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573 Spruce CirCity of Eaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK ink Fortffice Use Permit #: Permit Fee: / �°=9 Date Received: Staff: 2011 RESIDENTIAL BUILDING PERMIT APPLICATION IL Date: �P' ' / ( I Site Address: 6'75 �L C4rz1--k- Unit #: - I ( RESIDENT I OWNER Name: g11-1_ 60,44-c Phone: 14 470— 0799 Address / City /Zip; 5-73t2. GIel-CC Applicant is: Owner X Contractor TYPE OF WORK Description of work: i4f/Z. Tt2t d, 5 7V B. c.1fv1f''Ey �� --• l Ck L 4 Construction Cost: A44900, BO Multi -Family Building: (Yes /No X(, ) - CONTRACTOR Company: t .A COilnefaRKS (c/W Contact: JOE, fZA *1Ldig_,J l Address: 100 Z4 i# 'YL itelvit.- 5 City: /'4174/7aoSE., State: Mr V Zip: _5363 Phone: '7 &6 ` 9O 0 License #: 20 Z fli I/3 Lead Certificate #: If the project is exempt C�`vS'7�/Z'l'�`7^'v'� from lead certification, pleaseLexplain why: (see Page 3 for additional information) Ti'C%1- Ban' In the last 12 months, No If COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? yes, date and address of master plan: _Yes Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe classified as non-public if you provide specific reasons that would permit the City to conclude that they 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.ctopherstateonecaliorq I hereby acknowledge that this information is complete and accurate; that the work will be r n conform a 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 4'rk is not t�-tart without a permit: that the work will be in accordance with the approved plan in the case of work which requires a review and approv , of plans. x 1' 11>f touN,s4 Applicant's Printed Name ignature Page 1 of 3 • ''? S cipi"-CE /la- c DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation 1 Single Family Multi 01 of _ Plex _ Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% ✓) Census Code # of Units # of Buildings Type of Construction _ Fireplace _ Garage Deck Lower Level G qE6 _ Porch (3 -Season) ___ Porch Porch (4 -Season) _ Porch (Screen/Gazebo/Pergola) _ Pool interior improvement _ Move Building __,Fire Repair ✓ Repair v REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile /Roof: Ice & Water Final V Framing /Fireplace: _Rough In Air Test nsulation Sheathing Occupancy Code Edition Zoning Stories Square Feet Length Width Final Sheetrock �� Reviewed By: T Siding Reroof Windows Egress Window Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous _ Demolish Building* Demolish Interior Demolish Foundation Water Damage `Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: /Final / C.O. Required ✓ Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Other: Pool: Footings Air/Gas Tests Final Siding: __Stucco Lath Stone Lath Brick Windows Retaining Wall: _ Footings Backfill Final Radon Control Erosion Control , Building inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies '?3.?( 1.0D 47.941 TOTAL/22 •GT Page 2 of 3 3~- 7~a5~! 0-~3~ ~9 Zoo6 RESIDENTIAL BUILDING rExn~iT nrrLicaTi~N ~6 90, s~ City Of Eagan 7p~ 7~~5~° 70, 5U 3830 Pilot Knob Road, Eagan MN 55122 w`755~Co Telephone # 651-675-5675 FAX # 651-675-5694 ~ ` ~ NewConstructionReouiremenls RemodeVReoairReauiremenfs 6ffice'UseOnlv 3 registered sRe surveys showiig sq. it of IoL sq. ft of house; and ail roofed areas 2 copies of plan showing foolings, beams, joists CeA oF511ry¢yR~ .?~Y / (20%mazimumlotooverogeallowed) lsetofEnergyCakulations(orheatedadditbns Tree7resPWrtReai~' ~ 2 copies of plan shwring beam & window sizes; poured found design, etc. 1 site survey for addNOns & dedcs 7ree Pres Requu~ ;Y ?7 setofEne~gyCalcuWtions Add~Tion~indicateifon-sitesepficsystem OnsileSeyLc,5ystem , , _Y _N J3 cop'~es of T2e P2servation PYan if lot plaped affer 7/1(93 Rim Joist Detail Options selection sheet (buildings with 3 or less unils) ~ Minnegasco mechanipl ventilation form Co.~~.d 1~ aa~ Date / 2 ~ Construction Cost ~ 7~~ ~ Site Address ~J ~ vV C ~ ~ti. I~ UnitlSte # ~ Description of Work /V~ ~ ~5 dfi~ Multi-Family Bldg _ Y~ Fireplace(s) _ 0 _ 1 ~ Property Owner 1 v l a(/~ ~~Lf ~U~~ ~a?1 S\~ ~'VS~1 ~GR'~ Telephone #(/p$"L ) eZ 0`~~'7~ ~ ~ - n Contractor tv` Q ~t 'Pi(A(' p~ y~~~/~ ~?l S~~/~ ~ Address 2112i ~ 1~ r1'~ ~JY~I~~ C<<}' State Zip '~~il 22 Telephone k((p51) a~-77/ ~J COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 CateQOrv 1 ? Minnesota Rules 7672 Energy Code Category . Residenlial Ventilation Category 7 Worksneet • New Energy Code Worksheet (J submission type) Submitted Submitted • Energy Envelope Calculalions Submitted In the lost 12 months, has the Cify of Eagan issued a permit for a similar plan based on a master plan6 ~QV ~ 820~6 _ Y i/ N If yes, date and address of master plan: ~ ~ ; ~i ,n~y~ ~ ~1~~ LicensedPlumber " "'"'~"/~~ld~w4~7elephone#(95~y~7~~ , ~ _ ~9d~G MechanicalContractor ~~~~~ZD1~ COn~~'~~"• Telephone#~~ Sewer/WaterContractor ~i~~? ~G~4~~ Telephone#((js~ ~fQ~~~Z~f~ I hereby apply for a Residential Building.Pemut and acknowiedge 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 State of MN Statutes; I understand this is not a pemvt, 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 ofplans. 'p,' . ~7;~ M~ ~re c,v~ fh ~v l~l~M~~t ;(~l Applicant's Printed Name ApplicanYs Signature ~ r ~ - 7~~- '~~9'D DO NOT WRITE BELOW THIS LINE ~ Sub Tvpes ? 01 Foundation ? 07 OSplex ? 13 16-plex ? 20 Pool ? 30 Accessory Bidg ~ 02 SF Dwelling ? 08 06-plex ? 16 Firepface ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 Ot of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? t8 Deck O 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex O 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work T es 31 New ? 35 Int Improvement ? 38 Demolish Interior O 44 Siding ? 32 Addftion ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 AReration ? 37 Demolish Building" O 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Damolition (Entire Bldg) - Glve PCA handout to applicant D@SC~iptlOtt: WaterDamage_Yes Valuation 7,5 ~ Occupancy MCES System Ptan Review 100% or 25% y Census Code IO/ Zoning ~ City Water ~l SAC Units Stories / Booster Pump ~?'0 # of Units Sq. Ft. ~/O~ PRV ~S # of Bldgs Length ~ Fire Sprinklered Type of Const Width ~ REQUIRED INSPECTIONS Footings (new bldg) Sheetrock _ Footings (deck) FinaUC.O. Footings (addition) FinallNo C.O. ~ Foundarion HVAC _ Drain Tile Other Roof ~ Ice & Water ~ Final Pool Ftgs Au/Gas Tesis Final ~ Fram~ng = Siding _ Stucco Lath ~ Stone Lath _Brick Fireplace ~ R.I. 'i~-Air Test Final Windows ~ Insulation Retaining Wall Approved By: , Building Inspector/~~~~! _ 7b V7"`fY,`C"_'_ p' ~y~a-- ' ' _ Base Fee /~//3 ~ ~,,.,i ~s..~,-~~- ~ 2 Q------- ~3~ / 7G~!¢hv'9 5 ~ Surcharge /?T ~=~h /y9y~~ ~y" ~Y~~ PlanReview ~f/~e~'/y S~y~,~f 2 •7~.2~IQ/G~• ~~77(~.~'n MC/ES SAC ~ City SAC ~~t2'~,~^' ~''^'a~F ~'oB,Tfl~ 36 - ~l ~J~~ ~ ~~y0 UtilityConnection Charge P~~ 1 ~l~J~ ,ZCfix~/.6p~ ~ppp S&W Permit & Surcharge f,~.p^ TreatmentPlant ~~~t' (~~o License Search Copies Other Total f . , t. ~ PCf~1~NUID~fCt YB~Scheck Complaance Certificate ch~a aymaco 20@0 Minnesota Emergy Code AEScheckSoBwaie Vasion 3.6 keleave 1 Aata Slename: C:~ENERGY CAI.CS~E3.0 MHC0341 (RCK F~ l l.l.rck FROJECT TTTLB: MBCQ341 COUNTY: Dakota S'1'ATE: Mimesota ZONB: 2 CONSTRUCTION TYPE: Siagle Family WINDOW / WALL RATIO: 0.15 DATE: 12/Ol/06 ' DA3'E OF PLAN3: 11-27-06 PROJECT D$SCRIPTION: Sue Affi Bell F.ot 3 Bbck 1 Long Acres tst Add. 593 Sprace Cucle Eagao. MN DESIGNER/CONIRACTOR Manley Bro~s Co~stracda~n 2113 CliffDrive F.agaq MN 55123 651-454-4933 COMPLIANCE: Pavses N[abmtmm UA = 714 Your Homa UA = 634 11.2°!o BaKm''17~ Code {UA) G•rWos4 ^v- Gtaziog y . . [p1~lW.. ~W~. W~•~ y,Yi~yp~1 ;1SBWY ~S9WY ~tii~la S!4 Ce~7'mg 1: Raised ar Enetgy Tn~ss 2031 44.0 0.0 d5 Wa112: Wood Frame, 16" o.a 2196 19.0 0.0 111 Window 2: Above-Grada:Vmyl Frmna:Double Pana with Low-E 261 0350 91 Door 1: Solid 38 0.0'71 3 Boor 2: alaes 24 0350 8 Wall 3: Wood F~, 16" o.c. 801 19.0 0.0 38 Window 3: Abovo-Crtade:Vffiyl Fiame:Double Paoe wilh Low-E 132 0350 46 Door 3: Solid 20 0.071 1 Basem~tWa111:3oiidConcrebeorMasonry 1368 0.0 SA I08 Lfl~/Z00'd tiLZA 9E~~L 900Z/£I/Z~ :woaj a . . ~ Wall height 9.0' Depfh below gada: 8.5' Insutation dapth: 9.0' Wuxlow 4: Basem~t> S.b R2:Vinyl Fwme:Double Pane with I.~w-E 21 0350 7 Floor 1: Slab-On-Ciirrade:He.ated 236 5.0 176 Insulation depth: 4.0' lryunece I: Forced Aot Air, 92 AFUE Proposed and Msafmam U-Factot Averages Proposed Ms~~ Average U-Factor Allowed U Factor Above-Grade Wmdows and Glass Doo?s 0350 0.370 Includcv Fonnc~tion Wint~ws> S.b ft2 COMPLIANCE STATEMSNT: The proposed building design dcscribed hene is consistent with tbe bw7ding Plans, sp~ificanona, ~ otha catculatiaas sunmiaed wAh me p~ic a~pli~ 17~ proposea nuaamg Las no~ aesiguea to meei fha 2000 M'mnasota Energy Code tequiiemems m gg8 checkVetsioa 3.6 Relwse I(foimerly MECdcec~) md to comply with tha ~tequuem~te . . the RBS checkl~tion Checklist Builder/Desig~r f~~~'1 ~~'~iY%f/KS' Date ~O~ o~ 7-~P 4 LOO/EDO'd bLZA LE~LL 900Z/EL/ZL :woaj LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERIY LEGAL: ~ 1~ K I Ori4 AC Pi~ ~ AG~~. I DATE OF SURVEY: ~~I ~7b b LATEST REVISION: m m f t=p . ~1lsb/O~ ~S`Op~m-'~ ~t'~'h'IS _ " ~ J~,F F Y a 9 ~ d~ fer~u~~y-; h~ O Q DOCUMENT STANDARDS ~p ? . Registered Land Surveyor signature and company S~ OT ~ ? ? • Building PermitApplic2nt ~ ? ? • Legal description O~ ~ ? ? • Address ,/J ~ ,0 ? ? • North arrow and scale ' • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ~PI ? 0 • Directional drainage arrows with slopelgradient % • Proposed/existing sewer and water services & invert elevation ? ? • Street name ? 0 • Driveway (grade & width - in RNU and back of curb, 22' max.) ~ p B' . Lot Square Footage -p,b~ w,~o ? ,B • Lot Coverage . Nee~ !n ~o . ELEVATIONS ~ Existina ? ? • Property wmers • Top of curb at the driveway and property line extensions . Elevations of any existing adjacent homes fd~ • Adequate footing depth of structures due to adjacent utility trenches ,PJ ? ? • Waterways (pond, stream, etc.) Prooosed ~H ? ? • Garage floor ~ ? ? . Basement floor ? ? • Lowest exposed elevation (walkout/window) ,g ? ? • Property comers ~y • Front and rear of home at the foundation . PONDING AREA (if applicable) ~ ? ? • EasemeM line .g ? ~ • NWL 0 ? • HWL ~ ? ? . Pond # designation r~ ? ~ • Emergency Overflow Elevation ,e( ? • Pond/Wetland buffer delineation Y ~ . Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ,g ? ? • Lot IineslBearings & dimensions . Right-of-way and street width (to back of curb) ,ef • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) 0 • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and ' rd setback of adjacent existing structures fy ? ? • Retaining wall requirements: Reviewed By Dat ~~~o~ G:lFORMSlBuilding PermR Application Rev. 11-26-04 ~'urveyor's Cert2ficate ~ SURVEY FOR : Manley Brothers construction DESCRIBED AS : ~ot 3, Block 1, LONG ACRES 15T. AOOITION, City of Eagan, Dakota County, Minnesota and reserving easements of record. ~}/7 Sue Ann eeck Res. ~1~~G Up `~/n ~r~~i~ , 3:9 Ni:x~mum Slope~ ; ° a~d or ~?~;ai3 ~dng Wall WilB ; ~ , ~ ; , _ ~d l=ter~uired E»5~. ; , ; ~ z-storv ~ ~i S Tob=944.1 ~ i 9 Yn . % „ % < Oraina e and Utillt Easement ~ ~ i ) i ~ S ~ 927.2 ~ ~ i ( i~ < ~ ` i ~ ~ 928.0 ~ ~ / \ ~~v ~ ~ \~Y i ~ ~ 3j~ ~ \ 941.2 ~ i ~ _ y y 5j4oo : ~ l;~ 55j 1 e ~ , u' U N ` 5g' ~S ~.~943_2_ °i ~o ~ 941.6 ~ ~ y. 941.5 iNH= J ~n 94~.5 ~ ` ^ 941.3 942.62 i~~ 934.1 t o e.w . ~ ~ ~ ` ~ 1 940.5 e°~~ I 935.5 y o 47 ° 1~~ ~ 5 ~ I ~ R~W ~ I I 9.50 g¢3,3 i ~ 73 55.00 I ; I ~ 934.5 0 o o„ [T ~ C E ,o, I ~ 25o i IRCLE ~ s.po propose d N ~ 941.3 940.4 ~ 933.9 ~ 2~ 5~O~w~° ° IOCP. ~?`f k60G a I w oNo 0 9'P~W g 00 10 O g0 Z ~ I ~ 0 943.5 1 o ~ I I ~ e.oo -~.00 0~ ~1 ,Z"J~~ \ `o o .t O ~ ~ ' ~ .°P ~o~a9~00 41.2 \ -940.-1~{~~ 5~n (1n (2I~1 2 ~ T~ I 934.5 °}300 N, / UI7~7~ULWLSN.~ GIfS~:J~~IfV ~ 934.9 ~ o ed's sao.o ~~~9~~~IT C~1;~ ~~D ee^ . ~ 1~~ 932.9 :Sporch °o g p0 1`N - , N ~S~• / ~~.o0 40.9 ° 941.2 W \ \3y~ 10° i ~ O \ \~09 \ Q 939.9 /i ? Or~~h ~~4 ~ °9e on ~ ~ 934. 5.0 (itrylr \ , tl Y zp o* 927.1 f ~s@~Pnt. \ \ ~ ~ ~,tij~ . ~ ~ . ~ ~ rL'~ C-- ~ i ~ ~ ~y6g, ~ ya ~ ~g~ls ~ ~j \ . ~r0yo ~VP \ ~~~g5 ~1 o Q~~ _ _ 9e~i~~ ~ ~ ~ ~ti/~ y £o e\~' ~ W s~ n I 928.1 ~ ~ w ya ~ ~o ~ o~~Q ~~~o~ I i titi. x \ ` . ~~~C~' ~II ~p,ti `F9~o\ ~@of ~~~~~/1~1~ D~ F 11 ~ ~ O V J erio~\\ ea~ . . . _ - . ~ i ' ' ` q5~^:? ~7 / fi / ` ~pyU LSe°, . ~ w ~ ~ a [~~Vd.[~'J~l'2a O~~~ECYIOftIS D~~`?d~C~4~9 DNR A'6TLAND 809W LP-23 N~L=925.0 LOT SQ. FOOTAGE = 22,194 X~L= 93d. 0 HSE SQ. FOOTAGE = 3,rob LO7 COVERAGE _ ~ oC~~nl~D ~~~~y.ti .uNO~9~`$ ' Date 11,~.~.~! ° 6 ~ ' HEGISTERED : ~~~y p~§r~ PROPOSED ELEVATIONS ~,4ND ;*e ; SURVEYOR . ' ~n°•, ra3as : ~4~~ BENCHMARK, Top of Foundation = g44A • ~ O~~~ g ~.9T~o~~1~~~9,~~` TNH~ W. End ofELpru~c59 34(200' W. of Pine Ln.) Gara e Floor = 943.6 Basement Floor = 935.0 ~~~n,~„nu«" Aprox. Sewer 5ervice = 9Z9•4 Proposed Elev. MIN. SETBACK REQUIREMENTS Existing Elev. _ Drainage Directions = Front - 30 House Side - 10 Denotes Offset Stake = = scn~e: t inch = 30 feei Rear -~5 Garage Side - s I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION JOB N0: HEDL UND OF THE 80UNDARIES OF THE A80VE DESCRIBED PROPERTY AS SURVEVED 06R-134 BY ME OR UNDER MY OIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. BOOK: PaGE: PLANNlNC E'NGlN6£RfNG SURVEYlNC . - ~ 2005 Pin Oak Drive ~ Eogan, MN 55122 DATE ~_/_~7 ~ CAD FILE: Phone: (651) 405-66D0 JEF . LI GREN, LAND SURV Manley-O6 Fax :(651) 405-6606 - MINNESOTA LI ENSE NUMBER 14.376 '~~.2~.2oa6 7:aaPM ~j`7~ S~2v~,~ c1~L N6.821 P• 2~~ ~ Voigt & Associates, ~o.c. , STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUI2E Zo4 EACrAN,'~vIId SS1Z2 ~ PH. (651) 686-7'127 FA7C. (651) 686-8444 December 20, 2006 Mr. Jon Conneuy Manicy Brothers Cons~ucrioa Ea~n, IvZN 55122 RE' Sue Affi Sell Residence Dear Mr. Joa ComneIly: As PcrYrnn r~uest I Lave rcvieweti yrnu plsns (zev 3, dated 11/27/06) and have analpced tde following for the abave rcfeic~aced pxojec[: , ~ • Braced wat:.~euls far the $oIIt ~age wail - Tke ma.` sUucx~tte over the garage wsE pravic3c the la:sral sugpart reqnued for tite front ~age wall. Specaal ppxt3l frames a~e not taq~rod fox tbis ~re_ + T'he framing £or the 12'-0' opeumg ~ the dioaetLe ~d the 12'-0° opening at tE~e game xnom, shown on tLe rear elevation - see 5x-z • The $a~g for the gxeat room waII shown on the rear elevation - see SK 2 The infozma~on and opauwos ooatsine~k herem me based upon ihe I~d ir~vestigali~ descrxbed at iLe begimm~g Of this report. NU wananties are expressect or implied x~~di~ the ads6ence of otherumlmwcun coudieions uot spac.-ifically add~ed. Our work xs in accordanCe with SenerallY a~ep[ed enginC~u$ sF~dards aad is Qof ~endad to be ~r3ied vp0a o1' V~ to individaaLs other thara the ad~. ShouId i~fOt'ma~oze ~ eonde~oas beCOme ~owa wYtch d~Ter imm ihe dis~sion be[eein, Sbey ma9 aiter the opueions ac ~aclu5ions of ihe tuttdeisi~¢ed Please caIl ~'yon ]~ave any quesrions. Sincerely, re,~ w. vo~r, r~ Enclosiups~ SK-1, SK-2 Y Aereby cerG3~3' ~L ~•~is ^r~'"'~ s~ rePbrk was nr'eP~.*~.~aat~E e., ~-~~r :~ti 2.~ a 4~'6C~'' S'S ~3~.2~~ Ci9L' ~ ~ ~~I~ ~ ,r,~~~ ~ 'TJ~~ 1 ~ ~ ~ I l.~i~~.:.:. . ! ~ •.~i'~•:i.~~ . . 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L~~Y . _ ~ ~ ~ ~ t N' , r t. ~ ~ ~ ~`x'- ~ " s$ . ~ ~ r . ~ ~ . , . . . . . . . . . ~ qrc:; : . . ~ ~ . . . . ~ . ~ . . - . . . ~r~ . . . . i . : . . . . ~ . . . . qw~q,n~ n ~ ~ . . ~ . . . . : . ~ _ . ~ ~ ` ~ ~ i. , , . ~ *Iht. , , . ( r~ . . • • . . ~ ' . . . . '4y. WI fI11d1~V1111!R!_ ~M'MYlat _ . . . . . . . . . ~ ~ ~7~o~+.t ~.~5" CG.T2'~~ @ iz~ -~~¢L~ FI.GC~ 't~7" L~~1'~f. . ' ~ ~~,~c ~T r~ c~G Ip`t 2 ira a~ c.r av~ ' STW~.I ~(j r Z. ~e G~. ~ 2`'~-, o ~C ~~''n~ , C R'?'~'e~c.~. ft~r ~ /(a °0~.1 . ° ~ ,e~.F. ~!.w~.~. «.ri•.r e~•~ . ~ +Mew+ .~.4r .r~.K~ ~ ~MrpMi' ~o~C w~ea+.~ ~+rik !J~MIS M+N.re* ~ ~ M~~d~~~ ~ ~ c ~ F = ~ ~Ga¢.~. N'~ ,~frstl ~ 4 4Sn'.m~ Ss ~ ($1"r~. ; ~ Z ~ F f~ ~ ` i 't'~~+~~~~. _ Sr~ro ~,L r ~ , _ ~.,~~j ~x Ec.a ! ~,i~r=F~ r;:'y ,llo~.dcE roP Pt.s~~ . : . ~3; ~~c~-4~.~ ~~~a~ ~ = , . !'7 ~ .v Y, E...f ~ F'.r+~iB.Sa..~ r~'e!r C ev~T ~/~.t~Es.~e~L< . ~ : • ~ ~ ~ ~ N01`~: ~ ~ ~ TEMPORARY GONSTRUGTlON r 1~RAGINC~ AS REC~UIRED ~Y # I-J015T MANUFAGTURER ~ ~ ~ ~ o ~ o r ' ~~2„ 6YPSUv1 ~OARD ~ N ^ X ~ MIL POLY W,q~ 511EAThWC~ 3/q~° 5l~-PLOOR 3/~" ~Ywoo~ ~LOPIZ TRIJsSES FLA5111NC~ SPR,4Y F4AM • ZKG PLATE MfN. I 3/16'~ URAINAC~E IN~lJLA1"ION ~OARD & WAT'ER PROOFINC~ . ~ ~ ~~M n~rAi~ APR-18-2007 09:25A~ FRDlkABC MILLWORK T-929 P.001 F-567 ~ V ' AUTOMATED BUILDING COMPONEI~ITS ~ DIRECT #(952)697-4256 FAX: (952) 697-4279 , TRANSMITTAL SHEET VIA: FAX ~ MAIL? To: r•xon+: 'j'y~ Matt Backhaus COMPANY: DATE: ADDRSSS: TOTAL NO. OF PAGSS INCLODING COVER: CC: ~AX NUMHER: ABC WO NUMBER: AE: M65200 ? URGfiNT ? FOR AHVIEW ? FOR APNROVAL ? PER REQUP.ST ? REPAIR ATTACHED ? FOR REPAIR ? SEALED DWGS A7TACHGD NOTES/COMMENTS: ~~3 ~ ~.~I~ 5~~~~ Please call with any questions, Thanks, ~1atC-BaCkdu~uy 100 ZEPHYR AVE SO. MONTROSE, MN 553G3 Y ~ S Job Name: BELL Truss ID: A12 Q: 1 JID: 304406 ~ 00.4 %-~OC RFAR SISE 0.EQ'0 TC 3sO SVF /1/!$-WI ~'16 brs[inB /equieK eL [B[II IOCH~O~ S~C~T. ' 1 0. E-R 20e6 9.50' 3.3>' BC Ev9 SPF t1p]-GN ~ See fOnYaM tle[ails (i%OWB>E01-001 ~al). o d 36- 9- < 193< 5.50" 3.@" MEB 2xa SK Y1/R-COM Platinp spec : ANSI/!PI - 1995 ~ -J 9W 0.EQq0.FNFNfS sFVen are ba[~tl OXtV 3HC SPF S1u0-C/JI lU-1. )-16 THIS OESIW 15 TNE 0.MNSRE RFSYLT OF on tte [rvst maierial at ocM1 lwannq lfi-B. 8-lI FIlLT1YLE LM~ ClSES. p Bry PeaR 1lpliit Mry'd Size 1]-9 Ii NANLE0.5 ME IN~IUTE~ ON TNE fA,W?IL. 1 MBB -145 3d]" p~q Svi QIWFI.OE 10.S IHEY ME B~SED UN 1.5" WWGEN WIILS KR TFa LoRm aM~tl ~as a E~ert louutl 30.0 ' 3 1929 -lOB 3.01' Ip~~}g~ [russ p1at~ values arc baed m 1-PLY PtA 3' W~AGER X\IlS i[M MILII-0.Y N fron tM1e lefr enG of qnel 11-1J. The i[stinq aM appraval ss M1pYSrcd Ey IBC 1]03 [SRUE0.5. IF 3.5" LW NAILS M.E USED~ TNE brtak is OA ' lon9 iloeg [M1e CM1O~d. R11 aM M'SSR~ ~^d u~ nportltl in rvillable WM~1M5 MISL 9E RE-CMWFTW (BY OfXfAS]. pletes musC be fu11Y inSaa anE prcfsed in i damm~rcs auc~ a[ Im0 RBD>. LaadeE fo~ SO YSF nan-ceneurreirt BCLL. tFe xooi Pn TPf. MepurtelY suOWrt tM EM wrHPli are desigMtl fm arial loetls D~afnage mus[ be piwitle0 to awid peMing, i~ysz until fhe rt0a1~ i+ emple4. MtacM1 en1Y YOllSS m[etl o[perwise. 3s Ga A" s[a! M ille am1 9~aEC antl ~pecie T W% UFFLECfIM (aW~1 ~ EHmsims abv~ m belw tM1e [rvss pnftte z ilrc origiml c~o~d tu dlf y[e Ma~ i0 l/939 NEM 15-18 (LIVE) L< 1 (1T any) ~rrc teen dPi9md Por leNZ 26-]pd !ov aatls Eistrlbute! an erth side ~ L- -o.II k A.M' T= .0.]8" iMiuted an1Y. M^rizmial lmtlz aPP1ieC af of the b~vR in 9md',ooL. CN}iSGL XFNBE0. i[NQS: tM1e ¢n! ef Me eRensions fim ~ro2 leen 4nb~ tFe s[ab a4eu[ tlrt W~a~. D TC @~IP. WII. / TENS. WN. 6I ~pnsiUerctl unless shmm. A tlrop-Lq to an ~-2 -811.15 / ll6 115 0.36 o[M1mise unsu0?orted xrll nb [rta[e ~ INsViDU[e t~e vile evmly througMUC. ~ i-0 .1~W 1.15 / 1l~ 1.6 0.30 M1in fh¢ tM1ac re f Thi~ [rvas rcpai~ mus[ he aPO~o~`~d dY + n 3-i 105] 1.15 / 345 1.6 0~55 9e • qu rtz abiicional tl~sign npishrcd aglmv. 9-f -1550 1.15 / ]90 1.60 U.ID cwsitleniion (Ey oMersj. ~ 3-fi -1103 1.15 / 3U6 1. O.SI ~ -]9)] 1.15 / 399 3.6U O.P )-p -3390 1.15 / 3<] 1.60 0.88 ~ B-G -6) 1.15 / 51 1.15 ~.59 eC CCMP.(W0.. / iENS.(WM. CSI ~T? m~ mTd ~ O N O ~ ~o-u -~o~i.so~/ w~i.is~ o.~ 11-10 ~I~ b~~ I°? ~ Y m o ss-u -er i.so ~ i~ss i.ss o.ss m Y m a m ss•i3 -w i.w / isss 1.1s a.u 371-10 m n ~n ~n ^ ~n w ~F a J v~ v~i 13-19 -IOB 1.60 / 1599 1.15 0.65 ~a-ss aoei.w/ sssai.ss a.e> ~-~~y 16-1A 83d ~ 4-8-0 ~ is-ii -xsz' i'w j iwi i:ii o:si ~1 2 3 4 5 ~6 7 8 9 wa cmv. Mm. I rtns. oua. a~ -1U.00 -4.00 i-ia -3or i.is / ue i. o.u 10.00 1-30 -189I l.lf / 3 l.fi 0.51 z-ii -v a.s~ ~ 'ss3 i.ss a.ia 5,5 ~-3-~ 3-ii -ss i.so / sas ias a.ia 5. 3d 3d i-31 -919 1.15 / ll0 1.6 4.9] T C~33 -9 1.N / 350 1.15 0.09 I 5-13 -181 3.1 / llI 1.60 0.]6 ' S-B -301 .15 / 9B I.6Y) YJ6 s-ss -ss a.sa / i.is7 o.xo ye q.q r-ss -3sa i.is / na .so o.n ]d6 1.60 / 339 315~ 0.15 8-16 -Ill 1.15 / 166 1. WE 0.1~ B-t] -1038 115 / zas i.co n~ro 4~-11 9-ll -230 1.15 / 93 1.69j a.a 11-5L LS-4 10" '15 8-8 i SHIP 1.5~4 I 4 i~ 3 i.0 ~ 1 4d ~ 3~8 5=38 3-0 5=3~ 3-4 4$ ~ m;s aes~o~ na.m on mom e~ad~y .vn~+•d B~ an. ~ono..;.a •~F~~Fe6n o R:2 88 10tl=28 10d~6 W:508 fi:i924 rc ~ z~.do" o-u- ~ xa-`a-~z U:-145 U:408 ua~iti av2nax{s) : ~ 1 HtiRl1RY CIfN'I'IFY"fllAl' I'HIS 3'I.AN.SI'Y~ SupOert Xain Mnd Non-FSnE i -~asle 97-0-0 ~ CIRCA710N,fiRRF.PORTw.~fiARF.PARF,D x~ uroo:b~i°-ss ~10 11 12 13 1415 16 77 BVAIERRIINUF.RAf'YO(RECSStiPBR\!IS10:~ in~. iruss ~s e.~;yMa usi~ m. 7-11d ~ 8-04~ 8-0-02 6-5-tU 6S'10~ Anlf'MHA7' I nM A -~1,V R.~S'Pr.xF.l) PRC} einp [nsoos~~e sPVest~i.w~eance r.am. = i.oo 7.ib4 16-0-0 240-12 30•8$ 37-0-0 FE5578\ALERCItiE~ L', Hf LjWS m..aa~. xex ua zone ORTN ST.CI"O' ' FA. xu..;eene/0<aan lie. - Ib Fxy eaxeporY ~ ix 91dg Lm CM1 W ft, B1dg YiEtM1 - w x.v~ rm~ neiync - i~.ei ri. ~yn . so iPI SwMaN Oe Y 0.~eC Lmtl ~ IIA P.f _ y o.:;~ as xef:~~ii~e der<e aesizairq sv:«. . '\N1' .U. Y ~ i:ieuxery ar z'°ri sorta~~9 ^ V N t '1~l: ~n.~}6S'rRA'tiU\ 30.86IA o0 TRUSPLUS 6.0 VER: T6.5.41 ~~ew~ ~ta~~~~ 'un~ s~wna~r~ie ~~~e~n~' `atMUxo e~~oe~v~°d~8~e a w°"~i Q°irJ m ~ oe~ 4,I'~8~2~07 9 I AUTOMATED Reed a71 notes on this sheet and gfve a copy of if to the Erecting Contracior. asc: nuw~EY B2o5 0 0 tm~a..q~rida~marnm~aie~m~~cmw~n~roiw..ywem. ameeeenm:e=~y.m`aiwme~W~n.~w~en~.nn«w. W0: Drive_S_m65200_L00005_]00001 UILDING a^^a"•~^~^"~°•~+~~~'^"°"'aivi.b'rcneeeqneemarm rn~~mmn~.wmd~aa~md.,~ia~~~eq. oM.~.e~. Dsgnr: MOB tlLC - 18 Wf: 295Y arv aw..xte q ~n. m~Y menrt.c~vw,wn,einvAV~~w~wo~ ~oteela~brt m.bu~l9reemk~v mun es.enemRa~~n. iaa. COMPONENTS NA4dm~~lYdody~mwlw¢¢wE~JnIw0lrgnrp+MM~~~IEYqm]aeMIMW~kNmeFp~elun ]MWrlp~cvnnalMlMWicbN TC Live 35.00 psf DurFacs L=1.15 P=1.15 ~mb.ha•=•aMin.Aawiaa.nwi~.re.~airoe=n~a.weimeviyemamManoa.n.u:mmeieneimxiry~=xea,.~~~mna~.~r Re Nbr Bnd 1.15 i+ ~ma e~ma.~.~am~~.~m«mwna~um.~m~.«nbreewaeudcW~n m~.mnro~emnanmiespa~.en.m TC Oead 7.00 psf P I00 Zephyr Avenue $Oflt am~m~niM++iu.s.u.mwm.mmmame.mew~..aisxearoraeuwaw~.na.wau~o~e.w. rmnm~e.mbb,m.xn Rep Mbr Camp 1.00 rn BC Live 0.00 psf Rep Mbr Tens 1.00 MOlIt7'052, MN 55363 entl0ra'°'"Y1~~'°°°°'^°"°°"^Fpip1°"°~"'"otl°nOY°`''°~maman~ryowoamw+...e.aea.wyaimnr~uewv.mi.~.~., g~ Dead 10.00 psf O.C.S acin 2- 0- 0 u+smair.wrcnr.waoal~m,~maams~su~e,mowo~~wnmma...~auaoixmcaavor.~rnsnrfmwwAnanors- P 9 PFIDNE: (800) 248-4041 ~esign Spec IRC (BG51103)ad EC81811MMqqY 9HEE15 b~ WtG eMTPI.II~e irvmPlala IMANa(fPI) 4 bcN~'1N g9 ~'pWM PNqlAtl~~ FAX: C763) 675-3522 Waw~n33i19.iro.UnMxnFOrtLVEPopwGtswWbnI~A101meIWe111H191~9mI.NW.OelW.WeeNrgloqINl'dNbB. TOTAL 52.00 psf DEFL RATIO: L 240 TQ L 24 a v z Job Name: BELL Truss ID: A13 aty: 5 JID: 304406 ~ BRL k-LOC REACT SIZE REQ'0 TC ]z/ SYF A/R-CAN Neb bre<ing re4uireJ at each loo<ion ahown. TMs design b~sed on chard bracing applied 1 0- 24] 2064 5.50" 3.24' 9C 2x1 SPf tl/!2-CAN ~ See standard Cetails ('i~D1~B]001-401 revl). per ffie following schedule: ° 1 36- 9- < 29p1 5.50" <.03" ME6 2x1 SVF !1/il-CPN Pla~ing apec : ANSI/TVf - 1995 maw o.[. from to ~ ° 9RG REQIIIREMENIS shmm are buetl OYIY 2xi SPF STOD-CAN ll-1, ll-d TNIS ~E4GM IS THE COMPoSIIE 0.ESULT OF TC 1~~00" ]-11- d Id- 0-12 ~ n the trvss material ac eacA bearinq 16-9, 16-30 MULTIPLE 1610 VSES. UPIIR RFAC110M(5) : Brq Reatt Oplift Peq'd Sixe 19-10 IF NANGfRS ARE ]NOIGTEU ON THIS ANMING, SeDVa~t Main tNna Non-Mind ~ 1 2061 -121 314 2x4 SPF C1650F1.SE 31-2 THEY ME &5ED ON 1.5" NNJGER NAILS WN 1 -123 lb ^ 2 2604 -36C 4.@' 1qq2BC trvss plate values are based an 1-PLY INO 3" XANLER NAILS FOR MUITI-PLY = 313 lb ieztinY aM approval as requir¢d by I6C 1]03 GIRUE0.5. IF 2.5" GUN N4ILS ME USED. TNE N1p-DroD : 0-1-1i ~ and ONSi/TPI and are eported tn rvailable HONGENS MUST BE REEVFWATFD (6Y OTHERS). TM1iz Vuss is desig eE osing ihe ~ tlocvnen[s such u IC80 A60I. Laaded for 30 PSF non-concurnnt 6GLL. ASCEI-98 Yi~ $pecificaiiw EnA verticals are designed tor axial loaES Or~img¢ nust be proWEed to avoi0 ponding. Bldp Enclosed • Yes, Inportance Faeio~ - 1.00 nly unlesz ted ot~erwise. Trvss Location ~ Not End Zon< NA% ~EFLELTION (span) : Exiensians abova or belmv the vass profile Nurricane/Ocean Line No Evy Utegory - C A L/999 MFM 1~-15 (IIVEJ lC 23 (if any) have been designed far laads Bldq Lengeh ~ 80.00 fi, B{dg MYdth - 10.00 ft o L. -D.II' P~ -010" T~ -O.I2" ;ntlicated only. Xorizon[al laads ap> Hed at Mean roof heiyh~ - 14.63 fe, ~h - 90 MAY OEFLECTIpI (cant) : ehe e~M of the extensions have not heen TPI Standard Occupmry• Oead Lwd - II.0 psf a L/3Z~ MEN ]6-19 (LIVE) LC 33 considered unless sham. A Arop-leg m an Oesiyned u Nain MinJ Force Resis~inq $ys[an m L- O.t3' D= -~.OS' T- O.It' ther~ise unsu porud wli nay <reate a and Components and Oaddiiq ~ anrcai xwesx FaR¢5: hinge effect tRat repuires adAitional destgn Tributary Area . 66 syft ~ ic cmo. ax. / Te~s. wn.. csi consideratian IM others). i-e -u S.ss / sss 1.15 o.ze R1qht Merhang(s) ae co be remaved. y~q.gp gy 70-0-D i-n -1~m S.ss / xW a.5~ o.n wERNING(5) WlY BE SXORTENED IIP TO 3" MA%.! o-~ -~nn i.ss i oa a.z oss REPAIR- BUifOM CHORU xA5 A BREAK AT ~ ~-s -1536 S.ss / Us 1.u oss Niqht Overhang $offit loadiip ~ U.0 psf QN ONE FAGE 18-0-0 IN FAOM iNE LEFT ENU. s-s -vw i.ss / ns i.s~ o.s> ~ 6-) -1913 1.15 / 395 1.W 0.35 ~-e -zz:o ~.ss ~ ass v.s~ o.e3 oT TN ~ o o ` A~L PLATES, UNLE55 OTHERWISE NOTED, hs -is~l ~.is / mr i.is o.~a ~1Y I Y v o e-ia - s¢ 1.eo / sso~ ~.ss o.ss W m m o b w MUST BE INTAR ANO PRESSED IN TNE ~o-oa i.ss / n i.ss o.es 3-17-1 ~0 ~I~ dlm Y m ~~F 'O m ~ o~ WIX1D PER TPI. • . ec cae. oua. / ruu. an. a: 3-11-10 a3 n J~ ~ m ~ v~ f a v~n a cv m v u-u -m i.eo / eoo i.~s a.s: ~ ' ADEQWTELV SUPPoRT 7HE TRUSS u-~ -ex a.w I i~~s ~as o.ss 7- 1 ' p~lfIL THE REPAIB IS COMVLETE. va< -ez i.so ~ ms 1.u oss ~ p 3 4 5 6 7 B 9 10 * p77ACH iHE SCAB(S) AS SPEQFIED 19-1s ~e~ 1.so / lss v.1s o.69 ssas -¢so a.so / v~~ i.ss o.se W/lOd ~N EACH SIDE OF THE BREAK. ls-v ato t.sa / ss~61.ss o.v ~ppp 40.00 •4.00 •(prITER 7NE SG18 ABOUT TNE PANEL. v-ie -wzv a.ss ~ ue a.w o.3: ie-iz - i a.n3 / n o.so a.n • D75TRIBUTE 'fHE NAILS EYENLY. w cav. oun. ~*cxs. ow. cz 5b 3~ 3d 5-5 1-ll -330 1.15 / ue i.so o.~~ 2-31 -lt]0 1.15 / U] 1.60 0.66 z-~z -v i.so i s~x v.vs o.u ru -n ~.so / ~sx n.is o.u 3~8 &B a-n -roi a.ss / wi a.so o.se -e a.w I 3xs v.u o.oe fd~ -19i 133 / ez i.ss o.i> qy~~ 5-15 -<35 1.15 / 125 1.W 0.<6 s-as -es i.¢a / ns a.is a.m 11- -8 1.5~4 1P -1 5-7 r-v -u+ vaa / ~es i.ss o.:z -W31.15/ ~53133 OJS i §'rj !-1] -llE3 3.15 / El9 I.CO 0.f1 I 93] -039 1.E0 /]~O 1.15 0.59 d_~~ 9-18 -356! 1.13 / 31< 1.60 0.6] ~ ~ wv -m~s i.is / aw i.w o.as ~ i ~ i ~ I 30-19 -115 1.33 / H 0.90 O.W Bd 3-g 5=3~33 3-B 5=36 ~ 36 1.54 1-0-0 ~ iod=zz w:soe ~-o w:soe iaaerz q:pp5q R2804 U:423 f Nh'.Rt;NI' Cl:NIIYT'IHAT'I'Nb' PI,A~. SPi: 1 tQ-~0 ~ 43-0-0 CIP3CT7lU V. UR REI'URT ~\'A) PREPAREP '11 12 1314 15 16 17 1B 19~ HYMEORGRU6RNl'u1REC1'SL'PeRVI510V 7-11i &0-12 8-0-12 B.3-E qI~ O1 g AND 9'NAl' 1 aM A. ~N R'IS1t:N4:U Play 7-17d 18-00 24-0-72 ffid-0 u+lm ~,.y fESCIO\:1LEAG~E L;. EL:1M"S b m d OF"fkl 1TA'P': ( '1',t. ~R' Apt.Y.._..__...._.. ~ 1~'f}: .•:i 1'NA'PIQ\'SO.P64X u TRUSPlUS 6.0 VER: T6.5.41 ~a~~a~p -~^^aessrw~+~~'taia H'j~Q~a. 'hq~' 20~).V~~~~~+^~ ~%Ra 4/18/2007 rt 8 rure ere mon a~s~~rePa~'vuo. ea om we vn u ors y AlITOMATED Raed a!I notes on this sheet and glve a copy o/k to the Erectlng Conhactor. c~sc: rwrv~er eaos W mear4nuia~~d'Mr.iw~w'mw~me~.+~mivw.~+.~. nxueeene.~~e~a.im~.m+~Mm.m,vernvne~m~w~. W0: Driv~SJ~65200_L00005~700001 UILDING ~e~. nwzms~.nnwanemwnnnalrierdus~e..~~w.ewe. w~womry~euu~eua~ai~~usiuw.~ ou~.wr. Osgnr: M06 MLC = 23 Wf: 325Y °o COMPONENTS •"ww..mwnr~n.~wMnm..nw~.+~.~aweuava.w.~om.mnwa~.~n.wu~ea~q~.mVae<.n.Fiw~m.mm m ,mud,nwes+y~m.+>a...a~roe.aire~.~w+.sw~.~~~n~aemm.wmoweod~~m.a.qnm+u~..ibiu.ko~ TC Live 35.00 psf DurFacs L.1.15 P-1.15 4w«ebdz.ahunmeivicaa~~+9e~en..mmndvaVeewybacaeh'eMb~~nerw.uiasiMmea+0.uwndnel.i.a ReP W~r Bnd 1.15 reiea a~a.arow.n.m~mw.i.cwna~~.mmn.s..~Ya,•nc.euc~nbVn mvamomawar~deeoaea~n.m TC Dead 7.00 Psf ~n 8C Live 0.00 psf Rep Mbr Caep 1.00 i 100 Z2phyt' AVenue SDUt a..+~m.n~x.~ n~a~..in.~w+~~We.mm~x..~dm~.ea~ax.~m>o.w.~wq.i.~o.a~r.eroaa,n.~m.,ewen cn MOl7Yf'052, ~ 55363 °"aere0i1^~°'^1p~"°°`°^°'°'"^^'^°~eia.n~awbr.•.biM.~aomi~co.wiwm~*mixd.uouwiiramr.~wei.ww.m. g( Dead 30.00 psf ReP Mb~ Tens 1.00 a PHONE: (800) 148-4041 •^"~"'~r.'vro'r.w°"r~"a.'n'an""tia.~wen~'.x~o~.w+i...'eunoinocw.sa+~r+rs~e~rrzrow~unaa- O.C.SPaeing 2- 0- 0 leai~m~wecsisin.wunve~~eiwru.ern.m.t„mawimu.Rnleim.imnseaoowroon.s.waam Desi9n $Pec I0.C FAX: (763) 675-3522 v.s.oon.nxn+s. me4.e~~F«wwo.w~A+.a+~~1~N4~~mai++i+~mna~.a.rrn.w.eoo.wnr+~punocwnx. TOTAL 52.00 PsP DEFL RATIO: V240 TC: L 24 a v Job Name: BELL Truss ID: A13 Q: 5 JID: 304406 ~ BRG %-LOC REACT SI2E REO'0 TC 2z< SPF Nl/Y2-CAN 'Ieb brednq reaW red at each lowtian shown. 7his design based on chord bracing ap0>>ed rio 1 0- 342 1061 S.SO" 3~2<" BC 2x< SPF il/~2-CAN ~ See standard CeUi75 (TX0108]W1-001 revl). per the folloving schedNa: o ] 36- 9- < 180C S.SO" 4.07" NE8 2~9 SPF il/i2-ClJI Platlnq soec ~ NlSI/rPY - 1995 max o.c. from m , r BRG REWI0.EMENfS shwm are based IXiLY 2x< SPP STUD-[NI 11-1, 1]-8 TXIS DESIQI IS 1HE (DiPOSRE RESULT OF TC 2{.00" 1-11- G 2~- 0-12 on ihe vuss w~erial ac ea<h bearing lb-9 16-30 MIIlT1VLE LMO UlSES. UPLIR REhCRON(5) : Ary React UpHft 0.eq'd Size 19-1(1 IF HRXLERS ARE INOICATED ON THIS ONAWINL, Support Main M1nd Xan-Mtind ° 1 2064 -lIC 3.21" 2xC SPF C1650F1.SE 71-1 TXEY ME 6ASE0 ON 1.5' HFNGER NAIL$ Fqt 1 -173 lb fD. 3 E806 ~3<f /.02' IRC/IBC trvss plate values are baseE on 1-PLV ONO 3' NPNGER NAiLS FOR MIILTI-PLY 3 dC3 lb 2~siiny and approval u reyWred by I8C 3I03 GiRDERS. IF 7.5' GIR! IUILS ARE USEO, TNE Nip-Drop : 0-1-15 y and ANSI/TPI and are reported in available IWlLERS MpST BE RE-EVPLVATED (BY OTNEPS). This tmss is tl~signe0 using ffie ~ dacunenS such as I~0 t16p]. Lwded for 10 PSF nan- o cvrrent BCLL. ~SCEJ-96 Y1M SpeciHcrtion EnE ve~ticals arc EesiqneA for auial loaES DraSmge must be prwided to avoid D~ding. B1Eg Enclased - Yes, Impomnce Faceor = 1.00 only unless noted offierxise. Truss Loution ~ Nat Entl 2ane MWi UEF~FRifM fspa E:tensions abave or below the iruss D~o41le Xurricane/OCean Line ~ No , Eay Gtepory ~ C T l/999 MEM lOdS «1VE) LC 23 ;if any) have been desiqnetl tor loads Bidg Lenqih - 80.0o ft, 8ltlp Widffi -/0.00 ft A L= -0.12' D~ -0.30" T. -0.32" ~diated only. Horizon[al loads a0V Nad a< Nean roof heiqht = 1~.82 ft. vph = 90 INIt OEFIECT10N (cani) : the enU of iM1¢ exttnsiens have not been TV1 Standard Occupanq ~ead LoaE - 11.0 Dzf ~ L/37a ME14 18-t9 (lNE) LC 33 considcred unless sham. ~ drop-1eg to an Oesigned as Main Wnd ~orce Resisiinq Syst¢n m L• 0.73" 0.-0.05" T~ 0.18' offierwise unsupporteE wll may creaie a anE Cortyonenis and QaCCinp n cp~~i(x ~e[x vw([5; hi~ge e}fec[ thai requires additional design T~ibutary Area = B6 sqft T( CPV. OYR. / TEVS. pW. 63 COI15~ElYdfion (by OMlrS). ~ 1-I -!1 1.II / ll6 1.15 0.36 Rlght Ml~h2~9 (5] d~! lIOS t0 b! rmwed. -1~n 1.D / iea i, o.zs pyERNRN4(5) M4Y BE SNOIRENED IIP T(1 3" MX.1 REPAIP- BOTfOX CHORD HAS 4 BPEAK AT ~ 3-~ -llM1 1.S / 3~3 3.6 0.55 ~-s -ss1s i.is / ¢va 1.50 o.ss 0.ight Overhang Soffit loadinq • 0.0 Dsf 1-0-0 IN FROM T11E LEFT END AND 18-0-0 ~ s-s -vw i.is / i.sn o.v 2X4 #2 By 70-0-0 IN FROM TNE LEFT ENO. A 6J -19i3 l.]5 / 393 1.6U Od5 ~ )~e -um a.~s / 3v 1.6a a.e3 o N ~ H ALL PLATES, UNLE55 OTXERYRSE NOTE~, e-s -isn a.ss / i.is o.m 2X4 #2 By 8-0-0 , Y m m y m' O CE y s-aa -~n s.eo / vw i.ss o.ss , N y m MUST 8E IIIrAR AN~ PRESSED IN ll1E w-oa o i.ss I s> >.is o.3s ON ONE FZI~~ i~ e g ~y r~ Cl F N ~ N~ 1~ N b N W O Z3 W O BC COIV. WP. / TE~6. WR. CSI '~j.~~-~O 0 0 . N W000 PER TPI. u-i: -s~ i.so / eoo i.i o.ez * F~EQUATELY SUPPO0.T TtIE TRU55 1E-13 -8E 1.60 / 3E 1.13 0.69 l- -Q • ~ ¢l-1~ -az i.eo / in¢ i.1s o.ss ~ p 3 4 5 6 7 8 9 ~p UNTII TNE REPAIR IS COMPLETE. i~-i~ -u i.<o / ssss v.ss a.ss ~ ATTACH 7HE SCAB(5) AS SPEQFIED u-is -sso vw ~ ss.s }.ss o.ce u-1r -sso i.w / ss~a .u o.sr W/lOd ON EAOI SIDE OF THE BREAK. v-~n -~a311.15 / <se a.co a.3z 10.00 -10.00 -0,00 ~[E~TER THE SCAB ABOIIT THE PPNEL. 19-19 -33 1.33 / 11 0.90 0.3] we cmv. oux. / teru. oux. csx 5-5 3-4 33 5-5 ' DLSTRIBIITE iHE NAILS EVENLV. 1-ll -330 1.]5 / ]111 1.N O.N :m -in~o i.ss / m ~.u o.sa i-u -ss i.w ~ s+: a.as o.aa a-u -n l.so / zz a.as o.II ~-iz -evi ~.u / ~oi i.e a.se 3-B 3-6 d-II -B 1.f0 / 325 1.15 O.OB 5-l~ -191 1.33 / 96 ].15 O.ll sas ~ef a.15 / us i.eo o.~s 4-8-11 s-u -es ¢.so / ns ¢as o.ss 11•5~6 1.5-4 10- -0 ~as ~1~ 1.33 / ies ~.ss o.n ~ )y] -Hl 1.15 / 153 l.)3 0.35 &1~ -lld3 1.15 / 239 1. ~.52 5-5 9-1) d55 1.E0 / E3E] 145 0.59 4_~~ 9-18 -ES6l 1.15 / 3]9 1. 0.6] ~ 3..8 T ]O48 -10)9 l,li / <91 ].60 0.85 10-19 -115 1.33 / Sa o.90 0.03 1 4-4 &8 S~ 3-d 9-B S~B 4~10 3~ 1.5~4 1-0-0 B2 10d=12 10tl=12 10C=22 10tl=22 W:~B ~-0 Bi R2804 ~ W:506 ~ U:~ IHt:Rr:NI'C6R'I'iVY'fHAP'PHISPl.aN.$I'1: R2084 ~ q,q,p.p I ' OIFiCAT10\,ORREPORTWASPRF,P.'U2F.D Ui7Z3 ~p 1314 75 16 fl 18 19~ BYAtEORI~NUfR\fYDIRF.CTSGP[RYISIOS 7-073 ~ 8-0-12_i 8-P1~ &3d q~ ~ g pSD'1'HAl' I AMI A :t.Y N~ IS'1'gRI:U YBfM 7-11~ 16-0-0 24-0-12 32d-0 ~q ~ ry~ FESSEON:\L EtiG NE' L': ~ t1E LutiS OF'TN'SPATEO ' ~ TA. . '~NY ! UA,YCF`1' ~ ,'(Y, p/ . ~$'1'MA"1'll).\.\U.N6J8 ~n TRUSPLI75 6.0 VER: T6.5.41 ~we~f~a~e1ar~ ~r~sssF~e~aB ~st~b~uve~~n~ aex~l a par~id'o+e~i~e~°e~~`u2u~ral ea(oe o' ~10/ZQO7 v AUTOMATED Read e/l notes an th/s s(~eet and g/ve a copy ol tt to Me ErecHng Contreetor. ~ust: MnNLEV enos o me0wp~bbmiidaMwlOWWqwmpw~rirotomMm IiMSbnESwEmapeeltaibupvMtlqlMmryv~tm~~ukeuwr W0: Driv~5~n65200_LOOOOS,OOOOI a UILDING m+eaMm~+.«,~ro~...~.am.mi,m~e.y~a.~e.w w~~.mre.s.~.at>u..~~.i~..r. am..a~ o COMPONENTS '~"'eo.qmwey~nemm~.M~..,,~,n.Re~sa.emauqarwvww~.erceuw+in.wiu~vevPwmw.:.w.nnin.n~ D5gn1': M09 7LC. 23 Yf~: 325i o mm..ewmeaW,mww.a.sau,.a.aire~mw..aarwwuieuiwrvcoaaeiau,.wmeum.wiiwia~. maa.ao~.n~rnmireimemm nwseipa,aawwnaanoo.~a~+wnawnaobmmi.nym.~.aerenye.n.m~mn.miammrym«n.a, ~aowwnnw TC Live 35.00 psf DurFacs L.1.15 P=1.15 a~,b.mu~aia.m.cmiam~w~.~,m.mw.a+rm~.ee.eueianvwron iw.m.wwnwnm~e.mc.n~.n TC Dead 7.00 psf ReP M6r Bnd 1.15 °e Rep 19~r Canp 3.00 i 100 Zephyr Avenue $OUt en.~sniM.i~.m.momun~uwac..Wem.ce.aim.aa,aueaar.maµwmmm~ FWkal~.lerY4MN BC Live 0.00 psf MOlIL!'052~ MN 55j63 °"°e~.m.i~m...ew2..nn~ro~o~o.i,y.e~aew~.wu~.~ecwn,yomnw.pora...isa...a,yvi~l~wanw,., Rep M6r Tens 1.00 a PHONE: (80D) 248-4041 'p"sunir,wrur~weoe~~cw~nma~neasaimbo.:a.w~..,eimx~.eunoirxiim,warertra~ve~vr~omnmrou~ BC Dead 10.00 Dsf O.C.Spacing 2- 0- 0 „ (BLSl1ai)eb9C&&AIMMY9HFET9eyNTCAatlTPl.ineiiunOhbwNINe~IMJNI~~etlet66t0'GMMQivaNeEisn Desi9n SPec IRC FAX: (763) 675-3522 WIwMnA1~H TeAmebnPo~WerdPyo-AmdMkn~/rFPA~'v6esINe1111119G~SYSY,MY,Aefm,We>8qbr~M.'MCi TOTAL 52.00 psf DEFL RATIO: L 240 TC: L/2 a v Job Name: BELL Truss ID: A13 G1 : 5 JID: 304406 ~ BRG x-LOC RfAR SI2E REQ'D TC 2z9 SVF ri/R-CAN Yeb bncing reauind at each lauaim shoxn. This design based on <hortl bncin9 applied iv 1 0- 2-11 ]O6< 5.50" 3.31' BC 2x< SPF il/t2-GW ~ See s<anda~d Eetails (TX0108I001-001 revA. Oer ihe follaWinp schedule: °o 2 36- 9- I 2900 5.50" 4.02" WE8 3x4 SVF all/R-CAN Platlny spec ' PNSIRPI - 1995 nax o.c. fran to - ~ BRL REQUZREflEYTS shoxn a~e bucd OkLY Zy3 SPF $TIID-CAN ll-1, 1~~8 TNIS OESIGN I$ TNE COlAPOSLTE RESIILT OF TC 26.p0" ]-ll- ! 2C- 0-lI on the trvss qierial at each borinq 18-9 18-10 MULTIRE LOND GSES. ~PIIFT RFACIlONIS) : o Bry Reaci Oplfft 0.eq'd Size 19-1b IF NlWGERS ME iNDIGTEU ml TNIS ORRMiNG. $uppo~t Nain Nfnd Nan-Mind ~y 1 206~ -124 3.N" zy1 SPi C1650F1.SE 11-2 tNEY ME BASED ON 1.5" XNlGER NAiLS PoR 1 -II3 16 ~ 1 I80~ -3<~ a.OZ" IRC/IBC truss O~ate values are 6ased on 1-PLY AND 3" NM1NGER NAILS FOR MULTI-PLY 2 -3{3 16 ~ [esiiny d aDVrowl as r¢QUired by IBC 1]03 GIROERS. IF 2.5" LUN NAIL$ ME IISED. TNE Nip-prop : 04-15 anG ANSI/TVI and a eported in available IWlCERS MUST BE RFF/Al0ATE0 (BY OiHEPS). Th~s iruss i designed usinq t~e ~ documents such as tCRO t16W. Laaded fo~ 10 PSP nan-concarrent BCLL. ASCE]-58 Mintl Spenficatian End verticals are de5lqrrtd for axial loads Orainage nust be proWded to avoid pondin9. Bldy Endosed • Yes. Importance Facior . 1.00 only unless nateA othemse. Truss Locatien = Not Entl Zone Nu~~i[ane/OCean Line ~ No Ezp fite9ory ~ C Mrix OEFLERIINJ (span) : Exrensions above or belw the iruss oroHle B10 Lm [h . B0.00 ft, 9~dg Midth . CU.00 ft A L/999 MEM 1<d5 CLIVE) LC 13 (if,any) have heen ee:;on<e ro~ loeES 9 ~ o L- -0-1Z o- -0.10" T- -D.12' ~nCUated oniy. Norixontal loeds appi5e0 at Mean roo he5 M- 1~.82 fi, mph = 90 2 MAII DERECTION (cantJ : the mE of tMe exTensians have noS b¢en TPI Siandi~d Sccupanry, Dead ~oaA - 12.0 psf T l/324 MEM 16-19 (LIVE) LC 23 considered unless shaun. A Arop-leq [o an D~siqned as Win Mintl Force Pesisti~g Sysiea L- 0.33" 0.-0.05" T- 0.18" otherxiae ~ u oe~xca wall my cre~u e and Componen<s and Qadding ~ qxncu eFleu Rn[fs: hlige e4fe¢StRat requires aAEitional design Tr16uUry Prea ~ 86 sqfe rc cav. a. / iFi¢. wa. ax consi0erat~on (by others). ~ i-x -ev l.u / sss i.is o.xs Riqhx OverhangO re not to be ramoved. ~ i-a -ass 1.n / i6v 1.e oa5 pyERNPNL(5) MAY BE SNORTENEO IIP TO 3' FUX.! REPAIA- THE 60TTOM CXORD HAS A BREAI( n-a -iwi a.ss / zaz i.w ass pa pow UN~ER THE PLATE AT JOINf 17. ~ ~-s -ss~ i.1f / ne s.w ass Righi Overhang SofHt loadinq = 0.0 pzt 7f7&n.OSBAPAS nRaletl2NlBEe ~e1-24"x48" S-6 -llW 115 / m i.a o.n EAC FCE A sa -ssza 1.u / :ss i.u o.as p~~ PLATES, UNLE55 OTHERtlISE NOTED, ~ ]-B -2320 115 / 313 1.N O.J3 O N N -s -yz3 i.ss / nm i.ss o.ro 1a TI q o m o q H q MUST BE INTAR MlU PRESSEU IN THE s-w ~ a.ao a.ir o.ss &11-1 ~0 ~I` ~I~ 4~m !~v ~ m Y '^i~ ~ 1Y000 PER TPI. yo-lP D 1.15 / 53 1.35 0.39 ~ tV ~p .3-I~-~O 1~ N ~ N N V N Ol S t'! tS ec cmv. ma. /*EUS. oue, cu ° ADEQUATELY SUPPORT 7HE TRUSS v-u -sr i. / ~ i.is ez 4 UNTIL THE REVAIR IS COMPLEfE. II-l3 -Bl 1. W/ L36 1.15 0.69 ' v-ia -ez t.so / i~ns v.vs osa ~ p 3 4 5 6 ~ B 9 10 ' APPLV GUSSETS SXOWN WITN THE NAILS ia-15 / isss l.is o.ss SPECIFIED PER GLSSET. ss-i6 -aso i.sa i isas i.ss o.6e '~IE NAIL$ MUST 8E EYENLY DISTRIBUTEO ic-n -sso i.ca / sws i.ss os~ ~p,pp -10.00 -4.OU v-ie aon i.ss ~ we i.ao o.az THROUGNOUT. ie-i9 -z3 i.na / v o.so o.n ~_3,~ (EMER THE LUSSET(5) IF TNE xe canv. wa. / Ttxs.~ow. cn 55 3d 3-0 5-5 SPEUFIC PLACEMENT IS NOT n-u -3~0 ~.ss / ua ¢.50 o.a SHOWN ON TXE TRU55 ]OINT(5). z-al -lBlo l.ls / ss) 1.60 a.66 z-iz -ss i. / s+z i.ss o.v ~BtlTVP.) a-u -ar 1. / azx i.ss o.ss 3-8 ~ 0-]3 -091 1.15 / ]O1 i.fA 0.98 a-i~ -s n.eo / rzs .ss a.ac d-6-it s-ia -iw ~.33 / as i.ss a.v g-0.p sas -~3s i.is / ur l.w o.~s 5-7 s-ss -ec a. / ns i.as o.as H- 6 1.54 10- ~1 I-13 -<11 1.! / l15 1.15 O.II ~-n -wz i.ss / s: ~.a3 o.~s ~ 55 9-31 -ssN a.ss / il9 3. o.sz s-v ass i.w / xee~ i.ss a.ss 4-1~U-0 fi ~ 9-]e ~3541 1.15 / li~ 1. a.61 30-18 ~lOl9 1.15 / ~H 1.f0 0.lf 30-19 -115 1.33 / H 0.9J 0.0) ae s--~s ae sa-s a~o a~ ~.u 'oo e~ ~ W:SUB ~g 6-0-0 R:2064 19 U:-123 1 HENF.6i Ck:R-I'IMl"fNA'1"CMI$ P1.4\, $Y!:- 7~0 ~ q~~.p IIPf(:171U~.OR RLM)12T N'AS YREI'AftP:D 11 12 1314 15 76 17 18 19~ BYDtEONGnDENT7YD7RECT4CPEkVI\IOS 741-4 8-042 8-0-1_~ 8-3-4 oe 7Im ~4q AYU'1'11a1'IAMA 'I.YN 'I$PF.Nf:IlPRO. ]-11-4 1&0-0 24-0-12 92d-0 W:50B I w,.y FESSIONAI E~G NE ll 'HE LA~PS R:2B04 a m ~ oY'fF STAP'O' ' TA. U:-393 ~ y \Nl' D. Y ~ wT~F: p . 1V'fR4'19ry1 W.R6JN ~ TRUSPLUS 6.0 VER: T6.5.41 '~iu~ ~eR.~e~nw unie~ar~.m~n •ieqie •'rt,~~a r•~~' r.ix2o~1 o~r~~~~~ ~~Spe y/ip~20~7 r Qy ~p qyy~ ay e. es esm snc aa " y AUTOMATED Read al! notes on fhfs sheef and gtve a copy o/R to the ErecNng Contrdetor. Cust: MANLEY BROS o ilvJetiyiMb~en4dbbwlWtlN~qearpenNrtlv~ryYan4leeleenMetlanympWlbmpq.Wlb)IM1~wmpanMmmMeelurcr Wp: Oriv~S_m65200_L00005_100001 UILDING ,maa,.n.~m~..~u,m.e.,.....e.d,oiwurnaamw~e.n. r~„~md.~.~.eaam.m~.i.a...w. om,.w~. o Dsgnr: M06 MLC - 23 4ff: 325# COMPONENTS anleLeMlle16y1Mwmµwr~mwtadu~reNWGnHupMflg~wGMbleMU~snTMM&6NOwqwmu~aaMb~YNNelro3i o, wn'weo.uva..q~~ai.c..ainewr~qi.w.mMU.wweiweiro~emm.ronw~e.mooumn *n.emanwwm.ttnm.wanom TC Live 35.00 p5f DurFacs LQ1.15 P~1.15 emehamMU,.Amarcwa+dtoa~am.ecaemwee:em.Mm.eeeM.nyawvn~arwwia~wenew4 u~am.~w.e l'C Dead 7.00 Psf Rep Mbr 9nd 1.15 MN AxM1iuNrmibYienlrVl~d~~^W~~smaiMS~vM~o'WnOUCIR9W~.TweanO~~tlW.otMWuEF~nY ReP M6r ConP 1.00 ~ 100 Zephyr Avenue Sout ern~~+iw.~niur.u.~u~na~.Mairo.~eiee.v.a+vxew,,..w..e~ino~o~ ~~•~~.~~s~~ BC Live 0.00 psf Rep Mbr Tens 1.00 m .roe~. uo~v.e..ma.r~e..anc.awn.ew.mmx •.b`+.m em:amew~nr...o.n...mwnimm rm.wei ai.~.~a ti Montrose, MN 55363 BC Dead io.ao vst O.C.Spacing z- o- o PHONE: 800) 748-4041 '~'"sur~r.wrcnr.wWerN..~iam.m.awmroor~w~oeiu..euuarucwva~xrarrE*ri~auutror+~ C (BCeIIN~srN9CBIW~YS~EETB'qYrtGad1G1.TheTwfl~iciMX~na(mpYbu~aEn~9DV4~loDiln,M~leon. OESlglt SOQC IRC FAX: (763) 675-3522 'Mmd~Rti~9.TM~msie~nFOMertlPyrN¢a~lm(AFP~)I~kwl~p~11f11f91~51iM.,NYl~9bYa.WaeM1Y~oAUC8NR6. TOTAL 52.00 psf DEFL RAT20: L Z40 TC: L 29 s v Job Name: BELL Truss ID: A13 Q: 5 JID: 304406 A W 0RG %-IAC qFACf SIIf RFU'0 TC h< SPF tl/RiAM ~ Md h~a<inq rtpubed i[ <a[~ lo[efion slunn. TM~ tlU19p GfeJ an cM1ortl beacfry ippHetl N I o. i-1i 3p61 S.so" ].xa" BC H~ SPF tl//iiA4 See svMVG Oetails (TID101)OD1- 1 I6 9-? 28M 5.50 ~.R ~ 3x~ SOF Il/13-ClY 001 ~e~. pe~ Ne fnllqNiq ~cMEUI<: p EA4 IIEWIAEII[MS f~wn are bafeE qILY MI SR 5116W1 ll-1. 3)-G G1aHnp spe[ :.WSIRP[ - 1995 e fll- ~ 3~ ~0.II TXIS OESId SS TNE OFPaIIE RE50.T OF TC II.00' - ~ on lM1e Lrxs~ mrte~i~l a[ ea[F beenig 16-9, 1l-30 00.IR FFARIplfS) : 9p 0.eaa Yp11fr Fty'd Sii[ 19-Y) I'IILTSPtE L0.W 45F5. suPPOn Win MnE NOn-M1na 1 i0W -II~ 3.N' h~ SGO CI650F1.SE 11-3 1i IVNUAS APE IN~IGiED Q! TIIS MlMtNG. 1 -113 ib ~ iI1C/IM cruss 01ate v~luvs an bssW m TICY ME 9wSFY d 1.5' NYILG W~ILS itlt 2 -Hl lb E ]eW 3H 1.Ot' ieni d aOV~'~1 u rquieM by I[C 11W 1-RY RO 3' My14EA IVSLS iQl NLLTI-RY Nip-0rtq : 03-D M IN~IRPt md are rt te0 1 ble Tp5[pj ~~MinE SpN ffn[ion do<unirts iu<h u IBO ~160'!. av~i • L{PYEPS. IF 3.5' GIM H4IL5 ME USEU, TXE ~ Aa EM Yertfola erc tlesiqrcE for uial leads iMMGfl15 MUST iE REEW~WnTFO fBV OltlFPS]. B1Eq ExlmeE - xes, Inporunn HcWr = l.oo ~ lY anleff [M otAetv~u. LeaEH }w SO YSF nOn-ten[u~rtni BUI.. TNS~ locatlan . W[ FM EoM Ex[an~lanf apove a brls [lie triuf Orofile prainaqe wit !C D~~tlM [a mi0 pondf~q. Bidp~Lmyt~M1 .~~lDj00 1[~B{E9 ~a~~~p~~ h ( f myj haw been a.s~o~.a ro. iaa. M4%DEFIfCllpl (slW) : iMtoad an1Y. Xxlxwul 1eWS +DytieJ M~n rmf biqM~ 1~.!] h. WM1 • 9] Ne ma of tM e+duia~rs Fave not b~n t/999 MFII U-15 (LPiE) LC E3 TVI 5[xdaM Ocaq Cy. R~tl Lud .]3.0 ps} T L• -0.12' p. -010° T~'0. atEereE uyleis aFUn. > Irop-0ep to an pefipnN es Wiv ViM Fone Plsirtiy SYSd~ A OLM1~M541 pORN M1M1 •Y a itt i E twoonen~~ .~a n.aa;~ o W OEFLfLiIq (un[) ; Myp lMOR tR t/epWres ~fGitionel Eesipn Ttlbuta M!a ~!B a~ l/3N MHI 1!-yq (IyVE) LC }3 1G~~ation (W et~m~. ry ~ 1 L= 0.}3' 0.-OAS• T- O.ll' Pigpt Q<rNq f) an . ro ne ruevm. 2X4 g2 B 4-0-0 SCAB a wERIW1G(5) INY BE,SIYFfEMEO YG TO 3' IN%.1 Y ~ unICx npB[a mcES: xiqM w..M1.y sorn< loaainp _ o.o p.t REPAIR- THE FIRST 3-0-0 (FROM THE ~ ~c cav. wA. i 1exs. oux. ar ON ONE fACE LEFT END) OF THE epl'TqN CXORO NAS ~ ~-x -v i.ss / ssc i.n oas z-~ -usa i.ss ~ sss ~.m o.:o VANE FOR nBWT HALF THE NEIGNT OF 3-~ -IW11.15 / 3<S((1.60 a.55 TME ~~p ~ 9-f -3316 1.15 / 3]6(1.60 0.f9 f-6 -03W 1.15 / SRsa.w asr ~ i e -zzm i:ls i 3usii:w a i3 ~~~~n. OSB APA Spen Rated 2al18 E re i- 36' ALL PLATES, UNLE55 ~TNERWISE NOTEO, ~ N e-s asn i.ss ~ ~o~ a.ss o.oo MUST BE INT0.R AND PRESSED IN THE x s-io - ss y.so / ssoa€i,15~ o.vs ON E~FI PdCE ~ q ` m v m o q a ~ q WppD PER TPI. W~? ey Y d~ m-o~ a v.ss I s3 i.is o.3s 1~10 ' ~ ~ Y b W ~ ~ Y u~ 4 ec raP. ow. / rzxs. cv 3-71-10 m ~ N^~ ~ m ~ N v H b c~ d~i m e • ADEQUA7ELY SUPPORT 7NE 7RI155 ss-u -sr n.ca ~ eoo i.a's o.s: fIMIL THE REPaIR IS COMPLETE. iz-aa -ax i.w / i~as i.ss o.cv -11-0 . - n-~a -az i.so ~ ia3s i.vs o.sa ' CIR OUT THE ORIGINAL 80TTOM CHORD uas -es 1.w / uss i.ss o.6z 1 2 3 4 5 6 7 8 9 10 AT 7-0-0 IN F0.qN THE LEFT AS SNONM. isas -i i.so ~~sas i.ss a.ee * LET IN A NEM 2 X MEFI6ER AS $PEQFIFO. ss-n -ssu i.co / ssas i.u n.n 10.00 •10.00 -0.OD pT THE ein'T ]OINT: vae -~nn i.ss / asa a.w a.~ Al'fACN A 2X SCAB MEMeER AS SPECIFIEO u-i9 -:e ~.33 ~ ss o.m a.:~i ~e cao. ww. / TE~. oa. cu $-5 3-4 3d % CE17~ER THSS 5~6 ABOUT 7HE BNTH OINT. i-ss a~o i.ss / ve i.sa o.u :-ss -inio ¢.ss / in i.so o.ce AT THE HEEL: :az -ss i. o/ uz i.ss o.v 3-u -n ~.6 / +sz i.is o.a • APPLY GIl55ET5 SHONN MITH THE NAILS ~-u -en ~ns ~ aoi i.so o.se 3-B ~y AS S7ECIFIED PER GUSSET. THE NAILS ~-u -e ~.eu / 3zs i.u o.oe s-i~ -is. i.~3 / es i.ss o.v MIIST BE EVENLY DISTRIBII~ED 1NROUGXOIIT, s-is .ss n.vs / sss i.w o.as 4-6-11 s-ss -e~ / ns n.ss o.v 1,5-4 70. q 5-~ ~-ss i• i.as / aes i.is o.xx l-D E~1 1.1s / asz 1,31 o.as a-D -llD1 1.15 / ii9 1.60 D.53 ~ 4n - ss ¢.so / xaeo i.1s a.ss d(8d 1'YP.) ~5 s-i= -asu ~.ss / si~ i.[o o.s~ ~o-i -a» ~.ss ~ ~s~ i.m o.es 3t+ I L~39 -ll5 1.3 / N 0. 0.03 q-q 3~8 $=~-B 3-B 5=&6 41D 3~ 1.5-4 1-0-0 7-0 9-4 gp 15 W:Spg 6-0-0 10tl=11 10~11 R28~4 U:343 f HY.Rk:fl\' ('.f:Nl'7Y\"1'NA 1'l'1115 P1.4N~ SPF? g~ ~~p CLEANBUfTJO1NT ~ (11FIOATIVY,ONRF.IT]Ni'N'ASPRF,PANE? ~,5~ $Y FtE OR GNDEfl D71' DIRECT StiPERI'IAIO\' R:2084 71~" 12~3.14 -0~1_~15 ••_~fi .17 v 1 4o ANU"P31AT1,11tA. ~-1.1'R 'IS'R:Rt:11PR(]- U:.123 74 3 18-0-0 24-0-12 32-4-0 ~p m EF.SSION:~6 EtiG ~Ef U_ HE LA~YS 2x4N28y7-6~lETIN a n olTH 9Tqi€b' . TA. _+1 \RY D....._.., y 1YATT.~ •_.a51'Ra97q:Y.yO.NtinB ~ TRUSPLUS 6.0 VER: T6.5.41 ~msmre~~~~ u~ sl~e~me ~1~al~we~n4~' e~ roa~v~di w~i s~ ee me 4~10l2007 v AUTOhfATED Read e!! notes on ffiis aheet and glve a capy of 8 to the Erecdng CoMractor. ~usc: wv+~er ertas o UILDING ~~°ewannm~annmuwewu~~yrwn~ei~m~p.n. n~eaee.~eereen~mm~w.Pwe.ebu~~.iw~~~w.n~ WJ: ~riv~5.m652~ 100005_]00001 ° eNEeroFm[rc~flrcewIlM1lMwnu1vvapmdlPlaMAFGPLSqgnfleMeNS Noreq~upMyNwurMlmCYnqnAwlemurecy, PnivYM~ o COMPONFNTS WbMw~fppbJlMen~vq~imn~mluw»4nWi4pbqp0~b4Mmhn ThoWM1BQG~psiFJlYf}YInIMIMbtG~ 059nt: MOB #LC = 23 Wf: 325Y ~ JiAW anV4 tlsvp~mr~a mmf IM 4vJYqMyW b~~M b[elEWtlhpreNartlNe qrlUWre{qblbn TNa WeqneeimrMelMfapelpq bi.m.~+Wbrecmquwmclorlbo~.MeiM~qemineeenrmaaraiaxieniyeAwaq.Iqk~notrvrq.e~eblNrcihaimohq rni«ar.~wx TC Live 35.00 psf DurFacs L~1.15 F-1.15 mi.a. amrauae.m~atwai.uawmnm~e.~ernems~sx.amm~.euc.eucurorqn mem~e~,.rw.n,ae.q.~.en.,y TC Oeatl 7.00 psf ReD Mbr Bnd 1.15 T 100 Zephyr Avenue $Ollt m.w~„x.~oaw.m.~~.mne~eein.v~aeoair,teme~umm~e~pneemm~ F.e~yromawn g~ ~{~e 0.00 psf Rep Ibr Comp 1.00 ~ MOI1t~O5E~ MN 55363 en°a'°`•'~'~"^'°'^°°m'°°rc•""nm.mievn~w~m~~awm.~ecureryoa.na.Ponrewiee~.u~mi~r~,...i.mn..n. Rep A9~r Tens 1.00 ~ PHONE: (800) 248-4041 ~~"~"~~~.'"`~'•-Wae°~°"°~"`~O~N""1eB1en°0"°Y°'A'mp1WbYU~reuuauaw~rorrwrencervwson~u~nae. BC Oead 30.00 Psf O.C.Spacin9 Z- Q- 0 recs~~mla.e•acsswwunrsHaarseymuabmn.rwevwm.ena.~rvpeamimnmoa~omew:~use~n Design SPec IRC FAX: (763) 675-3522 WixmY~6T19.TeHnarinnFeMWPopetPmoblim~AFPybbulelel1111181~&mq~MY~6HBYJ,Watliqlrc~CC2C0.1'B. TOTAL 52.00 psf OEFL RATIO: L/240 TC: L/24 ~ ~ _ LL XI~ IIlYW16PNN1ED ~I~ T LLL~RtlM~CNPWR~9,0 ~ o-N~$FISJ'iHA~•f(~E ~ H'£lM9WKiPY59IXL3VRYiafCR ( ~ a~.m~~auwwrmr.r~suieu~ °o ew,cwoxmearce~uau~m _ _ _ ~ .s~aem~wEr«~smnaau ~rj M ~ m~vu¢asmm~naar tm ~ ~ ~ ~ nm ~ ~ o woonmxoms a ~ ~ w~ P r.[~,.~- : u~ i - - ° u~ MN tl W~~vip n ywmw~b[mp~l vy. ~n'nrwN~~N~hr~+M9 ~B~u M ~MAtlvWe Mrmml Wwu~ ~ ~ M ~ ~ IOIN M ~ ^ ~ n ILTY' 1B'I ~9z~~.C-'_> :'m' T~r r T. IIXI FFA : P ~ (tq I I1 oowr~cEaer~mww m mm~ uan~n C[93lEP 6Y M9iT 6°QaMUB (Y~99]J215 JDB SPEqFIC NOTES: ~ m ~ =f31~1.JlB'WIIHBOITOMOFBE4A ATCQLINGqqpiT =(37MLDHOPPm C ~ ' ~ _2-RYOIROEqFL00RTR1155 ' (SEE SEl1ED OR4WIN0 FOP ATTACHMENTOETNL) ~ ~ ~-e ~ (`'J M T ~ ~ 1 U r m Q Q ~ o (V " N s 4 A `r' - Automated6uildingComponents, ~f1C SALES R2P: AHC WOM: M65200F m BECK ~ ~UE OATE: O1/02/200~ SCALE: 1"=10'-0-~' 100ZephyrAvenua5ouih MA~LE+Y $A05 DSGNR/CHXR: 4fp8 / ABCD OdCe: 4/1B/200"1 9:~6 o Abntrose, MN 55363 ° 573 SPAUCE CSRCLE 2c cive 40.OD psf ~ureac-cbr : i.00 m Phane:(800) 248-4041 i Fax:(763)675-352Z EAGAN , MN xc osaa io.oo nsf purFnc-eie : l.oo m ac zi..e a.ao ns£ o.c. spa~inQ: o.o ~ 9C ~eed 5.00 ps£ DesiQit Spec: TPI %mr/kCEg: 101 / 29 ITING THE STiWDAROS FOR QUALITY AND SERVICE" rocai ss. oo csf 4~ 0 0 0 0 g~_~~_q~ N,~~, -~,N 6~r~11_4~~ 'o HOOFGPNEqpLypT65 1S~ LL ' FaCflNl%W1iHYGrv1nEUYnn m~btA W111118T 010MTRVBB diWG /G{ g p TMP.It\lNKF4WAtlBVCIilEP9 a g Z ~ ~j p 'iPIlSSI!ffi.FWWI~0.HLOVC£i[1P ~ ' ~ T \ wM~TXFIINqFOCECFWnpA - 0 OYTm~1TEYD~¢eN p@^ ~ • ~EINp'AWKTF~I~IXUWBiG6RM ~ ~ ~ ~ IfilLiqERYQMiCMt1y/Ap 111 0 OI p p PEfiMM&]R&LLNy)yp L j i ' gEliE~£R£90EICqOLIYfIL11^L 2~~0 l~~ a OViirv3HFOR4qpry ~l.l 194 lAA1 f~~~ ~ 'HLCIAFN$YIBMEWi£Fli1V1FLI6T~$ - I! M'OARNJIY INGOHMqfILW: W epiOROq ryp~~yFryy/PIRf OFIFJS~ ~ BYIXMIA9JYbJ W1LLYpO WMWUTICF T119PW]CUCf $y. .q ? 'CltlSEAJ~FYiHn9EPoaEWq1Ya.~eRE ° ~ $ ~ 1 ~ ~ ~ ~ ~ ~ ~ n ¢V y wwemsrtaosEmrwwvtmewmiw m ~ CFIVIETRII$p1PEPM6.RFAEiNVE W W. `TW.!$Ip.MDiPI1RFEPNPL9CAlYNBFAN+E Fq . 0 O Yr P_ IG K US 8 4 _ ~o` XANGERS: ~v w~n MuqEAS 65NMP10.NXNYlq9 RJY~XYQPR ~EMlE0BYM4iTBpCqlw9 1~9rei+as 2,'o'O r 2~-~-0 ~ ~ ~i.aawam.~.n~~.b.~q..~.~ ' u+ w _ F i ' ww,~vm¢~ ~vma~MOaen~.m~ ~ ~ ~ 5 ~ ~ ~ Y A2~ ~ ~ KK °C I I' ~ ~ IN ~ I aY ~ ~ R ~ ~ ~ - m 5'-9 00 ~ ta ' ~ 4'-9-12° ~ ~ _ _ ~ ~ ° ~ 5'-9-0" ~ 5'-9-0" ~ ~ - - - ~ LL N 4'-7-12 13'-1-5" 11'-2-4" ~ ~ 6 ~ rn AutomatedBulldingComponents, lac gE~L snies xeP: necn WOR: M652Q0 ~ DUE DATE: O1/12/200~ SC.ALE: 1"=10'-O-O^ 100ZephyrAvenue5outh MANLEY BROS Montroze,MN55363 nscNaicexa: Moe i r,eco Dace: 6/16/z00~ 9:os m 573 SPRUCE CSRCLE xc nasre 35.oa psE aureao-cbr . 1.15 Phone:(800)248-404~ xc neaa ~.oo psE wrFec-eie : i.i5 j . F~: (763j b75-3522 EAGAN . MI7 m ec civc o.oo psE o.c. saa~~ay: o.o a BC Dcad 10.00 pe[ Dcsign Spac: IRC MTr/#Cfg: 149 / 61 TTfNG THE STANDARDS FOR QUALITYAND SERVlCE" rocai sa . oo nae Date: 10/31/2006 Revision Date: 10/31/2006 New Construction Site Information Address 1: 573 5pruce Circle Project Address 2: Lot: 3 Block: 1 City: Eagan County: Dakota Subdivision: LongAcres1stAddition Application Information Business Name: Manley Brothers MN Contractor License Contact Person: Brian Christopherson Offce Ph: 651-454-4933 Fax: Cell Ph: Address 1: 2113 Cliff Drive City: Eagan State: Mn Zip Code: 55122 House Details Square Feet: 3835 sq. ft. Avg. Ceiling Ht: 8 ft. Number of Bedrooms: 4 Ventilation : Balanced Total Ventilation Capacity : 134 cfrn. Minimum Continuous Ventilation :75cfm. Intermittent Ventilation: 59 cfm. Combustion Appliance Water Heater: Power Vent Input BTUs: 46,000 Independently Vented Fumace/Boiler: Direct VenUSealed Combustion Input BTUs: 100,000 Independently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 150 Make-Up Air No Make-Up Air Required by Code Combustion Air Round Rigid Required: 4 inches or Insulated Flex: 5 inches Applicant Name (print): I~ ~~~e~~l I~'l Signature/Date: V" i~~z z'~ CD Code Official (print): Signature/Date: ~ 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 Address: 573 SPRUCE CIRCLE Zip: 55123 ~ P rmit: 76254 THE F01,LOWING TTEMS WERE/WEAE NOT CONIPLETE AT F1NAL INSPECTION ON : /.h~/!~ ~ Yes No Comments Final grade - 6" from siding ~ Permanent ste s- ara e Permanent ste s- main en V' Permanent drivewa Permanent as V' Retainin Wa11 or 3:1 Maac Slo e Sod/Seeded lawn ? Trail/curb damage Porch J G C-~!/1 Lower level finish Deck Fireplace /!?f!; n • Verify with your builder that roof test caps from the plumbing system have been removed. • Tum off water supply to the ouuide lawn faucets before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. J „ BUILDING INSPECTOR: GBldg Insp/Fortns/2007/Checklists ~ Gvt lG'~ ~'F~~ f~.~r G-o r I For Office Use City of Eagall Permit -;;l6 Permit Fee: 340-400 3830 Pilot Knob Road WLpp~ Eagan MN 55122 Date Received: Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: I? 2009 RESIDENTIAL BUILDING PERMIT APPLICATION L Date: 7- /0 P9 Site Address: 5 23 5p ru-ce- 01 t rc-( Tenant: f j I Suite RESIDENT / OWNER Name: li,i i ? caw t I < Phone: 3 3&- D'I 9 9' Address /City /Zip: 512 r u.-- 1 t r eA-e- C a-Y) 14 Applicant is: Owner Contractor TYPE OF WORK Description of work: 4dd -Dee-. +C) k o m,-- Construction Cost: Multi-Family Building: (Yes /No CONTRACTOR Name: License Address: City: State: Zip: Phone: Contact Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING _ Minnesota Rules 7670 Category 1 _ Minnesota Rules 7672 Energy Code . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet Category Submitted Submitted submission type) . Energy Envelope Calculations Submitted 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 they are trade secrets. 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 the case of work which requires a review and approval of vans. x i o t t 1 t N, -Be B r t t x Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE 4 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 AccessoryBuilding 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 ©vO Occupancy MCES System Plan Review Code Edition vv 7 SAC Units (25%_ 100%_) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction - Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock 44 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 Meter Size: Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee I? o c C~ Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 573 Spruce Cir Lot: 3 Block: 1 Addition: Long Acres 1st PID:10- 45800- 030 -01 Use: Description: Sub Type: e - Underground Sprinklers Work Type: Backflow Preventer Description: New Meter Size Meter Type Manufacturer Comments: Fee Summary: Contractor: Ryan Mechanical 1547 Hay Creek Valley Rd Red Wing MN 55066 (651) 388 -1510 Amanda Church 1547 Hay Creek Valley Rd Red Wing, MN 55066 PERMIT City of Eaan PL - Permit Fee (Res Modifications) Surcharge -Fixed Total: Applicant/Permitee: Signature - Applicant - Permit Type: Permit Number: Date Issued: Permit Category: Serial Number Remote Number Owner: William B Bell 573 Spruce Cir Eagan MN 55123 $30.00 0801.4087 $0.50 9001.2195 $30.50 Issued By: Signature Plumbing EA079462 08/27/2007 ePermit Line Size I hereby acknowledge that I have read this application and state that the informa of Minnesota Statutes and City of Eagan Ordinances. on is correct and agree to comply h all applicable State RESIDENT / OWNER Name: V' 11' ' 44 SI, !/ Phone: Cc/ '. 33° - 3- 1 / Address / City / Zip: C 7 3 502✓c E C/2 © 7 97 Applicant is: V Contractor TYPE OF WORK Description of work: 3 5 0 N PO 2 e tf Construction Cost: Multi- Family Building: (Yes / No ) CONTRACTOR •h it Name: 5 a f License #: Address: City: State: Zip: Phone: Contact: Email: COMPLETE In the last 12 months, has Yes No If yes, THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan based on a master plan? 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 Ci to conclude that they are trade secrets. City of Eaaan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5675 Fax: (651) 675 -5694 CVO CBS` 2010 RESIDENTIAL BUILDING PERMIT APPLICATION I f m sA Date: Site Address: Tenant: Suite #: 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.orq 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 accord gncg with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name x 0 r\ 0 Permit #: Applicant's Signature Use BLUE or BLACK Ink Permit Fee: Date Received: Staff: Page 1 of 2 SUB TYPES Foundation Single Family Multi 01 of Plex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25 %_ 100% �(,) Census Code # of Units # of Buildings Type of Construction Reviewed By: Fireplace Garage Deck Lower Level Fire Repair Repair V RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies TOTAL C ��� DO NOT WRITE BELOW THIS LINE Interior Improvement Move Building Pool Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water _Final )C Framing Fireplace: _Rough In Air Test Final X Insulation Meter Size: Porch (3- Season) Porch (4- Season) Porch (Screen /Gazebo /Pergola) Siding Reroof Windows Egress Window *Demolition of entire building - give PCA handout to applicant t44A)) - (207 , Building Inspector Demolish Building* Demolish Interior Demolish Foundation Water Damage MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Sheetrock Final / C.O. Required X Final / No C.O. Required HVAC Other: Pool: _Footings Air/Gas Tests Final Siding: Stucco Lath Stone Lath Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Erosion Control S „ (4,0 Page 2 of 2