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4944 Whispering Way ~rs ~31o cL (~1_183c) d~- L~t1 `~L -*s0 $a, k9 W(SZjb~WSIDENTIAL BUII,DING PERMIT APPLICATIO City OfEagan (°y,~~ 3830 Pilot Knob Road, Eagan MN 55122 P Q-(o y-~ ~ 9 9 0-rz Telephone # 651-675-5675 FAX # 651-675-5694 , s a 5 c~ NewConslructionReauiremenis ~RemodeVReoairReouiremenls~ ~~L~t7niceUseOnlv 3 registered sRe surveys showing sq. R. of lot sq. ft of house; and all roohd areas 2 wpies of plan ~-~`I- U 4~'~ of Survey Real N rv . (200hmauimumlotcoverageailowed) lsetofEnergyCalculationsforheatedadditions TrcePresPlanRecd,- =N 2 copies of plan showing beam 8 window sizes; poured found design, etc. 1 site survey for addNOns 8 decks Tr86 Pres Required.w;~%. N lsetofEnergyCalculaGons Add'rtion-irrdicatei(on-sifesep6csysfem Or~slteSeptieSystem„~;;,_Y~;,,,,.N. 3 copies ot Tree Presenatbn Plan M Wt platted after 711193 Rim Joist Detail Options selection sheet (bldgs wAh 3 or less units ~ (~,~y 3-7~ f L-, ~rn' oa Date I/~f' l(J~/A/~ ( Construc[ion Cost 30q50 , Site Address ~Y - u,V~/l ( JSP~~I V V' niUSte # ~ Description of Work Multi-Family Bldg _ Y VN Fireplace(s) _ 0 Y 1 _ 2 ProperTy Owner 1 __CA~ Telephone # (q`a Contractor r&M &MIOV / - Address I e City State Zip ~ Telephone # COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Y Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category , ResidenUal Venhlafion Category 1 Worksheet • New Energy Code Worksheet (Jsubmissiontype) Submitted Submined • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? N If so, 25% plan review fee applies. . LicensedPlumber6~QmtO1.C" Telephone#q10~"'ID Mechanical Contractor lii"CK..'YJIU ~GI..V~A'N {l"_VT~ Telephone # 5" Itoo Sewer/Water Contractor Wj ~1 t'UU4C~ Telephone 9; I hereby apply for a Residential Building Pemut and acknowledge that the info ation is c lete anaccurate; that the work will be in conformance with the ordinances and codes of the Ci Y te of MN Statutes; 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 pla s. I (JiuaJ , 6 0~~i . ApplicanYs 'nted Name Ob4Applican St is gnature r OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bidg x 02 SF Dwelling ? OB 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 EM. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Pibg_Yor_N ? 25 Miscellaneous Work Types x 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building' 0 43 Reroof ? 46 Windows/Doors ? 34 ReplaCOment `Demolition (Entire Bldg) • Give PCA handout to applicant Valuation Occupancy /L MCES System Census Code L97 Zoning City Water SAC Units (21 Stories Booster Pump # of Units ~ Sq. Ft. PRV # of Bldgs ~ Lengt (0~ Fire Sprinklered Type of Const v.) _ W idth _ I REQUIRED INSPECTIONS ~ Footings(new bldg) ~ FinaUC.O. _ Foorings(deck) _ FinallNo C.O. Foo[ings (addirion) _ Plumbing ~ Foundation _ HVAC Drain Tile Other ~ Roof _ Ice & Water _ Fina] = Poo1 Ft s Au/Gas Tests Final Framing Siding Stuc Stone Bnck Fireplace ~ R.I. 4AirTest ~Final Windows ~c Insulation _ Retaining Wall T~ Approved By: , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge `//6 - lq/ l~q S&W Permit & Surcharge 2~ Treatment Plant LicenseSearch Copies S~ UVO ;7 i/ :~U3 TOotal e'" "'<2.6Q I . 1 Permit Number REScheck Compliance Certificate Checked By/Date 2000 Minnesota Energy Code REScheckSoftware Version 3.5 Release le Data filename: I:\Energy Calcs\RESCHECK\03-286.rck PROJECT TITLE: #03-286 COUNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Fatruly DATE: 04/15/04 PROJECT DESCRIPTION: BRAD & KRISTY SCHAFER DESIGNER/CONTRACTOR: VENNEHJEM BUILDING CORP. COMPLIANCE: Passes Maximum UA = 597 Your Home UA = 464 223% Better Than Code (UA) Gross Glazing Area or Caviry Cont. ox Door Penmeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1433 44.0 0.0 39 Wall L Wood Frame, 16" o.c. 3789 19.0 2.0 179 Window l: Above-Grade:Above Grade, Wood Frame, Double Pane wuh Low-E 454 0.330 150 Door l: Solid 18 0.230 4 Door 2: Solid 40 0.350 14 Door 3: Solid 80 0330 26 Basement Wa112: Solid Concrete or Masonry 927 11.0 0.0 52 Wall height 8.8' Depth below grade: 82 Insulation depth: 8.8' Floor L All-Wood 7oisdTcuss:Over Unwnditioned Space ] 0 38.0 0.0 0 Furnace I: Forced Hot Air, 90 AFUE Proposed and Maximum U-Fac[or Averages Proposed Maximum Average U-Factor Aliowed U-Factor Above-Grade Windows and Glass Doors 0.330 0370 Includes Foundation Windows > 5.6 ft2 Floors Over Unconditioned Space 0.026 0.033 COMPLIANCE STATEMENT: The proposed building design descri6ed here is consistent with the building plans, specifications, and other caiculahons submitted with the pemtit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requiremenu in RES checkVersion 3.5 Release le (formerly MECchec~ and to comply with the mandatory requirements listed in e RES checkInspection Checklist. / Builder/Designer ~ Date ~ ~ oFFcc~ ~ ~cc.~ ca~r , .TREE PRESERVA;T.ION;:P,LAN;SUMMARY _ CITY OF.EA(3AN'FORESTRY,DIVISION ' . ~ . 851=875=5300 ; (PLEASE READ ATTACHMENTS) Development ~.uHU:RiN(s (jnpS ilLY Lot Number i , Block Number ~ Address Lt. 6Lt l l,o tt ISPERlU(Y U11~"'~ euilder U(5 NNC°EFTt;~ 6LD6. CuiZ~• PHONE NUMBER: NO - 3Un CONTACT:yy~(~(LN Yk ~ TO L Tree Protection Reauirements: i/ Tree Protection Fencing Installed On Site ~ Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Retaining Wall Other: Replacement Trees: Not Required r. ~ ~ As Fallows: r'L, t w0 C~T l~(TOIZY F~ IR l%G 1 'RD g6 iIVSTI9`'L(.IGD (OL~.oulINlq ffiuw~~ Attachments: CU~` 512L)fGTLU`v Yes No EAQAN FpRESTRY DIVISION Additional Notes: REV'EVJE By_ ~ATrE H:\ghove\2004fi1e\treepres\Tree Preservation Plan Summary-2004 ~ . y>yV !ti/nW~V EA6- ~rv ~;~~~s nER ~ ?.1~ d~op.~, Lz-,4- /5 lti~H~sEP riIG 111,06os i I~ ADA nl, L'oairw-r' RAwk i'l d.la; P JC~ !-~i/1.4 giOQ ! ~F~~I~-:4!/E~a~1 L06,. I a9aa vmiSPERiNG wAv ~ CERTIFICATE OF _ SURVEY ~ I For. ~NNEHJEM BLDG. CORP. . PROPOSED HOUSE - 2377S0 FL ~n l DRroEwAV - 832 SQ. F L0T 15 = 12281 SQ. 7. N E~~~ 0~ (1[1ti'S~ FT S/.N. SER~CE INVERt~` ELEV.999.5 / ~50.\ l~~ ~-V 0~. Ip ~ ?e4~ ti'y ~ ~ h L 1 1 T ~ A `~V 4=O yp L-V I I~~ ..A L+ ~ , J 0. m ~ \k m , "2 I', ~{n~/~~ l ,Y / I 1 a + n1 ~/`y!~~ ~e ~ l~ p ~~JOi eI • I9gJSl q0/O ~~IUWLI~ .LJ 1UrL.~E A1~ ~ \ oo c C~~\V a h oy~, 15~, a`'P=cg dv~~/ O~ 1 1GYL_TY_.G mGkl ~~EtuLc / ~1 / ' ~ 'o / 4/~, ve` t, O.^7 ~ h ~O ~ ~ O / / b ~p = W 2`~ `y / ~ ~ • ~ ~ 'i b b~ i 01m AaREi~,NML WeLL ho o~ S n5 REWiREO ) it/603g9y' 5y.64 J4. 9 6.00 N88°41'04..E F- ~a~;g 1007 9 mWio4` ID0 76 _ ~ E%ISTING I L] C I ~ C V'~!t,4,c~i1. x. V1711' ~ ~ scale: 1"=30 Page 2 of z James R. Hill,' Inc. I LOT SURVEY CHECKLIST FOR RESIDENTIAL . BUILDING PERMIT APPLICATION ' PROPERTY LEGAL: ~ 6T I S, ,,~~I~ I i (,J{~' S I~fi ~1Q W(~OQ~ f~x r~~ DATE OF SURVE S/2 f04 LATEST REVISION: m m c m t U Y a 'Vo 0 Z a DOCUMENT STANDARDS '0"0 0 • Registered Land Surveyor signature and company N ? ? • Building Permit Applicant ~ D 0 • Legal description ~H 0 ? . Address '2' ? ? • North arrow and scale ,Z 0 ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ? 0 0 • Directional drainage arrows with slope/gredient % • Proposed/existing sewer and water services 8 invert elevation ~ 0 0 • Street name s~ ? 0 . Driveway (grede & width - in R/W and back of curb, 22' max.) Afi 0 ? . Lot Square Footage o~ • Lot Coverege .tJ~£b'~,7o oF" aui~.D/y41 CWETZf1~;'~" SNw.~iv oeV Su,~U~' ELEVATIONS y Existina ? 0 • Sewer service (or Proposed) ~ ? 0 • Property comers .g' E) 0 • Top of curb at the driveway and property line eMensions ? • Elevations of any existing adjacent homes • Adequate footing depth of structures due to adjacent utility trenches 0 ~ ? • Watenvays (pond, stream, etc.) Prooosed "?1 ? ? • Garage Floor ,or ? ? • Basement Floor ~ ? 0 . Lowest exposed elevation (walkouUwindow) ~ ? 0 • Property corners • Front and rear of home at the foundation PONDING AREA (if aoplicable) ? ~PI 0 • Easement line ? 0 • NWL ? fd' 0 • HWL ? ;d ? • Pond # designation ? ? • Emergency Overflow Elevation ? j2~ ? • Pond/Wetland buffer delineation DIMENSIONS 'z ? ? • Lot lines/Bearings & dimensions • Right-of-way and street width (to back of curb) 11~ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings),t'~F--S,d A~Dewjll-71zwsjovS • Show all easements of record and a i City utilities within those easements 0 ? • Setbacks of proposed structure d si eyard setback of adjacent existing structures ? • Retaining wail requirements, if ny Reviewed: S'%B Name Da e G:/FORMS/BUilding Permit Application Rev. 12-16-03 ~ I ' 4944 WHISPERING WAY - C E RTIFIC ATE 0 F S URVE Y For: VENNEHJEM BLDG. CORP. PROPERTY DESCRIPTION: Lot 15, Block 1, WHISPERING WOODS ELEVENTH 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. . kSigned this m-1:Sth•, ~day o# "^Oy , 2004. James R. Hill, Inc., ~C~~~~i ~ a ~ ~ Date G,~// - - - ~ B ;EA(AAR1FNiGY[~,'7EERW(~DEPM ~ Y J. Gary an, ' n ota L.S. No. 11529 J "-Notes: 1. Building dimensions shown ore for p Denotes set spike horizontol & verticol placement of structure o Oenotes set iron monument onl . See orchifeClurol lans for buildin • Denotes found iron monument y P 9 x927.6 Denotes existing elevotion & foundation dimensions. (930.0) Denotes proposed elevotion 2. No specific soils investigation has been Denotes proposed droinage completed on this lot by Jomes R. Hill, Inc. TC Denotes top of curb The suitability of soils to support the specific 1002.95-TNH-Lots 1&2. eik i house proposed is noi the responsibility of Bencn Mork: Proposed Gorage Floor= 1003.4 James R. Hill, Inc. or the surveyor. Proposed Goroge Top of Block= 1003.8 3. No specific title search for existence or non- Proposed House Top of Block= 1003.8 existence of recorded or un-recorded eosemenis Proposed Lowest Floor= 995.0 has been conducted by the surveyor as a port of this survey. Only easements per the recorded plat are shown. 4. Proposed grades shown were taken from the groding &/or development plon prepored by Bearings are on assumed datum NYHUS ENGINEERING SCBI@- 1'=30' James R. Hill, Inc. ~ N A~ n - NA Ln 0 m p o oy a - ° ~ z PLANNERS / ENGINEERS / SURVEYORS ~ w o W o ~°vZ, o m~ m 2500 W. f.r. Ro. 42, SunE 120, B~stiu~, IAN 55337 N N PHONE: (952)9-6044 FAX: (952)89f?-6244 I " 4944 WFiISPERING WAY CERTIFICATE OF SURVEY For: VENNEHJEM BLDG. CORP. PROPOSED HOUSE = 2317SQ. FT. OR 78.86 % OF LOT AREA \ / / N DRIVEWAY = 832 50. FT. LOT 15 = 12281 SQ. FT~- SAN. SERVICE INVERT/ 01-,~ ELEV.=989.5 7 lp \\3O~ 2S Q Qr(`ry n-r ~sf1~ ~ n L- So i 1N D .I , A N A N I T ~RaSltll) B~IW I C, v i~ v i\ t v i ss~ 729 ~ ~ /o `'~6 /V 620 'Ok`l;h`~' S'f~vyl,~e,&~,~,`°a 782 / ~ ti~•~ ~~/~.G" ~ ~ ~ ~ ~ (9g 71, Q pr ~ ~ ti Jy96, ry~ \ r993S ) t O I ° /.oci~ Q o~ o~ ti~ e Q~~~ a ~ rJ -&a``~ o~- p0) oC,' / p 10, / h ry C4i`~ 4i=4> ~"v- (Zi `Qio~h^ 30 0 ~ m ~ m°j~ ~WAIL o~e J v TpINING c(p ~ ~ ryov pp'` p AS REQUIRE~~ Oz ~ p. p. . ~ I'600~~ 99) - ` -iooi.s ~J~' 56•6 „E~ C ~ l003s _ 29.14 1000. 503~ 3g C~~~ 6.00 L.`~' N88°41'04"E i n-- 11 -7 " F- ~~'o ° L.k-/ i '00>9 1007.6 X L_ t < EXISTiNG FiOUSE i , -r ~ n - NpU ek~STiNS fc I L -'=F- 2 I _ L -r LI_j A C ~ 4 1 ~ 4 Scale: 1"=30 Page 2 of 2 dames R. I Hill, Inc. Cities Di i~ tal Quality Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. SEP 02-2904 10:00 FR STOCK BLD SPLY-ERGRN 6514541511 TO VENNEHJEM BLDR C P.03 .u9/01/06 WED 14:19 FAd y*Zeaetu__ _ VQ1/ - ~ 1~4 haeuxrsusine~s A~Eyrr Septamber 1, 2004 Bill Vance ginck Building Supply Eaga0. MN Re: Schafer Rasidence Minnesota Job # 04-1371 Desr Bill: This letar is boing sen[ m venfy tha sdequacy, of tkte (4) 1 3/4" x l 8" 1.9E Microllam~ LVL in the absve ti{ermced project, The (4) 1 3/4" x I B" 1.9E M«TOllamS ~'V L will be structurally adequate {or the givrn eendirion as shewn on the enclosed T7-HeamT"' caleularion. The calculations can be idenGficd by the followittg date nnd time in the upper left hand corner: 9-1-04 12:56:U PNf This anelysis is 6ased on information Si1l van°° °f Sc°°k Building Supply providcd. Any deviatian {roin this informatian will cecquire re.ovaluation. We have not reviewed the projecx plans to determine if produat application, design loade, nnd must confirm the validiry of the dimeasions are coRect. An auUtofitY famil1ar wtth the Stttuturo loads and dimensions shown. The calculations apply only so the Trus Joist product, (4) 1 3/4" x 18" 1.9E MicrollamaD LVL, in thc above projrct. Pleasa look for the propet Trus loist ttaLemarks when at the project site. P(ease contact us if you h$ve any questions. 5'tnceTely, Jane Burg NoRh Central Regioa NonK Unt10 M&n •~~0 M 11a~ M041• Ulis 100 •[dn.. MLxw~ov s{Ne . P~am 9e3.A90.1 N! • Tell F.e. 000.430.ta27 • cox 9i3 890.1117 SEP 02 2004 I0:00 FR STOCK BLD SPLY-EAGqN 6514541511 TO VENNEHJEM HLDR C P.04 ~ 09/01%04 WED la:tU rne yaguao.,,___ '.ti . 9 1 rz" DROP BEAM A Pes of 1 3I6" x 18" i.9E Microllam~ ~VL •„a:.mcna u.~ ~ y+~+ID+~=°°'"°" THIS PRODUGT MEETS OR EXCEEDS 7HE SET OESiG . Y~o~ 7 E'4M ~Mn• 1.1 o.a CONTROLS FOR THE APPLlCAT10N AND lOADS LIST _ Z ~ S~91f1 P~,i~pramisCarc~Vh~' Analysis far a orop Beem Membe'. TriDumry Laad WiaN: 4' pN~ry Load Group - ReeMa~iel • Livin9 Ar°ae (V~li 40.0 live at 100 16 durefiun, 12•0 0°ad Varticel Loada: pPpllcstlon Gemm•M . ~o Ciue Llw Oead loestlan RePlaces UnMorm(plfl fiaa(1.00) 779.6 221.9 0 To 2' 1" "ac" ~ 739.8 2 Unifortn(plt) FboR1.00) Z1.9 1" To 2' ae leces ' ' Uni(ortn(PM Floor(1.001 739.fi 221.9 4" To 10" ~ plB~9 Uni}ortn(OM) FIOOR1.001 739.8 221.9 4' 10" To 7' 1" Replaaea ~ Unfi~~(Di~ FlO°Rt.~) 739.8 221.9 T 1" 70 9' Replo~a ~inrform(Pli) FIonR7.00) 741.5 199 .9 9' To 11' 10" Repleoss UnilarmlDH1 FIeoK1.oo) 741.5 199.9 11'10"To12' aeplflaae Un'rfarm(pin Floot(1.0a) 741.5 209? 12'TO17' RePleaa , UriiFer+n(PN Floor(1.00) 741.5 199.9 171 To 18' 6' Replace& • UnlfortnlPi~ Floor(100) 744.7 22J.a 1B,BD ToeB'9•,112" PePlams Uniform(Pin Fbor(1 .00) 764.7 ~~•4 B, _ Poim(les) Flour(1.00) 16e6 _ ' Paint(ma) FIOOr(1.OD) 1a86 ~e ~T _ Polntods) Fborl1.001 1466 838 pe~ NaiOng Oebll Other 9UPP RT : InPUt Boaelnq VeRie~l t~oe~one Ph Oepth YYldth langtl~ ,~~atil ' Top Mount None LivelDead ~ NIA NfA 986172~ 10112198 /A Nanger 7 tlm6ersvand LSL 1.50 Mengar NIA NIA N7A l1'. Blackin9 7 Ply 1 1M" a tB" 1.3E ~am timber5trande LSL p SNd wall 1.50" 4.83" ; 37~ 13647 Tap Maunl a^Ber.Lt: 9leeking e~n. IDE for dolail(e): L7: hardrara ic 'equrted te sa6H -Sae TJ SPECIFIER'S I ulremen~ ercme BUIl0EP5 da GUinP~t et euppoN(e) 2. S~pv~mentsl a bearin9 ~a~irem -Bearin9 Ien9M ~4 5uoR Wocd . o anu c re e~d ~res ToP Flange Top FlanOe PP A' ' R Mod•I Slopo gb'~ R pffaR 31ove Species fl~n9ae N!A SuDP°R NIA N7A 1 L3: Top Mount Manger NONE FOUND 0/12 0 NIA ' OPERATQ R I NFaRMATION: Janel Bury ~ owoJEC~ 6chafer JoD Trus Jolsl • Smdc BwMInB SuPPlr a53o West 77th Sueet Eagan, MN Edine, MN 55435 ' ~~pX~37~ Phone:852-BS6tt15 Fyx '.952•896-1117 bur91Cg$t^+%j°iat.cem iea~ ]el~e. ~ M~nrn..w.s emin`~ e[ Trva Jnl~c~lcrell~~ .nd xlw!•rlczmm r`dlanrad tu w eaprriane o ioo~ er 9 e \I.MGIIEL~\6:SIIT.\Z00~ ~li~~ 1J11. P~ 5EP 02 2004 10:00 FR STOCK BLD SPLY-ERGRN 6514541511 TO VENNEHJEM BLDR C P,OS I ! ~~j'' oaoP eEnM n ~•~Y/~ ,q pcs af 1 314" x 18" 1.9E Microllam~ LVL T~.B.~TNIe.~a6eWi~ ~ ,',a"; THIS PRODUCT MEETS OR EXGEEDS THE SE7 DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED t ~E816N COd~41$~. ~ Coetrol Coelrol Locadon a:lmum ~ 9q lyi ~~3~g2 ~Z~6~ p3gyp Paxad (51%) RL end Spsn t under Floer loa ~9 Shear (16a) ; pa~ (BB%) MID Span 1 under Floor loading • ?~pnenl(Ft-Lhd) BB512 68512 77506 o.5a2 0 656 Psasad (VaD61 MlD spen 1 under Floor lnadinB ' e Oefl tM ~ 1 0792 0.983 P3ssBd (ll298) MID Span 1 under Floor loadlnp Lrv ; Totai Load DaH (in) TL:1124D manl and ositioning of .petlsodon Cril@ris: STPNOARD(LL'lJ~, -pradn9(LvS: al tomP~96ion edgea (taP end benorn) muat be btemd at F B" a!a unlees data6ad otherwise. 7rePer ads Iateral hradng if required to aahieva mem6er atabilily. ACOITIONA 'NOT b: ed py TNS Joisl (T-0. TJ warrenLs the eizing of iW PrOducta hy thls sollwa~e will vaWes. TAe speclfic produel applicaGon, input dagn ioAde, _IMPORTANTI i The analyeia pnsentad ia ou~ut irom saRwam de"°IOp a T~ ~~ate. , pe amompliahed in ac~rdanca wIU+ TJ~pmd 6y he a ugtl+~a~ ~°°~n Thls ou ~has not been reviawed bY and stated dYnpnsi°n6 h~ p"our su liar or TJ fschnical rePresentab'e Fer produa availabifNduc~ aro YaedilY gvaUabie ~ ~Not el{ p~ . . Y pP du~ lietad abo~e. -THI6 AWALv$IS FOR T metnodalagY was~usadsm Bw d' inq C PRODuc- de UBC enalysing U1a TJ OaV~ U` ~ prn ~ `YSI -AlloweGa 9lresa Deel9^ -Nem: Seo TJfSPEC1ilER'S I BUILDER'8 GUf0E5 formufHpla DlY ~n^aetlon. T~ a eturaly adeauate (e~ tne iwo rowa af, 1 1!Y' dlame er x ' oemnty orNobeo; P~jo{ ~ 311" x 18" i.9E Micronem WL wiih d•al9m ~nVO1a epadf~ed sho~e wiil ba Stt" ~/1^ daap heles at R" on cankr usad lo ccunlar alnk lag hchn es daleilad Mlew. .pny aevlaHan WIII tiqulie h+iftr enalysle. f 4" 136" i I 1/2' DEEF R 1 DIAME'PER 19" Hpyg 0 12 o.C. , 4" ' I I (4) 1 9/4" X 18' bSICROLIAM LVL ppERqTpR INFORMATION: ,I ~ ~uaRhApTION: Y PROJE - o - Janel Burg 6cha1er Job trua Jout ~ Stack 861ldirp SupplY 4530 Wesl77th Svaet ~I ~ I D Eagan, ~4N Edina. MN 56e35 Job A 1574 phona : 952~96-1115 Fm _ 852-898-11 {T burai(Mkuo)alct.com . eopy.la~c e aoa~ ?v srve .~l~e, • w•r••N•tle1° eu~in4 ee~ = a~vi Mletall~ •b 7l~°`e6CreM~ nylewRd er~d..~• a: \~1~~e111~\loY~at a~\t )l l.eu SEP 02 2004 10:0I FR STOCK BLD SPLY-ERGAN 6514541511 TO VENNEHJEM BLDR C P.05 '.09/01/04 N'ED_14_:20 FAI 952896111'1_______~^VO_°-_~" - ~ Jg' g 117 OROP BFAA1 4 Pcs of 1 314" x 18" 1.9E Microllame) LVL i1AMiITMIeJaa~7o~N .100~ttBYaS ~ Uw+ a"'°°"_'61i"M THIS PRODUCT MEETS OR EXGEEDS THE SET DE51G • vwa e"W+v.nbcl.to.] CON7ROL5 FOR THE APPLIGATION AND LOADS LISTF-D ' DE 1"ONTROL$; Locatlon Maslrtw~n Doljpn CenYel C^n~l end Span 1 undet Floor faaEinp -12781 23960 Peased(51Ya) 0.l. Slroar (M) .1 7792 GM12 77S06 Paaced (89%) MID Span 1 undet Flaor loedin8 • Moment (Fl-L6a) ee512 PeaaeA (U406) MID Span 1 under Floor loadln9 Ll,,, L,ad oBn cin> O.S52 0.656 . arol loed Defl (In) 0.792 0-983 Paeaed (LRBB) MID Span 1 under Floor lea ng T Aeqeelion Gllerie: STANDARO(ll:l/3~,TL:1240). " _graCnp(Lu): All com0~°n (1OP and botwm) mual Ee braoad at 2' 9" olc unlass detailed othaiwisa. Proper attarhment end pesltlonin8 e ' laceral bracirg 12 required te eehieve mem6er stabillty. pmducts hY tlti6 True Jaist (TJ). TJ wertenb 1he eaing of its soRwere will ' ADn1110 NOTES: I~rallon. inpul desi9n loflde. 1Je ~ . ~MPORTANTI Tho aPa~ysle proeenlsE 16 ou~ut Oom aaMnen develaped Dy a TJ Aeeodete. , ys BQOmP116hed In oasrde~ wllh TJ Pmdu~ deeign criteria and ~de seaiGled dealgn veluas. The specific PtoOUCt ePG and awled dimenclona ha~ra basn DrovlAatl Dy ttie sofMera us°r. Thie ef~Nou~pui I+ul °e ~~°1 b•°~Preeenlet~ 1°"~ S for pro TH{5 ydun avallahA ANA~r515lry. 44ot aU preducts are read6y evolleble. C~eck wllh 1bur w~liar or TJ Ie ~ me TJ Dievlhu0on product listed ebo~e. THU qNpCvSIS fOR TRUS JOIST P~O~U~as« Bu ~_n C~e UBC anelyii` y TION VOID• " .puewaele Svesa Oeagn methodology .Note. See TJ SPEGFIER'S I BUILDER'b GUIDES for mulGpla ply connectia^• Oeeta~ tD~ eutied e6ave will Ee sWcNrely edequa~e for lhe Fxo ro~us c! I 12' dlameler ¦ .TAe 4 P16earat ~ on~mMer E uaed lo l munA~r e k lag IboNs aa ~ deralted nolew. in^ doav -MY Cevlalron wilf re9uirv (urther anaysis. Q" ~116 1/2° DEEP X 1 1/2" DIAMETER H0LE a 12 O.C. 4° (4) 1 3/4" X LB" MICR013.A1d LVI- , iPERATOR INFORMATION. onn jF0 INFORMATION: . 18n.1 Burg . Schater Jo6 TNS Joial . S6ck Buildln9 SupDiY 4930 West 77M SVeet Eagen, MN Edine, MN 55435 Jpy y 1374 PAOne : 952-8961115 Fai :952-996-1117 Ourg~gb,sjoist.cam ,~yrl0ne e 10o3 q Tow Oel- ~fcevllW ~`d t1~~rOcr~Mo ~o e.Olaa~rM it~0awe4s oi 1rva lolK. 3:\tP~3M~[0.\flsLMd\IOO~LLU\1]'Il.~d .SEP 02 2004 10:01 FR STOCK HLD SPLY-ERGAN 6514541511 TO VENNEHJEM BLDR C P.07 . J •'~~.~~~w 19' 9 1/2" DROP BEAM (/R!J T,.aw,,,iT„>,.,,sw,,,Nu~. 700=567 4 PCS of 1 314" x 18" 1.9E Mitfollamil) LVL U~ , Bl12W49q9:93qM Pepet THIS PRODUCT MEETS OR EXCEEDS THE SE7 DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 46 Q ~ . 19' 91R' Produes Gisgram is Cunceptual. LOgD9: nnelysls is for a Drop Beam Member. Tributary LoaE WIOtl+: 1' prlmary Loed Group - Resldentlal - Llving Areas (psf): ao.o LNe at 1oo O/o duration, 12.0 Dead Vartical Loeds: 7ype Class Lf.e Dead LocaSlon Application Comment . Uniform(pln FWOf(1.00) 739.8 221.9 0 To Z l' Replaces UnHortn(pif) Floa(t.oo) 739.6 221.9 2' 7' To 2' a• Replaces Uniform(DIf) Flaor(7.00) 739.6 221.9 2' 4" To d' 10' Replflces , Uniform(af) Floor(1.00) 778.8 221.9 4' 10' To 7' 1' Replacas Unlfarm(pif) Floof(1.00) 739.6 221.9 7' 1' To B' Replaces UnKorm(plll) Floor(1.00) 741.5 188,9 9' To 11' 10" Replaeas UniformlGlo Roa((1.25) -18,3 0.0 9' To 11' 10' Replaces Unlfarm(plo Flow(1.00) J.8 0.0 9' To 11' 10" Repiaces Unlferm(plf) Fbor(7.00) 741.5 199.9 11' 10' To 12' Replecas ' UnHoYm(Pif) Raof(115) •19.3 0.0 11' 10' To 12' Replaws . UnHortn(an Floar(1.00) -3.8 0.0 11' 10" To 12' Replacas Unlform(plo Floor(1.00) 741.5 209.4 17TO17' Replaces Unlform(PIQ Floor(1.00) 3.6 0.0 12' To 77' Replaces ' unifortn(plf) Floor(1.00) 741.5 198.8 1T To 18' 8' Replaces Uniform(plf) Rovf(1.25) -18.3 0.0 77' To 18' 6' Raplaces Uniform(plp Floar(1.00) -3.6 0.0 77'To iB' 8' Repleces Unifornl(plr) Flaof('1.00) 744.7 223.4 76' 8' To 18' 10' Repleces UnNortn(ptt) Flmr(1.00) 744.7 223.4 18' 10' To 19' 9 1 /2' Replaces Point(Ibs) Floor(1.00) 1486 662 9' - .POlnt(Ibs) Roof(1.25) -38 o B' - - PointQdv) Floor('I.00) 1 0 9 Point(Ibs) Fimr(1.00) 1466 838 72' ' Pant(Ihs) Raof(1.25) •66 0 12' - Polnt(Ids) Floor(1.00) -7 0 12' Potnylbs) Floor(1-00) 1486 638 17' ' Polnt(Ibs) Roof(1.25) -66 0 77' - Point(Ibs) FIoOr(1.00) -7 0 17' ' PROJECT INFORM4TION: OPERATOR INFORMATON: - Bill Vence StocK Building Supply 815 Yankee Doodle Road Eagan, MN 55121 , Phone:851-454-4985 Fex •651454-1511 bill. vanceQstocksu pply. ram r.epyrignc °]oa] by Teua Solac, a veycrhs•uaer lu.lr.eve hve Jolac. , ht<so11aM a.~A TS~.rscrsM~ ere [e9lecered [xatlemafko e. SEP Bc 2004 10:01 FR STOCK BLD SPLY-ERGAN 6514541511 TO VENNEHJEM BLDR C P.08 ~ ~ 19' 9 1/2' DRDP BEAM ~ 4 Pcs of 1 3/4" x 18" 1.9E Microllam@ LVL ite.amRM)e.+as«rlaiN tl:7003905197 ueer. 7 BI12Ga 9:a431 pM raaez E.eMeverelm:1 .10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIG CONTROLS FOR THE APPLICATION AND LOADS LISTED SUPPORT' Input Bearing VeRical Readions Pry Oepth Nalling Detall Other Widtfi Langeh (IBs) Depth Llve/Dsad/UpliftlTotal 1 Timberstrand LSL 1.50' Flanger 897013212/0/12181 N/A NIA NIA Ha~9ep Mount Nane Beam 2 Stud wBll 1.50' 4-62" 10098 I 364710 ! NIA N/A N/A L1: Blotking lberSVandm LSL E 1374& Tlm ' See TJ 5PECIFIER'3 / BUILDERS GUIOE for dekail(s): 1_3: Top Mount Hanger,Li: 8locking uirements. •Bearing length requiremmt esceds input et support(s) 2. SupplemenffiI harCware is cequired to satlsfy hearing ~q IiAN ERS' No Manufddurer S6leeted SupyaR Model Slopa Skev Revarse Top Flanye Top Flanqe Supc` S W~d Flanges Offset Slope Pa y 1.3; 7op Mount Hanger NONE FOUND 0112 o NIA NIA N/a N/A DESIGN CONTROLS: Mazlmum Dealgn Corrtroi Control Lomtion Shear (Ibs) -13746 -12127 23940 Passed (St%) Rt end Span 1 Under Floof loading Moment (Ft{ys) 68354 88356 77506 Passad (BB%) MID Spsn 1 undar Floor laading Live Load Defl (i^) 0.580 0.558 Passed (V407) MIP Span 1 under Floof loading Tersl Load Oefl (in) 0.790 0.983 Passed (1-1289) MIO Span 1 under Roor loading -p9flection Criteria: STANDARD(LL:l1360.TL'U240). -Brsdn9(LU)' All cnmprassion adgcv (mD and bottom) must be breced at 2' 8' Wc unless defaileA otherwise. Proper attachment and positioning at lateral btacing Ls required to achfeVe member 3tfl611P1y. AnomoNnL NoTES: -IMPORTANTI The enalyais prasentmi Is output from sottware Ceveioped by Trus Jdst (TJ). TJ werranls tlie sizing oi iLS produeLs by Mis sofMaR wlll be aemmpllshed in acmrdanrE with TJ product design vi[er"ra and code accepted design values. The specifie Droduct appllcation, input design loads, and stated dimensians have baen pravlded by the sofhvare user. Thls output has rwt heen reviewed by a TJ Assotiate. -Noc ell products ata readlly availa6{e. Chetk wlth your supplier w TJ technic'al fepresenlative for producl availabiliH. -THIS M7ALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION vOIDS THIS ANALYSIS, -Ailowable Strass Deslgn methodology was used for BuilCing Coda UBC analycing the TJ Dis7ibution product listed above. -Note: See YJ SPECIFIER'S / BuILDER'3 GUIDES tor mulUple piy cannection. PRa1EGT INFORMATION: OPERATOR INFORMATION: Bill Vanca Stock BuilOing SupDly 915 Yankee Doodle Roed Eagan, MN 55121 Phone : 651-054-4805 Fa: : 851454-1511 bill.vence@s tocKeu pply. cam Copyrlqhe °]oo] by Ssaa JoLC, n unysc6eeueeY PuaSnau nicxollun• end TlmGeeacr.ntl' Rr. a9iecere4l cv¢drnntke et Tvi+e Jo10t. SEP 02 2604 10:01 FR STOCK HLD SPLY-ERGRN 6514541511 TO VENNEHJEM BLDR CJP.09 r ~ ~J~~j~ry~ 19' 9 712' DROP BEAM - r Tl-Bmn1(fM) 6,tO54ialNLrtb 5" 4 Pcs of 1 3/4" x 18" 1.9E MicrollamO LVL Uw B/1/M049•49:33AM Papg E,omVor~jw:,.,o.a THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONYROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Gioup " 19' Max. Vestical Reaction 2ota1 (lba) 11181 137n6 ffex. vercical Reaction Zive (lba) e970 30099 Raquircd Bearing Leagth in 2.32(H) 4.62(W) nax. unDraced Leagth (in) 72 Loading oa all epana, LDF • 0.90 , 1.0 Dend Design Shear (lba) 4794 -3236 Maz Shear (lhe) 3179 -3647 Membes ReaGt].on (1b9) 3179 3647 SugpoYt Reactioa (lba) 3212 3647 MomUIL (Ft-L6B) 18230 :Loading on all ayane, LDF = 1.00 , 1.0 Dead + 1.0 Bloor Oeaiga Shear (1Da) 10462 -12127 ' Maz 9hear (lbe) 17057 -13796 Membes Reaction (lbe) 12057 13746 Btlpport ReaCtloII (1bB) 13181 13746 MomeAt (8t-I.b9) 68354 Li,e GeF2eCtion (in) 0.580 7ota1 Deflecticn (in) 0.790 Loadlag on all apaae, LDF = 1.25 , 1.0 Dead + 1.0 Sloo= + 1.0 Roof Dealgn SheaS (lbe) 10477 -11966 Mex SLaBS (lbe) 11971 -13579 Membez Reac[ion (lbe) 11971 13579 ' BUppaiC Re9[Cloil (lb9) 12096 13579 MomeaC (PL-Lb6) 67558 L!'ve Defleeelon (in) 0.571 Total Deflection (in) 0.701 pROJECT INFORMATON: OPERATOR INFORMATION: Bill Vance Stock Building Supply 915 Yankee Ooadle Road Eegan, MN 55121 Phone : 851 -45449H5 Fax :651-454-1511 bll I. vance(Mstncksupply. mm CoqdaAe 0 ]oo) by icve soise. s wey~rhaeuaar eveineee •lcrellAn* " ilwCoriczned* az. mgLodred czsAsavke of Trua ]o1ac. , ,SEP 02 2004 10:02 FR STOCK BLD SPLY-ERGRN 6514541511 TO VENNEHJEM BLDR C P.10 Member Calculations Report Stock Baiidiag Sapply 915 Yankne Doodlo Rd P. Boi 11099 EeQan, MN 55121-0099 . 651 454 6985 651 4546428 LavdlVame: Cap 2 Stacu: Pln[led AppGulion: Floor _ Non.RqldentlaY. :Vo Dalgn Daro: 6R&1004 7;45:16 qM Report Da[c 9/12000 9J6:10 AM Obiect: Droo Beam # 57 . Geaeral^ 1 3/4" x l4" 1.7E TimberStrend LSL Plia: 3 Lensth: 11' 3^ Defloction Ctitexie: Staadsrd, Live Loed Ll360, Total Loed U240 , Mcnber WciBbt PQ PtY (PIf): 7.6 Design Vulue Cantrol Value Result Momen[ (Ft-16s) 34427 36635 Passcd Shear (Ibs.) -8189 19600 Passad Livt Load Defleet7on .27" .36" Pessed Tota] Loed DefleeGon 39" .54" Pessed , Reactian (Iba.) 9630 12705 Passed • BearlO¢s: Bcaring Location Input Length Rcquired Length 1 Wsll#{2 0 51/2" 51/2" 2 Column Hy Orhecs 71198 11' 3" 2 3/4" 2 3/4" Reactlons• ' wssumed Membet Weight (Plf): 14 L«aban Dead Load Li-c Load Total Load Uplift 1(lbs.) 4" 2612 4975 7588 0 , 2(lbs.) 11' 1 3/4" 3086 6493 9577 0 Loada- Load Loca[ion Li~c Dead iype Distributed (plf) 0 to ] 1' 3" 0[0 0 91 to 31 Raof Dismbuted (plf) 3" to 3' 6" 135 to 290 116.4 to 166.9 Raof Distributed (plf) 3' 6" to 0 270 to 220 166.9 to 144.1 Raof Conccntratcd (Iba.) 6' 10" 9929 2986 Floor Concentrated (]bs,) 6' 10" -BS 0 Roof Concenha[ed(16s.) 6'10" -IG 0 Floot Notes• Daign Methodology ASD IMPORTANT! The enelysis presented above is oucput from sotPvare deve]oped by Trus )oisc (T,h. Allowable product v¢lues shovm are in accaidance with eurrcnt TJ materials and cndc acecptcd dcsign valucs. Thc epcciFic praduct applicsnon, input design loads attd stated dimensions have been pravided by others, have not been checked for conformnce with the design drowings of the building, aad have not been reviewed by TJ Engincering. See Tnu Jois[ Finma's Pocket Guide for Product Trademark Informatim T!-Xpcrt6.35 (M699) C I'a.gc 1 Schnfcr REvISED6Za04.JOB SEP 02 2004 10:02 FR STOCK HLD SPLY-ERGRN 6514541511 TO VENNEHJEM BLDR C P.12 ,4n, T55 i TJ$Onrn(iM)6.106erIalNwd°~•. m3 Pcs of 1 3/4" x 14" 1.9E Microllam8 LVL ~ , 912.2(X1.19:01:.e.., Peo, l Ensmveyen: t.ta.] THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED o; ,o ~ ,w r• PrOdIiCI ViA9ram IS COI1ClpL19L LOADS: Marysk Is for a Drop eeam Member. Trlbutary Load W idth: i' Phmary Load Gioup - Reaidendel - Living Areas (psf): 40.0 Live et 100 duralion, 12.0 Oead Vertiml Loada: rype Claae Lhre Dasd Loeatton appuration ComrtwM unirorm(po Floor(I.aa) 0.0 81.0 o ra 10'7' ndds To wan wei9rn Unl(orm(plt) Snow(1.15) 768.2 129.2 0 To 10' 7' Adds To hIDlacks Poin(lbs) Floor(1.00) eses 3212 4'8" - Pointloed SUP.PORTS: Input Bearing VeRinl Raedlons (16s) Oatail Other WiCth Lenpth UvelDeadNpllMlTotal 1 $lud well 5.50' S.50' 8478 / 3146 / 0/ 9564 Lt: 8lodtify 1 Ply 7 3l4' x 14' 1.8E MivollartO LVL ' 2 SWd wall 5.50' 6.50' 4963 / 2633! O 17818 L1; Blxking 7 Ply 1 3!4' x 14' 1.9E MiaollamQSl LVL -See TJ SPECIFlER'3 / BUILDERS GUIDE for defall(s): L7: Blocking DE9161411 CONTROLS: MazlmuT Dealgn Control ConVol Loration Sheer Q6s) 9407 8709 13905 Passed (SB k) LL end Span 1 under Flaor loading Mamant (Ft{be) 35109 32854 36387 Peased (90%) MID Span 7 under Flow loading LNe Load Defl (in) 0.192 0.337 Paasad (U621) MID Span 1 under Snow Ioading Total Load Defl (in) 0.279 0.496 Passed (U427) MID Span 1 under Srww loading -0eHedion Giteria: STANDARD(LL1/380,TL:U260). -Bracing(Lu): All mmDreealon edges (top and hounm) must ba braceG at 2' 8' a/c unless debiled atherwlse. Proper atGcJ+ment and pnsitbning of lateral bracing is required m aChieve membef sfa6ilily. ADDITIONGL NOTES: -IMPORTANTI 7he analysis presenled is output irom soflware developed by Trus Joist (TJ). TJ wercants the saing of ib products by thW coflware will be act.vrt+piish9d in acrnrCance with tJ pfoCUR Ceslgll clltelia anA cade accepled design velues. The specific produd applicaGon, Input design laads, , and slated dimervions have 6een providad by the soHware user. TAis output has nal been reviewed Dy a TJ Assodata. -Nol BII producfs are reedily evallahle. Check wi[h yaur aupplier or TJ teehnlral representahve for protlud avellaGlllty. -THIS ANALYSIS FOR TRU3 JOIST PRODUCTS ONLYI PRODUCT SUBSTITI1710N VOIDS THIS ANALYSIS. -NIwa61e Stress Design meClodology was used for Buiiding Code U6C analyzing Ihe TJ Oistfibution pradud listed above. •Note: See TJ SPECIFIER'S ! BUILOER'S GUIDES fw multlple ply conneclion. PROJECT INfORMATION: OPER4TOR INFORMATION: gchafer Mwley Fran¢ick Sloek BuilOing Supply PO Box 21099 975 Yenkee Doodle Road ' Eagan, MN 55721-0099 Phone : 6514540885 Faz :851454-1517 morley. trantzicK(8sweksu pply.com ~DVtlqhc °]uYl Dy Siu. Jolst, a veyeiheeuear Buetlleps niecollsns tv a regisseeee cse0sm~rk uf 'h~~ aesee. TOTAL PRGE.12 ,SEP 02 2004 10:02 FR STOCK BLD SPLY-ERGAN 6514541511 TO VENNEHJEM BLDR C P.11 HEALIYD(ITY GLN and HGLN hangers are desipned for use with structunl composlh lum6er headers, and may take heavy loaos. The tap Banpe %,:w dpP" n nalls are sized and specitinlly locatad to prevent degradation of tha ~ header due ro spIIRInO of laminetians. . fer Aeavy laad5 with a face•mouM applicatlOn, see the HGUS SeAes. ~ ' IMII'IEHIAL: Ta0 flenpe-3 pauqe; SIIrruD9-7 9suge FINfEH: Slmpsun pray palnt HGLTV ILL'LOWABLE LOAD9: • Far Aanger heights exceedlnp the joist neipht, ~(GLN slmllar) the allowa6ie load is 0.50 ot the tabie load ~INETAlLATION: • Use all speclfied hstenen. Venfy [Hat ihe headnr " can 4ke the requlred festeners epecifled In tha taEle. i • This series may be usea tar weldon appliwGans. Mlnlmum requlred weld is a*e^ z 214" Flllet welG at each end of the tap r Aanpe far GlN and e w" t 2+k" fillet weld at each end of the tap L ~ flanpe for NGIN. Welu-an appllcatlons praduce maximum laads Ilstad. Uplift laads da not apply to Nis applieatian. • WeC stittenars are required with I-jolsts uslnp Nls hangar style. Flotten edpe of header ~ - GlN may he Inciallea an a naller ano IeOpef; hGITV may to match top Ilange he Insulled on a ledgrr only. Nallers and ladpers must be a radlus. minlmum o} 4s lumbef to puerantee NB Iaatl values piven in the ; fa61es. Thinner IumEer or laminated veneer IumEer used as a nallar musr oe evaluate0 by the 6uilGinq desipner. OPTiON8; • No[-0Ipped gaNan¢ed: spectry FiDG. ~ • Sae Hanper OptiOns, pape 158. CODES: 5ee page 10 tor Code lis6np Key Chart. i, i i MoEal ~ Faslensra p~,~ allareDle LaeGs . Ne. Tap Face Joist Up11R UpBll OFISP , ' p~e OFlSP (773) (160) LYL' PSL ISL~ OFISP SPF GLNsrtle3 6-i6d 6-16d 1 9-184 ZqqgO 7370 7840 7500 7ao0 5%SO 7000 14290 7 90 . NGlNSedes 6-16d 12•19d 8-1 6d 28167 i370 1Bao 1 0.5oa 78pp gpp0 8BB5 8690 ' 1.Upllh loade luve Deen incnesed 33Y. an0 60% for 3.11 naader Is muItlDla plles ni 7VO, Ne PSl illOwable loed ia 60001bs. l wind w eaMpuaNe toaain0 wiN no 1uMer incresu 4,F1GLN at mmlmum mlow+b4 IoaO moy lyW qfwter flron 4N deNec6on. Typieal GLN ° ~ allmwW. ONiGe by 1.33 and 1.80 Mr narmal SAppllee to LVL hee01n m6Ce OnmiAh tmm Douq4a Fr or Sauthem IIIeI8118110n Imdinp nuN as in canrylever canawctlon. Plne. kr LVL meda vmMrity fmm SOn+ce Rne Flr ar slmAer lesa F 1 ~ 2UpNtt loatli mty apDlY wh•n ' H' Is 28' or leae. aenzi vemrs, ua thm valws found m ihe 3PF coWmn, ' • r P . I_ i I Ihla pnluuls piehrreels fo slmlfrr eennedae Oecawe a1 iJ esr/if InAalhrlart, , ~ F Y) F/pAmNeap, el lorer lin7alle0 eul, ar e wmdlnaNen af IDire /aommr. r EGO henger is a hiph capaciry tap nanqe cannearor aeslqned Ier uae ~ ~riffi StrucNral Campaaite Lumber beams. II utilizes SimOSOn Strang•Dnve -r _ screws to make installriion fast ana easy with no dnNlnp requlrad. ~ AvnllaCle in standard SCL witlths and made ta specified heiphts. SDS ccrews are induded. I y IIWTERIAL: Tap tlanga-3 qaupe; SGrrups-7 paupe n„• FINISH: Simoson pay paint I n ~ ~ INSTALLATION: - Use all specified (astenars. See Gene21 Notes. ~ • InsiWl with Simpson cade recoqnlZed SDSI/4x3 woad screws, y which are pravidea with the EGO. (Lao screws will naf achleve ~ the same loa0.) ~ • All multlple memhers must oe tasiened topether to act as a slnqle uniL .7 Fletten adga ol ,y • Multlple member headers may require addltlanal fasteners at heaaer to maleA top hanper locatians. Quantiry enC lac2tlon ro De determined hy EGO • fianpe ndius. $ deeigner. See SCS seetion for adAhional iirtormation, and ~ SDS scraws aDOlira6ons. ~ COOEb: See paga 10 lor Coda List'rng Key Chart. Mo0e1 jelsf ar Dlmeiubns Fulenee powit aliawa6le Loadt Cads No. $~slo AvpUll (DFISP) pa1. W Mln H Needer Joln Ln PSL EG03.62 31h 77/ 28SOSGr3 12-SOSVU3 58596 19800 1BBB0 ~f EG05.5 Sh I Sth 11/ 23-S0S%,x3 12•SOSY"3 59595 0 1068 160 X EG0725 7 7+A n'/. 2B1 12-SDSYuc3 S959511 79800 18880 +.loWs an eatad on 750 pal wood baaAnp br SCL 2.'Mln H' u the minlmum H tllmenslen tnat maV Ee sOShcteE. TyDICeI EGQ . Inctallatlon 4 • . . ~ . ; ~ _ . ' . . DECK Information Sheet-- 6 ' Deck Jolst and Beam gizes . . Thli tab[a h basad on b)o uw ol Ponderoaa Plne No. x w ' • . . , beqar (bealad la weathel ond'w p(ounE eipwure) ' Joisr . , . ' SIZE . . pOST SPACING • ' . s ' 4' S` G 7' • 8' . 9' 10' 91' 12' k2 14 ' ~eza~x 2xe l.2)m p: -2te a-.tas 1•tm s•1xe s' L~016'OC . t-LS 2 ,2x9 t~ 9~e 2-~A 2•2iE~ 8•ZcA 2•2x10 2•Zrio 9~]ai0 ~ b994"OC~ 1•?1cA I•?~9 1•2tA i•7a8 2•zB. ~.2 3:2xB ~•1-Y~9 ~•2x1D ~ 8' bc916"OC t•xM8 2-2x6 2.ya a.~ 7x10 R•Zt10 9•Z10 ~•1x1Z I 7xB14"Oc t•2rA 1-1x8 z-2,ce 2-2x8 ~•y~ 9. 9'la! 1~2xe ~-~,e 4 •2e1a a s B16°OC I.Ztg I.y~p 2,2KA 2•2NB J-ZNA 6 9•2K10 8-2NIO ~-2a10 3•2.~I2 9•Zxl2 2aloi~'vC 1•2x10 1.2K10 I•2,c10 4. ?,10 1. 2~ a•?aB 4 •2a8 ~•2r10 ~-2xlo ~-2xto T 10~ 2a91A"W 1•2~9 7~10 1~4x70 9•2~tto 9•Zltlo 2-1x1 ~-2.~12 9 • L12 ~10t/"pC 1-'~10 1•2A24 1p 0 2.yi10 1• ~0 2•7n10 3•2~ ~ 0 2.212 0-1xIZ 9•• Lc12 y1, 2d19^oc 1.2„9 2„a 2•2ae 2•2xe a 2ct2 9 •ue 3 •2xe 4:pxe a~ ~1029"OC ]-2x10 1•2a10 I•7~10 2~2x10 2•2rt10 2. 2410 ,•~io N 12, :.e~roc zxIa s - ~io 2n12 ~io 4 0 . 2112 12.6 1•2,B 2•2A E a•2?9 ~ 9-- 9•2ici2 ~-y~1Z G ~ioie••oc. ~-ul0 i•sxio 1•2K10 2-zK~o 2 •Dcio e-Uio 3~~io a•2eiz s-~iz a.uia ~•ait T 13' a~crisr•o~c 1.2gW2 _z?~o T•zx~o 2•z,io a. H 2•2~t2 I•Rxl2 2. ~l0-~i10 1•2510 4•Za10 Za12 2•~12 2-Dt12 9•?~12 9•Ya12 3- 2a12 1•Zrl2 14' ~,o,e°oc •~~o szx 1o 32xj o aa,io 3. Z•ZtIZ 2•2aIZ p_ 7A10 /-Zx10 151 ~~otY'o~ 1-Z•~xlo t~lto ~11 5-y~12 0•2M12 Z~12 4 •2y12 4ytt ~1216"OC 1-2•TY12 2•2r11 2- 3 En9eam ~12 2•12 9•2X12 2~ct? d ~10 2-?a10 -92att7t6"Op 1•p2i12 ~•2r12 2•212 2.ZA1o 4 •~t10 ~ I-2a10 -i 2YIZ 0-2a12 3•L12 3. Enp.Be~ o , 7~IZ 4. 2?I2 (lequired D . . r . . ~ D m . • . . m . r , . . , . y 11 I . ~ , ' " , . , : , . ~Mn~?~ W~.}/ • Site address: ~.q44 ~h1-~ ~-Lot 1_6 Block ~ Subd. imJh.I~ 21~-Ll1XO~J Il'L~ ADDI+tDl On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air tightness, and ven{ilation, was adopted. As a result, the City of Eagan is requiring that the following information be submitted prior to issuance of a Certificate of Occupancy. ~ This sUucNre: is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670 OR _ This structure: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674 APPLUINCE GAS ELEC MANUFACTURER MODEL BTU'S VENTING TYPE Water Heater A LLO K~ Fumace Dryer VENTED EXHAUST SYSTEM LOCATION TYPE MODEL CFM's YES No Kitchen kitchen Bathroom 1 v N' n il C n i~ Bathroom 2 Bathroom 3 Bafhroom 4 OFher UAJO VENTING FIREPLACE S LOCATION GAS WOOD MANUFACTURER MODEL BTU'S DIRECi ATMOS m MAKE-UP AIR MODEL TYPE CFM's I hereby acknowledge ihat the above infortnation is correct and agree to comply with the Minnesot2 Energy Code and City of Eagan requirements. YNAA) , h&Av goo, Sign re (i~ 5 Dat CompanyName D~y~ ' This form is ihe responsibility of the General Contractor. Address: 4944 Whispering Way Zip: 55123 Lot: 15 Block: 1 Subdivision: Whispering Woods l lth TFIE FOLLOR'1\G ITEA7S N'ERFIWGRE NOT COJIPI,ETG AT FINAL t\SPECI'ION O\ Yes No Comments Final rade - 6" from sidin X Permanent ste s- ara e Permanent ste s- main ent Permanent drivewa Permanent as Retainin Wall or 3:1 Max Slo e Sod/Seeded lawn Trail/curb dama e Porch ~C Lower level finish Deck ~tirlAL N ,n t~ ~ RI~iL Fire lace • Verify with your builder that roof test caps from the plumbing system have bcen removed. • Turn off waler supply to the outside lawn fauce[s before frcezc potential exists. • Call tlie Ciq''s Engineenng Deoanment at 651-675-5646 prior to working in right-of-wap or installing irrigation system. ~ J BUILDING INSPECTOR: ~ I CONTRACTOR: Vennehjem Building Corporation 2500 W Ctv Rd 42 #9 Burnsville, MN 55337 PERMIT City of Eagan Permit Type:Building Permit Number:EA161480 Date Issued:05/28/2020 Permit Category:ePermit Site Address: 4944 Whispering Way Lot:015 Block: 001 Addition: Whispering Woods 11th PID:10-83960-01-150 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Bradley K Schafer 4944 Whispering Way Eagan MN 55122 The Roof Guys 7630 145th Street, Suite 110 Apple Valley MN 55124 (952) 997-4777 Applicant/Permitee: Signature Issued By: Signature