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HomeMy WebLinkAboutPermit Building 2018-08-22STREET TO RY SUITABLE MATERIAL R FINAL ON DEPTH. FRENCH DRAIN REOUREMI SOUTH My TO BE COLD BY AM 3.1 SMALL NOT RE NONE THAN 16. TYPICAL CRO55-SECTION AT EAST SIDE HOUSE I' - 20' 10 20 40 ELEVATIONS SHOWN HERSON ME ensm 0 DESCRIBED AS: 39THSQUARE N MRS . CB NWo/ SQUARE N SITE PLAN ASSESSOR'S MAP NO. 18-02-02-21/5200 SPRINGFIELD, LANE COUNTY, OREGON 0 + JULY 2, 2017 u (REVISED AUGUST 11, 2018 TO REFLECT TRUE LOCATION ,oRl t OF FOUNDATION & SHOW POOL) SUITABLE MATERIAL Ew . TUBER SPECS. 3 ISG II EAST -WEST CRO55-SECTION AT MIDDLE OF POOL DATE RECEIVEDCS�iBaa JOB NO i'7-©C3'�C'S7 Y - QW'LI � - - zo ZONE i iL OCCUPANCY GROUP a 0 UNIT R 220 OCCUPANCY LOAD TH 2300 LEGAL STORIES Mie-o3arz TM18-02-02-2n o0 TYPE CONSTRUCTION�'[� hssoz III � I LEGAL DESCRIPTION 98.®Z NO ES <„ R 4' SLEEVE /3" NA ADDRESS ii la � uQ chi i EI fi I0 POOLFOF04CMTAT PRTO T FVCYCLO O OWNER �a€a Ap' w wO EHO�AT Ews AuasFL M J m 2) ALL FP CE GATES 9Wl EE 9F LATC iM J F p SJCH THAT RIAES FOR POM PROTECTION AFE AEF. THE CONTENTS HERE ON HAVE BEEN. REVIEWED, WITH y 4o u / U ALTERATIONS INDICATED ON COLORED PENCIL. CHANGES M san WE FOR A MN A4RRCAL DISTANCE OF / 24• PIAOR TO TYND MO h ROOF WM lfE ORALTERATIONS MADE TO THE APPROVED DRAWINGS OR 4) FrmSCH r>RA� Is �,M ,� PVG w LF PROJECT AFTER THE DATE BELOW SHALL BE APPROVED BY "' y WRAPFD IN NOAFWOVEN FASOC WHIZ 05 SF. / THE BUILDING OFFICIAL. / i n DRar� aadc L sEctbN CITY OF SPRINGFIELD, OREGON ///////I 4 FINISH CONTOURS MAXIMUM 3:1 SLOPE BOULDER/ROCK WALL MAXIMUM 2:1 SLOPE AS SHOWN FOR FILL TOP ELEV 749 (CUT AS SHOWN) SLOPE. REYIEWED FOR (VERTICLE CUT AT FROM BUILDING) MIN (ALSO SEE XSEC ABOVE LEFT) 1�1'Y' Paa• .i�'M" 11' 1 111•ml M a VICINITY MAP NO SCALE O O Yc� Q— (, N � O . U O W � �0 5 a 3x w w¢ � z F rn F � w � F- o tr F- � w SHEET Ne. I OF General The swimming pools and spas consist of one-piece fiberglass construction shop -formed over a mold. The material is fiberglass reinforced plastic (FRP), a minimum of 114 inch (6.4 mm) thick, composed of isophtalic resin, vinyl ester resin, and fiberglass. The surface finish Is a neo pentyl glycol gel coat. Viking Pools produces various styles of swimming pools and spas. When installed in accordance to Viking Pools installation procedures, the pools and spas comply with applicable requirements of the following codes: 201212015 International Building Code® (IBC) 2012/2015 International Residential Cade (IRC) 1997 Uniform Building Code (UBC) BOCA@ National Building Code/2003 (BNBC) 2012/2015 International Plumbing Code® (IPC) 201212015 IAPMO Uniform Plumbing Code (IAPMO UPC) 2019 ANSI/APSP-ICC-5 Residential Inground Swimming Pools 2012/2015 International Swimming Pool and Spa Code (ISPSC-ICC) 1999 ANSI/NSP[-3 Residential Spas 2013 California Building Code and Supplement July 2015 2013 California Plumbing Code and Supplement July 2015 2013 California Mechanical Code and Supplement July 2015 2013 California Electrical Code and Supplement July 2015 2013 California Fire Code and Supplement July 2015 2013 California Energy Code and Supplement July 2015 2013 California Residential Code and Supplement July 2015 2006 ANSI/APSP-7 2013 ANSI/APSP/ICC-7 Suction Entrapment Avoidance 2011 ANSI/APSP-16 Standard Suction Fittings for or use in Swimming Pools, Wading Pools, Spas 2007 ANSI/ASME-A112.19.8 2011/2014 National Electric Code (NEC) 2009/2012 Uniform Swimming Pool, Spa, and Hot tub Code (IAPMO) The overall pool dimensions, depths and capacities are shown in Table 1 and Table 4. The units comply with ANSVNSPI-5, specified in Section AGI 03.1 of the IRC, and IAPMO IGC -2000`, specified in the UPC. Models described in Table 2, Table 3, and Table 4 can be placed up to 19-1/2 inches (49.5mm) above ground. These pools and spas may be placed with orwithout concrete or y}ryod decking. Unless elevated portions of the units are protected from sunlight by soifbenns, decking, etc., these portions must be coated with a UV-inhihittng opaque paint that is compatible with the laminate. All plumbing must comply with the IPC or UPC. Electrical work must comply with the code in effect Blithe construction site. The pool and spa must remain full of water at all times. A permanent sign, bearing the following statement, must be attached to the pumping equipment: NoticeThepool or spa is designed to remain full of water at all times. The pool shell maybe damaged if the water level is allowed to drop below the skimmer. When appreciable draw -down is noticed or if it becomes necessary to drain the pool or spa, contact Viking Pools or its dealers for instructions. A permanent label must be installed adjacent to the above sign indicating the Viking Pools dealer's name, address and telephone number. Installation Procedure: Viking pools and spas may be installed without a soil investigation by a registered design professiona(RDP), subject to the building official's approval, provided none of the following conditions are encountered at he site: 1. The existence of uncontrollable groundwater within the depth of the pool or spa excavation. 2. The existence of an uncompacted fill in contact with any portion of the pool orspa. 3. The existence of any soil types with an angle of repose that will not supportthe walls of theexcavation at desired slopes. 4. Danger to adjacent structures posed by the proposed pool or spa ocation. 5. The existence of any cracks or openings in soil thatwould not confine sand or j2" clean gravel bedding. If any of the mi-ditlons above is encountered, excavation must cease General Notes immediately. The specked conditions at the site must then be reviewed and recommendations made by the RDP. The building official must approve the RDP's report before work is completed. The pool drape excavation profile must coincide with the contours of the pool. The over excavation is minimum 6 inches (152mm) on the sides and ends. The over excavation at the pool bottom is minimum 4 inches (IO2mm). The backfill for the pool or spa bottom is a layer of ch -thick (76mm) bedding sand matching the pool or spa profile. This sand layer is compacted using a manual tamper and water. The pool or spa Is then set into place using a crepe, excavator or manually and be within 1 inch (25mm) of level. Simultaneous waterfiill and sand backfill operations then commence. The sand is compacted with a per and water. The installer must ensure that the backfill level and water level are approximately the same throughout this procedure. her completion of the backfill and plumbing, the decking is placed. Decks are prepared as indicated in Figures 1 though 4: 1. Cantilavered concrete decks are constructed as noted in Figure 1 in all cases. 2. Cantilevered decks are constructed with brick or stone as noted Figure 2 in all cases. 3. Raised bond beams are constructed as noted in Figure 3 in all cases. 4. Aboveground installations are constructed as noted in Figure 4 in all cases. Barriers are required where pools are.on premises of UPC Group R, ❑ivis!on 3, Occupancies or IBC Group R Occupancies. The barriers must comply with Appendix Chapter 4, Division 1, of the UBC or Section 3109.4 of the IBC Expansive soils: For installation of pools or spas in expansive soils, the following additional installation details mustbe followed subject to code official's approval: 1. All surfaces adjacent to the pool or spas must 6e excavated to a minimum depth of 12 inches (305 mm) beneath the pool bottom and minimum 6 inches (152 mm) behind the pool walls. 2. Any soft or loose soils exposed by step 1 must be removed until exposed material is solid. If the soil is still soft and loose, the upper 6. inches (152 mm) of all horizontal excavation surfaces must be scarified and compacted with mechanical equipment. The compacted surfaces and the excavated wall surfaces must be maintained in a moist condition until the first lift of backfill orfill is placed against the surface. The term compaction implies any method necessary to consolidate the native and fill materials to keep the pool or structure from settling. 3. The excavated bottom area of the pool orspa must be backfilled with granular import material to approximately 6 inches (152 mm) below the bottom of the pool or spa, wetted and compacted. 4. The remaining 6 inches (152 mm) must be backfilled beneath the pool or spa and outside the pool walls with compacted clean sand. The pool or spa must be filled with waterer backfilling progresses to a level equivalent to that of the backfill. The backfill must be placed in compacted layers of approximately 6 inches (152 mm) while a uniform height of backfill is maintained around the pool or sPa. 5. Positive surface drainage away from the perimeter of the pool and surrounding deck is required and critical to installations in highly expansive soils. Surface area drains and surface drainage swales or subdrains must be placed as needed to prevent ponding or saturation of the soil around the perimeter and vicinity of the pool to prevent excessive shrink -swell or volume changes in the sail. identification: ng pools and spas are identifi ed by the following information imprinted on the top step of the pool or spa: manufacturer's name (Viking Pools) and address, pool or spa model designation, a coded serial number and the evaluation report number (ESR -2014). The units also bear the label of the quality control agency, Columbia Research & Testing Corporation (AA -527). Findings: That the fiberglass one piece swimming pools and spas are in compliance with th e above listed nodes as noted in ESR -2014 subject to the following conditions. 1. The construction and pooVspa installation comply with this report and the manufacturers instructions. 2 Electrical and plumbing installation comply with the respective codes in effect at the construction site. . 3.That all pools are Installed in accordance with manufacturer's recommendations. 4. Thepools and spas produced by Viking Pools Northeast, Inc. 176 Viking Drive Industriat Park, Jane Lew, West Virginia; Viking Pools Central, Inc., 10600 West Interstate 20 East, Midland, Texas; and Viking Pools, Inc., 121 Crawford Road, Williams,California; Viking Pools Southeati 19 Country Road 54E, Zephyrhills, FL are manufactured under a quality control program with inspections by Columbia Research &Testing Corporation (AA -527). ICING POOLS T¢L.E STANDARD of FIBERGLASS Table of Contents. Length, width and depth may vary up to 301D Page 1 General Nbfes Expansive Soils Page 2 Tables L4 Page 3 Figures 1-4 Pool Models Page 5 Pool Models Continued - Hydro Zane Models Page 6 Spa Models Page 7 Alternative Recirculation Systems -all dimensions ora to outside edge of coping, measuretl from parallel lines. Reviewed by. Colum ba Research. Test ng 10140 Starr Road, 5 9 Box 933 Windsor, 7 95492 Phone ppmve Testi IAS and ICC /-0420 ES Approved Testing Lab Q3�4GGf�f Page of 7 , N N Q N N Z U N O a` It3 0 Page of 7 N FIG. 1 TYPICAL CANTILEVER CONCRETE DECK 6"X6"-W1.4XW1.4 T MIN. WIRE MESH OR REBAR NO. 3; ON 2' O.C. 9.. EACH WAY. $LOPED 1l4"=1' —�t 12" T 1 D„ l- 10" I I li V CHANDOBE) (ADOBE)3"THICK COMPACTED SOIL ONLY. SAND (TYPICAAL) 4" MIN. THICK COMPACTED GRAVEL FOR CLAY(ADOBE) SOIL ONLY. SAND OR 1/2" CLEAN GRAVEL LASS 6" k POOL SHELL BRICK OR NATURAL STONE DEC FIG.3 TYPICAL BOND BEAM CONSTRUCTION BRICK, FILLED BLOCK, 3' MIN. OR POURED CONCRETE $" BACKFILLED DIRT 41. 6"X6"- W7.4X W1.4 MAXIMUM WIRE MESH OR 24" REBAR NO. 3, ON T O.C. e EACH WAY. _ a X\/\\ " � x x. �=10.. 12" a _ I� 31T THICK COMPACTED 1' III SAND (TYPICAL} III 4"MIN. THICK COMPACTED I- GRAVEL FOR CLAY 'll (ADOBE) SOIL ONLY. SAND OR 1/2" CLEAN GRAVEL 6ti FIBERGLASS °-� POOLSHELL Length, width and depth may vary up to 3% - all dimensmns are to outside edge of coping, measured from parallel Anes. FIG. 2 CONCRETE DECK WITH BRICK OR STONE / 6"X6"- MESH OR ON WIRE MESH OR 3' MIN. REBAR N0.3, ON T O.C. EACH WAY. FIG. 4 TYPICAL ABOVE GROUND INSTALLATION MAX�MUM 19 1/2" OPTIONAL EIXX�APPROX OUND DIRT WOOD DECK OUND POOL 6" Reviewed by: Columbia Starr Road, aran P.O. 70149 O. B 933 Windsor,y, CA CA 95492 707� Phone dimove Tesdr IAS and ICC/E5 -0420 Approvetl Testing Laboratory seal :7 /� /! g?P SRL�N" Page of 7 1/4" GALVANIZED (gpOBE) CHAIN SOIL ONLY. 3" THICK COMPACTED SAND {TYPICAL) 4" MIN. THICK COMPACTED GRAVEL FOR CLAY (ADOBE) SOIL ONLY. SAND OR 1/2" CLEAN GRAVEL FIBERGLASS POOL SHELL FIG. 4 TYPICAL ABOVE GROUND INSTALLATION MAX�MUM 19 1/2" OPTIONAL EIXX�APPROX OUND DIRT WOOD DECK OUND POOL 6" Reviewed by: Columbia Starr Road, aran P.O. 70149 O. B 933 Windsor,y, CA CA 95492 707� Phone dimove Tesdr IAS and ICC/E5 -0420 Approvetl Testing Laboratory seal :7 /� /! g?P SRL�N" Page of 7 TRINIDAD -TND 19,300 gal. approx. in:]:] ll 3,_6„ I ISLAND BREEZE 11- N 22,0D0 gal, approx. E _ f 40' E m I I 3 6 CARIBBEAN -MR - 17,000 gal. approx. o= ° EE 3D' SANTA BARBARA - RS 12,500 gal. approx. h 34' I .. 194600 gal. approx. v MEDITERRANEAN -BP 17,000 gal. approx v n�rxco - vu 15,000 gal. approx. f f ST. THOMAS - L 13,700 gal. approx. LV 33' I - 3'-6" FIJI - FJI 3-7 12,000 gal. approx LAKE SHORE - CD 15,000 gal. approx L� Monaco - AT 21,000 Gal. Approx CANCUN -CG 14,000 gal. approx. IVIUIV 1 tliU - IVI I 12,400 gal. approx. TRITON - TN 13;500 gal. approx. VALENCIA - ST 10,000 gal. approx. F I OCEAN BREEZE - OB 18,900 gal. approx. I SEA BREEZE - K 16,000 gal. approx. 4' I LACUNA DELUXE - LGX 9,000 gal. approx. 12,800 gal�approx� KINGSTON - AP 17,500 Gal. Approx. 40' POSEIDON - PS 17,500 gal. approx ACAPULCO -AC 16,700 gal. approx. AVAILABLE TO 39' IN LENGTH I PANAMAI - BL Gallons Vary Reviewetl by: Columbia Research &Testing tO1Co Start Roatl, P.O. Box 933 one Wi7m7 7- 95-92 Rnona 495-0420 IAS and ICCIES Approved Testing Lab Seal: ��3 v � C� a? co V r v rmi LL �. N LL ^ LL LL m N LL m M }�qq u;, r VJ v m M ro o a o F_ a LL t �- � F U co �J3aonw a�CEE (� N U � Page of 7 I OCEAN BREEZE - OB 18,900 gal. approx. I SEA BREEZE - K 16,000 gal. approx. 4' I LACUNA DELUXE - LGX 9,000 gal. approx. 12,800 gal�approx� KINGSTON - AP 17,500 Gal. Approx. 40' POSEIDON - PS 17,500 gal. approx ACAPULCO -AC 16,700 gal. approx. AVAILABLE TO 39' IN LENGTH I PANAMAI - BL Gallons Vary Reviewetl by: Columbia Research &Testing tO1Co Start Roatl, P.O. Box 933 one Wi7m7 7- 95-92 Rnona 495-0420 IAS and ICCIES Approved Testing Lab Seal: ��3 v � C� a? co V r v rmi LL �. N LL ^ LL LL m N LL m M }�qq u;, r VJ v m M ro o a o F_ a LL t �- � F U co �J3aonw a�CEE (� N U � Page of 7 20' 1 CLEARWATER-SP 3,600 gal. approx. AVAILABLE TO 45' IN LENGTH I PANAMA II - BL Gallons Vary FREEPORT-FP 6,000 gal. approx. 26' I 4 MALIBU-CRUD ` 4,400 Gal. Approx. E1'li LAGUNA-LG 10,000 gal. approx. 3'-5" 26' I N BERMUDA -AL 71000 gal. approx. 31' 0:111 POOL -HZDXS _ 2,800 gal, approx. zo 3'-7„ I E m CHESAPEAKE -CP v� 10,500 gat. approx. 13' 3 o n m I mEo a POOL-HZE 3,600 gal. approx. E m I ST. LUCIA -CM — 6,000 gal. approx- i o @ E E j 20' 1 CLEARWATER-SP 3,600 gal. approx. AVAILABLE TO 45' IN LENGTH I PANAMA II - BL Gallons Vary FREEPORT-FP 6,000 gal. approx. 26' I 4 MALIBU-CRUD ` 4,400 Gal. Approx. E1'li LAGUNA-LG 10,000 gal. approx. 3'-5" 26' I N BERMUDA -AL 71000 gal. approx. v� TROPICANA - MP 2,500 gal. approx. OLYMPIA - FR16 15,250 gal. approx. KEY WEST - B 93000 gat. approx.. i 31-61T CAMBRIDGE - LN 18,000 gal. approx. 9,000 gal. approx. 30' I CARMEL-FF 12,000 gal. approx. 38' 22 MAUI - MTK Aruba - ARU Barcelona - BAR 2,300 gal. approx. 5,200 Gal. Approx. 18,500 gal. approx. EMPRESS - FR12 7,600 gal. approx. 16' L 7 E 3, 3 6-6 3'-10" 1 — Oceania - BHGI Venice - TGEN Coronado - BHBI a 19,300 Gal. Approx. 15,000 gal. approx. 13,000 Gal. Approx. 18' 1 0:111 v� TROPICANA - MP 2,500 gal. approx. OLYMPIA - FR16 15,250 gal. approx. KEY WEST - B 93000 gat. approx.. i 31-61T CAMBRIDGE - LN 18,000 gal. approx. 9,000 gal. approx. 30' I CARMEL-FF 12,000 gal. approx. 38' 22 MAUI - MTK Aruba - ARU Barcelona - BAR 2,300 gal. approx. 5,200 Gal. Approx. 18,500 gal. approx. EMPRESS - FR12 7,600 gal. approx. 16' L 7 E 3, 3 6-6 3'-10" 1 — Oceania - BHGI Venice - TGEN Coronado - BHBI a 19,300 Gal. Approx. 15,000 gal. approx. 13,000 Gal. Approx. 18' L1tLKHY - tf 8,100 gal. approx. JAMAICA -LD 3,750 gal. approx. L:LHKtIVIUN l - V 11,700 Gal. Approx. Reviewed by Columbia Starr Road, Pa. Testing 10140 .O. Box 933 one 7CA95492 P ES Approved 20 Testing lA5 antl ICCIES Approvetl Testing Laboratory seal: i�3�� �CX�I/'F5 1 POOL -HZDXS _ 2,800 gal, approx. zo E m v� 13' 3 o n m I mEo POOL-HZE 3,600 gal. approx. L1tLKHY - tf 8,100 gal. approx. JAMAICA -LD 3,750 gal. approx. L:LHKtIVIUN l - V 11,700 Gal. Approx. Reviewed by Columbia Starr Road, Pa. Testing 10140 .O. Box 933 one 7CA95492 P ES Approved 20 Testing lA5 antl ICCIES Approvetl Testing Laboratory seal: i�3�� �CX�I/'F5 :R: PLACID - BOS 475 Gal. Approx. ROYAL-RY 600 Gal. Approx. m� REGAL -RG 600 Gal. Appronc 12,-5„ 1 7' TAHOE - LOS SUPERIOR -CS SHASTA -LRS MYSTIC - M 450 Gal. Approx. 700 Gal. Approx. 420 GaL Approx 550 Gal. Approx. PLACID SPILLWAY- BOSSW ROYAL SPILLWAY-RSW REGAL SPILLWAY- RGSW TAHOE SPILLWAY- LOSSW 475 Gal. Approx. 600 Gal. Approx. 600 Gal. Approx. 450 Gal. Approx. I SEMI CIRCLE TANNING LEDGE - TS CT 400 Gal. Approx. 6'10" 16" Seal; HERMOSA-VFTL 185 Gal. Approx. ro v SUPERIOR SPILLWAY-CSSW SHASTA SPILLWAY- LRSSW MYSIC SPILLWAY- MSW 700 Gal. Approx. 420 Gal. Approx. 550 Gal. Approx. Reviewetl by. Colombia Research BTeo iD140 Starr Road, P.C. Box 933 Windsor, CA 95492 Pnone 707495-0420 IAS and ICC/ES Approved Tasting Laboratory s�pr z4 18a Page of 7 - SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS DEBRIS REMOVAL SYSTEM SUCTION OUTLETS IN MERGER 2 - 90P ELBOWS OP LOW J�HI VENT COVER MAY4 ,/[\1 0\ BE GUTTER DRAI (OPTIONAL) DEBRIS �/ L/ V W CONTAINMENT CANISTER O z WATERLINE TO PUMP ANTI-VORTEX 2ND DRAIN LOOR DRAIN 1Y"D VENT LIN (SUCTION OUTLET) (SUCTION OUTLET) 2'0 OR LARGER '�\ CIRCULATION LINE '� HI LOW HI FILTER ATMOSPHERIC VENT PIPE LENGTH MINIMUM =1S MAXIMUM=30' 15" MIN "O OR EQUALTO 24 MAX (EXAMPLE) CIRCULATION LINE PUMP - OUT TO OPTIONAL WATER FEATUREMM OR SPA GENERAL NOTESSTANDARD � d, c3 N 1. THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS. 40PRE LEGEND N cc OR 2. CONTRACTOR TO INSTALL VAC UUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 201012013 CALIFORNIA BUILDING CODE AND DEC SUPPLEMENT Z DO NOTNOTES UuOS MAYREEEY BE EDED IF QUIPMENSIDE. J N 4 Go US M JULY2015. MOREiHqu a^gsavE WATER LINE. EQUIPMENT M }�. FIBER OPTIC LIGHT T.IOINT ' 1 Lr ^� SO 1 00 3. ALL PIPING TO RESCHEDULE 40 PVC BEARING PAST APPROVAL UNLESS OTHERWISE NOTED. - 4xEEPv VES Wtmw a OF THE PUMP ANOrOR FILTER v 1V111/II US 4. THE FLOOR DRAIN MEETS TH E REQUIREMENTS OF ANSVABME Al 12.19.8-2/07 AND DRAW COVERS MEET THE I�-/� SKIMMER 3"MAIN DRAW. e" OT US SS REQUIREMENTS OF ANSI/ASME A112.19:8-2907 FOR ANTI-HAIR AND BODY ENTRAPMENT AND ANSVAPSP-120136TANDARD. RLL/ UA Go Go cS » N ED 5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE FOR METHODS AND d MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON RETURN y 3-WAYVALVE or FILE WITH THE BUILDING DEPARTMENT. 0 S5 SO So x So SO U- 6. THTACH E MAXIMUM VAG UCARD UM WITH ONE SUMP PLUGGED ANDICH STAFF ES THAT VENT IS A A TIO RELENG OLGARETY DEVICE ADD ASE A BODY ENTRAPMENTOULD NOT BE TAMP RE ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES >tWi/A/Rall SPILLOVER PLUMBING ry LL OF MERCURY IN 3 SECONDS YIIIIIIF IIIVVV��\I lam E Do Go S Rj- B. MAXIMUM SUCTION PIPE VELOCITY SIX(6)FPS OR59 GPM JI��1 D <> � . SO SO r 9. AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAG-ALERT SVRS SYSTEM ISANALTERNATIVETOTHE OTHERSYSTEMS SHOWN. Mr Z d- Oc II M ;L L 01 �. Dr L L ob dob ED SUGGESTED DETAIL s r >. O aj c VENT COVER MAY BEGUTTERO c 0 s F DRAIN SUCH AS HAVWARD .1. d d (covER MUST COMPLY Wrr6 MODEL SP-1819 1 I L ® cZ> a LL dANSIIAMMEA ) 4-/ 5 (MAIN SUCTIONCOMET Reviewetl bT. ^ U 2-90°ELBOWS J j U) �1 n m �o s - Columbia Research &Testing CE E ss.. o. o , sE Y 10140 Starr Road, P.O. Box 933 E M J B M r/ 2'T e T2" MIN Windsor, CA 95492 Mina DISTANCE PhoEWTHEne 707-495-0420 W Dc — Q SOCTIONOMEr. 2'U CONNECTION=1' FINISHED GRADE IAS and ICC/ES Approved Testing Laboratory � G > o (, > N (MAIN DRAG)) - 29 Seal: 0 T EALL SUCTION 1Y"m VENTLINE\ / �\ v Fe Fe IN 1Y"�// "x �9 PNG N �CC k, Yrn� ASS el op Em _ E NOTES. Ye Page ALTERNATIVE SUCTION OkTTLETS SVSTEM�`-� MAY INCLUDE 1 ON THE BOTTOM ANO ONE ON g OPTIONALATIARSPHEMOVE THE VERTICAL WALL OR ONE EACH DN g sws, ENTIOATMOSPHISGSOVTWO SEPARATE VERTICAL WALLS l\ .may 'S,F2`24 L. �ti •N` INSECT NFESTATUOR R MICROSIOLOaICAL TONAMINA-ION C DUAL SUCTION OUTLETS. I N PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM TO BE INSTALLED IN ACCORD WITH 201012013 CALIFORNIA BUILDING CODE AND DEC SUPPLEMENT ®� JULY 2015.