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2285 Wall St Address 2285 waii streec Zip 55122 IAt $ I Sub WhisperinQ Woods 12th Addition THESE ITEMS WERE / WERE NOT COMPLETE AT TfiE TIME OF THE FINAL INSPECTION. Date: Yes No Inspector: Final grade (6" from siding) x Permanent steps (garage) Permanent steps (main entry) Permanent driveway ,X Permanent gas Sod/Seeded grass TraiUcurb damage Porch Basement finish Deck Please verify with the builder the removal of roof test caps from the p(umbing syscem and the shut-off of water supply to the outside lawn faucet before freeze potential exisls. Contact engineering division at 681-4645 before working in rightrof-way or installing undetground sprinkler system. ~ White - City Copy Yellow - Resident Copy Pink - Contracror Copy ~ RESID NT AL ' . ' BUILDING PERMIT APPLICATION 5z]z' CITYOFEAGAN qyc~pb- pp_~ 90,50 3830 PILOT KNOB RD - 55122 651-681-4675 ~'iM7._ '70,50 / New Construction ReauiremeMS RemodeilRewir Reauirements ~ • 3 regislered site surveys showing sq, ft, of lot, sq. k. of house; and all roofed areas • 2 copias of plan ~1 q (20°h maximum lot wverage allowed) f'3$1 : 1 set of Energy Calculatior~s for heated additions • 2 copies of plan shovnng beam & window s¢es; poured found design, etc.) ReCeip 1 site survey far exAerior additions & decks . isetofEnergyCalculaGons gqhh_902- II~~/ • 3 copies of Tree PresenaGOn Plan if lot Dlatted atter 717l93 ~v q~,i 37~ o ~ ~ • Rim Joist DetaJ Options selection sheet (hldgs with 3 or less unils) I woOd' ~ I 'I l-~j ~I W~ts ~~rih,9 n~ ffm DATE ~5 OI VALUATION (EXCLuDItJ~ LAND) JOB SITE ADDRESS~WI-L 6 7/E'E~'^T- IF MULTI-fAMILY BUILD~~IN1G, HTOW M'ANY UNITS? PROPERTY OWNER TI ~ TYPE OF WORK ~/~~6T. 6/~X~G A/r/T (~5~ FIREPLACE(S) _0 Vl _2 _3 APPLICANT 4-7 PHONE # 96o~ ADDRESS o~JrO~ /I/(~GfN7~/ GZ !'Sj' fj~e CI ZIPCODE uye.vsr'r"--I- PAGER # CELL PHONE # FAX # 25W NEW RESIDENTIAL BUILDING ONLY - FILL OUT COMPLE Y Energy Code Category MINNESOTA RULES 7670 CATEGORY 1 ~ (check one) - Residential Ventilation Category t Worksheet Submi D - Energy Envelope Calculations Submitted _/__,MINNESOTA RULES 7672 e~_ ~ T~A~JI~~ ~le~ er17v Cod et Submitted fr~~~ of ~f Ff~C /JF"Kd` Plumbing Contractor: ~f~M/ ~~'Id Phone 6S!_'7 63- / Plumbing SysCem Includcs: _ Water Softener Iawn Sprinkler rec: $90.00 7146r 60'~67Q PM f/ Water Heater 1 No. of R.I. Baths 5r. /~UU, MN ~ia~ N~ Bath~~ ~~/W~& Mechanical Contractor: ~'RSO EcH~n/reAL Phone # *16 755- 11160 Mechaiiical System Includes: Air Conditioning Fee: $70.00 ~ Hea[ Recovery System Sewer/Water Contractor: 6iRrVI/A]C'sTDN Qmg Phone # 65l - q43 - 17 sw All above information must be submitted prior to processing of application. I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signafure of Applicant A J Certificates ot Survey Received ~ Tree Preservation Plan Received ~ Not Required _ < Updated 1/01 OFFICE USE ONLY . ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ~ 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 EM. Ait - SF ? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi ? 05 03-plex ? 11 10-plex ? 19 Lower Level ~O 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous 10 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement "Demolition (Entire Bldg only) - Give PCA handout to applicant ~ Valuation 173,000 ~ Occupancy n MC/ES System Census Code `(l , Zoning / City Water ~ SAC Units ~L Stories ~z Booster Pump Nbr. of Units Sq. Ft. 19 PRV ~ Nbr. of Bldgs ~ Length Sq Fire Sprinklered Type of Const Width I/S ~ REQUIRED INSPECTIONS Footings(new bldg) ~ FinaUC.O. _ Footings (deck) FinaUNo C.O. Footings (addition) ~n Plumbing ~ Foundation ~ HVAC Drain Tile Roof I Ice & Water Final Other 7 Framing _ pool _ Ftgs _ Air/Gas Tes[s _ Final Fiteplace _ R.I. _ Air Test _ Final Siding SNCCO Stone l1:51 Insulation _ Windows (new/replacement) Approved By Building Inspector - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Base Fee ` Surcharge Plan Review MC/ES SAC City SAC W ater Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit / .2 h.S~l ~ 7/'~(? 6' License Search Copies Other Total C'A L~C_~ ~ F L~E Cd q =~~TREE'PRESERVAT~ON aP~L:~AN'SUMIIIIARY=~`~~ ; ~ CITY OF EAGAN FORESTRY DIVISION ~ ~~~F ax ~ r ~ ~ - s ' » .~i c pdy~q (SEE ATTACHMENTS) Development t~~r1~SPY"i21f~~(~r ~~-'17UD~ {2~~ ~D7: Lot Number ~ Block Number ~ Address fSl,L St f& f13 Builder vriNNE!-}SCVYI Ri.ILt,DINb CcU~ f~: t i• Nf'r 101 N' 7 ~l'S2 ~`i~Lssuc Tree Protection Requirements: Tree Fencing Oak Tree Pruning (Immediately seal wounds during April 1 to July 37) Therapeutic Pruning Retaining Wall Other: Replacement Trees: Not Required )C AsFollows: DLC[Du(ii.iS rEP PL,d1j, Attachments: IMOSIM Yes No I AdditionalNotes: '3.26-0 H:lghove\2000file\treepreslTree Preservation Plan Summary-2000 03/28/01 IVED 10:02 PA1 612 890 9281 b'ENti'EHJE91 BUlL.U1tiU GOKY ¦1fl002 HL~ ' n 1 h ~ ~ o S ; ~-~T °oo,TREE-, ss oo„ I ~ o~~%•gh ~ s' s . ~o . ao5 , a s9. ~ Q A o~~96,a d,p°~~F'93'; ~ o 50.5) I° a 9 S 6 / i C~ ~ y Q p ~96 5 I / o `s f O° o °'pC`y oJ 959 . U O ~ i O ~ I1 ti' 3 tz q 9`S`T+ l6' ~S O s f pR~.o I s~ v) a^~i 5 o.9 ~~y~C pLS S~ ~ \ 58.o ~ 9 ~ V oo i~ L0 T (9 79, ~ CO S`~ s ~h F 27' OAK ~ R 42. 2 . CD ` C) ~ ~ ~ o O O . - DR,~iP~E & U71UTY EASE'~ENT PER PLAIW 9382 cj~ J~ 5 ~ i939.7 ' i 5 - - / ~ fTl TOP pf ICE ~ 05n U X936.1 ~ 165.16 S88°41'o4"w - - NQTE; SANITARY SEWER SERVICL INVERT ELEVATI0N=94g.51 . TOTAL SQUARE FOOTAGE OF TyE LOT = 19445.0 FEE7 TO7AL SQUARE FOOTAGE pF WOUSE AND ALL ROOFEO A,REAS = 2563.G 03/28/01 R'ED 10:03 FAY 612 890 9281 VEV\EHJEi4I BIiILDING CORP U003 . Tree Preservation Owner: H. Inc Vi%hispering R'oods . Builder: Vennehjem Building Corp. Contact: Joseph Hitta/MArna Winn Phone: 952-890-3006 2285 Wall Street, Eagan, Mn Lot 8, Block 1, Whispering Woods 12th Addition ~ Tree Summary - Exis[ing RED TAGS: ~ I. 10" Oak - Remove - In Driveway C~ 2. 12" Black Cherry - Remove - In house pad 5 a60 3. 24" Oak - Remove - In house pad YELLOR' TAGS: 4• 4" Black Cherry - Save 5. 26" Oak - Savc 6• 24" Oak - Save REYISED TREE G 7• 12" Oak - Save PRESERVATION 8. 201, Oak - Save PLAN 03128101 ~-•\,,0 9. 15 Oak - Save 10. 19" Oak - Save ~ Proposed Conditions: 10 Significant Trees ?S 3 Significant Trees Removed (30%) ~ Replacement Schedule: ~ T u (A1lowable Removable = 2 Trees) Replace with 2 Deciduous Catagory A Tree (Not Iess than 4 inches in diameter) Repla c,cmenf Schedule: 4" Mapie 4" Locust ~ ~ C ~ h- c~ ~ c ' ~ ~ ~ , • i i MNcheck COMPLIANCE R£PORT I I Minnesota Energy Code I Permit # I MNcheck Software Version 3.0 I I I I ~ Checked by/Date I I I COUNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 3-15-2001 DATE OF PLANS: 03/15/2001 PROJECT INFORMATION: SNOD6RASS WALL STREET LOT 8 BLK 1 WHISPERING WOODS 12TH ADD. COMPANY INFORMATION: VENNEHJEM BUILDING CORP. 2500 WEST COUNTY ROAD 42 SUITE #9 BORNSVILLE,MINN.55337 COMPLIANCE: PASSES Required UA = 653 Your Home = 479 26.7% Better Than Code Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS: Raised Truss 1322 38.0 0.0 33 WALLS: Wood Frame, 16" O.C. 3497 19.0 9.0 176 BSMT: Conc. 8.5' ht/0.5' bg/8.5' insul 816 10.0 0.0 74 GLAZING: Windows or poors, Above Grade 495 0.350 173 DOORS 60 0.350 21 HVAC EQOIPMENT: Furnace, 90.0 AEUE COMPLIANCE STATEMENT: The proposed building design descxibed here is consistent with the buildin4 plans,~specifications, and other calculations submitted with the permit applicatifon. The proposed bui.lding has been - designed to meet the requi%rements/of the Minnesota Energy Code. I / Builder/Designer'~..__.<•~'`',,.%'~ Date C3I - i i - " LOT SURVEY CHECKLIST FOR RESIDENTIAL „ BUILDING PERMIT APPLICATION PROPERTY LEGAL: Lt-7i`~ 9 IP/ac, DATE OF SURVEY: S-D / 1~v LATEST REVISION: a ~ DOCUMENTSTANDARDS \ 4 ~ Zk ` Ca~ • Registered Land Surveyor signature and company p- ? ? • Building Permit Applicant VC1 ? . Legal description V11 ? . Address F/ ? ? . North arrow and scale V • House type (rambler, walkout, split w/o, split entry, tookout, etc.) d? ? . Directional drainage arrows with slopelgradient °/a E'? ? • Proposed/existing sewer and water services & invert elevation d ? ? . Street name ~ ? ? • Driveway ? ? • Lot Square Footage D~C ? • Lot Coverage ELEVATIONS Exlstina n_ . Sewer service (or Proposed) ir/ G ? . Property comers iY ? u • Top of curb at the driveway and property line extensions V0 ? • Elevations of any existing adjacent homes ? B, ? . Adequate footing depth of structures due to adjacent utility trenches Prooosed P/ ? ? • Garage floor ? G • First flaor C7 ? ? . Lowest exposed elevation (walkoutlwindow) R/ ? -11 . Property corners C3~ a? • Front and rear of home at the foundation PONDING AREA (if applicahle) L~ ? ? • Easement line ? ? • NWL ? • HWL ? L~ C • Pond # designation ? ~ ? • Emergency Overflow Elevation / DIMENSIONS F3 ? f_i • Lot Iines/Bearings & dimensions ? • Right-of-way and street width (to back of curb) i i . Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) fV ? ? • Show all easements of record and any City utilities within those easements d[J ? . Setbacks of proposed structure and sideyard setback of adjacent existing structures _"r co P s 3./ rt.Q 11re1 ~J~7 ? . Retaining wall requirements, if any i.F'_s/,TZ'n r£or Reviewed: r)~!/, Nam / Date , 2285 wAIL SrREET ; CERTIFICATE OF SURVEY ! For:Vennehjem Building Corp. . APR 0 4 ~ECj ~ PROPERTY DESCRIPTION: Lot 8, Block 1, WHISPERING WOODS TWELFTH ADDITION, Dakota County, Minnesota. We hereby certify that this is a true and correct survey of the above described property and that it was performed by me or under my direct supervision and that I am a duly Licensed Surveyor under the laws of the State of Minnesota. That this survey does not purport to show all improvements, easements or encroachments, to the property except as shown thereon. Signed this 6th daY af Morch 1200ames R. Hill, InC., 8 y: Harold C. Peterson, Minnesota L.S. No. 12294 Notes: 1. Building dimensions shown are for horizontol & vertical placement of structure I& Denotes set spike only. See orchiteCtural plans for building 0 Oenotes set iron monument • Denotes found iron monument & foundali0n dimenSi0n5. x927.6 Denotes existing elevation 2. No SpecifiC SOils invesfigati0n has been (930.0) Denotes proposed elevation completed on this lot by Jomes R. Hill, Inc. Denotes proposed-droinoge The suitability o( soils to support the specific house propased is not the responsibility of eench Mark: 962.48 _7NH-Lats 7 & 8. eloCk 1 James R. Hill, InC. Or the surveyor. Proposed Garoge Floor= 962.3 3. No speCifiC fitle searCh for exisfence or non- praposed Garage Top of Block= 962•7 existence of recorded or un-recorded easements Proposed House Top of Block= 962.0 has been conducted by the surveyor as o part Proposed Lowest Floor= 953.3 of this survey. Only easements per the recorded plat ore shown. 4. Proposed grades shown were token from Bearings are on assumed datum the grading &/or development plan prepared by Scale: 1'=30' Nyhus Engineerinq = O~ t,+ G^A U~ U y ? 'a (/1 O 9 y m/~ N o~ D~~N a~o~ x James R. Hill Inc. m > z >!5 0 m~a Ean~~ Na ND~f o0,~, ~ s s N o~m oz PLANNERS / ENGINEERS / SURVEYORS 0 a°o s o, o~ z vZi ° m 2500 W. (.1r. RD. 42, Suh 120, BuasruG 11N 55337 PHONE: (952)890-6044 FAX: (952A90-6244 i ~ 2285 WaLL STREEi CERTIFICATE OF SURVEY ~ • For: Vennehjem, _Building Corp. N . ~ . ~~'IV~ ~~V IffE TD` ~ - ~E.AGArrr~r~~r~~rc~r~n^~; ~I ~oq Zn ~ o ° 01 ST / ° °o . s REET ` I 0 pol. / /n n 00 ~ v i-X I,~ ~ 6~ ) I 0~// SFR~ 60~ 9 / 9 • \ , ~ x959.8 pR~ qPp reLE. v.0. 5 g~N~ of Sp~ $f,` O40 o ELE SpP 95 Gj 6~ ~ / 9 °`~1° 9 SS~J O ° Po 61 L / 5 I C= ~ y s ~ I(9 3 ~v I ~ Ln I ? ~Z h J 1e.74 wp cn N S 1 °I 3 o S-c~ - 175.39 171 m o ~ ~s I I S pROP ~6 P ^~~4 7 I 5 ~ I ~ s ~0 9ss .~5 0 (W ~K Se~ •O 99s1 ~~~~,,OJS~ I ~J 5 L~ S 94 4) I aUT~ ,,,~0 v9 p Rt~j' I ~ LOT 8 ~0- 2~°I/ I.9S ~ ~ 9 p C ~ 8) 94 ~ 27" OA qSR~cT 6 q~ 942.f . O 9 93,~ ~C 44 w a~` z EJ~.6~ Rf0~RF0 0 94 'o ~ O ` - ~ AINAGE & UTI TY (C qSRFT 0 EA NT PER / ~ / ' ~ f !y I l - ~ R~~iF< M03C S4p .4me ~ g J R 0 P~• fT'1 G~ i iI?ri~s EDGE OF wnTER- ~n ~ I WETLAND 50.8 _ NwL=936.6 ~ (aso:s) 165.16 S88°4104W ` HwL=939.1 -EDGE OF WETLAND ~ PER PLAT n NOTE: SANITARY SEWER SERVICE INVERT ELEVATION=949.51 ~ TOTAL SQUARE FOOTAGE Of THE LOT = 19445.0 FEET TOTAL SQUARE FOOTAGE OF HOUSE ANO ALL ROOFED AREAS = 2563.0 FEET ~ c: Scale: 1 "=30' Page 2 of 2 James R. Hill, Ine. LOT SURVEY CHECKLIST FOR RETAINING WALL • BUILDING PERMIT APPLICATION • PROPERTY LEGAL: /.Of O 8be-h l Wh;j fJen"nQ W06dL, S 12~A uSS W6- I I ST DATE OF SURVEY: `h/2F/VR LATEST REVISION: m ~ c ~ *"Permits required for Retaining Walls 4 feet high or greater. Ya ~ O z ¢ DOCUMENTSTANDARDS ? . Registered Engineer signature and company ~f' ? ? • Building Permit Applicant ~ ? 0 • Address ~Pt ? ? • Legal description ? ? • Lot lines/Bearings & dimensions ~ ? ? . North arrow and scale 'P1 ? ? • Street name • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and side yard setback of adjacent existing structures ELEVATIONS ~ ? ? • Property comers 00 ? • Top of curb at the driveway and property line extensions (only if wall is within 30 ft. of curb) ?.8' ? • Elevations of any existing adjacent homes • Adequate footing depth of structures due to adjacent utility trenches )3' ? ? • Waterways (pond, stream, etc.) • At the foundation of the building and/or nearest strudure PONDING AREA (if applicable) ~ ? ? • Easement line 'z ? ? . NWL 0 yr ? • HWL ? ~f ? • Pond # designation ? ~P1 ? • Emergency Overflow Elevation ? fd ? • Pond/WeUand buffer delineation Y . Shoreland Zoning Overlay District Y • Conservation Easements RETAINING WALL INFORMATION • Location of Retaining Wall on property . Top & bottom elevation at each end of wall and any change in elevation in between 16 • Type of material (i.e. modular block, boulder, etc.) i[T • Directional drainage arrows with siope/gradient % Reviewed By: Date G:FORMSfBuiWirg Pemil Appliration-Relairvng Walla Rev. 5.W9 CITY USE ONLY I PERMIT qO I S.L RECEIPT DATE: ~ J S`o I RUIDERTUL MIECi3ARIC!!I. PERBIIT !lPPI1CATiON crrY oP gaeax 3830 Paoz xxoa gn E?sMMv ssi sa 651-681-4675 Please complet c ? single family dwellings townhomes and condos when pertnits are required for each unit Date: - SITE ADDRESS: Z 2 G ~ OWNERNAME: , TEL ONE~~~ ( CODE) INSTALLER NAME: TELEPHONE ~ 7SJ 7/64 (AREA CODE) STREET ADDRESS: 'LF CITY: X \E. ZIP: ~J lZ / ~ Place a check mark next to the ermit w tvoe New residential dwelling unit der constructionand n owner/occu ied $ 70.00 Add-on, modiflcation alteration to existina dwelling unit 50.00 • furnace rep cement ~ • air excha er • air con ioner • other ~ Nature o ork: £ State Surchar e Total $ Reminder: Call for inspecdons. C-0 ~kv~ A PERMITTEE a Updaced 1/Ol ~f ~edec,~ petm"{- f& per ~ru;y~~erv.~ . ~ i I I . ~ . ~ ~ ~ i , , I , , ~ K 2 4- ~ I I Q ~ I ~L; f-. ' • ~ I . . i... a , ' r { I I, ~ I Il~i I L 1 I I L- , i i ~ i_ .G i ~ ~ ~ _ ' . . . ' ' F ~ ~-..l _ t ~ • ~ i _ I _ ~ i__I__ _ i 1 I I ~ ' 4 /1 7-7 I ' ' I _ ' I I II ! _L. • ~ ' i i. I . , ~ i ~ . . ~ , 1 / I ~ j , u'j !I .._....1_ .-}I-....~~~- ~.1_..iZ._~14 ---~t.~r..l;drLG?_~.dP : eb--.-c~irti ~thdt t ~ , . ~ dii ct suPyn i, A ot l n e ;~s r m -pon an3 t~~rat I t ~ ~ II, I D ' ~ y . f ` _ Re~ eiede s)onal £h~eer~..,: cafhe ~ taYe 4 ~~o r _ Minue _ i_ C.c?N r_ac : I I. ~ _ ~ I i ' I , I law of t~ ~<.~lt'f7•r" _ ~ Y / . . , . 1 i I ~ ~ , ~ I ; Date_~~Heg. No. ' Ty ~ G . ~ . wN ~c?-~ J_D~_4 ko~r- sNa d~!- ' l , ! _ , i k ~.al a.t.__?'1 F ~ ~9r~ ti i ~ , ~ r- ~ ~ ~ ~ . _ , I._:. . . 1 , . . . - . ~ ! TT-~- -7--I ~ ~ ~-___<L _c'~~i~-•T-;--~-- ' ~ ! ' . r- ~ ! ' 'i- ,._-t I - ~Q.. 1 T- j---r I 1 ~ ~ ~ ~ ~ I -I ~ - Ti i f I ~T . I T , ~.I. . ~~~i1, lii . T - ~ t-~~~ i - - ~ ~ -~T- ' '~T-~ , , r~' pC' , ' ~ I I ~ I i i ~f ' . ' i T_i, '~~--f-- T~'~, r-- - ~ -T I- ' =~-~2~"!~L'~'U_.;l?/~-L~~ ~ ; ~-I r . -~-~T~ T '-Z-' .-i i To ; V?i4LG ---r-~- ,-r-- ~ -T_'-,- - - --T -r- I I . 1 ' ~ ' ' I i. ' ~ , T ; ~ I i t ~ ~ I ~ ~T , ~ ' . ( p _li •tr , I ~ ~ I~ . ~ ~ I ~ ! __T' I ~ ~ r ' • ~ ' ~ '--'T-r--~-' , i_'._ . i ~ . I I - ---1-- ~ aN: r---- . 4 ~ - -_"--T i _~'-.'~-T_.. - .--r--~'<- r--~ - 4-±(-- 7--T- -t I ~ _ ~ -r- i I ~ I I I ~ ~ 1 I ~ ~ I ~ I ! ( I I I i ; ~ i ~ ~ ; ~ ; , ; ~ ~ , ! ; • f ~ ~,~~r Q~~ w~~ ~ ~ I G~yrEp e¢~d;'~.e • ~ I - _ 7, r i - - - , r '~G ou r.' t I t • I' I i~ ~ i~~ I - I ~--J--- ~i . , , - . • ~ Y~~ ; r-~ ? I I ( ~ Ij I ~ T- ~F-T j f i ~ ! ! Y' T T ' ~ I ~ i ; I 17 ~ ~ - I--- i -r--l 1 k, 6 ! LLL I TEil i J GATE A\ f ;W B5~f70 ~ - . ew ese.oa ~ . E% TW #460 Q~n . BW 955.86 i7 BW 953.76 TW 957.00 SCREENING W,ALL S0F` 0 1 FENCE PN 83600 TW 95+.50 9953.76,~7Y~ 954 50 iC 95~2,32BW955.88 luwjz!Jo 1 w9 snss STA 1+25. x 9 .~ff1~ 1 'iW B545U' . I T. 954:OQL \ .BW 950.26 ~ O, ~ ~BW 980.26 ~955.4$ fv y . y~ C ~ _ 950. „r sa onK,'T~' CONCRETE ' CdNCRE1'E S~ ~rw gsaee . u~ ir C PATIO ` ~ PA110 X. ew teas: p Lu- ( iw ssz. -FPE 950 26 ~ FFE 950 96 ~ y aw 9sa \ ~s' / 7 c~ HN t wul"~ , ` . °a~ ~ :".•r ~sp0 ~ ~V~, ~~n ` u.. ~ 495 cs 5 a: ~ il v ~.4 ~ t2o~ J, 4 r' X949 LN ~ y48 u°"i Q X95200 ¢ ~ fi za xao paa4 , i a iw sso ae ' ~ w w .ew'84e.00 l o. p ~ v~atL ~S o.~ LC7T 8 t`` ~ _ 0 U, _ ! ~•~:,x ~.94 8'~5I1 o ! fl TW 52.50 .OQ-~ 1W 950.26 ,r~" ~ W ~ 1 sw axb . ~ X949 7R , r ` ew aaa oo " xX, • , ` N,. > . / _ ~ m ~ -r ~s.z cneurn u- a , i. F ~ g ` 4w sso za a ~ , . ; 7 , k W @42. ~,U- ~ C~ d ~ q ~ ~ BW 11 ~rw aso zs waaucni uRaa w saaoo $ ` - t> ew eae oa ~nce , . 20• o9K 2a" onk WATER LEVEL . (6 07-08) w : nv sso.ze °,r '.i /BW 947.70 w ~ SILT FENCE . - , / - . < ' . By ~ Da;e EAG,aN Errm c -1 65.16 5 8 8° 41,04W ~ TOTAL-SUAREFQQTAGE.OF THE LOT = 19445.0 FEET Y'- mr z' 3 . . Q - ~ KFY Pi eN ~ , _ . . rn asaoa ' . BW 951100 ' ^ EX.' TW 398Q ' 8W. 95S86 ~O°• 6AQ ~ t. BWAS3.76T~ 952.32 , , ew.95s.as ~ ' - " _ SCREENING = i ; . ~ ~~^F _ N EFENCE m 95600 'TW 95450 ~,yo WI'~LL BW 953 76, W 950.2 6 V ~ . TW 954r39 i(~ BW 850:98 .V1tIj~lk~ D W e J( 9 .18 'rw ,s5a so ~_i z ~ ~I BW`950 26 TW 954.00 ~ ~ O 950. jBW 950.26 ~955 46 Q0 24" oAK COMGRETE CONCRETEr: 52. ' PATIQ Tz. ew teas o i s ~ s 950.26 FFE. 950.26 ' 95Q 9~ FFL 954 96 a ~ ' V, , . ~ m ~ .P,4TI0 . r ~ U 1 J F 00 ` r 1~ [ W ~ ca ~ 952 Qp ~ zo.aa o" ! `y N 0 ,$W 946.fl0 ~ 1 C Q CT,~ ~r •.HLL S',o~ ~ ~ ~ r3~= ~ LOT P c = 9~~61 ~ rw 1s~i:~o rw eso ze ew 0.28 X844,70: _ Bw 54490 ~ - . . . - / ~ s p C t5.2 y 'CABANA. 'e~M947 90~ . r ` s? µ .x .'~f . J ~ IL W 442.50- W ~ BW 95000 ~ 948.Y~~ F.ti~ ew s+e oa ~cecrif utarr w aaa oP a 20• pgic ° ~ ? , - . 24" oAK. _N%A-TER lE`JEL 938.6 (6-07-08) + nv sso ze a r.' ew 947.70 ~slr r~nce ~ ~ - _ 947..53 t . , ~ ~-165.16 S88°4104"W TOTALS UARE FOOTAGE.'OF THE LOT = 19445.0 FEET m" KEY PLAIV r ~ ' Site address: YU U~ Lot ~ 61ock L Subd On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulatioh pratection, air tightness, and ventilation, was adopted. As a result, the City of Eagan is requinng that the following information be submitted prior to issuance of a Certificate of Occupancy. V Thisstructure: is consVucted to meet minimum requirements of the Mn Energy Code, Ghapter 7670 OR _ This structure: will be consWcted to meet more restrictive requirements of Ghapters 7672 or 7674 ~ APPLIANCE GAS ELEC MANUPACTURER MODEL 8TU?5. ENTINGTYPE Water Heater T 0 /-lh ~.J, ~ Jr0 . _ . , rwnace ZG/V O Dryer m- . s . ''VENTED EXHAUST SYSTEM LOCATION TYPE MODEL CFM°§ res No Kitchen kitchen Bathroom 1 M~g~rm oY- IVI A1 L 6bP Bathroom 2 ~ rt ~ I I K Bathroom3 11 Bathroom 4 Other ~t 1) rt ri 1) il . . x VENTING FIREPLACE S LOCATION GAS WOOD MANUFACTURER MODEL BTU'S DIRECT nirnoS MAKE-UP AIR MODEL TYPE ~ CFM?s ' I hereby acknowledge that fhe above informa6on is correct and agree to comply with the Minnesota Energy Code and ;City of Eagan requirements.- - /o? Signa Date : CompanyName ~ ' This form is lhe responsibility of the General ConVactor. ~ i ~EC ~ - - APR 2 7 2009 ~ Perm it Glty of Ea~aIl I Permit Fee: ~ I 3830 Pilot Knob Road Eagan MN 55722 ~ Date Rec 7-~ / j Phone:(651)675-5675 Fax: (651) 675-5694 1 Staff: ~ 2009 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Z Z gS l~ 5~rQe.-~ 7enant: SevO d-!'d- iti-SS rc i.- J i,/ Suite 7 RESIDENT I OWNER Name: OSe ,(>l-_ S a. o d_!) r,--SS Pnone: 65I "30 7- 331 Address/ City /Zip: ZZ-$J WC~l\ Si-~L~h~-•. i'~1~ SS~ZZ Applicant is: _ Owner x Contractor TYPE OF WORK Descnption of work: g 10 GK i k ConsWCtion Cost _4 12, UaC7 . cn Multi-Family 6uilding: (Yes No ~ CONTRACTOR Name: !7 H~c~SG~~O,e (_~7 h S F°Y'y [.G1~/OF 14( .License#: ~/A Address: /4-d City: ./i 112 State: 1(_~/(/ Zip: SS33 7 Phone: 612- ylY -60 7~ Contact Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateaorv 1 Minnesota Rules 7672 Energy Code . Resitlential Venlilation Category 1 Worksheet • New Energy Code Worksheet Category ~ Submitted Submiried (4 5ubmission type) • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a pertnit for a simifar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: . Sewer & Water Contractor. Phone: NOTE: Plans and sirpportiriq documents that you submitare considered to be public information. Portions of the information may 6e classified as non-public if you provide specffic reasons thai would permit the City to conclude that tfie are trade secrets. I hereby acknowledge that this informalion is complete and accurate; that the work will 6e in wnformance with the ordinances and codes of the City of Eagan; [hal I understand this is not a permR, but only an application for a permit, and work is not to s[art withoul a pertnd; that lhe work will be in accordance with the approved plan in the case of work which requires a review and approval of pl~ns. x~aT'7 !`7c.r.^1) t x I~ ApplicanYs Printed Name Ap ical nt'~ $ignature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Fireplace Porch (3Season) Stortn Damage ~ Single Family _ Garege _ Porch (4-Season) _ Exterior Alteration (Single Family) _ Multi _ Deck _ Porch (ScreeNGazebo/Pergola) _ Exterior Alteration (Multi) 07 of Plex LowerLevel Pool Miscellaneous _ Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building" _ Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage ~ Retaining Wall •Demolition of entire building -give PCA handout to applicant DESCRIPTION Valuation 0 Ub Occupancy MCESSystem Plan Review Code Edition SAC Units (25% 100%4j Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS _ Footings (New Building) Sheetrock ~ Footings ( a~'T1() ((~v"r1~LN(?~?A2L _ Final 1 C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Drain Tile Other: _ Roof: _Ice & Water _Final Pool: _Footings _Air/Gas Tests _Final _ Framing _ Siding: _Stucco Lath _Stone Lath _Brick _ Fireplace: _Rough In _AirTest _Final Windows _ Insulation ~C Retaining Wa11~~sr.iA2.~ F~vT~tiL-~ _ Meter Size: ~ Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC V" Utility Connection Charge S8W Permit 8 Surcharge Treatment Plant Copies TOTAL Page 2 of 3 ' i I i . i Clty of Eapn I Permit Fee: 9 3830 Pilot Knob Road Eagan MN 55122 j oate Receive j Phone:(657)675-5675 ~ fli~ ~ Fax: (651) 675-5694 i Sta ~ 2009 RESIDENTIAL BUILDING PERMIT APPLICATION Date: ~ Site Address: Tenant: ~ Suite RESIDENT I OWNER Name: OG -<;~VO D 672-rk 5 C Phone:LZSI-.~rv J- 3-3~ ~ Address / City / Zip: ~ZR5S b6/iYS-( :517- Applicant is: _ Owner -k Contractor TYPE OF WORK Description of work Y . Construction Cost: ioo C) ~ Multi-Family Building: (Yes _ I No CONTRACTOR Name: /~L!S/~~( OdliS License/#: Address: City: L- Stavlz'~- Zip: ~-7 Phone:/,a' LL "L0" Contact Person: tj~-M COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDWG Minnesota Rules 7670 Cateqorv 1 Minnesota Rules 7672 Energy Code . Resitlential Ventilation Category 1 Worksheet ^ • New Energy Code Worksheet Category Su6mitted Submitted (4 SUbmission type) • Energy Envelope Calculations Submitted In the last 72 months, has the City of Eagan issued a permit for a similar plan based an a master plan? _Yes _tLNo If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor. Phone: <; .NOTE: Plans'and supporting'documents fhafyou submit are'corsidered #o be,pu6lic information.~ Portians o€ ' #he infomiaiion rri'ay be classrfred as non-public if you provide spec~c?easons`4hat woy]d jpermit the Citp to;; > conclude tlrat t6e are tra`~e secrets. ' I here6y acknowledge that this information is complete antl accurate; that the work will be in confortnance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; thal the work will be in acwrdance with the approvetl plan in the case of work which requires a review and approval of x x lans. ApplicanYS Printed Name Ap icanfs Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE • SUB TYPES _ Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage _ Single Family _ Garege _ Porch (4Season) _ Exterior Alteration (Single Family) _ Multi _ Deck Porch (ScreenlGazebolPergola) _ Exterior Alteration (Multi) _ 01 of _ Plex - _ Lower Level 7X Pool _ Miscellaneous _ Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building` -.VAddition _ Move Building _ Reroof _ Demolish IntePior _ Alteration _ Fire Repair _ Windows _ Demolish Fauadation _ Replace _ Repair _ Egress Window _ Water Damage _ RetainingWall "Oemolitionafentirebuilding - givePCAhandouttoapplicant DESCRIPTION Valuatian Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100%Zoning City Water Census Code ~ Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS _ Footings (New Building) Sheetrock _ Footings (Deck) Final / C.O. Required _ Footings (Addition) Final! No C.O. Required Foundation HVAC Drain Tile Other: _ Roof: _Ice & Water _Final ~ Pool: -1vootings -YAir/Gas Tests )c~'Final _ Framing Siding: _Stucco Lath _Stone Lath _Brick _ Fireplace: _Rough In _Air Test _Final Windows _ Insulation Retaining Wali Meter Size: Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES Base Fee J Surcharge V ~j OYJ Plan Review MCES SAC ~ City SAC Utility Connection Charge 58W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 POOL PERMIT - APPLICATION SUBMITTAL REQUIREMENTS Address: Z2~S Wr. Applicant Name: 'Soe 5 -eod 2frz. <s 3 ~ ~ ~ ~ GENERAL INFORMATION o 'z a ,~T ? ? Applicant name and contact information )a ? ? Property owner name ,d ? ? Address ofproperty fd' North arrow, scale (1" = 30' or 40') Site Plan, drawn to scale showing location of house, pool, and other existing or proposed structures, including retaining walls. .e( ? Location and name of all streets adjacent to property ?,C1 Directional drainage arrows (existing and proposed) ELEVATIONS nXJ ~ Existinp ,;(!A? ? House corners ? O Propefty comers .,0 ? O If applicable, ground elevation at each end of retaining walls and at wall's greatest height Proposed ? 21 Finished pool deck corners Top of proposed retaining walls (if any) and at each different elevation (if it changes) ,Z ? ? Pool bottom (or max. depth) DIMENSIONS Existinq 21 ? ? All,property/lot lines A AlFEasements on the property e Proposed ,a ? ? Pool A ? ? Pool plus integrated deck/patio ,2 Shortest distance from outside edge of pool deck to lot lines and house Reviewed: Name Date G:FORMS/Pool Permit ChecklisU02-13-07 TW 95e.00 @W @58.00 . . , . ~v s{ ~ EX TW t980 BWt95S86 f TW 95725 •~o b BW 953J6- TW 957.00 - BW 938.86 ~952.32' . ' scn¢nwc iw ss4.so ~~N~ TW 956.00 WALL S' OF; 0 • ; 9S7.76, ~ 6W 994.26 { ~ TW 9B~ SP ; T ' 1' ~ , • oZ{ \ r BYI .950.BGI S=1 A IT~5+ ~~y/~~-~• W aU K Z Ka . ,.16 ~~TW954.50 'r. F i , ' . ' ~ \ ~ ~ . . TW 954:.2b~ 00 .BW850.28 0, . ~ ~W 9Sti ~955 46/ . w ~ <F~ ~ _ 950. za• oaK,, ~ CONCRETE . ~ m`G NCRETE ~ - ~S2 TW 950.96 lx PATIQ PATIO ` l`i, z, ew tsas, ~ o a ~ Tw s52. 1 c~ h • FFE 950 26 \FFE 950 9¢ t= u i ~ Q N 1 1 ('1N U l ~ J V ~ 9~ [ ` ^`i ~ ni i' .l)•1Lf /l~ ~~~J d C ~ . p i{~ ~ <~~f i ~ ~~~94907 F ~~,r-- S? V1 ~ . I ;s ~i.> I r _ ~ ,i ..r(4 . r~ ~ Z Y -o k852, qP 29 x40 f00L N~ 'syy~ _ - - ¢ ~ ; t~ ; • rn sso se ~ -I-- ~ w :ew"eas.oa ~ Z ~ vu . _ _ ~ L: s ~:F L0T z~ ~ F o f F'1 952. TW 950.26 Q W W t ~.94i} 70 9W 94400 8 ` r l,J ' 7xT0' a~C v IL enenNn a ;vv S0 26~ /~~.f2'L7~7~ ~i LJ~ ~ W \1 9 ~ k YY 4W 9 ~ ~ N W942. TW 95000 W 4 ~ ,.BW 95000 ~i;i T~TW9502fi -1 1- 7 ~SF1 `-7YI9502B WRWQHI~IRON BW94400 W ` ~zo' pBK eae-o0. .Fa~lcEi,_:~ 2a" oaK l ~ WATER LEVEL . (607-08`j ~ . TW 950.28 0 ~ E ~ . A gy 047.5 3 o ~ Date v~ J~ p .16 S88 41 0 4 W E+G~ ~G~G . ' TOTAL S UAREFOOTAGE.OF THE LOT = 19445.0 FEET ~0~~~" K F Y P I A K6 ~ ~ Fo~ Otfic~~,lJSe I Clty Of LLLpn I Permit# Permit Fee: ~ ~ 3830 PilOt Knob Road I Eagan MN 55122 j Date Rec,eJAJ. Y2 8 2009 j Phone: (651) 6755675 Fax: (651) 675-5694 2009 RESIDENTIAL BUILDING PERMIT APPLICATION 62zQ,r& Date: S Z g 09 Site Address: Z Z!SJ (NA ~1 Jr~LGI f C.aya n~ h~ ss i2 Z Tenant• ' Suite RESIDENT I OWNER Name: t-a-cs Phone: 65-1 30-7 -331-7 Address / City / Zip: ZZ d L/A1l ,qi~~~6-j~, P11k) 5117Z Applicant is: -f- Owner _ Contractor TYPE OF WORK Description of work: Ptre ~ S" Construction Cost: 12 ~b Multi-Family Building: (Yes No v CONTRACTOR Name: License Address: City: State: Zip: Phone: ContactPerson: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateaorv 1 Minnesota Rules 7672 Energy Code . Residenlial Ventilation Category 1 Worksheet • New Energy Code Worksheet Category Submitletl Submitted (4 Submission type) • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan 6ased on a master plan9 _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: - NOTE Plans and suppnrhng'documents,Yhatirou,submif are;consideretl to be pub6cinformadon Po'r6ons of 'fhe mfoiinaUon may be Nassffled as ,hoh pU6ho If you provdafe specific rea.4ons:that wo'uld permrt the 'conclude:thaf'the .aretradesecrets I hereby acknowletlge that Ihis infortnation is complete and accurate; that ihe work will be in confortnance vrith the ordinances and codes of the City of Eagan; that I untlerstand this is not a permit, but only an application for a pertnit, and work is not to start vrithout a permit; lhat the work will be in accortlance with the approved plan in [he case of work which requires a review and approval oi plans. x T. t Ji~Op"/}S,r x ApplicanYs Printed Name Applic 's Signature Page 1 of 3 , DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage _ Single Family _ Garege _ Porch (4Season) _ Exterior Alteration (Sin91e Family) Multi Deck Porch (ScreenlGazebo/Pergola) _ Exterior Alteration (Multi) - 01 of Plex Lower Level Pool Miscellaneous ~ Accessory 8ullding WORK TYPES ~ New _ Interior Improvement _ Siding _ Demolish Building` _ Addi[ion _ Mbve Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demoiish Foundation _ Replace _ Repair _ Egress Window _ Water Damage Retaining Wall 'Demolition of entlre building- give PCA handout to applicant DESCRIPTION Valuation Occupancy ,~,v 1,Lj ~ MCES System Plan Review Code Edition SAC Units (25%_ 100%-7y) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction ~413_ Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final I C.O. Required ~ Footings (Addition) _>6 Final 1 No C.O. Required Foundation HVAC Drain Tile Other: Roof: _Ice & Water _Final _ Pool: _Footings _AirlGas Tests _Final ~ Freming _ Siding: _Stucco Lath _Stone Lath _Brick Fireplace: _Rough In _Air Test _Final Windows Insulation Retaining Wall Meter Size: Erosion Control . Reviewed By: Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review ~ MCES SAC City SAC Utility Connection Charge S8W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 ~ < I ~ °`s S a ° ° ' 6 o TRE ET V T / SS 0' 0on /n i~ n N iT` 00 oO~~ SFR~ 60 TELE. T.V. ELE j 0-) POR~N O As~.r ^ e S~/NC H oUS f r J „ 46. LUNCflEIE'- OCONtltEIE ~M . 1 PA?0 a PATO fGE 950.26 FFE 950.96 i 9]5 - .8 ' ~ O . O N O sfirua'~vrt o ~ LOT 8 _ (~D ~ ~ .S;T u~x rf, y n / - ~~Ai~ ~A948 ID w s I 11,1165 4104W 16 S$8° p ~ /i ~ [ mu. <avnx_ ro-~~a~ s.e ~nc = ~~~<sc- rt~t i ~ POND-E23 NWL 936.6 Q~L HNlL 939.1 Scale~l"=~~ `~y ~ a SJ ` C S~ ~ Vim+ 4 .a a 3 z Q • EL cc 0 to e~�z oco CORNER DETAIL ` J O U Q a w w RI !!1 o o 'J UJ aZ¢ Zo . O 012-M LL� `%O= .DMZ J • N W a -J3 ri<U (jy2 —00 >Z00000 000 w N N J O a 2 X w M X TEK SCREW O N O t0 Q b O co M (�yy 1O -co O, i9. U in -rb IA O O of w O O O N 9 O et - O t0 LL O p (9 S O -co Of X `ate z0 ca O cr 0 z U a. (1a irThi 7 u N0 J Q Z,C V uJ Q= C ocrq Qs. cato Z FF- N S' • • N Z 17. O N Q U U .w 0. N 10 O O O N M 10 M X O O O t0 N N 14) X !0 N O O N 0) N Q W N z 0 -J QQJ C9 c U� 0 O J NZ �O za OZ0 i '5;2 0.0 vZ - OLL << a0a - oOa. Ow =lz 0QZW `np i= -z UO 3z u� 0 DZ 0ovi 1� O oo O!"21 c}Z_ E v) - a Ova Z0 z a.c 0 z2 cQD g J FQw wNJZ �o1 < Exclusive, Swing - Away Hand Knobs make strainer cover removal easy. No tools required... no loose parts... no clamps. Super -Size Housing and diffuser ensure rapid priming. See Through Strainer Cover lets you see when basket needs cleaning and eliminates guesswork. Special self-adjusting seal ensures dependable sealing. All Components Molded of Corrosion - Proof Thermoplastic for extra durability and long life. Heavy -Duty, High - Performance Motor with air -flow ventilation for quieter, cooler operation. Heat -Resistant, Industrial - Size Ceramic Seal is long -wearing and drip proof. For fresh or saltwater use. g/9)e7 Mounting Base provides stable, stress -free support, plus versatility for any installation requirement. Adapts 48 - and 56 -frame motors, Corrosion -Proof Noryl® Impeller has smooth, wide openings to prevent fouling or clogging. Energy-efficient design produces more flow at equivalent horsepower. OVERALL DIMENSIONS MODEL Motor Power Pipe Size SP2600X5 SP2605X7 SP2607X10* SP2610X15* SP2615X20* SP2621X25 Dimensioi "A" 1/2 3/4 0.37 0.56 1 0.75 11/2 2 1.50 2 21/2 D 2 131/4 13 7/8 141/4 153/8 157/8 163/8 D 391 403 D *Super Pumps available with dual -speed motors. SP2607X102S SP2610X152S SP2615X202S 1 2 11/2 2 1.50 2 2 13 133/4 141/4 330 349 362 SUPER PUMP FLOW VS. TOTAL HEAD 100.00 90.00 80.00 w 70.00 a t5 60.x• 50.00 —.gill -"IIIIIIIII"IIIIIIIIIIIILIIIIIIgliI.II .0 a000 a F 30.00 \ 20.00. SP2615►202S(Low Spm) 10.00 6 .0 SP2621Y25 SP2615X20 co9rn72, SP261rX15 0.00 SP26100.52S (Low .. 7p SP2607%10 200 00.0 FLOW (GPta 1210 1410 GIHayward and Super Pump are registered trademarks and Noryl Is a trademark of H -tech, Inc. ® 2007 Hayward Industries, Inc. www.haywardnet.com 1-888-HAYWARD Service -Ease Design gives simple access to all internal parts. Motor and entire drive group assembly can be removed, without disturbing pipe or mounting connections, by disengaging just four bolts. Super -Size 110 -Cubic -Inch Basket has extra leaf -holding capacity and extends lime between cleanings. Rigid construction with load -extender ribbing ensures free-flowing operation for heavy debris loads. Super Pump Series Pumps are listed by: HAYWARD Pool Products One source. Every pool. 1 ma scam Technical Data Digital and Millivolt Gas Heaters g910 C INDOOR DRAFTHOOD 32-11/16" ELECTRICAL CONNECTION 26-5/8' (28-5/8 ASME) 13-1/4° GAS CONNECTION 4-3/8" (3-3/8' ASME) - 8-7/8° (6-5/8' ASME) (q • •C 0• •s 40" STACKLESS OUTDOOR TOP 28" Heater Model Amp Draw (A) Cabinet Width 120 volt 240 volt Digital 4 2 Heater Model BTUH Input (000) (A) Cabinet Width (B) Flue Diameter (C) Indoor Drafthood (1) Minimum Gas Conn. Water Conn. Shipping Weights (lbs) w/ Polymer Headers and Stackless Top w/ Cast Iron Headers and Stackless Top Indoor Drafthood R206A 199.5 20" 6" 61-5/8" 11-7/8" 3/4" 2" 187 206 12 R266A 266.0 23" 7" 62" 11" 3/4" 2" 210 229 15 R336A 332.5 26" 8" 63" 10-5/8" 3/4" 2" 230 249 17 R406A 399.0 29" 9" 64-1/2" 12-5/16" 3/4" 2" 249 268 20 Designation for a Digital heater using propane gas is "EP'; a Digital heater using natural gas is "EN". Designation for a Millivolt heater using propane gas is "MP"; a Millivolt heater using natural gas is "MN". Prefix "P" is for plastic (polymer) headers; "C" is for cast iron (ASME) headers. Suffix "X" is for cupro-nickel tubing; "C" is for copper tubing Example: P-R406A-EN-X = Plastic headers, 406 model size, digital, natural gas, cupro-nickel Reduce input 4% for each 1000 feet above sea level when installed above 2000 feet elevation. Manufactured under Patent No. 3,623,458. Swimming Pool and Spa Heating Products irMapfall I IF The Pool and Spa Heating Experts"^ wim IearTM Quad-ClusterTM Cartridge Filters New High -Profile Manual Air Relief provides an easywayto manually purge air trapped in filter. Non -Corrosive Top Closure Plate prevents elements from lifting and allowing unfiltered water to by-pass back to pool or spa during operation. Quad-ClusterTM Cartridge Elements provide 200, 300, 400 or 500 ft.2 of filter area and extra dirt -holding capacity for long filter cycles. Precision -engineered extruded core provides extra strength and superior flow. Self Aligned Tank Top and Bottom make access to servicing Quad -Cluster cartridge elements fast and simple. Heavy -Duty Tamper -Proof One -Piece Clamp securely fastens tank top and bottom together and allows quick access to all internal components without disturbing piping or connections. Improved High -Strength Filter Tank molded from new and stronger PermaGlass XL material for extra durability for dependable, corrosion -free performance. Uniform Low Profile Tank Base Design makes removal of cartridge elements fast and simple. Full Size 1'/" Integral Drain provides fast, 100% clean out and easier flushing of tank. Noryl® Bulkhead Fittings for extra strength and heat resistance. Union Coupling Connection provides plumbing options of 1X" or 2" piping. 2" internal piping for maximum flow performance. ations — SwimCleatr Cartridge Filte FILTER TYPE: Quad -Cluster cartridge elements: 200, 300, 400 and 500 ft2 total (18.6, 27.9, 37.2, and 46.5 m2). FILTER TANK: Injection molded PermaGlass XLTM FILTER ELEMENTS: Reinforced Polyester PERFORMANCE RANGE: 1/2 to 3 HP (30 to 120 GPM) 10.37 to 2.24 KW (114 to 454 LPM) DIMENSIONS: C2020 — 32" H x 23" W (81 cm x 58 cm) C3020 — 34" H x 23" W (87 cm x 58 cm) C4020-40" Hx23" W (102 cm x 58 cm) C5020 — 46" H x 23" W (107 cm x 58 cm) NSF is a registered trademark of the National Sanitation Foundation. Performance Data Model Number C2020 C3020 C4020 C5020 Effective Filtration Area ft.2 200 300 400 500 m2 18.6 27.9 37.2 46.5 Design Flow Rate' GPM 75 112 150* 150* LPM 284 424 568 568 Turnover Gallons 8Hr 36,000 53,760 72,000 72,000 10 Hr 45,000 67,200 90,000 90,000 Kilo Liters 8Hr. 136 204 273 273 10 Hr. 170 255 341 341 'Based on NSF recommended flow rate for commercial at .375 GPM/ft' *Determined by pump size and piping system hydraulics. 2" piping is recommended for flow rates equal to or greater than 90 GPM (341 LPM). Hayward doesn't recommend flow rates above 150 GPM. HAYWARD® 1 -888-HAYWARD www.haywardnet.com Removable Clamp Tool makes tightening and loosening of clamp quick and simple, providing easy access to filter internals. SWC03 ©2003 Hayward Pool Products, Inc. A-.0)*r' COVER FEEDER. TUBE INTEGRAL DIAL. REGULATING VALVE MAYWARD AUTOMATIC 89 g� PRESSURE STYLE CHLORINE FEEDERS FEATURES: EASY-LOK COVER ASSEMBLY has thread -assist mechanism to provide dependable sealing plus conven- ient access for adding tablets or sticks. CHLORINE CHAMBER has extra large capacity. CL -100 series feeders hold up to 4.2 lbs. of Tri -Chlor tabs, while the larger CL -200 series has a 9 Ib. capacity to meet the requirements of all sizes and types of pools. Corrosion - proof, versatile design accommodates Targe or small slow -dissolve tablets or sticks. DIAL REGULATING VALVE is easy to use and lets you control and adjust the rate of feed for your pool's variable requirements and chlorine demand. FEEDER TUBE provides controlled outlet flow of highly concentrated chlorinated water plus serves as an auto air relief to expel entrapped air from the chlorine chamber. VERSATILITY for new or existing pools. Select either direct in-line or off-line unit to make installation easy for your pool or spa system. Saddle Ciarnp Nssernili�r. for easy;installa n in fern pipin ©1988 Hayward Printed in U.SA. SEP -27-2004 14:54 TESTED FOR: DATE: P.01/02 Cover -Pools, Inc. ATTN: Kelly Ragsdale 66 East 3336 South Salt Lake City, Utah 84115 August 19, 1993 Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division PROJECT: Pool Cover Safety Tests OUR REPORT NO.: 706-30110-001 On August 16, 1993, Professional Service Industries was contacted by Cover -Pools, Inc. and asked that PS1 review ASTM Standard F 1346-91 to see if tests performed by PSI in May and June of 1990 meet the standard performance specification of ASTM F1346-91. The standard was reviewed, and tests performed by PSI meet the requirements of ASTM F1346-91. The following is a report issued by PSI to Cover Pools, Inc. are of Pool Cover Safety tests which meet the criteria of ASTM F1346-91 (formerly ASTM ES13). On May 31, 1990, a representative of Professional Service Industries was at the Corporate Offices of Cover -Pools, Inc. located at 69 East 3335 South, Salt Lake City, Utah 84115, to perform safety requirements tests on Cover -Pools, Inc., Save -T Cover it safety covers. The safety tests performed were in accordance with ASTM ES 13, Emergency Standard Performance Specification for Safety Covers and Labeling Requirements for all covers for Swimming Pools, Spas and Hot Tubs. A 16' x 32' pool was located at the Corporate Offices of Cover -Pools, Inc. The pool was equipped with an under track Cover -Pool safety cover and top track (universal) Cover -Pool safety cover. The tracking systems were connected to a redwood deck, with the connections at two feet on center along the length of the deck. The safety cover fabric used in the under track system had a physical property of 16.2 oz/sq. yd. The safety cover fabric used in the top track system had a physical property of 13.2 oz/sq. yd. STATIC LOAD TEST The static load test was conducted on both Cover -Pool safety covers in accordance with section 9.1 of ASTM ES 13. The weights used were weighed using a calibrated scale which is traceable to the National Bureau of Standards. The three weights used each had an area of one square foot. One weight weighed 51.0 lbs., one 210.1 lbs. and one 226.3 lbs. The total weight used for the static load tests was 487.4 lbs. Three points were tested for static load on each Cover -Pool safety cover. The locations of the three points are as follows: 4' from the end of the pool in the center. 10' from the end of the pool in the center and in the center of the pool. Both Cover -Pool safety covers met the performance requirements for the static load test as outlined in ASTM ES 13 section 7.1. 2955 South West Temple Street • Salt Lake City, UT 84115 • 801/484-8827 • Fax 801/487.3312 SEP -27-2004 1455 . r P.02/02 16) PERIMETER DEFLECTION TEST The perimeter deflection test was conducted on both Cover -Pool safety covers in accordance with section 9.2 of ASTM ES 13. With a 50 Ib. weight placed 4' from the edge of the pool on top of the safety cover, the test object was unable to pass through any opening at the perimeter of the pool. Both Cover -Pool safety covers met the performance requirements for the perimeter deflection test as outlined in ASTM ES 13 section 7.2. SURFACE DRAINAGE TEST On June 12, 1990, the surface drainage test was conducted on a Cover -Pool safety cover which was installed on a local private pool. The tracking system was an under track system. The pool dimensions were 14.17'x42.5'. The surface drainage test was conducted in accordance with ASTM ES 13 section 9.3. Water was applied evenly at a rate of 11.7 gpm per 1000 sq. ft. A small sump pump, with discharge capacity of 20 gpm, was placed at one end of the safety cover with the discharge hose snaking the length of the pool, on top of the safety cover, and discharging at the opposite end from the pump. The water was applied for 30 minutes with the pump on and in place. The water was then shut off and the pump was allowed to run for an additional 30 minutes. The test mannequin (Timmy) was then placed upon the safety cover. At the end of 3 minutes after placing Timmy upon the safety cover, an unsafe amount of water as described in ASTM ES 13 section 9.3.1 did not exist. The Cover -Pool safety cover met the safety requirements as outlined in ASTM ES 13 section 7.3. Ali safety covers and equipment tested were standard as provided by Cover -Pools Inc. Safety covers were installed according to Cover -Pilots, inc. standard installation criteria. Inspector: Jerry Hall RESULTS ARE APPLICABLE ONLY To "norm *Amnia TT:STEO. REPORTS MAY Nor SE REPRODUCED EXCEPT M PIAS,. WITHOUT WRITTEN PERMISSION BY PSI. WC, Respectfully submitted, Professional Service Industries, Inc. Jerry G. Hall Department Manager TOTAL P.02