall be acceptable so long as the degree of protection afforded is not less than the protection af- forded by Item 9.1 described above. 10. Where an aboveground pool structure is used as a bar- rier or where the barrier is mounted on top of the pool structure,and the means of access is a ladder or steps, then: 10.1. The ladder or steps shall be capable of being secured,locked or removed to prevent access, or 10.2. The ladder or steps shall be surrounded by a barrier which meets the requirements of Sec- tion AG105.2, Items 1 through 9. When the ladder or steps are secured, locked or re- moved, any opening created shall not allow the passage of a 4-inch-diameter (102 mm) sphere. AG105.3 Indoor swimming pool. All walls surrounding an indoor swimming pool shall comply with Section AG105.2, Item 9. AG105.4 Prohibited locations.Barriers shall be located so as to prohibit permanent structures,equipment or similar objects from being used to climb the barriers. G-2 2008 OREGON RESIDENTIAL SPECIALTY CODE RECEIVED '+ 1.',• SEP 2 9 ?O10 �' CITY OF TIGgRD ' '; ' B UILDING DIVISION h,.;l • •, poit '3OVA.'_-_,......„46..,-,..,, r ,-,,,:;•:. ♦,.%N�\ti ‘..."'",ii ••••• ,t 1f1111j 1 .;1►1►11/r,<<. y I1!II�1111 4i1 i:, i •.i' 1�1I1�• x ` f.tip r'��hl�lllM 1` i -. • . 1 k r � . I General Notes j Expansive soils: p W General reviewed and recommendations made by the RDP.The building For installation of pools or spas in expansive soils,the following additional installation D 2 7 L'' The swimming pools and spas consist of one-piece fiberglass official must approve the RDP's report before work is completed. details must be followed subject to code official's approval: r construction shop-formed over a mold.The material is fiberglass The pool or spa excavation profile must coincide with the rn O C1GA 1� m reinforced plastic(FRP),a minimum of 1/4 inch(6.4 mm)thick, contours of the pool.The over excavation is minimum 6 inches 1. All surfaces adjacent to the pool or spas must be excavated to a minimum depth of (� Al D1V ,1 • w composed of isophtalic resin,vinyl ester resin,and fiberglass.The (152mm)on the sides and ends.The over excavation at the pool 12 inches(305 mm)beneath the pool bottom and minimum 6 inches(152 mm) D u LI1N behind the pool walls. > surface finish is a neo pentyl glycol gel coat.Viking Pools produces bottom is minimum 4 inches(102mm).The backfill for the pool or -a various styles of swimming pools and spas.When installed in spa bottom is a layer of 3-inch-thick(76mm)bedding sand matching 2. Any soft or loose soils exposed by step 1 must be removed until exposed material Q accordance to Viking Pools installation procedures,the pools and spas the pool or spa profile. s solid. If the soil is still soft and loose,the upper 6 inches(152 mm)of all horizontal a excavation surfaces must be scarified and compacted with mechanical equipment. C comply with applicable requirements of the following codes: This sand layer is compacted using a manual tamper and water. to 2006 International Building Code®(IBC) The pool or spa is then set into place using a crane,excavator or The compacted surfaces and the excavated wall surfaces must be maintained in a a) E 2006 International Residentional Code(IRC) manually and be within 1 inch(25mm)of level.Simultaneous moist condition until the first lift of backfill or fill is placed against the surface.The 1997 Uniform Building Code(UBC) waterfall and sand backfill operations then commence.The sand is term compaction implies any method necessary to consolidate the native and fill BOCA®National Building Code/2003(BNBC) compacted with a tamper and water.The installer must ensure that materials to keep the pool or structure from settling. z 2006 International Plumbing Code®(IPC) the backfill level and water level are approximately the same 3 The excavated bottom area of the pool or spa must be backfilled with granular v 2006 IAPMO Uniform Plumbing Code(IPC)* throughout this procedure. import material to approximately 6 inches(152 mm)below the bottom of the pool or spa,wetted and compacted. o 2003 ANSI/NSPI-5 Residential Inground Swimming Pools After completion of the backfill and plumbing,the decking is o 1999 ANSI/NSPI-3 Spa placed.Decks are prepared as indicated in Figures 1 though 4: 4. The remaining 6 inches(152 mm)must be backfilled beneath the pool or spa and a U 2007 California Building Code 1.Cantilevered concrete decks are constructed as noted in outside the pool walls with compacted clean sand.The pool or spa must be filled [2 2007 California Plumbing Code Figure 1 in all cases. with water as backfilling progresses to a level equivalent to that of the backfill.The c CI 2007 California Mechanical Code 2.Cantilevered decks are constructed with brick or stone as backfill must be placed in compacted layers of approximately 6 inches(152 mm) U 0 2007 California Electrical Code noted Figure 2 in all cases. while a uniform height of backfill is maintained around the pool or spa. E. Positive surface drainage away from the perimeter of the pool and surrounding 2007 California Fire Code 3.Raised bond beams are constructed as noted in Figure 3 in all J 2007 California Energy Code cases. deck is required and critical to installations in highly expansive soils.Surface area 2007 Florida Building Code 4.Aboveground installations are constructed as noted in Figure drains and surface drainage swales or subdrains must be placed as needed to 2007 Florida Plumbing Code 4 in all cases. prevent ponding or saturation of the soil around the perimeter and vicinity of the pool 2007 Florida Fuel/Gas Code Barriers are required where pools are on premises of UBC to prevent excessive shrink-swell or volume changes in the soil. CIA2007 Florida Mechanical Code Group R,Division 3,Occupancies or IBC Group R Occupancies. 2007 Florida Residential Code The barriers must comply with Appendix Chapter 4, Division 1,of National Electric Code 2005 Edition Section 680 the UBC or Section 3109.4 of the IBC .- 98-76 Building Administrative Code 00 co cn v The overall pool dimensions,depths and capacities are shown in BOCA®National Building Code/2003(BNBC): O °' Sr;C ti Table 1 and Table 4.The units comply with ANSI/NSPI-5,specified in Viking pools and spas may be used as public swimming pools or i M Section AG103.1 of the IRC,and IAMPO IGC-2000',specified in the private swimming pools,in connection with Group R-3 Occupancies 2m co v ti UPC. only.In addition to other requirements in this report,swimming pools j , N o Models described in Table 2,Table 3,and Table 4 can be placed used under the BNBC must satisfy the following items: w ,7 v v c up to 19-1/2 inches(49.5mm)above ground.These pools and spas 1.Location:Swimming pool and spa walls shall maintain x X may be placed with or without concrete or wood decking.Unless distances from property lines required in Section 421.4 of the L m ti ai elevated portions of the units are protected from sunlight by soil berms, BNBC. Q u_ decking,etc.,these portions must be coated with a UV-inhibiting 2.Construction:Requirements in Section 421.5 of the BNBC, �CC Lo M - opaque paint that is compatible with the laminate. concerning slopes,cleaning devices,walkways,steps and C CD rn All plumbing must comply with the IPC or UPC. Electrical work must ladders,must be observed. v co (.,) co comply with the code in effect at the construction site.The pool and 3.Water Supply:The water supply and drainage must comply Z m rn m iT spa must remain full of water at all times.A permanent sign,bearing with Section 421.6 of the BNBC. v c..-) m the following statement,must be attached to the pumping equipment: 4.Barriers:Barriers for private swimming pools must comply with Reviewed by: 0 ° ;° 9 P P 9 P 9P PY 0 m Notice-The pool or spa is designed to remain full of water at all requirements in Section 421.10 of the BNBC. Q ai N ° ai times.The pool shell may be damaged if the water level is allowed to 5.Diving Boards:Diving board distances and water depths must Columbia Research&Testing Q = v c drop below the skimmer.When appreciable draw-down is noticed or if comply with Section 421.11 of the BNBC. 10140 Starr Road, P.O.Box 933 r .. d it becomes necessary to drain the pool or spa,contact Viking Pools or Windsor,CA 95492 a c o ._:_i its dealers for instructions. Identification: Phone/Fax 707-838-1680 • :on > aLO La A permanent label must be installed adjacent to the above sign Viking pools and spas are identified by the following information IAS and ICC/ES Aproved Testing Laboratory Q indicating the Viking Pools dealer's name,address and telephone imprinted on the top step of the pool or spa:manufacturer's name I / U number. (Viking Pools)and address,pool or spa model designation,a coded Table of Contents / Seal: J serial number and the evaluation report number(ESR-2014). !Page 1 ( General Notes (6 c ;_ Installation Procedure: The units also bear the label of the quality control agency, I Expansitie Soils C c� -- a Viking pools and spas may be installed without a soil investigation Columbia Research&Testing Corporation(AA-527). 'Page 2 j Tables 1-4 a( � Q� • w N by a registered design professional(RDP),subject to the building ,Page 3 Figures 1.4 .ea U f official's approval,provided none of the following conditions are Findings: That the fiberglass one piece swimming pools and spas �Rayo-1 { Pool Models Z� /� 1S' (� encountered at the site: are in compliance with the above listed codes as noted in ESR-2014 Pig.c nooa Models Cortwue-+ �` �� 1.The existence of uncontrollable groundwater within the depth of subject to the following conditions. ' biydro Zone Models B,J7QF'� 1 the pool or spa excavation. 1.The construction and pool/spa installation comply with this Page 6 Spa Models 2.The existence of an uncompacted fill in contact with any portion report and the manufacturer's instructions. Page 7 Aitemative Recirculation Systems (l'\of the pool or spa. 2.Electrical and plumbing installation comply with the 3.The existence of expansive or adobe-type soils. respective codes in effect at the construction site. \ > 4.The existence of any soil types with an angle of repose that will 3.That all pools are installed in accordance with manufacturer's EGON Page not support the walls of theexcavation at desired slopes. recommendations. 5. Danger to adjacent structures posed by the proposed pool or spa 4.The pools and spas produced by Viking Pools Northeast, 1' C}f 73 �4aN ej 6 location. Inc. 176 Viking Drive Industrial Park,Jane Lew,West Virginia; 14 .- w 6.The existence of any cracks or openings in soil that would not Viking Pools Central.Inc., 10600 West Interstate 20 East, H IAN k" a confine sand bedding. Midland,Texas;and Viking Pools, Inc., 121 Crawford Road, > If any of the conditions above is encountered,excavation must Williams,California;Viking Pools Southeast,40119 Country ui cease immediately.The specified conditions at the site must then be Road 54E,Ze h rhills,FL are manufactured under a quality j 'i' f°`t '"``< � 06/30/2012 Y' P P Y q Y Length,width and depth may vary up to 3%•all E control program with inspections by Columbia Research dimensions are to outside edge of coping,measured of 7 z 08/20/2010 &Testing Corporation(AA-527). from parallel lines. _ \ ■ J ' N O r- 9 a . r - TABLE 1 - POOLS TABLE 3- SPAS GALLONS PAGE POOL SPA CODE SIZE DEPTHS(APPROX.ALLONS' Pa e POOL CODE S12E DEPTHS 9 APPROX. NUMBER TYPE Number > Acapulco _ AC 16' , 39' [ 3'-6" , 6' 16,700 3 Type 0 Mystic j M 10'x 10' 3'-4" 550 5 Atlantis LBBST 12',15' 4' 2,500 4 Type 0 !Mystic Spillover I MSW 10'x 11' 3'-4" 553 6 Bahamas MFF 8'-9" , 14'-3" 4' 2,100 4 Type 0 !Mystic Spash MSP ' 10'x 11' 1-6" 325 6 - cn W Baja SFF 11'-10" , 24' 3'-8" , 5'-6" 9,000 4 Type 0 !Placid BOS 8'-4"x 8'-4" 3' 475 6 H- Barbados BBD 9'-6", 21' { 4' 4,000 4 Type 0 (Placid Spillover BOSSW' 5-4 x 9'-4" 3' 475 6 O Bermuda AL 12' , 26' -! 3'-6" , 5'-6" 7.000 4 Type 0 !Placid Spash , BOSSP 8'-4"x 9'-4" 1'-6" 273 6 Cape Coral SK 9'-10" , 19'-9" 3'-2", 5 2,750 4 Type 0 Regal FIG,. 8'x 10' 3'-4" 600 6 Cancun CC 16' , 35' 3'-6" , 6'-6" 15.000 3 Type 0 . !Regal Spillover RGSW 9'x 10' 3'-4" 600 6 Caribbean MR 16' ,40' 3'6", 6'-6" 22,000 3 Type 0 (Regal Spash RGSP 9'x 10' 1-7' 47D 6 Carmel FF 13'-8" , 30' 3'-6", 6' 12,000 3 Type 0 !Royal I RY 8'x 10' 3'-4" 600 6 Chesapeake CP 12', 31' 3'-11", 5 10,500 ' 4 Type 0 Royal Spillover I RYSW 8'-10"x 10' 3'-4" 60D 6 Clearwater SP 10'-11" , 20' 3'-5" , 5' 3,600 4 Type 0 Royal Spash RTSP _ 8'-10" x 10' 1'-6" 333 6 Defray B 11'-10" , 25-5 - 4-6" 8,100 4 Type 0 Shasta IRS T x T I 3' 420 6 Fiji FJI 15',34' 3'-6",6' 12,000 3 Type 0 Shasta Spillover LRSSW 7'x 8 3' 423 I 6 Freeport FP 12',25-1" 3'-7" ,5-5' 6,000 4 Type 0 Shasta Spash LRSSP 7'x 8' 1-6" 18D 6 Gulf Coast GC 15'-10" , 39'-7" 3'-5" , T-11" 19,600 3 Type 1 Supenor I CS 8'x 12'-5" 3' 703 6 Gulf Shores GS 15'-7" , 34'-8" 3'-7", 5-10" 15,000 3 Type 0 Superior Spillover CSSW 9 x 12-5" 3' 703 6 Island Breeze II BN 16' 40' 3'-6", 8' 22,000 3 Type 1 Superior Spash CSSP 9'x 12'5' 1.-6" 430 6 Tahoe LOS T-6"x 7'-6" 3' 450 6 CA Key West BFF 1Z,25'-T' I 3'-7",6' 9,000 3 Type 0 Tahoe Spillover LOSSW 7.-6'x 8'-6" 3' 450 6 Laguna LG 14' 30' I S-6", 6' 14,800 3 Type 0 Tahoe Spash LRSSP 7'-6'x 8'-6" 1'G" 22D 6 , Laguna Deluxe LGX 14' ,30' 4', 6' 9,000 3 Type 0 �, rn Lake Shore CD 16' , 33' 3'-7" , 5'-5" 15,000 3 Type 0 O 2 rn Maui MTK 9'-3" , 16' 3'-4",4' 2,300 4 Type 0 TABLE 4- POOLS N 7- - m N. v co r> Mediterranean BP 15'-8" , 38' 3'-7" , 5-11" 17,000 3 ! Type 0 ( "' POOL CODE SIZE DEPTHS GALLONS PAGE ! POOL Montego MT 14' , 35' S-T' , 5'-T' 12,400 4 Type 0 v M c' Monterey MK 14'-4" , 27'-7" 3'-7" , 5-10" 10,000 3 Type 0 APPROX. NUMBER TYPE LL �°� Oahu MLL 8'-5" , 15'-10" I 4' 2,200 4 Type 0 HZA HZA 8'6" x 1$'- 6' 4500 4 I Type 0 L a X Ocean Breeze OB 16' 40' 3'6" . 5'8" 18,900 3 Type 0 HZB HZB 8'-6" x 18' 5'-6".. 6' 4300 4 Type 0 0) " u_ Panama I BL 11'-10" , 35745' 4'-6" Vanes 3 Type 0 HZC HZC 8'6"x 18'' 5'6" 4050 4 Type 0 E m °; - Poseidon PS 16' • 40' 3'-6". 7' 23,000 3 1 Type 0 HZD HZD 8'-6"x 18' 5', 5-6" 3850 4 , Type 0 E o.) Rio BPD 15'-8" , 39' 3'-7", 8' 20,000 3 Type 1 HZDXL HZDXL 8'6"x 18' 3'3", 5' 3000 4 Type 0 Z Rockport RP 14' , 30' 3'-7" , 5-11" 12,800 3 Type 0 HZ` HZE 8'-6" x 18' 5' 3600 4 1 Type 0 a ' A co Santa Barbara RS 14' , 30' a-6" , 6'-6" 12,500 4 Type 0 HZF HZF 8'-6"x 18' 4'-6", 5' 3400 4 Type 0 O co in o co Santa Cruz SL 7'-6" . 39' ! 4' 6,500 4 i Type 0 HZG HZG 8'-6" x 9' 4'-6" 1200 4 Type 0 0- .6 '4 "n - Sea Breeze K 14'-8" ,33'-9" 3'-5" , 8'-2" 16,000 3 I Type 0 I-17 1 _ Hai 8'-6"x 9' 5' 1350 _ 4 Type 0 r L St. Thomas L 14', 31'-6" 3'-7" , 7' 13,700 3 j Type 0 a a) o a Sun Coast BKD 12'-3" , 23'-11" 3'-6" , 5' 6,000 4 Type 0 • > a ii LL Tnton TN 14' , 30' ! 3'-7" , 5'-11 13,500 3 Type 0 ,_ Q Trinidad TND 16', 44" f 3'-6", 7' 19,300 3 Tyyp 0 CJ Tropicana MP 9'-6" , 14'-6" I 4' 2,500 4 Type 0 J E > -, 0 Q TABLE 2- POOLS ' '° !�4°i . • LU N ABOVEGROUND INSIAIIATIDN' i15i �,r U CODES CODESTSDPE ;�� U 1 FP CC II 1 1 Ill SP 1 1 N E► OREGON D I t LUST, E 5A d -ON13. 1a° g Page . W E 08/20/2010 of 7 Z • r, o FIG. 1 Length,width and depth may vary up to 3%-all r. dimensions are to outside edge of coping,measured Ti. TYPICAL CANTILEVER CONCRETE DECK from parallel lines. N. 6"X6"-W1.4 X W1.4 3 MIN. WIRE MESH OR w REBAR NO.3,ON 2'O.C. v .-- 9" EACH WAY.r > FOR CLAY(ADOBE) SLOPED 1/4"=1' SOIL ONLY. —{— 1 6" 12" :•:•:-:-:-:•. 11— 1o° H o �` ;3's' I I -1 I I II I III-1 I Z ►Ir' �- 1/4"GALVANIZED FOR CLAY CHAIN 1 ����' I _ (ADOBE) 1� 3"THICK COMPACTED SOIL ONLY. FIG.2 4,---: SAND(TYPICAL) - 4"MIN.THICK COMPACTED CONCRETE DECK 4 GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE ����. I (ADOBE)SOIL ONLY. STONE DECK 6"X6"-W1.4 X W1.4 SAND 3' MIN. WIRE MESH OR -� 6" �- POOL FIBERGLASS EACH WAY.3,ON 2'O.C. SLO ED 114"=1' • FOR CLAY(ADOBE) _-_,■nom l I +" SOIL ONLY. 6- r1 j:pi:tf#! ; ffl-11 c) 0) r� r I FOR CLAY Co rn Ep, M ��� - 1/4"GALVANIZED (ADOBE) O N r` ,L A 10" $0111- 3 THICK COMPACTED SOIL ONLY. g tE ^ F d 4"MIN.THICK COMPACTED © LV M C.:?: �, —I: GRAVEL FOR CLAY ii ii .` (ADOBE)SOIL ONLY. li L.L. i° LL SAND rn FIG.3 6" FIBERGLASS 41111 E a) in cn • POOL SHELL fO o ti TYPICAL BOND BEAM v M �, M CONSTRUCTION Z CO ?� v• ORRPOURED CONCRETE 1 I 8 MIN. 0_ m M " ai 0 BACKFILLED DIRT v O C2 EL- 6 c d °� j \\ s"xs"-w1.a x w1.a O a Q MAXIMUM ��' WIRE MESH OR x (�24" \ REBAR NO.3,ON 2'O.C. = !I.: ,A ` EACH WAY. FIG.4 < ��\j FOR CLAY(ADOBE) �j\�j\�� SOIL ONLY. TYPICAL ABOVE GROUND INSTALLATION F"Rpfr � • W C -a N._ �x X x �� g C�l N E, y"O U .•:•:•:•:•:• III i 10" ••••••• 6575bPE 1- Ai�— I—III— I t-I 11- P M:13'�—_I I' =1 11=1 11=1 P4 MAXIMUM �,�/�/�- ►46∎,/ 3"THICK COMPACTED 1 J 1/2" OPTIONAL ! 1 r�Q- SAND(TYPICAL) / MOUND DIRT WOOD DECK( co ;--,� I I i SAND 4"MIN.THICK COMPACTED / AROUND POOL 1�•:/ 1= GRAVEL FOR CLAY />\//� APPROX.6" � 0� Page X ����� I (ADOBE)SOIL ONLY. %�_ 1, Ci'f 13,14 " �' *41 I' POOL IB FIBERGLASS 0 III11,;,III,1,III,;,111,11-1 � ,e�r7 M. IMP' ,gyps-' w , I - 08/20/2010 of 7 Z `\ 6° LL • . o 1 n 0 N. 10' 1 > 7 v 3'_4" 3'-4" 10'4 AIM - tel r IR.s Eo , a cs, ,�I V4101 V PM i.. ;:=T 1 '\ I 'I" 1 .11 "6.777 Fi `T' -1 1 U) J I I l En I l 1 1 1 I I i I I O SHASTA-LRS PLACID-BOS MYSTIC-M TAHOE-LOS SUPERIOR-CS ROYAL- RY REGAL-RG Z 475 Gal.Approx. 550 Gal.Approx. 450 Gal.Approx. 550 Gal.Approx. 450 Gal.Approx. 420 Gal.Approx. PP 700 Gal.Approx. PP 7' 8-4" 10' 7'-6" 12'-5" 10' 10' .1 ,rist■ 0.1 r4 vim 1 I Bo itip ...1:„ Alt) -7- rellillilikil %SO !,,,i: I I co.z. a.), a .. v . 1. — 1 turoICI4'.. —L3.1I I/ 3' `� l I I' ie.) a 3 7 I I I I i. Mr SHASTA SPILLWAY-LRSSW PLACID SPILLWAY-BOSSW MYSIC SPILLWAY-MSW TAHOE SPILLWAY-LOSSW SUPERIOR SPILLWAY-CSSW ROYAL SPILLWAY-RSW REGAL SPILLWAY-RGSW 420 Gal.Approx. 475 Gal.Approx. 550 Gal.Approx. 450 Gal.Approx. 700 Gal.Approx. 550 Gal.Approx. 450 Gal.Approx. M rn v N m rn h- N r� ch N. N- 8'-10.. 10' 7'-6" 12'-5.. 10 10' (n M M F. ,- r W I: 1 MI rr �-O i 3 X1'_6" 3' Z 1'-6 �' -� 1'-6' J TT I t o cn a r 1'-6" 1'-6", 1'-6"- I I 1'-7"- 0 e. "' o SHASTA SPLASH-LRSSP PLACID SPLASH-BOSSP MYSTIC SPLASH-MSP TAHOE SPLASH-LOSSP SUPERIOR SPLASH-CSSP ROYAL SPLASH-RSP REGAL SPLASH-RGSP c g v v c 200 Gal.Approx. 250 Gal.Approx. 200 Gal.Approx. 350 Gal.Approx. 250 Gal.Approx. 200 Gal.Approx. N O 300 Gal.Approx. PP L._ a 6 c d C ] - z J 3 � U (A m 2 N uj L TO J 9.o > ° t6 CII L 'SOPRO$ • � W � -o = m C, ..,G,N,, N Em U a o d E. � 7 o c m L• d c o m?> li - k rn m a OREGON 44 Page x �' 'rek13. ` 4 W EL • 08/20/2010 of 7 u_ I LL ,.._ • r "4\ 0 0 L C- > N • V a MDX DEBRIS REMOVAL SYSTEM > SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS ' 2-90°ELBOWS 'ossssssssssigliss∎■•sssmlo■IssssssmDslssl' vJ VENT COVER MAY U BE GUTTER DRAT (OPTIONAL)DEBRIS w CONTAINMENT '�LOA' J� HI 0 �I CANISTER J u, I JL \ WATER LINE • \\// �\ '- . TO PUMP '[•ssssm+ ANTI-VORTEX I '4 I 2ND DRAIN DX FLOOR DRAIN 0 • pi 2"O OR LARGER I 0 14'0 VENT LINE CIRCULATION LINE I �\/1 I '/ �LOW I I AIIIIIIIMMOMMEMOIMEMP ` I� `t __ _HI ssuin∎s�s4ss4•4sssas4�4�ssiaal I ATMOSPHERIC VENT PIPE LENGTH I MINIMUM=16'MAXIMUM=30' 18"MIN 24'MAX FILTER 'O OR EQUAL TO �am. I CIRCULATION LINE GENERAL NOTES -- .1 D...--..e., OUT TO OPTIONAL WATER FEATURE(S) 1. THE MDX DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. �1 V ch 2. CONTRACTOR TO INSTALL VACUUM REUEF BACKUP SYSTEM IN ACCORDANCE WITH SECTION 424.2.6.6 FBC-BUILDING c) CD 2007 AND SECTION R4101.6.6 FBC-RESIDENT1AL 2007 STANDARD NOTES: O O) OD N 3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. I.USE 2•SCHEDULE 40 PIPE. LEGEND N f� 4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME A112,19.8-2007 AND DRAIN COVERS MEET THE 2.DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE. I V iD r- co 3.CHECK VALVES MAYBE NEEDED IF EQUIPMENT IS f in V co REQUIREMENTS OF ANSI/ASME A112.19.8-2007 FOR ANTI-HAIR AND BODY ENTRAPMENT AND ANSI/APSP-7 2006 STANDARD. MORE THAN I61 ABOVE WATER LINE. )� FIBER OPTIC LIGHT TJOINT I•+- Cp 5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND 4.KEEP VALVES WITHIN 5'OF THE PUMP AND/OR FILTER. �/'1 cV O U)J �t ch rl MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON fl Q SKIMMER K 3"MAIN DRAIN O 71,- 1.....n_ co FILE WITH THE BUILDING DEPARTMENT. 4�-� �y LLI )��� RETURN 5J 3-WAY VALVE �1L_ (p X ��� S PLUMBING �✓ LL IL 1' L.L OMIll O Em CO co m r— M f`') co Z CO CO O F f` . V� O CO � r O M L1') co N N O M W C V N C ry O O DC r O C C d 0 O VENT TO ATMOSPHERE SO VENT ATTACH PLACKARD WHICH STATES AN APPROVED VACUUM RELEASE SYSTEM SUCH • WI O -CO_ d I-1--o WILL NOT BE BLOCKED BY DEBRIS. m SUGGESTED DETAIL THAT VENT IS A SWIMMING POOL AS THE VAC-ALERT SVRS SYSTEM IS AN _ INSECT INFESTATION, CONTA TION,OR SAFETY DEVICE AND SHOULD NOT v cn - y MICROBIOLOGICAL CONTAMINATION BE TAMPERED WITH. ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. • ? 3 B VENT COVER MAY BE GUTTER - > _ e E DRAIN SUCH AS HAYWARD ALTERNATIVE SUCTION INLET SYSTEM MAY _= 4) F.) of MODEL SP-1019 INCLUDE 1 ON THE BOTTOM AND ONE ON /1111 J L n THE VERTICAL WALL OR ONE EACH ON c C' a U (LOVER MUST COMPLY WITH DRAWING TO SUPPLEMENT TWO(2)SEPARATE VERTICAL WALLS CO CI3 3'-D'MINIMUM > C Q ANSVASME A112 19.8M) r -2-90°ELBOWS CONTRACTORS SPECIFICATION _ o SEE ALTERNATE • >` T g, 2 1 DRAWING ON FILE c CO y SUCTION INLET 2"O 2"O ! SUCTION INLET s1 •O -12"MIN P iiOPt c N L (MAIN DRAIN) (MAIN DRAIN) THE MAXIMUM VACUUM WITH ONE y C.Zl' 0461 413{ ` ,� U FINISHED GRADE SUMP PLUGGED AND TO RELEASE I" L''' .. D O / '/ \/\\ SUMP WILL NOT EXCEED 4.5 IINC INCHES ` a o �2"O ALL VENT \ OF MERCURY IN 3 SECONDS 15 Si MAXIMUM DISTANCE 1X2"O VENT LINE � � L m- TO VENT TEE PIPING 1K2• '▪ n Si CONNECTION=1' /-1Yj"0 �+ O - / �J MAXIMUM SUCTION PIPE VELOCITY SIX(61 FPS OR 59 GPM t a ATMOSPHERIC VENT PIPE LENGTH CD cs E o MINIMUM=16'MAXIMUM=30' OREGON Page T` ▪a ALL SUCTION X2.0 VREGVN PIPING TO PUMP t th is "fc,4 13,lir $4., 7 z ;+ `' D- DUAL SUCTION INLET SYSTEM 8 ATMOSPHERIC VENT SYSTEM '% TRJ M.> TO BE INSTALLED IN ACCORD WITH SECT 4242.66 2007 FLORIDA BUILDING CODE:BUILDING AND SECT R4101.6.6 2007 FLORIDA BUILDING CODE:RESIDENTIAL AND ANSIIAPSP-7 2006 STANDARD. N _ co of 7 z 08/20/2010