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3970 Greystone Ridge'a-+ i,.? -?4-- H 1 q 1 ?-- 2000 BUILDING PERMIT APPLICATION (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD - 55122 ? S l 651-881-4675 ?U ? ?3"1 Dv ? RemodeVRe?oalr >I > 3 regbtered tlte wneys showlny tq. fl. ol b1, aq. tt. ol house 2 coWes ol plan ond gU rooled areaa (2096 rtwxdmum l01 covenxie albwed) 1 se1 of ener9Y cdalallons for heated adt9flona > 2 coplee ol plans (show beam 8 wlndow aizes; poured Intl. Ceslgn; etc.) 1 fite survey for extedor additlons d decks > 1 set o/ enerpy calculaflona > J coplea d hae pretervallan plan U lot plattetl aHer 7/1/93 DATE: S^ .?/- a0 CONSTRUCTIONCOST: 3,f(5i DESCRIPTION Of WORK: ui I outc STREEf ADDRESS: 3"7-4->61e- °"r'GY S'r6he ?i dq e. ! SF?U rd LOT: A`J BLOCK: ? SUBD./P.I.D. M: ?? f9) Name: 6Zf ro l0 6GoWA c,-s l'ons /.- Phone k: PROPERTY tast flKr OWNER Sheet Address: ?o Ro x ? Z or- CBy '6? ¢uv 71-ctv r. c SiCf6: Zlp: . Company: ? Phone #: (area code) COMRACTOR Sheet Address: lJcense Y ExP• CHy State: Iip: ARCHITECT/ ?Cd 1U?yG/ ?? or ? ft Name: ENGINEER Comparyr: ? / ' Telephone t: ( 6.S1 )'1 0?? 6 6 GrU SheetAddress: ZO?? /'?'? OaK Y? RegislraHonY: City e!?? a--i State: m'fU Zip: SS? z Z Sewer/water licensed plumber (if installina sewer/water):jQ Y- S O Yl,??, 1? I h') L. Phone #: L I hereby xknowledqe ttwf I have read Mis applkalbn, state thaf the infortna _11? . and agree to compy wiM aq applicable StafE of Minnesota Sfatutea and C(ty of Eagan Ordinances. Signalure of Applicant ? / OFFICE USE ONLY Certificates of Survey Received Yes ! -?Jo ? , . • • ` Tree Preservation Plan Received ! Yes /NO _ Not Required Z??f OFFICE USE ONLY BUILDING PERMIT SUBTYPES ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 21 Porch (3-sea.) jk'02 SF Dwelling ? 08 06-piex ? 77 Garage ? 22 Porch/Addn. (4-sea.) , ? 03 01 of _ plex ? 09 07-ptex ? 18 Deck ? 23 Porch (screened) p 04 02-plex ? 10 08-plex ? 19 Lower Levei ? 24 Stortn Damage ? 05 03-plex ? 11 10-piex aibg Yor_N O 25 Miscellaneous ? 06 04-plex ? 12 12-ptex ? 20 Pool E3 30 Accessory Bldg. wORK nrPe A' 31 New ? 36 Move Bldg. ? 43 Reroof ? 32 Addition ? 37 Demolish (Bldg)' O 44 Siding ? 33 Alteration ? 38 Demolish (Interior) 13 45 Fire Repair ? 34 Repair ? 42 Demolish (Foundation) ? 46 Windows/Doors ' Give PCA handout to applicant for demolition permit GENERAL INFORMATION SAC Code O I # of Stories 1 sq. ft. No. of Units t Length 70 sq. ft. No. of Buildings 1 Width SS Footprint sq. ft. Const. (Actual) -0J Basement sq. ft. 2 3?r6 Census Code (Allowable) Main level sq. ft. 23 ti N MC/ES System UBC Occupancy -1 ??- sq. ft. 76N City Water Zoning sq. ft. Booster Pump PRV Fire Sprinklered MISCEL OUS INSPECJ IONS-" - ? Stucco/Stone APPROVALS Planning Building ?cl- Engineering Variance ? 31 F_xt. Alt - M ulfi O 33 Ext. Aft - SF ? 36 MuRi 31 90/ Permit Fee Surcharge Plan Review License MC/ES SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total S L-4 S 9 . Co'1 Valuation: Ii?La w-? 61.s?-3?,s = 2oa? ISkh + sr .- u $ 2_U?TO ) 23Ss6 YZS ="rs?,6s6 '.A 23ti4 ?05`I ??12q,z?6 (,F,.S? ?64 r ld 21?m/ SAC Units % SAC -etl.E C0?`C (SEE ATTACHMENTS) Development tYli,ltYP4f`( f?ARw1 30 1gbD. lot Number 1 S? Black Num6er ? Addfess Xxx?c 41C`f!'feNe, RID6C- Builaer Tree Protection Reauirements: ? Tree Fencing Oak Tree Pruning (Seal wounds during April 15 to July 1) Therapeuttc Pruning Retalning Wall Other: Repl?cement Trees: Ik- Attachments: --)L-- Additional Notes: Not Required It a AsFollows: TWd CKCE60tY 8 TKCI"iS `S?0 itewW) Yes No Q TReES 6?t?? 6?`i, br9, ?,6? ? 665, 6bb? 6bT HAU6 -rQee PROtetTtoly frfNLG -INS'CMI.IeD VNSIDE OF cRiTtCN(. RCJDT ZoNig. THGSF, "[RG'eS urtl.i. 68 til Y16 N6stiD fOl,lAwtlvb CONST(ZUt'ft OT4 , Ap'pt'CIONKI,, M?'Ctc.+R'Uou Mh-( aE Tt?Qu?KeD zF 1HE`( Ktk 1r.1 * S'CpM 0¢ WI.IIVE, D4VISION Pcbv -7 -1-a G-esv?u ?rny. -t^`E hw? ba.,.3ed4.-?.run b? ?+4,c E ?s ?66 ?6h (L?.'.-' , ..-r-?-- I z il I I1:-, Ob.$ ? ,co ? ? v t') co'? I ' 1 I4n L ? I '.t L------?--? ??? `U?'fq? P,O. l4oy r y?Wb.i.` 54. U4,.., p'??? N`N • 1`?1 6-? 4sz-vv?_ysa? ?ok b 6a? 6?? Ca? 0 ? • ?,. 4_k.d,. ? 3a ? Y _ k20?. 6 7 00 ? -? Coroqe bb?( ? 15.00 --- ? s•=i: -trte- i re AW Proposed ? Rambler o 3.00 13cs. w/o h / I0' to ? ro 00 00 u -? 39.00 " 9$.Z 0 ? 1 b?? `S? 6S5 ?l ? S,?n??;can{-re.ne.,eJ.mS T?, - "'?a To 2p1-aG_ -[?gJ°'? 3= r?- ?I-w+e.5 '< I-ul`?1rt,.fL ?-a'[r,??M1?u??L 16'52"E 231.59 ?. „ . '---------------- - - - / P ipq I 1 ? F 6s9 ' ts L ? -I4"CHERRY bSj ? y bsa? ? 1 ; J ----- '--- _______________J ! ?'D 1 '20 "E 236.23 bs? ?'TrttS or ?o?' Ib? ., .. . N 00 LO co. ^ ,14. r ^ r 'I N t Q !? ? Z,o ? "•.. \ . ? •... ' ?. ....?............ ? . ............ .... \ ? 'y a . . . . .......... ` : l ? ?'.. . ?? .... . ? ` ?. \? ? ? `• : .................. ?;. ?..... ? ? .......... a ?, Q ? ..... y ` ? \ 78 ... \ \ %~ ?,, ?........ 15 . < < I?'•, ? t , 00 12`••. ?J,j , .. . _.. _ ....... ? _ . .............. , , - 924 • "" ^ . ; ? : . , ; ....... ._..?.._ , ? ? { ?,,, _._...._...?.. ._..._... , , . . -?920.-?,..... . • ? ? / i ? , 7 , . 19 ., . ._ ............._........_...._.. ......._.. . ? ,j. •'. ? ....... ....... ? ? _ ..............._............... ._..... ........ .._..... ,.. ; , , ?4, , ? . . . ..W? ............. ..?.. ? ' ' i .....?..r...._.......-.... ... ..... ? ? ? : ? ? • ? 1 , ............ .... ? / r ? . 1 ...._?..,__. ....,......_. •• ; ? 0839I . ......... . ....... ? 7?s?,? ? ? . , . . ? , . ?. 5 ....._.... ..... % / fl?i i? ? :?643 ? ?- - ?44 :A -? .? , . ? ? . r 65sc ?, ? ?t .. -..... 9 ? ; , ?..\ .. ... ? ;, ? . ?`? .................... ' , . . ? / '•-.. 904- ? 9? 59 .. `,],r ? ? ? 1 i; ' ? ?652`•. ;?. IA ZON?`... , . 3 ' 57 ? V? ? 656 ?' 655. ; ? I '44L.' ? jD : ?, • ? ' ??i I o ?? ??? '? \ `` \` '? ?s ? s ??' ??? -• ? ? CRITiCAL ROOT iONE; , ? a . • . t ? ?ef.?'7 ? ?• ? ; ? ?," `? ! ?. 3" ?? ?/ ? ,•` ?°?• , ? ? r' f ? ?f•. g /?/ / / ? .: ?.' / / ,? ? , a"l //"• / / . . ,?^' ? ? ! ? d"r??,y?o°?'•?? ? / / / ? . / ? Jy,.v^?. , ; J i' ! ?.?s' /i ? / ,'t 59/ ', ? / .? r . ` •. . ? ... . .• ?.• . ,?? .? ? • .. ' ? ?? ..»`?^" ? •'?,?! • ?..?'"'"?,? g?ji ' ??d,? ?t/ ? ? / / J/''?' `"_ "?. r..;m..=%-,._.. y?'?1• i - aa / l / ? I "' tv ! ? / • ? '?? ' •T' ? \ ? / / . i ... _.. . .. Q m m a m m a m 0 z RES1bEN'I1AL "COOKBOOK" WORK$yEgT ga-t- 12,P ThepvpmcdEWWiq destNROmaeMedlnC/w NOQ En,.s?-W?a?..?S? - dowmaidltmrobkMwfV??he6uNdin6V??R ^¢.•," u e.nwl 5',To meelrxatlon., .oemhpaindMlwswnmmea 0 wUhfhepennl[?Oplka[ian. Thspmpoxd . 6uNdi+K helean dlnlped b meet 7e r N N m v 0 N ti ? T w 0 0 V L+7 w a a w m ri . m m m M N m i4tINIMiJM REQUIREMEN7'3 for °Cookbook" Entry Doory 1-314" wlid woal w/ sMrm door br dqniralenl Foundation Windows• Inwieted Ghss w/IR•' gap in wood or vinyl frame '1nc1¢de aquan footsge In celeulrtion of W indowlDoor Arc@ g wim energy truss 7%," loo olatc to sh, unrnd'ilioned Windowaed DoorArea 1 100 s? t /, 7 6?? ? ' ;? ?- y? WlNOOW V-VAElJ6: .1{g AsS4 of EaOored W@llArea A6vn Gnds WfaEew evd Grob WdlAres WFndo+r/8eor Area 8Mea NlRC ar ASNME 19f3 H2eAbeek FouadslbnWlndow7Doer An@ 1 Chatk ?all WAL4TYpg" ' I mn^JmarPI nOnuVW U-vA1,ULS Ty Uaed MAXIMUM WINDOWANDD0p1tA R8A'.iOFBXpOSSpWALLAREA fZ% 11"rG tb'K 134G 20'6 22SG 21Y. 26SL 38SL JBSL 3204 34'A PE A 7YPE H 2x4 froming, R-13 imuletion, ahathing R-7 w eata. 0.55 0.47 0.36 0.33 0.30 0.27 0.25 0.23 0.22 0.20 0 19 2s4 framing, R-IS insuiation, shealhia R-S or greater. 0.52 0.45 0.35 6.31 0.28 Q.I6 0.24 0 22 0 21 0 20 . 18 0 ? C 2x6 freming, R- 19 insulation, aliu?irtg ku Uun R-S. 0.48 0.41 Q 32 D 2g q 2g 0 24 22 0 . 21 0 . O I4 . , ? D 2 6 f » L , , . . . . . 0.18 0.17 K ran ng, A-19 insuklion, sDeathing R-5 or grealer. 0.56 0.49 6.77 0.14 OJ 1 0.28 0.26 24 0 0 2? 0 2! 20 9 PE E 2x6 framing, R-21 insuhlion, shealhing leas IUan R-5. 0.51 0.43 0.34 O.3D U.26 0.25 0.23 . 0.22 . 0 20 . 0 19 . 0 11 PE F 2x6 framing, R-21 insuhlion, sficelhing R-5 or grealer. 0.58 D.SO OA 0.79 0.75 032 0.29 0.27 125 . 0.23 . 0.22 . 0.71 This is s wmmery only. Olhcr rppiranmg msy apply, Sa the Minnesela Energy Code. Quesliom7 Cal1 DeparUnent of Publie Service Fnformslioe Ceahr *1617/296-3113 m I-890l657-3710. ? I1}/9G ? EXTERIOR ENVELOPE I cQ, 2 FAMII.Y RESIDENTW. "COOKBOO[C" MEI'HOD SPCE ADDRESS: CITY: EQA gUILDER; ? DATE: cs o Nfinimum Criteria: Roof: R 38 with energy ttusses or R-44 with standard hussess. Rim Joist: R-19 in.nilation Foundation Rrindows: Insilaud 81azs, 1/2" air sPace, wood or viayl frame• Entry doors• 1 3/4 inch solid wood with storm or better STF.P 1 Window & Door Atea Total Window & Door Area In Sq. Fxt WINDOWS (inclading famdation windows): Dimenriont Qnty. Area X X X X X X X X DOORS: STEP 3 Deaiga Features ASSEblBLY OPTION FRaME waLL: STANDARD FRAMING ADVANCED FRAMING CAVITY INSULATION SEEATHIIdCr. ? LESS THAN R-5 R-5 OR MORE Total Area of I j?? A Window & Doots Total Wall Area in Sq. Ft Wall Total Pecimetu Fkight Area Total Ama B ofwan y ?Qo WINDOWS (cxcept foundation windows): U-FAG1'OR From tfie t2ble, dete[mine the marimnm pgrcent wjndpw dt dppr area for the design options selected and enut tha valne in box D below. d Step 2 Calculate area as a percent of wall Box A(window & door area) divided by Box B(total wall area) times 100 equaLs the window and door azea az a percent of wall area (Box C). $ox C musc be less thaa or equal to Box D Box A S 5;L, x 100 BoxB V F. T6e building must not excead the maximum window and door area as a percentage of ovecaU exposed wa11 area Gsted below for the combination of framing technique, R value of insularion within the insulated cavitY, s6eathm8 R'value, and window U-factor. Other componeuts must moet the requircments of this subpart. ryming Cavn,y Inrnlation MA7CIMMUM WINDOW AND DOOR AREA AS A PERCENT OF OVERALL EXPOSED WALL Window U-Factor Sheathine 0 49 0 36 .31 .27 STANDARD R 13 ?R 7 13.4% 17.84/s 21.30/9 24.394 STANDARD R-15 >R-5 12.9% 17.1% 20.1% 23.4% STANDARD R-18 4t S 11.1% 16.0% 18.8% 22.0% STANDARD R-18 >R 5 13.5% 18.6% 21.8% 25.3% pDVANG'ID R-18 <R 5 11.1% 17.1% 20.1% 23.44/o ADVANCID R-18 >_IL 5 13.5% 19.2% 22.5% 26.IYo STANDARD R-21 <R-S 11.8% 17.0% 19.9°/a 23.1Ya STANDARD R-21 >R 5 14.00/a 193% 22.5% 26.1% ADVANCED R 21 <R-5 11.80/0 18.1% 21.2°6 24.6°k ADVANCED R 21 >R-5 14.01/6 19.9% 23.2% 26•9% Subp. 3. Performance criteria. The combined thecmal transmittance (Ua) facwrs for walls, rooflceilings, aad floors over unheated spaces must be less than or equal to: A. 0.110 Btu/h RZ °F for walls; B. 0.026 Btu/h RZ °F for rooflceilings; and C. 0.04 Btu/h ft°F for floors. STAT AUTH: MS § 216C.19 HIST: 18 SR 2361 7670.0480 Repealed, 18 SR 2361 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: h DATE OF SURVEY: H w LATEST REVISION: ? ? ? DOCUMENTSTANDARDS J-' 4 Q O z ? ? • Registered Land Surveyor signature and company ? ? ? • Building Permit Applicant ? a • Legal description ? ? • Address m' ? ? • North arrow and scale q?o a • House type (rembler, walkout, split wla, split entry, lookout, etc.) ? ? • Directional drainage arrows with slope/gredient % ra" c ? • Proposed/exdsting sewer and water semces & invert elevaUOn c1? ? • Street name ? ? • Drneway ? V o • Lot Square Footage ? ? • Lot Coverage ELEVATIONS / Existin m' ? ? • Sewer service (or Proposed) ? ? ? • Praperty corners mI-? p • Top of curb at the driveway 0 ?? • ElevaUons of any existing adjacent homes ? e?? Adequate footing depN of shuctures due to adjacent ublity trenches Prooosed d?o ? - Garege floor ?o ? ? • Firstfloor i d lk W d ? o v n ow) ou • Lowestexposedelevation(wa ? ? ? • Property corners ?? • Front and rear of home at the foundation PONDING AREA (d aoolicaWe) ? 6? ? ? • Easement line NWL ? ? ? d// ? • • HWL ? m" ? • Pond # designation o dr,/ o • Emergency Overflow Elevation /10 ? ?o ? ?? a ?"/ ? ? d' ?/ ? ? tf o DIMENSIONS Lot GneslBearings 8 dimensions Right-of-way and street width (to back of curb) Proposed home dimensions inciuding any proposed decks, overhangs greater tfian 2', porches, etc. (i.e. all struc[ures requiring permanentfootings) Show all easements of recard and any Cily utilNee within those easements Setbacks of proposed sVucture and sideyard setback of adjacent epsting structures Retaining wall Reviewed: Mareh 1998 CMIGIBIOGPiiMf.FM : ? 1 . Surv e y o r's Certif?cate SURVEY FOR ; GEROLD BROS. CDNST. DESCRIBED AS : Lot 15, Block 1, MURPHY FARMS 3RD ADDITION, Cily of Eogon, Dokota County, Minnesoto ond reserving eosements of record. LOT SQ ? ? 4RE ? 4B z?9- ? E&GAleTENGINEEItINGDEFT. ? (f67F) 22 ?I q 30. ?Qh-'jO ? Ob8 2.00 co.oge ?o--?--- ^15.00 ? ?? ??I I e ?! ? IQo 0700 I App?? ?v°? ° ? 5@rNi([, t ' 00 ?Loc4}Q. ? '9 a3 ? _?p1_S 05,? h Rombs, d ,3ts, k h ? ? 39.00 ' (Z982 85-01 4SMLT FErycP- PROPOSED ELEVATIONS 7op of Foundotion = (10-13 Garage Floor =900 Basement Floor = gyg,y Aprox. Sewer Service = e%.b'-- Proposed Elev. Existing Elev. _ Drainoge Directions = Denotes Offset Stake = . NEAULuNAD PLANNJNC ENC/N66RINC SURVBYlNC 2005 Pin Oak Drive Eogon, MN 55122 Phone: (651) 405-6600 Fav : (657) 405-6606 F00 TAGE = 19,234 HOUSE SQ.FooTAGE= a13qq LoT CoVERAGE = /2% SCALE: 1 inch - 30 feet ?tct'?FQ 1'9ft ^. BENCHMARK, N o? py Greq'.ie.tit tr? kF MIN. SETBACK REQUIREMENTS Front - 3o House Side -io Rear - 15 Gorage Side -s I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF THE 80UNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISIaN ANO DOES N07 PURPORT 70 SHOW IMPROVEAAENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. DATE -5-/JqxOp , LINDCREN, A LICENSE p Tre? ??--?? ` . ?rYVtip? ? ? ? X ` rI I i 26"ONK ! RSN 1 I I ! ' 6•19'CNEftRy ? ? ? 1 y -__-- 11 --_'--- ? '0?E 236.23 --- .108 N0: OOR-271 c BOOK: PAGE: , - CAO FILE: • MF3 Site address: J?7 L Gn L Lot ? S Block ? Subd. w-?d•?I?cs?,»a ? On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air tightness, antl ventilation, was adopted. As a result, the City of Eagan is requiring that the following information be submitted prior to issuance of a Certifcate of Occupancy. i _ This structure: is wnstructed to meet minimum requirements of the Mn Energy Code, Chapter 7670 OR _ This structure: will be constructed to meet more restrictive requirements of Chapters 7677or 7674 APPLIANCE GAS ELEC MANUFACTl1RER MOUEL BTU'S VENTINGTYPE Water Heater 17 htr"v Furnace L2noJZ ? ?,,?.,L SPJy'?S ab ur3o ? rcbb Dryer flot\e' EXHAUST SYSTEM LOCATION TYPE MODEL CFM's VENTED YES No Kitchen kitchen a3S Bathroom 1 Bathroom 2 f\ Bathroom 3 A1 ,L Bathroom 4 Other FIREPLACE S LOCATION GAS WOOD MANUFACTURER MOUEL BTU'S VENTING DIRE T AihtOS KJa.,- !na'es-h'L 6 5 ?cnt? MAKE-UP AIR MODEL TYPE CFM's ) oc I Ak r - --- ? _ • /i7 I hereby acknowledge that the above informatlon is wrrect and agree to comply with the Minnesota Energy Code and City of Eagan requirements. d Signa?t {re ,/? C?CIa ?c? 4 ) r0? CompanyName Date ' This form is the responsibility of the General Contractor. -L CITY USE ONLY • l ? BL ? SUBD. ufI) ?arryi RECEIPT #: RECEIPT DATE: PERMIT # 2000 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PIIAT IINOB 1tD EAGAN, DIId 55122 651-661-4675 Please complete for: ? single family dwellings ? townhomes and condos when pertnits are required for each unit ? backflow preventer for underground sprinkler system FIXTURES EACH # TOTAL Alterations to existing dwelling - minimum fee Describe: $ 30.00 Bath tub $ 3.00 x = $ Floor drain 3.00 x = $ 3 Gas piping outlet * minimum - t 3.00 x = $ Hot tub/spa 3.00 x = $ ? Kitchen sink 3.00 x = $ Laundry tray 3.00 x = $ 3 Lavato 3.00 x = $ Septic System newirefurbished ' requlres MPC lic. 75.00 x = $ Septic System abandonment 30.00 X = $ RPZ new installation/repair/rebuild 30.00 X = $ Rough opening 1.50 x = $ Shower 3.00 x = $ 3 Undergf0und 5pflnklef 'rf dwelling is under construdion 3.00 x $ Underground sprinkler if existing dwelling 30.00 x = $ Water closet 3.00 x = $ Water heater 3.00 x $ Water softener If dwelling under consWCdon 5.00 x = $ Water softener if existing dwemn9 30.00 x = $ Waterturnaround 30.00 x $ State Surcharge .50 -> -> -> $ .50 TOtal -' --' --' --' $ Reminder: Call for inspections of alterations, i.e. water heaters, water softeners, etc. ----------------------------------------------------- •-------------- -------------------------•------------------------------- I hereby acknowledga !yiat I have read th?s applicadon, state that the information is cortect, and agree to comply with all applicable City of Eagan ordinances. It is the applicanYs responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during ds normal operational and maintenance adivities to the facilities constructed under this permit within City propertyhight-of-way/easement. SITE ADDRESS: > 9 >o G?cys% le OWNER NAME: : ?C RDL ?! l.?.4fS e::?a .t/S'l TELEPHONE #: (AREA ODE) INSTALLERNAME: raXSONS TELEPHONE#: S-07 3riV-P9o1 /(AREA CODE) STREETAODRESS: !?? /`ST S/ -SOG1?/ ?,C CITY: / ?J 1?+?/ B ST?AT? ZIP: y 4 !?? p r 5t!' '. " CL'J'J CITY USE ONLY • LOT JS BL I PERMIT #: (3 v H/b 9 SUBD. Mt/R D Il ? ro?AIf'1 RECEIPT #: RECE[PT DATE: 2000 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT IINOS RD EAGAN LMi 55122 Date: 651-681-4675 Complete this section onlv if you are installing HVAC in a single family dwelling, townhome or condo under construction and not ownedoccunied. • HVAC: 0-100 M B T U ADDITIONAL 50 M BTU • Gas outlets (minimum of one required @$3.00 ea.) -;2, 1`Ctdt, State Surcharge Total Complete this section on[v if you aze remodeline, adding to, or re airin an existing single-family dwelling, townhome, or condo. Please indicate if it is a new item, alteration, or repair. -k New _ Alteration ? Furnace ? Air exchanger _ Repair ?S/ _ Other Air conditioning Other ? Fee State Surchazge Total Reminder: Call for inspections S[TEADDRES§: ? / 70 $ 30.00 ir.-09-. G.oo 3?.50 $ 30.00 .50 $ 30.50 OWNERNAME G'E,q OIC gROS CO'?llS'?PHONE#: f? (AREA CODE) INSTALLER NAME: T o?s?SO ?S ???? °? PHONE #: _6V 7 - 3G S? -S?oI (STREETADDRESS: ?DO ?s % SCJd/N ?'4 CODE) C[TY: y' [ O?Ia/? ?f B? SI STATE: ? zIP: _5 G o? 9 Use BLUE or BLACK Ink For Office Use Permit City of Ea a~ I Permit Fee: 3830 Pilot Knob Road I I Eagan MN 55122 Date Received: Phone: (651) 675-5675 Fax: (651) 675-5694 I Staff: I - 2009 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 2 I Site Address: -76 2 c `f S c O d S^~' (2 - 7-Tenant: Suite RESIDENT/ OWNER Name: -,-2 L ~t Sc_( 1 t-t-?, Phone: 6-Y-1- 3 d 3 - ? -7 76 C Address / City / Zip: ~t 7 U J~ 2 z Applicant is: Owner Contractor cL TYPE OF WORK Description of work: 6✓ r~ Lc~-- 6 -F C- Construction Cost: Sv C> Multi-Family Building: (Yes / No CONTRACTOR Name: / License Address: City: State: Zip: Phone: Contact Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar 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 supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the `are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.ciopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance 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; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. i L L S .z c 1=C2 `C C- L 1 4-G t - j l r Applicant's Printed Name 1 D 1 ~C u ~J lican 's SibH4fu re 11 1 S EP 2+ 209 Page 1 of 3 DO NOT WRITE BELOW THIS LINE / SUB TYPES - Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage - Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) Multi Deck Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) 01 of Plex_ Lower Level _ 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 - Occupancy MCES System Plan Review Code Edition 41 A/ 219 d SAC Units (25%_ 100%4 Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Ica 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: -Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In -Air Test -Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Meter Size: Radon Control Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES Base Fee or Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 ...3c/70 Surveyor's Certificate ✓Uj l~~ SURVEY FOR : GEROLD BROS. CONST. DESCRIBED AS : Lot 15, Block 1, MURPHY FARMS 3RD ADDITION, City of Eagan, Dakota County, Minnesota and reserving easements of record. • C 4CA3 4-t, If-fJ RE ERING DE INE ` AGGAN ENG .30.67 t /,0 22. ~o s-cHERRy--_ I 58216 52,E 231,59 30. - qj I °IGb•$.. a Garoge._. P trQe - - - _ _ t?~ "mil Q O "~E- V4tion cri l; h 1 x 1 Fence ` -7 J' 0- - tOf ^ 15.00 p, r e 1 00 v / 0II I 3.00 Rombie d z9,.oAK II Pro 13cs. W/, ,o n / ~0..,_. • v N i`"ASH I 00 f' 27.00 0 I! tr) APP4 I f (O -1, 1 5Qfj/1(q, I .00 k° 6-14''CHERRY I Il N io3 I ~I ' ~ U i ~ /9,1 I ~ . _ •1~..•4~ _ $ 39.00 ~ C~9$.Z II h Q 894,6S85101 ' 20 ..E 236.23 ErycE: LOT SQ. FOOTAGE 1 9, 234 NOU SE SQ. F00TAGE = ?13g4 Lo-r COVE R AG E /2%, PROPOSED ELEVATIONS. BENCHMARK, Top of Foundation = CIO-7, Garage Floor =~fo6.9 --N14 5 Basement Floor = 59 .5 N Of ►r . Cara1~:: zti'r Fr its , =yc .31 Aprox. Sewer Service Proposed Elev. = Gj MIN. SETBACK REQUIREMENTS Existing Elev. Drainage Directions = Front - 30 House Side -10 Denotes Offset Stoke SCALE: t inch a 30 feet Reor - 15 Garage Side -5 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION JOB N0: HEDLUND OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED OOR-271 BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. BOOK: PAGE: PLANNING ENGINEERING SURVEYING 2005 Pin Oak Drive Eagan, MN 55122 DATE - CAD FILE: Phone: (651) 405-6600 R Y 0. LINDGREN, LAN SURVEYOR MF3 Fox (651) 405-6606 MINN OTA LICENSE NUMBER 14376 i Use BLUE or BLACK Ink I For Office Use I I I Permit 0 City of Ea Permit Fee: - 105,D-5 3830 Pilot Knob Road I I Eagan MN 55122 Date Received: J I I Phone: (651) 675-5675 Fax: (651) 675-5694 I Staff: I I 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: --770 f~ / G Unit Name: Phone: Resident/ Owner Address / City / Zip: Applicant is: Owner Contractor Description of work: n~ Type of Work Construction Cost: 161400 Multi-Family Building: (Yes / No Company: rS Z vS yk <d-VI/Ch u )",Contact: J0(1< z4 e5'ZCe ~~~_5- Contractor Address: JnCity: ca 5`c%d ) l - 6 07 C/ State: 1` 9A) Zip: S`5 V/ 0 Phone: `C - License t3,-- I (5 Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) I I COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: ! Licensed Plumber: Phone: i Mechanical Contractor: Phone: I Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information Portions of ffi. the information maybe classified as non-public if you provide specific reasons that would permit the City to i conclude that they are trade secrets. j CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance 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; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x x ~ Applicant's Printed Name Applicant's Signature Page 1 of 3 c 1 z 0 O 0 63 �P SFsSQ D y !n PG> ii1flm 2 � z a a rri co) tc3.5 c,) od o x _ Cotumnf 2006 international Building By: GRANT JONES . SHAW/ STEWART LUMBER Prosect: SCHWALEN RES - Location: DECK COLUMN Summary: 5.5 IN x 5.5 IN x 10 FT / #2 - Southern Pine - Dry Use Section Adequate By: 36.9% Vertical Reactions: Live: Dead: Total: Axial Loads: Live Loads: Dead Loads: Column Seff Weight Total Loads: Eccentricity (X -X Axis): Eccentricity (Y -Y Axis): Axial Duration Factor: Column Data: Length: Maximum Unbraced Length (X -X Axis): Maximum Unbraced Length (Y -Y Axis): Column End Condition: Calculated Properties: Column Section (X -X Axis): Column Section (Y -Y Axis): Area: Section Modulus (X -X Axis): Section Modulus (Y -Y Axis): Slenderness Ratio: Properties For #2- Southern Pine Compressive Stress: Bending Stress (X -X Axis): Bending Stress (Y -Y Axis): Modulus of Elasticity: Adlusted Modulus of Elasticity: Adjusted Properties: Fc`: Adiustment Factors: Cd=1.00 C0 0.80 Column Calculations (Controlling Case Only): Controlling Load Case: Axial Total Load Only (L + D) Compressive Stress: Allowable Compressive Stress: Code (05 NDS)1 Ver. 7.01.14 COMPANY on: 09-08-2009 : 08:28:18 AM Vert-LL-Rxn= Vert-DL-Rxn= Vert-TL-Rxn= PL= PD= CSW= PT= ex= ev= Cd -Axial= L= Lx= Ly= Ke= dx= dv= A= Sx= Sy= Lexldx= Leyldy= 6123 1901 8024 6123 1829 72 8024 0.00 0.00 1.00 10.0 10.0 10.0 1.0 5.50 5.50 30.25 27.73 27.73 21.82 21.8 ft= 525 Fbx= 850 Fbv= 850 E= 1200000 E -Min= 440000 Fc= 421 Fe= LB LB LB LB LB LB LB IN IN FT FT FT IN IN 1N2 IN3 IN3 PSI PSI PSI PSI PSI PSI 265 PSI 421 PSI n1' WWverhaetner TJ•seame 8.35 Serial Number 7005120964 User. 1 9/812009 6:2125 AM Page 1 Engine Verelan: 6.35.0 MAIN BEAM 3 1/2" x 11 718" 2.0E Parallam® PSL, Wolmanized® - SL 2 (16% < MC < 28%) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1.: 1' G" 6 g" B"' LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 10' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 3110 1107 0 - RIM Point(los) Floor(1.00) 3110 1107 11' RIM SUPPORTS: 1 Wood column 2 Wood column Input Bearing Vertical Reactions (lbs) Width Length LivelDead/UpliftiTotai 5.50" 11.20" 6102 / 1850 /0/ 7952 5.50" 11.20" 6102 / 1850 /0/7952 Detail Other L5 None L5 None Overall Dimension: 11' Product Diagram is Conceptual. -See ILevela Specifier's/Builder's Guide for detail(s): 15 -Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear (los) 5142 Moment (Ft -Lbs) -8092 Live Load Defl (in) Total Load Defl (in) Design 4490 -8092 0.108 0.167 Control Result Location 5464 Passed (82%) Right OH under Floor loading 12539 Passed (65%) Right OH under Floor ALTERNATE span loading 0.200 Passed (21/383) Right OH under Floor ALTERNATE span loading 0.200 Passed (21/249) Left OH under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U360,TL:L/240). Additional checks follow. -Left Overhang:(LL:0.200", TL:0.200"). -Right Overhang:(LL:0.200", TL:0.200"). -Bracing(Lu): All compression edges (top and bottom) must be braced at 11' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. PROJECT INFORMATION: SCHWALEN RES Copyright 0 2009 by il.eve144 Federal Nay, WA. Parallem0 is a registered trademark of iLevele. C=\true joist\SCNNALEN RESV7AXN 6FAM.ems OPERATOR INFORMATION: Grant Jones Shaw Stewart Lumber co 645 Johnson St N.E. Minneapolis. MN 55413 Phone : (612) 238 4204 Fax :(612)3781484 gjones@shawstewartiumberco.com by Weyerhaeuser TJ -seam® 8.35 Serial umber. 7005120984 User. 1 9/8f2009824:12AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.35.0 CANTED JOIST 1 1/2" x 9 114" 1.6E Solid Sawn Southern Pine #2 @ 16" o/c CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dfirnension:l6' 12' LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS: • 1 Glulam or solid sawn lumber beam 2 Parailam PSL Beam Product Diagram is Conceptual. Input Bearing Vertical Reactions (lbs) Detail Other Width Length LIv &Dead/Uplif /Total 2.25" Hanger 321 / 85 / 0 / 406 Custom Detail Custom Accessory 3.50" 1.50" 572 / 171 / 0 / 743 By Others None -See iLeve€® Specifier's/Builder's Guide for detail(s): By Others -User specified custom detail for support 1. DESIGN CONTROLS: Maximum -456 393 1112 Shear (lbs) Vertical Reaction (lbs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Deft (in) Design Control -392 1619 393 393 1112 2152 0.102 0.207 0.170 0.583 Result Passed (24%) Passed (100%) Passed (52%) Passed (21./974) Passed (L/824) Location Rt. end Span 1 under Floor loading Bearing 1 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading Right OH under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U480,TL:L/240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu): All compression edges (top and bottom) must be braced at 16' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stabily. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -The Toad conditions considered in this design analysis include altemate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. level. warrants the sizing of its products by this software wiii be accomplished in accordance with ilevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an ilevel® Associate. -Not all products are readily available. Check with your supplier or iLevekt) technical representative for product availability. -THIS ANALYSIS FOR iLevel. PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn limber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION; SCHWALEN RES Copyright ® 2009 by iLevel®, Federal Way, WA. Parallam® is a registered trademark of iLevele. C:\trus joist\SCHWALEN TES\MAIN 8EAM.sms OPERATOR INFORMATION: Grant Jones Shaw Stewart Lumber co 645 Johnson St. N.E. Minneapolis, MN 55413 Phone : (612) 238 4204 Fax : (612) 3781484 gjones@shawstewartlumberco.com by Weyerhaeuser TJ-Beema 6.35 SSI Number: 7005120984 user:1 9/8/20098:10:15 AM Page Engine versron:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CANTED RIM BEAM 3 1/2" x 11 7/8" 2.6E Paraliam® PSL, Wolmanized® - SL 2 (16% < MC < 28%) CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Ilirnensiom17' 11E1 Product Diagram le Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Floor(1.00) 40.0 To 320.0 12.0 To 96.0 0 To 17' Adds To FLOOR SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (lbs) Depth Live/Dead/Uplift/Total 1 Glulam or solid sawn lumber 2.25" Hanger 927 / 270 / -29 / 1197 1 11.88" N/A L3: Face Mount None beam Hanger 2 Wood column 3.50" 5.94" 3110 / 1108 / 0 / 4217 N/A N/A N/A L5 None -See iLevel® Specifier's/Buiider's Guide for details): L3: Face Mount Hanger, L5 -Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. HANGERS: Simpson Strona-Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 L3: Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A Douglas Fir DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) -2204 -1782 5464 Passed (33%) Rt. end Span 1 under Floor loading Moment (Ft -Lbs) -4855 -4855 12539 Passed (39%) Right OH under Floor loading Live Load Defl (in) 0.213 0.310 Passed (21)524) Right OH under Floor ALTERNATE span loading Total Load Deft (in) 0.258 0.465 Passed (21)432) Right OH under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 17' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: SCHWALEN RES OPERATOR INFORMATION: Grant Jones Shaw Stewart Lumber co 645 Johnson St. N.E. Minneapolis, MN 55413 Phone : (612) 238 4204 Fax :(612)3781484 gjones `+shawstewartlumberco.com Copyright ® 2909 by iLevel®, Federal Way, WA. Parallam® is a registered trademark of iLevel®. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie company, Inc. C:\trus joist\SCHWA1.EN RES\CANTED RIM SEAM.sms CableRail Standard Cable Assemblies : Key Features & Benefits - printable version Page 1 of 1 Send this page to the printer Back to the site Standard Cable Assemblies : Key Features & Benefits Special End Fittings Are Easy To Install & Conceal Assemblies begin with the Threaded Terminal fitting already fast to one end of the cable when it comes from the factory. Attach t terminal to an end post using a Flat Washer and a special Snug - Washer -Nut and adjust tension in the line by spinning and torq Snug -Grip® Washer -Nut. Available in two sizes: 4-1/4" for me and 7-1/2" for wood posts. Material: type 316 stainless steel. The other end uses the new all stainless Quick -Connect® SS The fitting attaches to the cable by hand in the field without sp tools. One-way jaws allow the cable to easily slide through in on direction but automatically grab and lock -on when the cable is re Just slip the cable through, pull it tight and cut-off the excess. Colo or Stainless Steel End Caps give a clean finish detail. 1/8" size: 1-1/ long with 3/8" diameter body. 3/16" and 1/4" size: 1-5/8" long with a 17/32" diameter body. Material: all stainless steel. view cart / checkout Check the Standard Cable Assembly Advantages • Available in 1/8", 3/16" and 1/4" cable assemblies for residenti and larger commercial projects. • Invisible appearance will not impair views. • Made from strong & weather -tough type 316 stainless steel cable and stainless fittings. • Can be used on wood or metal railing frames -- new or existin • Saves time and money. Standardized assemblies, Quick - Connect® SS fittings, smaller drill holes and no exact measurin makes ordering and installing a snap. • No special tools. You won't need anything more sophisticated than an electric drill, wrench and some cable cutters. • Drill smaller holes. You never have to struggle drilling a big hole to accomodate a bulky end fitting. There aren't any. • Special, easy-to-use end fittings can be hidden in the end posts. • Versatile: railings, trellises, fences, exteriors, interiors, residential, commercial. • Detail drawings and 3 -part specs available. • Easy to order with assemblies in stock and ready for fast UPS delivery. • Toll free information & assistance phone, 1(800) 888-2418. cable rail, cable railing, cable railing systems it OR METAL FRAMES. http://www.cablerail.com/standard/featuresbenefitsjrint.shtml 4 t t)( Pel 9/29/2009 CableRail 1 Standard Cable Assemblies : Wood Frame Requirements & Details - printable... Page 2 of 3 Wood Railing Frames - The Details Cable assemblies are strung horizontally and may either be terminated at corner posts or run continuously through the corners. Details of these conditions are shown below: Running Cables Continuously Through The Corners Terminating Cables At Corners DOUBLE CORNER POSTS SINGLE CORNER POST - OFFSET DRILL HOLES AT LEAST 112' Stair Post Termination - Threaded Terminal Ends Drill angled holes and use beveled washers. Part #3799 for 1/8" or 3/16" Threaded Terminal. Part #3792 for 1/4" Threaded Terminal. Stair Post Termination - QuickConnect-SS® Fittings Drill angled holes and use beveled washers. Part #3792 for 1/8" QuickConnect-SS® fitting. Part #3798 for 3/16" QuickConnect-SS® fitting. Part #3798 for 1/4' QuickConnect-SS® fitting. Protector Sleeves Insert sleeve #3210 (for 1/8" & 3/16" cable - not 1/4") in all holes where the cable enters at an angle and would have a tendency to cut into the wood (e.g. stair transition posts or the outside faces of double corner posts). DOUBLE CORNER POSTS STAIR POSTS Cover Panels EXPOSED END FITTINGS NAY BE COVERED WITH 1" X B' WOOD PANELS AS A FINISH DETAIL ON THE END POSTS. Counterbore Diagram 1. START BY DRILLING A 5,16" HOLE THROUGH THE POST B. THEN OOVNTERBORE QC DRILLA TO DEPTH OF FITTING. IF DESIRED, QUICK-CONNECTQSS POSTS MAY BE THROUGH DRILLED AT 5,16 INOH AND THEN COUNTER -BORED V/ITH THE RECOMMENDED QUICK-CONNECTASS DRILL TO COUNTERSINK THE FITTING. http://www.cablerail.com/standard/frameregs_wood_print.shtml 9/29/2009 CableRail 1 Standard Cable Assemblies : Parts List : 1/8" Assemblies - printable version Page 1 of 2 Send this page to the printer Back to the site Standard Cable Assemblies : Parts List : 1/8" Assemblies Select Your Cable Assemblies CANE RAI � 1/8" Standard Assemblies are the most popular and cost effective solution to your cable railing needs; perfect for all residential and light commercial projects. Can be used on either wood or metal railing frames. The standard assemblies you need for your basic cable project are listed here. Choose your assembly lengths with the Threaded Terminal size to fit your type of post (metal or wood), a preferred End Cap color, and you're good to go. Then proceed to the accessories and tools page to complete your order. We also offer custom length assemblies so just ask if you don't see what you need. Or you can click on "CUSTOM CABLE AND HARDWARE" at the left to see a wide selection of custom assembly parts and architectural hardware. Each assembly includes the selected length of 1/8" diameter type 316 stainless steel cable with one pre -attached Threaded Terminal fitting, one Quick -Connect® SS fitting, two stainless steel Flat Washers (or two nylon Flat Washers for metal posts), one stainless steel Snug -Grip® washer nut, and two Colored End Caps. 1/8" Assemblies for Metal Posts Our Standard 6200 Series assemblies have a shorter Threaded Terminal (4-1/4" long) for attaching to slender metal posts. COLORED END CAP SNUG-ORI►TN WASHER NUT (STAINLESS STEEL) QUICK -CONNECT$ 55 (STAINLESS STEEL) FLAT WASHER (NYLON) THREADED TERMINAL (STAINLESS STEEL 4-1J4") Standard COLORED END CAPS Optional! STAINLESS STEEL END ORP5 FLAT WASHER (NYLON) j 1!8" CABLE (STAINLESS STEEL) I ORDER SEPARATELY:.. ACCESSORIES #',(0015 All 6200 Series assemblies come with colored end caps; so simply select your assembly lengths and desired cap colors in the form below. Stainless steel end caps are sold separately as an accessory option (see accessories and tools) If ordering accessory stainless end caps, select "- none " from the end caps colors below. Retail Prices (01/01/09) Part # Assembly $/Assembly End Cap Colors Length #6205- 5' $29.75 _ - none Contractor discounts available See accessories and tools to complete your order. 1/8" Assemblies for Wood Posts Our Standard 6300 Series assemblies have a longer Threaded Terminal (7-1/2" long) for attaching to thick wood posts. http://www.cablerail.com/standard/partslist18_print.shtml view cart / checkout 9/29/2009 CableRail 1 Standard Cable Assemblies : Parts List : 1/8" Assemblies - printable version Page 2 of 2 COLORED END CAP SNUG-6RIPT"I WASHER NUT (STAINLESS STEEL) QUIOK-CONNECTc 55 (STAINLESS STEEL/ FLAT WASHER (STAINLESS STEEL/ THREADED TERMINAL (STAINLESS STEEL 7-112") Standard COLORED END CAPS 01001/4.1 Optional! STAINLESS STEEL END OOPS. FLAT WASHER (STAINLESS STEEL) 116" CABLE ! (STAINLESS STEEL) ORDER SEPARATRLY' ACCESSORIES f TOOLS. All 6300 Series assemblies come with colored end caps; so simply select your assembly lengths and desired cap colors in the form below. Stainless steel end caps are sold separately as an accessory option (see accessories and tools). If ordering accessory stainless end caps, select "- none -" from the end caps colors below. Part # Assembly Length Retail Prices (01/01/09) $/Assembly End Cap Colors #6305- 5' $29.75 - none U Contractor discounts available See accessories and tools to complete your order. http://www.cablerail.comistandard/partslist18__print.shtml 9/29/2009