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1661 Marina Lane Address: 1661 Marina Lane Zip: 55123 Lot: 3 Block: 2 Subdivision: Centennial Ridge THE FOLLOWING iTEMS WERE/WERE NOT COMPLETE AT FllYAL 1NSPECTION ON pK Yes No Comments Final ade - 6" from siding Permanent ste s- ara e Permanent steps - main entry Permanent driveway Permanent gas Sod/Seeded lawn TraiUcurb damage 3:1 Maac. Slope/Retaining Wall Porch Lower level finish Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. •'Ilirn off water supply to the outside lawn faucets before freeze potential exists. • Call the City'a Engineering Depa rtment at 651-575-5645 pr:or ;o cva.'r.ing in .ight-a: way or installing irrigation system. -11 SUILDING INSPECTOR: U=:::? CONTRACTOR: Manley Brothers Construction 2113 Clifi Drive Eagan MN 55122 Ltstgrrn F{tw & R/C ? a ? • • S?te address: ? /Yt, /?j`?r r.'1?t __ ?. ?_ :oi = ? Bloc? _r?. ? ._ . __. _. ? ? 65I4601206 p.i t( yv r ? t ?41 ??- SUbd.??c e- Jn Aprit 15: 2000 #he Minne5ota Energy ^ode. Caisgory f Buiidir.g RPqusrements for Ensulation protection, v tighlrBSS, ano ventilaiion, w9s adopted. As a resuit, the Gity of Eagan is requiring lhaf 'ihe tollawing infermation be submitted prior to issuar-tce af aCeriificate of OCM;parCy. A This sautwre: jg corstrucletl te meef minunam requiromenls al the 4Ar EnergY Ccde. ChzPle! 76 i 9 OR _.,., This Sfruclure: wil; _ consirLjC+sC 4o meai maie rsslirtive requiremznts of Chapters 7672 cr 7674 7 ' I T f APpIUWC£ GAS ELEC MpNI?fAC7GRER i N!G EL YPE $7U'S j- _VENTiNGT - i Wfit9( NBE1ef ? "---- __.._--•-----? _.' - Fumace - - ?na X O G/1 f ji, { ;, Uo??' //C ; ,, fr , J D7er i ..._ . _? ' -.vr?rrEa ? ?+o r EXHALST SYS7E Kilc#?er. LOCA7tON 7YVE kitthen . AspDEI. _ CFM s ES Balrroom t ? J? ru , 9athro Eethro : L ? ro fJUler : I r? + _ sa ?- VEkTlNG ? FIREPlACE S t?CAT '?? kAHUFIICTUf?R MODEL 67U'3 oit?E..^z aTMOS ?? . : qerebp as;knowledge m2t ihe aDave intormation is correct and r+gtee tq comp{y wWl the Minnesote Ensr9Y Cade and Gity ci Er+ad" Bquirentenf5. / 1 t?inrn?. g? ..._.____.? Signedre C.cnpany Neme • This Earm is hhe 'e6ponsibi6ty v{ the Genera! ConUacler 2005 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Cedt"i t4 /.Xa jc5 . ? New Construction Reauirements Remodellfteoair Reauirements Office Use Qnly 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all rooted areas 2 copies o( plan CeA of Survey Racd T Y_ N (20qo maximum lol couerage allowed) 1 set of Energy Calculations for heated additions Tree Pres Plan Recd _ Y_ N; 2 copies of plan showing beam & window sizes; poured found desgn, etc. 1 site survey for additions & decks Tree Pres;Required _, Y_ N 1 set of Enertgy Calculations Addition - indicate i(on-sife sepfic system OnsRe Septic System _Y _N 3 copies of Tree Preservation Plan ii lot platled aRer 717193 Rim Joist Detail Options selection sheet (buildings wfth 3 or less uniGS) Date 41- / 27 / 06- Construcrion Cost SiteAddress 144l2_/AIfF L,qnlE Unit/Ste # ?146Mnl SSIzZ Description of Work L-owe?' ?,eV?( ?)tj1Sd'1 Multi-Family Bldg _ Y?N Fireplace(s) _ 0_ 1 _ 2 Property Owner L4U/2! ? U-4'1/4&)AJ (dlS Telephone # ( &Gj ) ) Z Contractor ?EI-F Address City State Zip Telephone # ( ) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category 0 Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 submission type) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y fee applies. Licensed Plumber !:!. Telephone #( Mechanical Contractor \_1_1 Telephone # ( Sewer/Water Contractor n?`2_ Telephone #? ??V .,a % N If so, 25% plan review I hereby apply for a Residential? uilding Pe d acknowledge that the information is complete and accurate; that the work will be in conform ce?wi the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not ave' nit, 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. L-)1Cl ,e/ E ,4 HGl iL?l4 n/nl js? Xzt,?_ _ Applicant's Printed Name `- pplicant's Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 03 01 of_ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex PIbgiY or _ N ? 25 Miscellaneous Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 3? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 ? 34 Replacement •Demolition (Entire Bldg) - Give PCA handout to applicant Valuation ? Occupancy 8-3 MCES System _ Census Code Al,3 ? Zoning P City Water _ SAC Units "-' Stories Booster Pump _ # of Units - Sq. Ft. '-' PRV _ # of Bldgs -" Length Fire Sprinklered _ Type of Const Width '- _ Footings (new bldg) _ Footings (deck) _ Footings (addition), _ Foundation Drain Tile ? Roof _ Ice & Water _ Final Framing ? Fireplace 4 R?I. Air Test A Final Insulation Approved By: -7, Base Fee V REQUIRED INSPECTIONS FinaUC.O. Final/No C.O. Plumbing ? HVAC Other _ Pool Ftgs Air/Gas Tests Final _ 5iding _ Stucco _ Stone _ Brick _ Windows _ Retaining Wall Building inspector Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total -20 ezI l.ad ? 30 Accessory Bidg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi Misc. Siding Fire Repair W indows/Daors ? Y7a 5 2005 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. ?50.sa Date / ! 2- 7 I 6.5- Site Street Address 16?&1 ??l34?iNt3- L??`? Unit# Property Owner ?AURjFAwp mrj&j (o-n MU /3h 1 Telephone #(4,?57) &75 0579 Contractor S ELF Telephone # ( ) Address City State Zip The Applicant is: ?Owner _ Contractor _Other Alterations to existing dwelling $ 50.00 ? Add plumbing fixtures (excludes water softener and/or water heater--complete next section if installing these appliances). _Septic System Abandonment _Water Turnaround (add $125.00 if a 5/8" meter is required) Other: ? l? o-?- lv^ater Softener Water Heater $ 15.00 4?-new _ replacement Lawn Irrigation _RPZ _PVB _new _repair _rebuild $ 30.00 State Surcharge $ .50 Total I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required to be reviewed and approved. / Iki.( 2/ EA i4ti rym 1AJ C?F/LLf r?rnlvtu--- Applicant's Printed Name Applicant's Signature ?r- jO /o f11 P?+ 6 a o? 70PS-70 ENTIAL BUILDING PERMIT APPLICkp N? 6? a.3 9O•S? t ? City Of Eagan ? 3830 Pilot Knob Road, Eagan MN 55122 ,S Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Reaui2ments 3 registered sice surveys showing sq. ft of loT, sq. ft o( house; and all roofed areas (20% maximum lot coverage allowed) 2 copies of plan showing heam & window sizes; poured found design, etc. 1 set of Energy Calculations 3 wpies of Tree Preservation Plan i( lot platted after 7I1l93 Rim Joist Defail Opdons selection sheet (bldgs with 3 or Iess units ?j Y? RemodeUftepair Reauirements 2 copies of plan 1 set of Energy Caiculations for heated additions 1 site survey for additions 8 decks Add'dion - indicate 'rf on-sffe sepfic system 7 1 / cla / D t (24 t ?? , ooO -Q O C C ti a e onstruc on os Site Address ( ? V ) 1 ^, , , ?-?-^ ?V 1C/ UniUSte # I n1 G(..? C-d- Description of Work 1 r-lA' ( Multi-Family Bldg _ Y g N Fireplace(s) _ 0N<1 _ 2 rt P O mC a (1 LP ?j B Tele hone # ) a? ? rope wner y . p _ _- Contractor Address 12)% City ? State Zip 2ra Telephone # (eDl ) 061- -1? COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category . Residenfial Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 submission type) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? K Y_ N If so, 25% plan review fee applies. Licensed Plumbe Telephone ?sr? y-? o-g313 Mechanical Contractor Telephone Sewer/WaterContractor , 9G v ?„ Telephone # I hereby apply for a Residential Building Permit an kno information is complete and accurate; that the work will be in conformance with tt?e ordinan an of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an app tio or a permit, and work is not to start without a permit; that the work will be in accordance with the approved in the case of work which requires a review and approval of plans. p (Gom l?e &?? ""6 4'4? Applicant's Printed Name Applicant's Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex O 20 Pool A 02 SF Dweliing ? OS 06-piex ? 16 Firepiace ? 21 Porch (3-sea.) ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous Work Types A 31 New O 35 Int Improvement ? 38 Demolish Interior ? 44 ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 ? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 ? 34 ReplBCement "Demolition (Entire Bldg) - Give PCA handout to applicant Valuation 7-0 -?.?- Occupancy MCES System _ Census Code Zoning (IPCO City Water _ SAC Units Stories ? Booster Pump _ # of Units ? Sq. Ft. q7 PRV _ # of Bldgs ? Length ? Fire Sprinklered _ Type of Const Width ? ? Footings (new bldg) _ Footings (deck) Footings (addition) ? Foundation Drain Tile Roof Ice & Water Final ? Framing ? Fireplace ? R.I. 4 Air Test ? Final Insulation Approved By: , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Eonnection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total REQUIRED INSPECTIONS 1( FinallC.O. 7 Final/No C.O. _ Plumbing _ HVAC Other _ Pool Ftgs _ Air/Gas Tests Final _ Siding _ Stucco _ Stone _ Brick _ Windows _ Retaining Wall M Pr? 13 ?7q x ,q 0s° : ,' ? 30 Accessory Bldg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi Misc. Siding Fire Repair Windows/Doors 2 0, 3 f?S' 0 1p;16? o?.,y???/ q ((/ 5rL.- 0 c-o /D91007 • - r 1 { Pemut Number REScheck Compliance Certificate cneckea Bymate 2000 Minnesota Energy Code REScheckSofiware Version 3.6 Release 1 Data filename: C:IENERGY CALCS1cr203.rck PR07ECT TITLE: CR203 COIJN'I'Y: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.21 DATE: 07/22/04 DATE OF PLANS: 7-21-04 PROJECT DESCRIPTION: Centennial Ridge Spcc. 1661 Marina Lane Lot 3 Block 2 Centennial Ridge DE SIGNER/CONTRACTOR: Manley Bros Construction COMPLIANCE: Passes Maximum UA = 375 Your Home UA = 343 8.5% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or poor Perimeter u yali? 13-_Yalu.? iLFacto 5L? Ceiling I: Raised or Energy Truss 1367 44.0 0.0 30 Wa112: Wood Frame, 16" o.c. 1494 19.0 0.0 69 Window 3: Above-Grade: Vinyt Framc:Double Pane with Low-E 280 0.350 98 Door 1: Solid 41 0.350 14 Wall i: Wood Frame, 16" o.c. 528 19.0 0.0 23 Window 4: Above-Grade:Vinyl Frame:Double Pane with Low-E 143 0350 50 Basement Wall I: Solid Concrete or Masonry 1038 11.0 0.0 58 Wall height: 8.8' Depth bclow grade: 8.2' Insulation deptli: 8.8' Floor 1: All-Wood Joist/Truss:Over Outside Air 15 30.0 0.0 0 Floor 2: All-Wood JoisUTruss:Over Unwnditioned Space 22 30.0 0.0 1 Furnacc 1: Forced Hot Air, 90 AF[JE Proposed aud Maaimum U-Factor Averages Proposed Maximum Average U-Factor Allowed U-Factor Above-Gracle Windows and Glass Doors 0.350 0.370 Inchzdes Foundation Windows > 5.6 fl2 Floors Over Unconditioned Space 0.033 0.033 COMPLIANCE STAT'EMENT: The proposed buiiding design described bere is consistent with the building plans, specifications, and other calculations submitted with the pcrniit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in REScheck Version 3.6 Release 1(formerly MECchec? and to comply with the mandatory requirements listed in the REScheckTnspection Checklist. Builder/Designer kkA c f l LJZ yy, Date -i ` a2?-` V t--4 LOT SURVEY CHECKLIST FOR RESIDENTIAL ? BUILDING PERMIT APPLICATION PROPERTY LEGAL: Ce-,%4Rmnj U,I Ri JQ L, DATE OF SURVEY: 7IZ.3I04 LATEST REVISION: 84>7/04 m ? c R - s U 1 w V o ? Z ? a ? • DOCUMENT STANDARDS R i t d L eg s ere and Surveyor signature and company ? ? • Building Permit Applicant .? ? ? • Legal description .? ? ? • Address ? ? ? • North arrow and scale ? 0 ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) 0 ? 0 • Directional dreinage arrows with slope/gradient % ,a 0 0 • Proposed/existing sewer and water services & invert elevation ? ? . Street name .e' ? ? • Driveway (grade & width - in RNV and back of curb, 22' max.) X ? 0 • Lot Sguare Footage ,a ? 0 • Lot Coverege ELEVATIONS Existina 0 ? ? • Sewer service (or Proposed) $ ? ? • Property comers J0 ? 0 • Top of curb at the driveway and property line extensions 4T ? D . Elevations of any existing adjacent homes .B ? 0 • Adequate footing depth of structures due to adjacent uti(ity trenches X'$- ? • Watenvays (pond, stream, etc.) Prooosed R! ? ? • Garege floor ? ? ? • Basement floor ? D ? • Lowest exposed elevation (walkouUwindow) ,PI ? 0 • Property comers 'z ? 0 • Front and rear of home at the foundation PONDING AREA (if apalicable) ? ? ? • Easement line 11 ? • HNWL WL s???lol.a?/S Cm Sta?JLcy. u ?.? 0 ? pr ? • Pond # designation ? z' ? • Emergency Overflow Elevation 0 A 0 • Pond/Wetland buffer delineation DIMENSIONS ',Pl ? ? • Lot Iines/Bearings & dimensions ?X • Right-of-way and street width (to back of curb) ,P1 ?? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) E' ? O • Show all easements of record and any City utilities within those easements ?A • Setbacks of proposed structure a ideyard setback of adjacent existing structures ,4ks f?Kh;h D )?- ? • Retaining wall requirem%me ny? Reviewed: Date GJFORMSIBuilding Pertnit Application Rev. 12-16-03 . 1W Jbb Name: 1 MARINA Truss ID: R03F6 JID: 122229 BRG X-LOC REAR SIZE REQ'D " TC 2x4 SPF C1650F1.5E Plating spec • ANSI/tPI - 1995 This design 6ased on chord brating applied 1 0- 2-12 1198 5.50" 1.68 2x4 SPF #1/#2-U1N 1-2, 5-6 7H15 DESIGN IS THE COMPOSITE RE511LT OF per 2he fallowing schedule: 2 20- 8- 2 2158 6.25" 3.01" BC 2x4 SPF A1/S2-CAN MUL7IPLE LOAD CASES. maz O.C. from ta 3 35- 7-12 925 5.50" 1.50" WEB 2x4 SPF STUD-CAN IRC/IBC truss plate values are 6ased on TC 24.00" fi- 0-12 29- 9-12 BRG REQUIREMENTS shown are 6ased ONIY WEDGE 2x4 SPF #1/02-CAN testing and approval as required by I9C 1703 UPLIFT REACTION(5) : on the truss material at ea ' ch bearing Lumber shear allawables are per NDS. and ANSI/TPI and are reported in available Support Main Hind Non-Wind Br9 React Uplif[ R eq d Size " Loaded for 30 PSF nomconcurrent BCLL. dotuments such as ICBO #1607. 1 -184 lb 1 Z 1198 -185 2158 -126 1.8 3.0 8 1" Instal7 incerior support(s) 6efore erection. { 3 Mark all interior bearing locations. i id i 2 -126 lb 3 6 lb 3 925 -168 1.50" ry p-Drop : 0-1-1 Dra nage musi be prov ed io avoid pond ng. -1 7 This truss is designed using 2he ASCE7-98 Wind Specification eldg Enclosed = ves, Importance Factor = 1.00 REPAIR-TRUSS WAS INSTALLED BACKWARDS. Truss Loca2ion = Not End zone ALL PLATES, UNLESS OTHERWISE NOTED, Hurricane/Ocean Line = No Exv Category = C MUST BE INTAR AND PRESSED IN THE MA% ?EFLEC7ION (span ) ' eldg Length = 80.00 ft, Bldg Width e 35.88 ft WOOD PER TPI. L/999 IN MEM 9-10 (LI " " VE) " Mean roof hei9ht = 11.43 ft, mph = 90 L= -0 .18 D= -0.09 7= -O .U 7PI Sxandard Occupancy, Dead Load = 10.2 psf + ADEQUATELY SUPPORT THE TRUSS caiT[ uL nenflEx cqtCES: oesi9ned as Main Wind Force Resisting Sys[em UNTIL THE REPAIR IS COMPLETE ic t -i COMP . . WR. // iess21] -1258 1.15 oua. 3 1 60 o ss csi and Components and Cladding . +' LET IN A 2x4 #2 WEB z-3 . . 0.99 Tributar Area = 72 s Y 9ft . * APPLY 7/16", APA ( MIN. SPAN 3-4 4-5 -ioa i.ss / ?3 -632 1.15 / iw i.so) i.so) 0.97 0.90 RATING 24/16), EXPOSURE 1, 5-6 -614 1.15 / 155 1.b0) 0.63 PLYW000 (OR O56) TO EACH ec CQMP. DUR.)/ TeNS. ourt. csz FACE, UNLESS NOTED OTHERWISE, 7 -8 -106 1.60 / vao i.is 0.66 WITH 8d NAILS UNLE55 OTHERWISE s-w 91 s si i.s?o % 9i iii 0.99 ? 7/16in OSB APA Span Rated 24/16 Exposure 1- 55 ?X36" SPEQFIEO PER GUSSET. THE NAILS MUST BE EVENLY DISTRIBUTED THROUGHOUT io-u ii-u -ssc i.is / 14 9 i.so -3ia i.ss / ioi 1.60 3 ° o.ai 0.13 ' . GUSSET EACH FACE, TRIM TO MATCH PROFILE, POSITION AS SHOWN . CENTER THE GUSSET(5) IF THE 13-14 66 1.60 % sas i:i s so o: SPECIFIC PLACEMENT IS NO7 we conc.(oua.) / reNS. ((oua. 3 csx SHOWN ON THE TRU55 JOINT(S). z-a / 25z (1.2s o.io 3-8 / 24I S1.25j a.w 1-11 1 1 603% ? ? 8 4 109 . 1311 1.15 0. 6 6-0-12 '' 6-0-12 4-11 ? -2183 1.15)/ 2J1 21.605 0.96 7 p 3 4 5 6 0-13 5-13 -25 1.fi0)/ 6J) -34J 1.15)/ 109 (1.15) (1.fi0) 0.29 0.20 oo- 8 -8 001 . . , 15 (Bd, TYP.) 4- -2 6-8 -Z10 I 3-6 5=3-6 / I\ 3-6 3-6 5=3-6 15 2x4 #2 WEB W/ 15-8d 3-6 46 P4 35-70-8 !-' 7 8 9 10 11 12 13 14 TRUSPLUS 6.0 VER: T6.4.15 5•43 I SHIP 0-Z-10 1 t FlkJi}'6ti C k:RT'IVV'i'ita 1` I ?ti$ 1'(AN,: 0FACA710ti.URREPURTW.p,SPFLF;D 8Y'?9k t3k 1IhFJ'f FiM KFI t Sl<P N,KI?IU"v AhU i H.41 r TI A li J Nt 157'-,NI D F P GJ? )?'.?.1 ?Q I'r .}.' S .{F IA556 OF7F!/F:R" Ct _AN CICA. 11Afk: NF:f.:(C'PttAl'IONNO. d)}il AUTOMATED UILDING WH /'f/ V//V(.7 Read a!l nofes on ihis sheet and give a copy ot it to the Erecting Contractor. Thistlesignislorani,divitualbuildirgcompaneNroll?uuryvem ItheebeenEavedonapocikalbnaprovketlbylhecompanemmarvlaqurer aMOOrieinaccokeroewilhlhecurreMVOnioneMTPIa?dAFPAdeaig^etaMeMS. Noreqwnoibililyiaaeaumedlortlimemiorialaccumcy. OImemione arelobeverifialbythemmporonimanWaclurerar?Nwbolbingtleaignerpriwtolabricalion. TheEUikinryJeeignwmusleeceneinlhat0abede cusc : rtnNLev eROs W0: Drive_S_m44534_ psgnr• MOB ' L00005_]00001 ?I`LC = 20 ?: 176# COMPONENTS vlilizetlonlM1ietleaignmaelaremoetlthebetliigimpnealbylhaloeelbuiNingcoAaaMlhepanicularapplkelnn. ThetlwignauumeetlnnheWpcM1eN TC Live 35.00 psf DurFats L=1. 15 P=1.15 ialalemlly bmcai nythe rooforlloor ehealhing aMlhe bollom cFaNielatarelly bmced byarigia ehmlhinp materbldireclly ellached, unloee Mherwise d TC D DO 7 f Re MbP Bnd P 1.1S miee. &acin own is ior kteml w o1 cornema memten 9 ah Paon roo artlytereduco buoWirg bngtR TM1iaconmomnlahallnotpeplacedina?ry ea . S P Rep Mbr Comp OD 1 100 Zephyr Avenue 5011t onvironmem nwt willcauaelhomoiature coMentollhewoodmmeeetlt9%arvYOrceuwaonnecrorpletocorroaiort Fabrivalo,lxMle,inelall BC L1V2 0.00 psf . Montrose MN 55363 arvllpracetNsvuaelneccoNaricarvilhlhololbwingneMarCa:'JeirnardCUltingDetellReporls'avalkbloasautputlromTruawaleollwaro, R0P MI]f T2p5 1.00 , PHONE: (800) Z4S-YO4I SVIPI P,WTCA1' -WOOd TruasCOUMilolFmorioaStertlaNDaegnqevponmLiltim,'BUILOINOCOMPIXJEMSAFETYINFOqMATION - ? BC DEdE 10.00 psf O.GSpacing Z- 0- 0 BC511-03)zM'BCSISUMMAFVSHEETS'byWTCAandTPl.ThoTrussPhlelmlilule(TPI)uloaaleda15830'Oralnopnve,MaGimn, D257J? Spec I(tC FAX: (763) 675-35 exporwln53]19 TheAmericanFOreslantlPaper/uxculion(AFPA)aboaletletl1H19th31ree1,NW,S1e8b0,Wmhinglon,OC20D38. TOTAL 52.00 p5f DEFL RATIO: L 240 TC: L/18 , lyyl J'ob Name: f ft MARINA W Truss ID: R03F4 JID: 122229 BRG 1 X-LOC REACT 0- 2-12 1192 SIZE 5 50" REQ'D 1.87" TC 2x4 SPF #1/fR-CAN 2x4 SPF Q1WP1 8E 3-5 Web 6racing reyuired at each locatian shown. ? See standard details (T%01087001-001 revl) This design based on chord bracing applied er the following schedule: 2 20- 8- 6 2233 . 6.25" 3.13" . BC 2z4 SPF #1/#2-CAN . Plating spec • ANSI/TPI - 1995 p max o.c. from to 3 35- 7-12 896 5.50" 1.50" WE6 2x4 SPF STUD-CAN THIS DESIGN IS THE COMPOSITE RESULT OF TC 24.00" 10- 0-12 25- 9-12 eRG R EpUIREMENTS shown are based ONLY 2x4 SPF #1/C2-CAN 341, 12-5 MIILTIDLE LOAD CASES. UPLIFT REARION(5) : - on th e truss material at ea ch 6earing yEOGE 2z4 SPP N1/#2-CqN IRC/IBC truss nlate values are based on Suppori Main Wind Non-Wind Brg Rea<t Uplift R 1192 61 eq'd 1 8 Size 7" Lumber shear allowables are per NDS. testing and approval as reQuired by I6C 1703 1 -161 lb 1 2 -1 2233 -182 . 3 1 3" Loaded for 10 PSF non-concurrent BCLL. and ANSI/TPI and are reported in available 2 -182 16 3 896 -134 . 1 5 0" Mark all in[erior 6earing locaiions. documents such as ICBO M1607. 3 -133 lh . Orainage must be provided to avoid panding. Install interior support(s) before erection. Hi0-Drop : 0-1-13 This truss is desiyned u5ing the ASCE7-98 Wind Spen fication Bldg Enclosed = Yes, Importance Factor = 1.00 TrusS Lotation = Not End Zone MAX DEFLECTION (span) L/999 IN MEM 10-11 (LI VE) Hurricane/Ocean Line = No Ezp Category = C REPAIR-TRU55 WAS INSTALLED BAIXWARDS. TED " " " eldg Length = 80.00 ft, eldg WidTh = 35.88 fi , . ALL PLATES, l1NLE55 OTHERWISE NO L= -0 .17 D= -0.08 7= -0 .25 Mean roof hei9ht = 12.77 ft, mph = 90 MUST BE INTACT AND PRESSED IN THE CRITIlA1. MEMBE0. FORCES: TPI StdllAdrd Occupancy, Dead Load = 10.2 psf - WOOD PER TPI. Tc [ana. oua. / reNS. oua. at Desi gned as Main Wind Force Resisting System L-z 2-3 -1255 1.15 / ieo -973 1.15 1?8 / i.5o . 60 o.s3 0 .63 and ComPonents and Claddin9 A?EQUATELY SUPPORT THE TRUSS s-a -tw 1 15 / n i .ao 0.86 iributary Area = 72 sqft UNTIL THE REPAIR IS COMPLETE. 4-5 5-G dl 1.60 / 509 -480 i.is 1.15 0.90 ass • LET IN A 2x6 SPF 1650F6 WEB. 6-7 a? -nsa. ss i 9s CIXAP <<< DOR T N i.eo DIIR 0.34 c5I 7/16in. OSB APA Span Rated 24/16 Exposure 1- 36"x54" * APPLY 7/16", APA ( MIN. SPAN RATING 24/16) EXPOSURE 1 8-9 . . / E S. -131i.so vn . ) iis7 os GUSSET- EACH FACE TRIM TO MATCH PROFILE , , PLYWOOD (OR O56) TO EACH s 10 ? i.i ? 0.63 0.48 , FACE, UNLE55 NOTED OTHERWISE, 11 115 1 o.az WITH 8d NAILS UNLESS OTHERWISE ]2 1.15 o.s SPECIFIED PER GUSSET. THE NAILS ia 7 1:15 o:so MUST 9E EVENLY DISTRIBUTED THROUGHOUT. INSTALL ADDITIONAL LATERAL BRAQNG * WB 2-9 COMP TENS . pUR. / . -29C 1.15 / v9 DUR. i.so 6I o.i9 ?_ IF SHOWN ( LATERAL BRACING REQUIRED). 3-9 -s i.so / s?o i o.is ? 2 3 4 5 6 7 CENTER THE GUSSET(5) IF THE 3-u 0-11 ais i.is / u -1 1.60 a 115 ose 2fi 2x6SPF 1650Fb WEB SPECIPIC PLACEMENT IS NOT a-iz taes i.is i o7s 17 S ? TYP d SHOWN ON TNE TRUSS 70INT(S). 5-12 5 4 -996 1. 20 1 1.60 0.54 B00 . , 7 -1 b 14 - . 5 1.15 0.1] 46 4-6 - -391Q.1 1.60 0.22 T ? bUVI 17 I * 1.5-4 \ 1.5-4 7- 4?2 8- -3 17 SHIP 6-8 ? 9 6-8 -Z-10 0-Z10 n a c_n c i . o rs c_n e ??'3'? ?L:St{ 35-10-8 IHt:NR;liFC?R'1'INl'THA'1'l'}r1S1'i;11V,."'k:- 8 9 10 11 12 13 14 15 CINItrI'1'.P)N, GR NEPGRT 4YAS ARI;t' lll BY M F:OIi UNDER Ni '._ R?C"_'I` S'UP ..Rl' IcI0:4 pNtl'IHKf' i,N A RP :IS7"P. 6:U i'KC)- #F.S`'#?'+.:3 "YGtS il? .IEI..1tl3 7/16in. OSB APA Span Rated 24/16 Exposure 1- 36"x60" <:kp ?r GUSSET- EACH FACE, POSITION AS SHOW N ....... ................,..., ? NIC,lShRCIJ."49t.k.S NEi.:f $17 tlil\ RO. 33111 2 .4 P Joi l tesare20 a unlesssh4wn 18'(18 a Mx' MX 20 J itlon tl r ntO talsFieport. TRUSPLUS 6.0 VER: T6.4.15 7!u w Ig stems ? H'?1B, a. r' ? ? ? ? ?e ? ? ? P ? ? ? 0 ? ^ ' I ] 11I1L/LOO"' a t a e . Sn ctural ate Cuc le ies ane e o-ame s or s le . s stutl ates w t ru I s showr ak bv b e av d ove r wi a?es are mon ili s AUTOMATED WARNINGRead all notes on this sheet and give a copy of it to the Erectinq Contractor. Cust: MANLEY BROS rm,a??uio,a?iMinausiemwin??mm?wvaymarn_ nb.?o,.odon?n?tbmm?awoyma?mPommm?uf??,e. WO• Drive_S_m44534_L00005_J00001 UILDING arddonaina?mercewimthecunontverdonaoiTPIaMAFPAemieneiarMeke Noreeponaibilityiaeeaummrordimeneionaleoau?aoy Dlmenaiane aretoEeveriliedGylhecomporenlmanufactureraM?orWildirgdeaipnrerprurtolabrieatbn ThebullCirgdeeipmrmuslaxerbintMlliwbede DSgOP' MQ8 ' #LC m 20 41T' 205# ' COMPONENTS ulilivMOntMetleaignmaeleremeatltheloetlhgimpoeedbylhalmalfiuiltlinpcodaentlthepetlkulerapqicefibn, Thetleeip?aseummlheithelopoM1ON TC LiVO 35.00 p5f DUPFdCS L=1.1$ P=1.15 ielatemllybraoednytnerooforlroorehealhinoaMiMEO¢omchoMielalemllybmcetleyanpitlaheetHrpmetenaleirecltyaneclwE, unleeaolherwlae tl B i M1 i l l l kli l h ll l i TC Dead 7.00 p5f Rep MbP Bnd 1.1$ 100 Zephyr Avenue SOGt rote . mc iga Own s or atere auppoNOlcomyommamembenoMyloreducebw eg englh. Thucomponenle e rotpep ecetl nairy anvimnmemmetwiucauaememoimmecantentonheweodmemaetlisXenNorceuaecemecmrpletecorroeion Feericatahardla lneiall f Rep Mbl' COlnp 1.00 . . aMb a lhi l lnazmM itnth ll i r M m lCWli llR m mlromT i li l 'J i l D l rt ' ikM BC LIVe 0.00 p5 RBp ML1f TEns 1.?? Monrrose, MN 55o- 36w3O?Il PHONE: (800) 24 ce s mae ercew ow ng e n ig e p mswa n a o a: O n arc e epo e ave eaeo ao wve, 'ANSIRPII', WrCA 1'-WOOtlTruaaCOUmilolAmenca5lantlartl0eei9n RmporubiRim, 'BWLDINOCOMPONENTSAFEfYINFORMATION' - BC D22lJ 10.00 psf O.GSpacing Z- Q- Q y p BC511-03)arid'BCSISUMMAFYSHEET5byVJTCAaikTPl.TheTruaePletelnetdWe(rPl)ielwatodat583D'dwlrio0riva,Matliwn, DESIJfI Spec IRC FAX: (763) 675-35 ixomin53]18.TheAmercanFOraLLarqPapuAnotletbn(PFPA) iabcatodat1H1f91hS1reetNW,51oB00,WeeNnpmn,pC2W96 TOTAL 52.00 psf DEFL RATIO: L/240 TC: L/18 ?_ J?bi Job Name: t fft MARINA L44 Truss ID: R03F3 JID: 122229 BRG X-LOC REAR 1 0- 2-12 1099 SIZE 5 50" REQ'U 1 72" TC 2x4 SPF A1/52-CAN C F ? Web bredn9 reyuired at each loca[ion shown. 08 1 l TMs design based on chord bracinq apPlied l h f ll i h d 2 18- 4- 6 2097 . 6.25" . 2.91" B 2x4 SP #1/i72-CAN WEB 2z4 SPF x1/42-CAN See siandard Oetails (TX01 7001-00 rev ). Plating spec • ANSI/TPI - 1995 u e: per t e o ow ng sc e max o.c.from to 3 35- 7-12 1055 5.50" 1.66" 2x4 $PF STOD-CAN 2-9, 11-4 THI$ DESIGN I$ THE COMPOSITE RESULT OF TC 24.00" 12- 0-12 23- 9-12 eRG REQUIREMENTS shown are based ONLY 13-6 MULTIPIE LOAD CASES. UPLIFT REARION(S) : on the truss material at ea ch bearing WEDGE 2x4 SPF #1/02-CAN IRC/IBC truss plate values are based on Suppori Main Ntind Non-Wind erg React Uplifi R 1 eq'd Size " Lumber shear allowables are per NDS. te5tiny and approval as required by IBC 1703 1 -208 16 1 099 -209 1.7 2 " Loaded for 10 PSF non-cancurrent BCLL. and ANSI/TPI and are reported in available 2 -58 lb 2 2097 -59 3 1055 -208 2.9 1 6 1 6" Mark all interior bearinq locations. documents such as ICBO M1607. 3 -208 lb . Drainage must be proVided to avoid pondin9. In5ta11 inTeriOr support(s) before erection. Hip-Orop : 0Q-13 This truss is designed u5ing the ASCE7-98 Wind Spen fication Bld9 Enclosed = Yes, Importance Factor = 1.00 Truss Locaxion = Noi End Zone REPAIR-7RUS5 WAS INSTALLED BACK4JARD5. MA7( DEFLERION (s an) P Hurritane/Otean Line = No Ezp Category = C . AlL PLATES, UNLE55 OTHERWISE NOTED, L/999 IN MEM 10-11 (LI L= -0 17" D= -0 08" VE) T= -0 25" gldg Length = 80.00 ft, eldg width = 35.88 ft MUST BE INTAR AND PRESSED IN THE . . CRIRCAL MEMBER FORCES . Mean roof hei9ht = 13.43 ft, mph = 90 TPI St d d O D d L 10 2 f d WOOD PER TPI. : 1c COMP. l TENS. i-z -ioso i is / 18] oux. 1 fi0 csi o s5 ap dP ccupancy, ea oa . ps = Desi ned as Main Wind Force Resistin 5 stem 9 Y a ADEQUATELY SUPPORT THE TRUSS . z-3 -azz i.is / xsz . i.so . o.s9 and Com onents and Claddin P 9 UNTIL THE REPAIR IS COMPLETE s-q -ns i.w 15 i.is o.a5 Tri6utary Area. = 72 sqft - . ° LET IN A 2x12 #2 B 3-0-0 SLIDER. Y 4-5 -115 1.60 / 2 s-s -7se i.is / zsa 1.15 i.eo 0.86 O.fi3 * APPLY 7/16", APA ( MIN. SPAN 6-7 -976 1.15 / isa i.w 0.63 RATING 24/16), EXPOSURE 1, ec c041. ?uR. / reNS. ? ?74? 8-9 -154 ? oun. ?5 1 cs fi6 7/1 O 6in. OSB APA Span Rated 24/16 Exposure 1 - 32"x48° PlYW00D (OR O5B) TO EACH N OT TH WISE . 9-10 -uo i.so / saz 10-ll -120 1.fi0 / 382 . i.is 1.15 . o.si 0.61 , FACE, U LE55 N ED O ER WITH 8d NAILS UNLESS OTHERWISE n-u -us i.so i o.so SPECIFIED PER G1155ET. THE NAILS 12-13 -125 1.W / 316 1.15 0.53 MUST BE EVENLY DISTRI6lfTED THRDUGHOUT. is-ia -isi i.so / see i.is asi ' CENTER THE GUS5ET(5) IF THE we mwv. oua. / reNS. oux. tsi ' 11 g SPECIFIC PLACEMENT IS NOT z-s -azo zos s-s -ez i.sa / sz3 i.so i.ss o.as o.is 15 7 4 SHOWN ON THE TRU55 ]OINT(5). 3-11 -895 1.15 / 306 1.60 1 O.6I 1 4-11 -60] 1.15 / 1]9 1.60 0.3fi 5-11 -)92 1.15 / 91 1.60 0.55 5-13 -103 1.60 / 630 1.15 0.15 6-13 -692 1.15 / 210 1:60 0.2] 8- -2 I 0-7•1( P4 35-10-8 ? '8 9 10 11 12 13 14 ? 9-4-3 SHIP I 0-7-10 1 Itp 1l ['k;K 1 t3FY 7'l1A'1"r1{j5 1'I:;AM1. "'Y; <:1F[idTlt)N, OK REPOHI' FV,15 PNFP . Et) BYtikORUNDERl1' lifCCSlif V14If1N ANUlN#'1i O'; RI IST. @UNRO- EL4 )'b3,7 1Gll? zl !E t iKS OF?F.S9' IFt11 ..\% OIA. rrAIrr. xti:r:;ir1'R.4T110% No. 4331 TRUSPLUS 6.0 VER: T6.4.15 puswaIgYs?emsIatesare20 a.umesssh18'(18?a'H•?6.?a.?pr•M7?' MX2ogp)po?Sitioneg perJOin1 IailsRe n. ) rtcletl 121es an faise irartie les are ilrorre az shov e stu ates t0 av id hoe xv stniclwal ales or s le 11/1"1J10U4 AUTOMATED WARNINGRead all notea on this sheet and give a copy of it to fhe Erecting Contractor. Cust: MANLEY BROS Thiadesipnuiaranindividueieoilaingcomporienlrwummeyeiem. nhasbeenCemdonspxilicauomprovitledbylhecamponanimenutecmrer WO: DPIVe_$_ m44534_L00005_1130001 UILDING eMtlonainacwNarwuwllhthecuneniveraiorvolTPlerqAFPAtleaqnelamJaNa NoreeporreiWliryleaseumetllordimerubnalpccurary Oimeneure are m be veMieC Dy IM componeM manWacwrer artllor bulNing Eezgner pnor to IeDricatbn. The buldirq deeipwr mum asenaln IM1eUM1e beda Dsgnr: MOB #LC = 20 WT' 204# COMPONENTS vlilizotlon?M1isAavlgnmee?orevicee4?hebetlirgimpoeetlbylhebralbuildinpoodeantltM1epenicukiapplica?bn. Thetleaignapummlhalthelopolartl TC LIVe 35.00 psf DuI'FdCS L=1.15 P=1.15 ielaterallybmcedbylneroolorilooreheamingaMtMbonemcMkialal>rely4mcedbyenpkahmlhirqmeledeltllrectryemmi, unleuamerwiw TC Dead 7.00 psf Rep Mbl' Bnd ]..15 100 Z h A S t l" rooe . emcin srawni.lor iemreiau g ppatlWcamponontamembersonry m reducebucklinqlerqlh. TM1iammponenlahallwtboplaoedinarry Rep Mbr Comp 1.?0 yr ep venue ou i nvimnmenlthatwillcnusethamoiawrccon?enloflhevrootlbeaceedi9%arNorcaueeconnaoborplelewrroeion, Fabncala,larqle,irwtell ' ' BC Live 0.00 psf Rep Mbr TenS 1.00 Montrose, MN 55363 amerecemiewuinaccordarmewimmolmiowingmaneeroe dointendCaningoaailRepona ewileblaas ompmimmTmewaimmmre, VrtGAP-WOOETweCOUncldf wrulbllitiee i a3l N NDv R 'BUILDINOCOMPONENTSAFETYINFORMATIIXJ'- mSVfPII' BC D2dd 10.00 psf Spacing 2- 0- 0 O C PHONE: (800) 24S-4O4I , iner c e p? oq , a ' ' ' . . DCSI fI S ec 1{ZC FAX: (763) 675-35 BCSI1-03)ard 9CSISUMMARYSHEET6 byWTGAerdTGLTFaTmas PlalalneMNe(TP1) blooalada16B3D OnoftloDn?e,Metliwn, tmonsmssns.manmedcan Finaet ardvapar nsecoianon(nl talxetedmI m1 sins7rwl rvw.saeo0.waoninqmn,oczooas. TOTAL 52.00 psf J p pFFl RATTO: 1 ./240 TC I_/18 2x12 #2 By 3.0.0 SLIDER W/ 148d k& .iob Name: t SZk MARINA Truss ID: R03F5 JID:122229 8RG X-LOC REACT SRE " REQ'D " TC 2x4 SPF 81/42-CAN Web bracinq reyuired a2 each location shavn. This design based on chord bracing applied I 0- 2-12 1186 5.50 " 1.86 BC 2x4 SPF #1/#2-CAN ? See standard details (T%01087001-001 revl), per the following schedule; 4 2 20- 8- 2 2226 6.25 3.12" WEB 2x4 SPF STUD-CAN Plating spec • ANSI/TPI - 1995 max o.c. - from to 3 35- 7-12 901 5.50" 1.50" WEDGE 2x4 SPP #1/#2-GW. THIS DESIGN IS THE COMPOSITE RESULT OP TC 24.00" 8- 0-12 27- 9-12 BRG R EQUIREMENTS shown are based ONLY Lumber s hear allowables are per NOS. MULTIPLE LOAD CASES. I1PlIFT REACTION(S) i on ih e vuss material at ea ' ch hearing Loaded f or 10 PSF non-toncurrent BCLL. IRC/IBC truss plate values are based on Support Main Wind Non-Wind Brg 1 React Uplift Req d 7186 161 1 8 Size 6" Mark all interior bearing locations. cestin9 and approval as required 6y IBC 1703 1 -160 16 2 - 2226 -189 . 3 1 2" Install interior suppori(s) be{ore erection. and ANSI/TPI and are reparted in availa6le 2 -188 76 ' 3 901 -132 . 1 5 0" Orainage must 6e provided to avoid ponding. documenSS such as ICBO #1607. 3 -131 16 . Hip-0rop : 0-1-13 This truss is designed using the ASCE7-99 Wind Specifiwtion Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location ? Not End Zone REPAIR-TRU55 WAS INSTALLED BACKWARDS MA% DERECTION (span) • Hurricane/Ocean Line = No EzpCategory = C Bldg Lenyth = 80.00 ft, eldg Width = 35.68 ft . ALL PLATES, UNLE55 OTHERWISE NOTED, L/999 IN h7EM 11-12 (LI " VE) " Mean roof height = 12.10 ft, mph - 90 Ml1ST 8E INTAR AND PRESSED IN THE L= -0 19 D= -0.09" T= -0 .28 TPI Standard Occupanty, Dead Load = 10.2 psf WOOD PER TPI. ckincnL nEneEa FoacES: rc <onP. oux. / Ter+s oua _ csi Designed as Main Wind Porce Resisting System d d "^ O SS 1-2 . -II62 1.15 / 175 . i.bo 0.59 an Components an Cladding ADEQUATELY SUPP RT THE TRU z-s 0.3? Tri6utar Area = 72 s y qft UNTIL THE REPAIR IS COMPLETE. ? - a asz i.is / 145 1.60 0.87 ^ LET IN A 2x4 #2 WEB. a-s 5-6 -us i.zs / as -343 1.15 / ]3 i.is 1.60 o.ss 0.81 * APPLY 7/16", APA MIN. SPAN ? ea -s3s i.is / s? i.is o.ss RATING 24/16), EXPOSURE 1, 7 -a -so9 i.is / 103 1.60 0 27 -PLYWOOD (OR O5B) TO EACH ec 9-10 CIX?1P. DUR. / TENS. 60 / 954 -108 1 (?UR, ?s Y C4 66 , 7/16in 05B APA Span Rated 24116 Exposure 1- 72"x36" FACE, UNLE55 NOTED OTHERWISE, WI ILS UN SS OTHERWISE d 10-11 u-ia . -48 1.60 / 5]8 -as i.so / va . 1.15 ?i.is . 0.62 o.aa . --GUSSET- EACH FACE TR IM TO MATCH PROFILE TH 8 NA LE SPECIFIED PER GUSSET. THE NAILS 12-13 -649 1.15 / zzz i.so o.az , MUST BE EVENLY DISTRIBUTED THROUGHOUT. 13-ia -aza((i.is / ies ((i.,o 0.14 TM INSTALL ADDITIONAL LATERAL BRACING 15-16 -llfi(1.60 % S9] (1.15 o:a9 . IF SHOWN. we ( DUR / rEHS CCWP oua ) cn CENTER THE GUSSET(S) IF THE z-io . . . -zo?(i.is?/ iss . i.so a.is 8-012 " 1990 -- ••1 SPECIFZC PLACEMENT IS NOT sao / zoa i.u o.oe 1- 2 3 4 5 6 7 8 SHpWN ON THE TRUSS 70INT(S). 4-10 - 4 12 -31 1.60 / 385 -989 1.15 226 11.60 5 U. 0. Bd1] , NP.? $1 0-0 5-1 2 5-13 s-is -125 1.60 / 1131 -2164 1.15 / 324 -ui i.sa ? ass 1.15 1.60 i.is 0.49 0.84 o.ss 4s 5-10-5 6-15 -298 135 / iso i.so 0.20 , 46 - 3- 0 7 -15 -2]5 1.15 / 158 1.60 0.20 _ Q 6 g 1.5-4 1.5-4 6• -2 s 3 15 SHIP 6-8 6-8 0-Z10 0-Z-10 .. . , 2x4 H2 WEB ? 35-10-8 ? t!4@.Nl>IlY l h.N CIBY 'i'HA 1' Ptll$ )'? 9 10 11 12 13 14 15 16 01FACrk7,110N URRFdl'QR145AS }`g?,3' N.F? BV11E'.C17tIiNE9k:?14t-. RE.C"1.SLt' t1'ISI(}ti Alkp 4'HA°X_11?? J?:+?L" ' :Ctii,1RS ??` ??? ..?.;Y? or a ... .......... ItICH1RiAJ R73.?,5••? 0,>i"P: i iNF:f+,:1/4?1"K,i ??I`T!lTt kf3. ?3Ji1 TRUSPLUS 6.0 VER: T6.4.15 ?Ns?w?? ?e?sam"ridPi?segfaeme0aiesaresssa?a?ed?aesh?owr?al?ove'qhit?a?abPeetuA ?esto2avid?o?la10i6t?iger?ca"rei?feies oi?ale- 1 I/IG/LOOY irc e AUTOMATED AR IN Read all notes on this sheet and give a copy of it to the Erecfing Contractor. cust: rtANLev eaos I Thisdesigniaforani,rolvidualbutltlingcomponenlnotUUSSSyslom. IlhaeGaenbaeedanepecqicatunaprovidedbythecomponeMmarxilacwrer W0: Drive_5_m44534_L00005_300001 UILDING arddoiwinacconfancewiththecurraMVereieneWTPlandAFPAdaeignetaMartla Noreaparaibilityiaaseumediordimerieionalaocurecy. Dimeridona COMPONENTS aretoDevenlietlbythecomponanimanulqdurarenNornuildirgdavignerpriartolabnoation Thabuildiiqdeei9nwmuatnacetlainthatl?ebetla Osgnr: M06 #LC = 20 ?: 2?2# ?ur?mor tnisae,l9? maato,e??d meioaaidaim?eacymewsemmam9waao?dmaPartioma.apProsron. ?mea?17e?um?twnnamp?,d TC Live 35.00 psf DurFacs L=1.15 P=1.15 ia iate,aur b?a bv ma rorn onwor.nmmine a?a ine eovom orom m iadaroiy ereom oy a nym an?imda maladei do-?ny at?ned, ?m? oma?wme Re Mb r Bnd 1.15 rrded. Bmcing shown is lar kteml euppon of componerrte mambera enty to reduce buckling lenglh. Thie companeM ehqll rwt be placarl inarty TC Dead 7.00 psf p 100 Zephyr Avenue SOGt erwironmentmatwiilcausethemoisturecontmnonhewoodmemaedl9%aM/orcaueewnnecmrplaiecorroeion. Fabnceee,Mrdle,inemll B? LlVO 0.00 psf Rep Mbr Co1np 1.00 Montrose, l?'1N 55363 a"dba°a'n?s?,????e??o,da?oewanmeronow??98ia?aam.:do?ma?c?,n??yo0isaaeaon,a?a?xeiaaso?nP?c??omT.?ewei.on.a.?, Rep Mbr Tens 1.00 PHONE: (800) 248-4041 'MsiRPir,wTCar-wooaTrum coumaoinmanoast?demoe,i9neuaoiNOComrorveNrsnFemnFOar,wnon'- BC Dead 10.00 psf O.GSpacing Z- 0- 0 BC&I t A3) aM'BC&I SUMMARY SHEETS' by WICA and TPI. The Teues PWte IrwtiMa (TPI) b bwtetl at 589 D'Onoino Driva, Metlfsm, D251 J f1 Spec IRC FAX: (763) 675-35 m+ms37ta.rnenmencanFOreo?a?dPape?nssocienon(nFPq?iet?a?edattntte?nsvea?,Nw,siosoo,wasnm?a?,oczoa?e. TOTAL 52.00 psf DEFL RATIO; L/240 TC: L/18 * * * * PIONE6R * erog neer ** ** h v LOT AREA = 6,829 SQ.FT. HOUSE AREA = 1,373 SQ.FT. GARAGE AREA = 508 SQ.FT. DRIVEWAY AREA = 439 SQ.FT. PORCH AREA = 75 SQ.FT. BUILDING COVERAGE = 28.6% IMPERVIOUS COVERAGE = 35.1% ic LAND SURVEYORS • CIVIL ENGINEERS LANU PLANNERS• LANOSCAPE ARCHIIECTS 2422 Enterprise Orive Mendota Heights, MN 55120 (881) 661-1914 FAX:681-9488 625 Highway 10 N.E. Blaine, MN 55434 (783) 783-1880 FAX:783-1883 MANLEY BROTHERS CONSTRUCTION 1661 MARINA LANE, EAGAN, MN BUYER: SP ? EIWIE 10 By ?? 9 8 r X4fi'.26 I \ N89'41000"E I 51.001945.281? 42, ?•' WATER LINE ` a 25 , a454.4 POND J? ?i X945. uRAINAGE & UTIIITY EIASEMENT PER PLAT ? 9 45J7 -t j *N 945.28 ? ? 0 ? ? 0 ? 9 L?I ? 13 r?' ? L=`? ? ? Certificate of Survey for .? ? . ? rn ? ? r- s*,ti ? ? 961.79 ? i / BENCH MARK / - ---?C954 I / I _ IS,C ? O A 3 I , R Q ? 96 5 - - G ? r o o w a i 962.18 . I ? Z ? ¢ 0 I Ca???? - - a ?c961 61 2? . 981. BENCH MARK TOP o OF SPIKE a ELE V.= 961.23 ?lu i 4K?N 980. jj 81_7 _ `,?,?y`=', f ;so.os J ? 5.00 s.,, as?,> .- ) ? I961.11? ??r5 I PROPOSED ORIVEWAY a ?o O ? DECK 1 ? rn .80 M r I5? . ? _ ; 9a?2? i ? . 954.93 ? I s ? PORCH o I ? 15 ,.t 0 6 -----I-?-?- ;sose 25.00 ? ? ? - - mv J O ^ 3 tO• a O r ( o Z OC:1g4lQn g0d4 puC'](ffl r rq5-(G•o) (VACANT) (atOS.O) LOWEST OPENING =(RSS,Z) HOUSE TYPE = WALKOUT 9' I SANITARY SEWER INV.= 951.0 (PER PLAN) 981173 7?--- BENCH MARK TOP OF SPIKE ELEV.= 961.73 0 0 ? N • 8 98 17 1.66 962.70 ' 0 N89'4?'00"E 0MgQQRL lm@ On < Q ?° ?IC??vQp ? M M MARINA LANE NOTE: PROPOSEO CRADES SHOWN PER GRADING PIAN BY: PIONEER NOTE: BUItAING DIMENSIONS SHOWN ARE FOR HORI20NTAl ANO VERTICAL LOCAiION OF STRUCTURES ONLY. SEE ARCHIlECTUAL PLANS FOR BUILDING AND FOUNDATION DIMENSIONS. NOiE: NO SPEqFIC SOILS INVESi1GAl10N HAS BEEN COMPLETED ON 1HIS LOT BY THE SURVEYOR. 1HE SUITA8IUTY OF SOILS i0 SUPPORT THE SPECIFlC HOUSE PROPOSEO IS NOT THE RESPONSIBIU7Y OF THE SURVEYOR. NOTE: 1H15 CERTIFlCATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHONM ON iHE RECORDED PLAT. N07E: CON7RACTOR MUST VERIFY DRIVEWAY DESIGN. NOIE: BEARINCS SHOWN ARE BASED ON AN ASSUMED DATUM X 000.00 DENOTES EXISIING ELEVATION ( 000.00 ) DENOTES PROPOSED ELEVAl10N - - - DENOTES ORAINAGE AND U7ILITY EASEMENT -? DENOTES DRAINAGE FLOW OIRECTION -?- DENOTES SPIKE - B DENOTES OFFSET HVB SCALE : 1 INCH = 20 FEET 103088017 i77. ??.._ ....'. . . ? _ ._...c.+? ??{ ... ...._- - LOWEST FLOOR ELEVAl10N: SS,2 TOP OF BLOCK ELEVATION: GARAGE SLAB ELEVATION: Q??S WE HEREBY CER7IFY TO MANLEY BROTHERS CONSTRUCTION THAT THIS 15 A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 3, BLOCK 2, CENTENNIAL RIDGE DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS R(EN ROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY OIRECT SUPER SIO THIS 13TH DAY OF JULY, 2004. SI NED: PIONF NG ER N, P.A. REVISED 07/21 /04 STAKED 4- ' BY. G (TN R'I:EN[?E.? Id4r, Don R. Westergren Reg. No. 19790 ? r Use BLUE or BLACK Ink I For Office Use I I j Permit City I I Permit Fee: l 3830 Pilot Knob Road j P l I Eagan MN $6122 i Date Received: Phone: (651) 675-6675 l Fax, (6S1) 675.5694 Staff' j 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: / 40 / 177,Ik I N A '4-XL Unit Name: 06 7S P fLo P E2 7-i ~5 Phone: lo."/ maS 5S/oS Address ( City / Zip: /,0 1Y 3 6,2&3A A V o 5 59 u4. Applicant: is: Owner Contractor Description of work: if - a EF d, TYP0,01MRfi Construction Cvsk 7 S 3 a ' Ot- Multi-Family Building: (Yes / No Company: 5Z I xyClLr~2 lylM..,~, 6cn2.P, Contact -b Al"~tS Q"J RSi~ S T-L Ccctor: Address: city: lylPG S - i State: Zip: Phone: License Lead Certificate If the project is exempt from load certification, please explain why: (see Page 3 for additional information) L; Pds ~97g 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 f4tati.gjpgi/i~►8• , • ~u ~ry r r J CALL BEFORE YOU. DIG. Call Gopheratatg one call at (551) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dlg to receive locates of underground utilities, wwwgonherstateonecall.om 1 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 worts 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 a must be completed within 180 days of permit Issuance. x bei"; : JJ 16L-tR-'z"s x ApplicanCs Printed Name Applicants Signature Page 1 of 3 50/60 39Vci 1NIdW 1X3 139 L9Z9T98ZT9 Tb:OT 6TOZ/bZ/0T PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA157610 Date Issued:08/28/2019 Permit Category:ePermit Site Address: 1661 Marina Lane Lot:3 Block: 2 Addition: Centennial Ridge PID:10-16950-02-030 Use: Description: Sub Type:Residential Work Type:Replace Description:Air Conditioner Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 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 - Douglas D Rome 1661 Marina Lane Eagan MN 55122 Haley Comfort Systems 4320 Hwy 52 N West Frontage Rd Rochester MN 55901 (507) 281-0138 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA175769 Date Issued:04/14/2022 Permit Category:ePermit Site Address: 1661 Marina Lane Lot:3 Block: 2 Addition: Centennial Ridge PID:10-16950-02-030 Use: Description: Sub Type:Water Heater Work Type:Replace Description:Standard Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 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 - Douglas D & Deborah A Rome 1661 Marina Ln Eagan MN 55122 (651) 338-9983 Clearwater Plumbing & Heating 19260 Mushtown Rd Prior Lake MN 55372 (952) 440-3779 Applicant/Permitee: Signature Issued By: Signature