The URL can be used to link to this page

1598 Stephanie CirSLOWER & WATER PERMIT CITY OF EAGAN 3830,pilot Kmb Rd. Eagan, MN 55122-1897 DATE 04/06/90 METER # CHIP # V METER SIZE !c C ISSUE DATE PERMIT DATE 04/06/90 PERMIT # 11316 B.P. RECEIPT # C 6315 B.P. RECEIPT DATE 04/06/ 90 $ PRV - BOOSTER PUMP SITE ADDRESS STEPHANIE CIR LOT 11 BLOCK 1 SEC/SUB RIDGEEAVBN ACRES APPLICANT: CROIXLAND BUILDERS ADDRESS: BOX 162E, ROUTE 3 CITY, STATE RIVET: FALLS, WI Zip 54022 PHONE: (715) 425--9130 PLUMBER:` ? 4 a? % ll? ?,tc? rr c ADDRESS: CITY, STATE ' r er e! t PHONE: -' OWNER: - ADDRESS:_ +CITY, STATE ZIP OFFICE USE ONLY PERMIT REQUESTED A- SEWER WATER -TAPS COMM/IND RESIDENTIAL - NEW EXISTING Lawn Sprinkler Meters are to be Installed Ahead of Domestic Meters on Water Line. Credit WILL NOT be given for Deduct Meters. I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES SIGNATURE WHEN METER ISSUED PHONE: PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. , C I R Ia`I ? CM4t ?-a DATE: 04/06/90 X Your Sewer & Water Permit for the above property has been completed. It will be held at the Public Works Garage (3501 Coachman Road) until the meter is picked up. BE SURE TO CALL PUBLIC WORKS (454-5220) FOR YOUR PERMANENT WATER TURN ON. Your Sewer & Water Permit for the above property cannot be completed for the following reasons: Your Sewer & Water Permit for the above property has been completed, but the meter cannot be issued or occupancy allowed until further notice. COMMERCIAL PROJECTS ONLY: Please pay for meter at City Hall. Meter size must be confirmed by Bill Adams or Dirk House (Plumbing Inspectors - 454-8100) before issuance. WARNING: BEFORE DIGGING, CALL LOCAL UTILITIES - TELEPHONE, ELECTRIC, GAS, ETC. - REQUIRED BY LAW. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT FOR WATER TURN ON POLICY. Secretary, Building Inspections Dept. ?t % r 4i x Your Sewer & Water Permit for the above property has been completed. It will be held at the Public Works Garage (3501 Coachman Road) until the meter is picked up. BE SURE TO CALL PUBLIC WORKS (454-5220) FOR YOUR PERMANENT WATER TURN ON. 1598 STEPHANIE CIR DATE: 04/06/90 Your Sewer & Water Permit for the above property cannot be completed for the following reasons: Your Sewer & Water Permit for the above property has been completed, but the meter cannot be issued or occupancy allowed until further notice. COMMERCIAL PROJECTS ONLY: Please pay for meter at City Hall. Meter size must be confirmed by Bill Adams or Dirk House (Plumbing Inspectors - 454-8100) before issuance. WARNING: BEFORE DIGGING, CALL LOCAL UTILITIES - TELEPHONE, ELECTRIC, GAS, ETC. - REQUIRED BY LAW. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT FOR WATER TURN ON POLICY. Secretary, Building Inspections Dept. CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE accErveo ?r+oM/t AMOUNT s DOLLARS too ? CASH CHECK t i White ayers Copy C YelWw-Posting Copy 6 81.. Pink--Fdo Copy Thank You BY?-1_ SEWER &iWATER PERMIT CITY OF EAGAN 3830 Plot Knob Rd. Eagan, MN 55122-1897 DATE 04/06/90 OFFICE USE ONLY METER # PERMIT DATE 041I619C CHIP # PERMIT # 11316 METER SIZE B.P. RECEIPT # C 6815 ISSUE DATE B.P. RECEIPT DATE 0410( 90 PRV BOOSTER PUMP SITE ADDRESS 1598 STEPHMIS CIR LOT t` BLOCK 1 SEC/SUB RIDGLHAVEN ACgZS APPLICANT: CROIXLAND BUILDERS ADDRESS: BOX 1628, ROUTE 3 CITY, STATE rI«F' PALLS, V1 ZIP 54022 PHONE: ( ; 15 ) (2 _ PLUMBER: ADDRESS: CITY, STATE ZIP- ' j PHONE: OWNER: - ADDRESS:_ CITY, STATE PHONE: - ZIP PERMIT REQUESTED SEWER WATER TAPS COMM!IND y, RESIDENTIAL - NEW EXISTING Lawn Sprinkler Meters are to be installed Ahead of Domestic Meters on Water Line. Credit WILL NOT be given for Deduct Meters. 1 AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. BUILDING PERMIT To be used for SF DWG/GAR Est. Value =140+000 Receipt # 19 2 Site Address 1598 STEPHANIE CIR 2 OFFICE USE ONLY Block 1 Sec/Sub. RIDGEHAVEN Lot 1 Parcel No. Occupancy R_5 X1-1 FEES R-1 CROIXLAND BUILDERS Zoning V-N 780 00 Name (Actual) Const Bldg. Permit . BOX 162E ROUTE 3 c + Address RIVER FALLS 425-9130 I W ' (Allowable) Surcharge 70.00 City Phone + Phone *ofStories + - Plan Review 507.00 Length o Name SAi!1E Depth s city SAC 100.00 Z , Address S.F.Total 600.00 SAC, MCWCC City Phone S.F. Footprints Water Conn 625.00 On Site Sewage ' W Name On Site Well Water Meter 90.00 U Address MWCC S stem y 30 00 Z Acct. Deposit . <W City Phone City Water S/W P mit 30,00 PRV Required er I hereby acknowlege that I have read this application and state that the Booster Pump SrW Surcharge • 50 information is correct and agree to comply with all applicable State of 00 252 Minnesota Statutes and City of Eagan Ordinances. Treatment PI . Signature of Permitee APPROVALS Road Unit 555.00 A Building Permit is issued to: CROIXILAND WAXERS Planner Park Ded. on the express condition that all work shall be done in accordanc with all Council applicable Stale of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. Copies 3.439.50 Building Official Variance TOTAL CITY OF EAGAN 40 17608 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 Permit No. Permit Holder Date Telephone # WATER ?li SO SEWER PLUMBING H.V.A.C. D? ?` /'l V ELECTRIC Rio:: °'' Inspection Date Insp. Comments Footings I / ?!? q?i lif Foundation Framing Roofing s e ,,Z5 V-aSz:5' Rough Plbg. Rough Htg. ZD Q ? Isul. v - /04 - ' 90 Fireplace ?7 v L §' !? ??? . Final Htg. - q Q 46 Final Plbg. Const. Meter Plbg. Inspector - Notify Plumbe Engr./Plan Bldg. Final ?Z o Deck Fig. Deck Final Well Pr. Disp. 04 01rdifiratt of Mrrnvanry citp of eagan igrpWbaw of t" 3wertion This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following. } Use c'lutifintion SF DWG GAR Bldg. Permit No. 17609 /J O-P-,Y TM R3/ml z..i,g Dw is R I T* Come. VN Owov of &Wding CROMAND BLDRS ,,,da,a,B[?C 1629, FIE. 3, RIVER FAILS, WI BWU S Adam, 1598 M E t,.U y L12, B1, MM AV@1 MW 28, 1990 Date: Bind POST IN A CONSPICUOUS PLACE r ... .i•r _ 4;...-w. ..!}'1: Tr+ri?I}ECI ?.: ,. _ .... ate. "+. r.- ? ??.•TA F PLUMBING PERMIT CITY OF EAGAN ;ONTRACT 3830 PILOT KNOB ROAD, EAGAN, MN 55122 PRICE Site Addre Lot /a `m N C City Phone FEES COMMAND. FEE - 1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APLLIES MINIMUM - RESIDENTIAL FEE $12.00 MINIMUM - COMM.IND./FEE $20.00 STATE SURCHARGE PER PERMIT .50 (ADD $.50 SIC PER EACH $1,000 OF PERMIT FEE) DATE: BLDG. TYPE WORK DESCRIPTION Res. X New X Mutt. Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: N3. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 1. < v Lavatory - $3.00 / G17 - Shower - $3.00 -? ( Kitchen Sink - $3.00 Or A"IVI"'I9"Iat - $3.00 t v 1-s plc r O cy C Laundry Tray - $3.00 Floor Drains - $1.50 , Water Heater - $1.50 ?- Whirlpool - $3.00 /• 0 3. 00 Z Gas Piping Outlets - $1.50 /. s o (MINIMUM -1 PER PERMIT) Softener - $5.00 Well - $10.00 Private Disp. -$10.00 - Rough Openings - $1.50 U. G. Sprinkler System - $12.00 PERMIT FEE: ?C 0 STATES SIC: 0 GRAND TOTAL: -? >. r - f 0 K' PERMIT # MECHANICAL PERMIT RECEIPT # CITY OF EAGAN - 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: :ONTRACT PRICE: PHONE: 454-8100 For Office Use Only: m Name Addre c City Name c Address p City Phone WORK r Boiler Unit Heater Air Cond. Vent Gas Piping Outlets # M BTU M BTU M BTU CFM Other FEES/C: TOTAL- BLDG.TYPE Res. Mutt. Comm. Other WORK DESCRIPTION New _X_ Add-on Repair FEES RES. HVAC 0-100 M BTU ADDITIONAL 50 M BTU (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIT) ?.? COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLIES MINIMUM RESIDENTIAL FEE - ALL ADD-ON & REMODELS -$24.00 - 6.00 1.50 EA. - 12.00 MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 SIC IF PERMIT PRICE GOES BEYOND $1,000) SIGNATURE OF PERMITTEE FOR: CITY OF EAGAN hL PSUEEN EQUIPMENT INC.. 595 ALDINE STREET • ST. PAUL, MINNESOTA 55104 • 6121645.5726 MN WATS 1-800.832-6417 r\? t RESIDENTIAL BUILDING PERMIT APPLICATION 'I CITY OF EAGAN 1 145 3830 PILOT KNOB RD - 55122 704 00 651-681-4875 CnG??ed _ New Construction Requirements RemadellReoair Requirements ?.?7'6? . 3 registered she surveys showing sq. ft. of lot, sq. ft, of house; and all roofed areas . 2 copies of plan , f _ _ _ (20% maximum lot coverage allowed) . I setaf Energy Calculations for heated additions rTl'Y, . 2 copies of plan showing beam & window sizes; poured found design, etc.) . 1 site survey for exterior additions & decks . 1 set of Energy Calculations . Indicate ff home served by septic system for additions . 3 copies of Tree Preservation Plan if lot platted after 711/93 . Rim Joist Detail Options selection sheet (burgs with 3 or less units) DATE / VALUATION / JOB SITE ADDRESS IF MULTI-FAMILY BUILDING, HOW MANY UNITS? PROPERTY OWNER_ JOfFITANTDVt'o AO/VTE-LjBf,4I(O _ TYPE OF WORK Ew Nry 3 ` S_t5S_QN parC(n FIREPLACE(S) _ 0 _ 1 X 2 APPLICANT \IOf't-- 4?11Z MOR I-FL-I' ND PHONE# 6 0-5'r>- V& p ADDRESS_/r STM/f 02 CIQC?L IFA?WAI MIy ZIPCODE PAGER # CELL PHONE # FAX # NIEW RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY Energy Code Category (check one) Plumbing Contractor: Plumbing System Includes: Mechanical Contractor: _ Mechanical System Includes: Sewer/Water Contractor: Phone # Phone # Fee: $90.00 Fee: $70.00 All above information must be submitted prior to processing of application. I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Or inan Signature of Applicant Certificates of Survey Received _ Tree Preservation Plan ceived _ Not Required _ Updated 1101 MINNESOTA RULES 7670 CATEGORY I - Residential Ventilation Category 1 Worksheet Submitted - Energy Envelope Calculations Submitted MINNESOTA RULES 7672 - New Energy Code Worksheet Submitted Phone Water Softener _ Lawn Sprinkler Water Heater _ No. of R.I. Baths No. of Baths - Air Conditioning - Heat Recovery System OFFICE USE ONLY ? 01 Foundation ? 02 SF Dwelling ? 03 01 of - plex ? 04 02-plex ? 05 03-plex ? 06 04-plex ? 07 05-plex ? 13 16-plex ? 08 06-plex ? 16 Fireplace ? 09 07-plex ? 17 Garage ? 10 08-plex T' 18 Deck ? 11 10-plex ? 19 Lower Level ? 12 12-plex Plbg_Y or _ N ? 31 New '? . 32 Addition 1[ 33 Alteration ? 34 Replacement Valuation Census Code SAC Units Nbr. of Units Nbr. of Bldgs Type of Const q3q ( (,t ( ? 20 Pool / ? 21 Porch (3-sea.) ? ? 22 Porch/Addn.(4-sea.) ? ? 23 Porch (screened) ? ? 24 Storm Damage ? 25 Miscellaneous 30 Accessory Bldg 31 Ext. Alt- Multi 33 Ext. Alt - SF 36 Multi ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors `Demolition (Entire Bldg only) - Give PCA handout to applicant Occupancy MC/ES System Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Width REQUIRED INSPECTIONS _ Footings (new bldg) _ Final/C.O. _X Footings (deck) _. f Ft j Q?T[.?i. FinaUNo C.O. Footings (addition) _ Plumbing _ Foundation _ HVAC _ Drain Tile Roof _ Ice & Water _ Final _ Other Framing - Pool _ Ftgs _ Air/Gas Tests - Final Fireplace - R.I. - Air Test - Final _ Siding _ Stucco _ Stone Insulation - Windows (new/replacement) Approved By fi L , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total 17D z ??18/9v 940 -2?5 32690 V ?C Request Cale Fire No lb-in Inspection equired? ? Ready Now Will Notity Inspector ' ??O L Ves G No When Ready? 1 X, licensed contractor ? owner hereby request inspection of above electrical work at: Job Address (Street, Bax or Route No.) 15,18 S-rLT pNpI V IE C,ricI- E City 66,9Al Section No. Township Name or No. Range No. County R KOT!{ Occupant (PRINT) Phone No. PPva'Supplier Address ;/y S Rap I`PG11 Electrical Contractor (Company Name) contractors License No. Mailing Address (Contractor or Owner Making Installation) I V17 mat Sr > 44 L. Hill/ a III Awn. S stare ( ru act lOwner in Installation) Phone 1,415inbiar 10 'qr MINNESOTA STATE BOARD OF RICIT THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Rgo BE ACCEPTED BY THE STATE BOARD 1821 University Ave., St. Pauli Ni SS 04 UNLESS PROPER INSPECTION FEE IS Pidone(612)6s2-0800 ENCLOSED. 4/hr/9-0 8 32690 REQUEST FOR ELECTRICAL INSPECTION ? See Inbetnmti,ma Wcomplei'mg this form on back of yellow copy. X" Below Work Covered by This Request ,ui - % EB-00001.07 New Add Rep Typeof Building Appliances Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Other (Specify) Comm./Industrial Furnace Farm Air Conditioner Other (specify) Contractors Remarks:,` Compute Inspection Fee Below.: /?Q(CJ Po". 5 f_ # Other Fee # Service Entrance Size fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps X.V_ 0 to 100 Amps 9 "" Transformers Alb 1 - Amps ?._ Abo 100 Am Signs Inspectors Use Only: TOTAL Irrigation Booms tj Q Special Inspection Alarm/Communication THIS INSTALLATION MAY BE ORDERED DISCONNECTED IF NOT Other Fee COMPLETED WITHIN ONT"$. I, the Electrical Inspector, hereby Rough-In oafs _?3 y certify that the above inspection has been made. Fleet r r, . oa, OFFICE USE ONLY This request void Is months from A CITY OF EAGAN NO 17608 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT PHONE: 454-8100 Receipt # rS C ?D R/5 To be used for SF DWG/GAR Est. Value $140,000 Date MAR 16 , 19-9-Q-- Site Address 1598 STEPHANIE CIR Lot 12 Block 1 Sec/Sub. RIDGEHAVEN Parcel No. W Name CROIXLAND BUILDERS o Address BOX 162E, ROUTE 3 CityRIVER FALLS, WI Phone (715) 425-9130 ;k *0 Name SAME 0, Address City Phone wW Name LX'- Address ?w City Phone I hereby acknowfege that I haves information is correct and agree Minnesota Statutes and City of & Signature of Permitee A Building Permit is &that on the express con applicable Building Official this application and state that the Imply with all applicable State of ,fall be done in Accordance with all and City of E an Ordinances. OFFICE USE ONLY Occupancy R-3 MM1 FEES Zoning RR1 (Actual) Cons[ VV=N Bldg. Permit 780.00 (Allowable) VVN Surcharge 70.00 # of Stories 62 ' Plan Review 507.00 Length Depth p 38 r SAC, City 100.00 S.F. Total SAC, MCWCC 600.00 S.F. Footprints - On Site Sewage Water Conn 625.00 On Site Well Water Meter 90.00 MWCC System Acct Deposit 30.00 City Water PRV Required RR S/W Permit 30.00 Booster Pump SAN Surcharge .50 Treatment PI 252.00 APPROVALS Road Unit 355.00 Planner Park Dec. Council Bldg. Off. Copies Variance TOTAL 3,439.50 TRI-LAND CO. SURVEYING SERVICES 1875 PLAZA DRIVE EAGAN, MINNESOTA 55126 CERTIFICATE OF SURVEY FOR: CROIXLAND BUILDERS LEGAL DESCRIPTION: LOTJ2,BLOCK I RIDGE HAVEN / ACCORDING TO THE RECORDED PLAT THEREOF DAKOTA COUNTY, MINNESOTA 44 W w LOT 13 1 ;aJ SCALE; I"=30' / f 578450W W CL U _. P85°13'57^w i v / 70 / a -7q8 r ? ? sNO e? ,0 O t? CE 'to 2° 799.38 3 5 ? M 0 LOT 12 ?u S89°35'30"W 116.00 By 8008 O ? i 3? 93 c p=21°04'26" R=55.0.0 20.23 Hsw . 93 yae. LOT II f..W u -- i IrF.GAN ENGiNEE- . DEPT P.R.V. RECUaRED 1990 BUILDING PERMIT APPLICATION CITY OF EAGAN SINGLE FAMILY DWELLINGS 2 SETS OF PLANS 3 REGISTERED SITE SURVEYS 1 SET OF ENERGY CALCULATIONS MULTIPLE DWELLINGS 2 SETS OF PLANS REGISTERED SITE SURVEYS - (CHECK WITH BLDG. DEPT.) 1 SET OF ENERGY CALCULATIONS _# OF RENTAL UNITS # OF FOR SALE UNITS Y COMMERCIAL 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. MAR 0 S REW 9 To Be Used For: 11C5/f?-"X- Valuation: Date: 3 0 Site Address X598 `sir-pN?InIG Lot 17, Block L Parcel/Sub C, ctgS?G_?,?_N Owner I ?U i Pro& 551 V i Address City/Zip Code I W) A • ???_currecl Phone Contractor G?2vlxl?rno ??D2S Address Sox (10 ZE City/Zip Code I??I?JJr? ?ps VIS •jqo «? -IZS ' ?13p Phone Arch./Engr. N . Address N h City/Zip Code NA OFFICE USE ONLY Occupancy R-3 M-f Zoning R-1 Actual Const V- N Allowable V-N # of stories Length (oZ' Depth 3$ _ S.F. Total Footprint S.F. On site sewage_ On site well MWCC System ? City water ? PRV Booster Pump APPROVALS Planner Council 3?II. Bldg. Off. Variance FEES Bldg. Permit,00 Surcharge Plan Review 50% a0 SAC, City 100100 SAC, MWCC ?C?#C)O Water Conn 625 Water Meter qo,?o Acct. Deposit 1DO S/W Permit 30,00 S/W Surcharge ISD Treatment Pl. 252,00 Road Unit 355 A7 Park Ded. Copies SUBTOTAL Penalty TOTAL 9 ?1 Phone # v , VA GA2AGe 22X12 = 2G ZZX Zu= 628 792x15=llaso z2k ry. 300 1092XILI= lSZ?v (ST ?s"'"''T' = f o9 Z 13q?s ; 2?j 1 I Zo x ,?-? _ S 61-v6-J-1 1 012, 4 A ? f. ?. r f Y, 2- -- Z-2- I I3? X 5?= s6?oo 90-045 TRI-LAND CO. SURVEYING SERVICES 1875 PLAZA DRIVE EAGAN, MINNESOTA 55126 LEGAL N?r CERTIFICATE OF SURVEY FOR: CROIXLAND BUILDERS DESCRIPTION; LOT 2-,BLOCK I , RIDGE HAVEN / ACCORDING TO THE RECORDED PLAT THEREOF DAKOTA COUNTY, MINNESOTA SCALE: I"=30' V I LOT 13 i \04 J N S-78 °?a'o \ CL X 93 85°13'57"W ' 70.20- DRAINAGE $ UTILITY I I yEASEMENT 796?g3 N ??94.9 W.Y. ZZo ? ? 76, 5? O?500" s-7 ° g3 _ CN sND_eF /O lQ \k) - V SGRVICfs 00 _ ?- `sa,? - X99 Z? 794 \ / 13 LOT 12 (5/- N S89°35'30"W s O M 0 N i? u !ij N 116,00 By CD =21°04'26" R=55,00 20.23 "S?. 4 R. LOT II It: EACGAN ENOINEERIM G DEPT" PAN. REQUMED LEGEND o DENOTES IRON MONUMENT o DENOTES WOOD HUB SET DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION DENOTES DRAINAGE DIRECTION I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the Laws of the State of Minnesota. PROPOSED FULL BASEMENT - WALKOUT INVERT ELEVATION AT SERVICE EXTENSION= PROPOSED GARAGE FLOOR ELEVATION= PROPOSED FIRST FLOOR ELEVATION = B PROPOSED BASEMENT FLOOR = ?- ELEVATION NOTE' VERIFY ALL FLOOR HEIGHTS WITH FINAL HOUSE PLANS Bradley J. Sweeson, Mn. Req. No. 15235 Date ?????? Det ermine The "U11 Value Of Each Segment'(1-10) And Multiply By The Area As Follows: 1. _ 33y, 1,r l1u11 r. "U" 4. ` .?..?.-.. - x 111111. ° 5. 2G x "u" D 9 lS / D8 7 . ?'??/Gtr j( "Us$ . 639 11 . 0. x souls w+•wrr'^" ° _ _ - . 9 x 1111 "Y ..rw ... i ..?.. M„: 10. x 'full `' G ° ?? 7? Add 1-10 For total Ilajl Segments Item III Determine The "U" Value Of Each Segment (11-13) And Multiply By The Area As Follows: 11. 11,111 A 12. _x "Us$. 02 41 • y? 13. 0V Add 11-13 For Total Roof/Ceiling Segments Item 1V If Item No. 111 is the same as, or less than Item No. 1, you have met the intent of State Building Code 6006(c)2. If Item No. IV is the same as, or less than Item No. 11, you have met the intent of State Building Code 6006(c)1:,. Add Item No. 1 34 L? II + Item No. 11 0 Leo? Add Item No. 111 2 + Item No. IV _l /_T9 X53, If the sum of Items III and IV are less than Items I and 11, you have met the intent of the code for total envelope system." ally ^-9' Signature -e,7'- ?-- 7 ENERGY CONSERVATION SUPPLEMENT TO BUILDING PERMIT APPLICATION PLANNING AND INSPECTION DEPARTMENT 11 LOCATION NER(S)_ Yr ??r 13i NTRACTOR Determine The Total Exposed.Wall Area As Follows: PHONE_ YZS- 9/30 .1. Total wall, window area ? 2. Total door area - 3. Total sliding glass door area 5l 4. Total fireplace wall area 5. Total wall framing area'(5vg. 10%) /o 6. Total net wall area above floor 7. . Total rim 3oi'st.,alrea 0, 00 Subtotal: Total exposed wall area above floor 8. Total foundation window area 4,ref RIJG 9. Total foundation framing area (avg. 10%)_ cl Mgr 3?;,r .10. Total net foundation area above grade y? S b ? u total: Total exposed foundation area y GRAND TOTAL EXPOSED WALL AREA.. Multiply The Grand Total,Exposed Wall Area x • •?? t tern I , Determine The Total Exposed;Roof/Ceiling Area As Follows: 11. Tota•1 skylight area t' - 12. Total roof/ceiling framing area'.. L? 13. Total net insulated roof/ceiling area - /p 7 GRAND TOTAL EXPOSED ROOF/CEILING AREA Multiply The Grand Total Exposed Roof/Gelling Area x (V . ? I teen l 1 , - ? 3331 AKERS LA'vE ` Sold By ADAM. MN 6&3 Name Addrew a[c. tao. - _,unr - iacr. wYa. 1 a ...y ,? - v:;:a v 3 a.. 5 6 _ i Q ca CA) ZA) r-a O A- A ? S 4 ,r r44 J. 1 n T ? D D t n ?r I? SAM FfiDMM r AT 'Me TIME OF FNAU PLAT, -n4ER.E kAS SOME QueS7?oq As 10 wHE-THQ Of- Nor, THE FEcisTrµ?p ?bmp, at -iwt s fury WAS S *460 oN zr>Lra og tUuL&e AW,4y_ TH(S is THE Wiper TgE DEVELOFee GAVE U.S SAY M4 ?NAT 7HE. DE890 WAS IAW-eW 70 A LAMOF(U,. 5TMVE 9. ORDINANCE N0. ? 2ND SERIES AN ORDINANCE OF THE CITY OF EAGAN, MINNESOTA, AMENDING EAGAN CITY CODE CHAPTER 10 ENTITLED "PUBLIC PROTECTION, CRIMES AND OFFENSES" BY AMENDING SECTION 10.01 REGARDING STORAGE, DEPOSIT AND DISPOSAL OF REFUSE; AND BY ADOPTING BY REFERENCE EAGAN CITY CODE CHAPTER 1 AND SECTION 10.99. The City Council of the City of Eagan does ordain: Section 1. Chapter 10 of the Eagan City Code is hereby amended to read as follows: SECTION 10.01. STORAGE, DEPOSIT AND DISPOSAL OF REFUSE Subd. 1. Definitions. The following terms, as used in this Section, shall have the meanings stated: A. "Garbage" means all putrescible wastes, including animal offal and carcasses of dead animals but excluding human excreta, sewage and other water-carried wastes. B. "Other Refuse" means ashes, non-recyclable glass, crockery, cans, paper, boxes, rags and similar nonputrescible wastes but excluding sand, earth, brick, stone, concrete, trees, tree branches and wood. C. "Recyclables" means materials which may be recycled or reused through recycling processes. materials as mayD.be"Ydefard Councilsresolution,clippings or other "Residential of one through four dwelling" units Any with 9individualgkitchen facilities for each. F. "Multiple Dwelling" - Any building used for residential purposes consisting of more than four dwelling units with individual kitchen facilities for each. *Commercial l commercial or industrial en erpriseofhanytkind As carried premises on,1eanda shall include restaurants, clubs, churches, and schools where food is prepared or served. H. "Association" - All cooperative organizations of residential dwelling owners formed for the purpose of joint management of property or services. Subd. 2. Storage. A. It is unlawful for any person to store garbage or other refuse on residential dwelling premises for more than one week. All such storage shall be in water-tight, metal or plastic containers of not less than five gallons with tight-fitting covers, which shall be maintained in a clean and sanitary condition; provided, that yard wastes may be stored in biodegradable plastic bags and tree limbs must be stored in bundles weighing no more than sixty pounds and no longer than four feet. B. It is unlawful for any person to store garbage or other refuse on multiple dwelling premises for more than one week. Such storage shall be in containers as for residential dwelling premises, except that so-called "dumpsters" with close-fitting covers may be substituted. C. It is unlawful for any person to store garbage or other refuse on commercial establishment premises for more than forty-eight hours. Such storage shall be in containers as for residential dwelling premises, except that so-called "dumpsters" with close-fitting covers may be substituted. Subd. 3. Deposit. It is unlawful for any person to deposit garbage or other refuse from any source, in any place other than a " sanitary. landfill or County designated facility. Subd. 4. Fire Danger. It is unlawful for any person to store, deposit or dispose of any garbage or other refuse which is in flames or heated to the point where it could cause danger of fire in other refuse. Subd. 5. Disposal. The Council may, by resolution, adopt, and from time to time amend, adjust and revise such rules, regulations, rates and charges as it deems necessary or proper for the operation and management of the sanitary landfill. It may give notice of any such action as it deems necessary. Subd. 6. Joint Management Hauling Contracts. Occupants of residential dwelling properties jointly managed by associations or others shall have the same opportunity to recycle afforded to occupants of other residential dwelling units. It is unlawful for any Residential Dwelling association or other Residential Dwelling joint management entity to negotiate, execute or maintain a contract for residential garbage or other refuse collection unless they include as a part of that contract, or as part of a separate contract, weekly -2- collection of recyclables occuring on the same day as their refuse collection. Section 2. Eagan City Code Chapter 1 entitled "General Provisions and Definitions Applicable to the Entire City Code Including 'Penalty for Violation'" and Section 10.99, entitled "Violation a Misdemeanor" are hereby adopted in their entirety by reference as though repeated verbatim. Section 3. Effective Date. This ordinance shall take effect upon its adoption and publication according to law. ATTEST: O : ByB Its: Clerk CITY OF EAGAN City council my: Its: Mayor Date Ordinance Adopted: December 6 1988 Date Ordinance Published in the Legal Newspaper: December 15, 1988 -3- CLAIM VOUCHER - REFUND REQUEST CITY OF EAGAN CLAIMANT DUANE RITTER ADDRESS 7120 VERNON ST ROCKFORD, MN 55373 Location Receipt No./Date Reason for Refund Type of Refund 1598 STEPHANIE CIR L12, B1, RIDGEHAVEN C 8346/JUNE 14. 1990 SEWER TAP WAS NOT NEEDED Electrical Permit Plumbing Permit Mechanical Permit Surcharge Water Connection Permit Sewer Connection Permit Account Deposit Utility Account Over-Payment Other' SEWER TAP 01-3211 $ 01-3212 $ 01-3213 $ 01-2155 $ 20-3713 $ 20-3743 $ 20-2252 $ 20-2250 $ $ 100.00 TOTAL $ 100.00 I declare under the penalties of law that this account, claim or demand is.just and that no part of it has been paid. 06/19/90 Signature Date 6?99? /ao of ED ___c1t%) of eagan 3830 PILOT KNOB ROAD THOMAS EGAN EAGAN, MINNESOTA 551221897 Wyor PHONE: (612) 454-8100 DAVID K. GUSTAFSON FAX: (612) 454-8363 PAMELA NcCREA TIM PAWLENTY THEODORE WACHTER Council Members June 28, 1990 THOMAS HEDGES City Admino rwor EUGENE VAN OVERBEKE Oty Clerk MR WILLIAM M SATTLER 1583 LAUREL AVENUE ST PAUL MN 55104 Re: 1598 Stephanie Circle, Eagan MN, Lot 12, Block 1, Ridgehaven Driveway Elevation - Drainage Concerns Dear Property Owner/Builder: As a result of the recent rains, it is noticed that you are experiencing some significant erosion and washouts along the north edge of your driveway. The location and elevation of your property, and driveway in particular, is at a natural low point of the upstream drainage area. Subsequently, significant quantities of storm water runoff are expected to accumulate at the catch basin located in the west cul-de-sac of Stephanie Circle in front of your property. Whatever water cannot enter the storm sewer system will temporarily pond in the street up to the lowest elevation that it would spill over. The apparent elevations of your proposed driveway do not appear to be any higher than the curb elevation at this low point. Subsequently, there is very minimal temporary storage capacity in the cul-de-sac to maximize the use of the storm sewer system and minimize the potential and extent of future erosion along your north driveway line. Therefore, it is recommended that the future driveway elevation be raised as much as possible in the first 10, - 15' behind the curb. Care should be used to ensure that the driveway elevation as it proceeds towards your house then dips down enough to provide adequate cross drainage around the front end of your house. If you would like further assistance in designing the proper driveway elevation profile, please feel free to contact the Engineering Division of City Hall. THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer Page 2 It is hoped that this information will help you recognize the potential problem and assist in its solution at the earliest opportunity. Sincerely, Thomas A. Colbert, P.E. Director of Public Works TAC/jj cc: Croixland Builders Box 162E Rt. 3 River Falls WI 54022 Mike Foertsch, Assistant City Engineer .: yoG1?- 2oo6 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. 4 0. So Date / ot? 1 ( X o r Site Street Address Unit # Property Owner Telephone # ( ) Contractor lV ou.1 1)wh G Telephone # (7(?j)753 /6 Address MY&J FIJI /_oe' 9-. City State !el/l-) Zipv?`b 33? The Applicant is: _ Owner Contractor -Other Septic System _ New _ Refurbished Submit 2 sets of plans and MPC license Includes County fee $ 100.00 Per as-built $ 10.00 Alterations to existing dwelling $ 50 00 . Add plumbing fixtures. This fee includes installation of a water softener and/or water heater at the same time. if you are installing only a water softener and/or water heater, do not complete this section; move to the next section and check the appliance(s) you are installing. -Septic System Abandonment JW 7 -Water Turnaround (add $130.00 if a 5/8" meter is required) Other: - ' _ Water Softener _ Water Heater $ 15.00 _ 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. Applicant's Printed Name Appli n*ignature 4 Imo.-1L, `725" 2006 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone 4 651-675-5675 FAX # 651-675-5694 New Construction Requirements 3 registered site surveys showing sq. ft, of lot, sq. ft, of house; and all roofed areas (20% maximum lot coverage allowed) 2 copies of plan showing beam & window sizes, poured found design, etc. 1 set of Energy Calculations 3 copies of Tree Preservation Plan if lot platted after 7/1193 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form ........................ Remodel/Repair Requirements Office Elsa on) 1 2 copies of plan showing footings, beams, joists ? Ceito$uwey Recd _Y _N 1 set of Energy Calculations for healed additions free Ares Plan Recd _Y _N. 1 site survey for additions & decks 12, ? Tree Pro Atgmred Y _.N Addition - indicate if on-site septic system Oq-sde Sephc$ysfem .,,. V ,.._ N ""e, Q?rovi6e_ L -t,6 ' Date / 2 1 Construction Cost OS _ Site Address ?Ci 9 S -n? 1d, ri,Y` j Unit/Ste # Description of Work 5 'ih - r Multi-Family Bldg _ Y DAN _ 0 - 1 - 2 Fireplace(s) Property Owner ri // 7 0 c d- ??1. c.L Q )1 b/I P !r ha to D Telephone # ( ) Contractor 5-O_-C ' Address t SAC r ??y-C V2_& City State All, ir?i Zip S l 2+ Telephone # ((p5 O Z-7 f / b 14 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Category 1 _ Minnesota Rules 6 Energy Code Category Residential Ventilation Category 1 Worksheet (J submission type) Submitted S mil ed Energy Envelope Calculations Submitted 03, MAR Q s 2006 In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? , ?}- Y _ N If yes, date and address of master plan: y' Licensed Plumber Mechanical Contractor Sewer/Water Contractor Ca . I hereby apply for a Residential Building 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 State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. r ,q, ?, =t,/_ C-0 ,?QO?Cr? fCieSSe Applicant's Printed Name ?rtS Telephone #( Telephone #( Telephone #( Applicant's Signature DO NOT WRITE BELOW THIS LINE liv Sub Types ? 01 Foundation ? 07 05-plex ? 02 SF Dwelling ? 08 06-plex ? 03 01 of - plex ? 09 07-plex ? 04 02-plex ? 10 08-plex ? 05 03-plex ? 11 10-plex ? 06 04-plex ? 12 12-plex Work Types ? 31 New A 32 Addition ? 33 Alteration ? 34 Replacement ? 13 16-plex ? 16 Fireplace ? 17 Garage ? 18 Deck ? 19 Lower Level ? 20 Pool ? 21 Porch (3-sea.) x 22 Porch/Addn. (4-sea.) ? 23 Porch(screen/gazebo) ? 24 Storm Damage ? 25 Miscellaneous ? 30 Accessory Bldg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi Misc. ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors "Demolition (Entire Sldg) -Give PCA handout to applicant Description: Water Damage- Yes i pit yea° Valuation 0&7,9 P'14 e"'tA-Tccupancy -3 Plan Review ?00% or _ 25% Census Code ?/3Y Zoning R -1 SAC Units # of Units # of Bldgs Type of Const Stories Sq. Ft. Length /0 Width 9A_ MCES System City Water Booster Pump -? PRV Fire Sprinklered Footings (new bldg) Footings (dock) Footings (addition) Foundation -?^ co4v?I' L@ /GnS%?'f _ Drain Tile Roof -:J? Ice & Water Final Framing Fireplace - R.I. - Air Test _ Final Insulation Approved By: REQUIRED INSPECTIONS Sheetrock Final/C.O. Final/No C.O. HVAC Other Pool _ Figs _ Air/Gas Tests _ Final Siding _ Stucco Lath _ Stone Lath -Brick Windows Retaining Wall Building Inspector Base Fee V Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total L-I ? 2,5 Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Montelibano Addition Report Date: 05122106 Data filename: C:1Program FileslChecktRESchecktMontelibano Addition.rck Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Construction Site: 1598 Stapharde Circle Eagan, MN 55121 2000 IECC Eagan, Minnesota Single Family 32% 7981 Owner/Agent: Tony & Michelle Montelibano 1598 Stephanie Circle Eagan, MN 55121 651-452-7913 Designer/Contractor: Robert Kresse R. A Kresse Co., Inc. 1467 Skyline Rd. Eagan, MN 55121 651-274-1670 rcmar8nkresse@yahoo.com Cemp'l,iance: Passes haaaimum U.A: 54 Your Home UA: 51 -> 5.6% Better Than. Code (UA) I Ceiling 1: Flat Ceiling or Scissor Truss: 154 44.0 0.0 4 Wall 1: Wood Frame, 16" o.c.: 312 19.0 0.0 13 Window 1: Wood Frame: Double Pane: 48 0.300 14 Door 1: Glass: 52 0.300 16 Floor 1: All-Wood Joistlfruss:Over Unconditioned Spare: 154 0.0 30.0 4 Furnace 1: Forced Hot Air. 90 AFUE Air Conditioner 1: Electric Central Air. 10 SEER Compliance Statement: The proposed building design described here is consistent with the budding plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. g3oia lcszyss L LKezss£ Co . 57/zz--AS- BuildenlDesigner Company Name Date Montelibano Addition Page 1 of 4 t 1111' 11..I?tv u ? v. SURVEYING SERVICES 1875 PLAZA DRIVE EAGAN, MINNESOTA 55126 CERTIFICATE OF SURVEY FOR: CROIXLAND BUILDERS LEGAL DESCRIPTION: LOT J2, BLOCK _ I RIDGE HAVEN ACCORDING TO THE RECORDED PLAT / THEREOF DAKOTA COUNTY, MINNESOTA W W LOT 13 Q -j / ! °?8•p0"W ?? SCALE: I"=30' 85913'57"W w u > > DRAINA EASEM GE 4 UTILITY o ? 767 ENT x"51 ?• 7m ??• S4 . S•pp. N sI ship of f5.77 3? g3 / ! co "` / gyp? ?? ca p=21°04'26.. R=55.0.0 ?'' 20.23 do _ ?g.4s % C R. 2$ 'o' 79b 795+38 ?y \ s 0 LOT 11 zN o LOT 12 J" t L N I e S89°35'30"W 116.00 r?-17?d! (? !Q£'? ?y [3 O G DEPT P.R.V. REWIRED ýüü ûúûíúþû ùüüûíîù ï öíîø âåå ýü÷ ÿþýüûúù ôø þýü ûøþýüûúù ø÷úùöüõ ô ôóóï üý ò ñ øð õüøîõííõøñ øõøÿøõìëøúúüëøëøõ ü üìôëøëüëøì ôøÿõêøøøñ øÿýúëõýíõì ðèçèææìæ ìóæ öù øíøé èçè ìå ì å é ì õô ÷óò üü öúøÛäÿ åô ýöôû åæüíôø öîä÷ ä÷ àâ ßâóóááá íøÿýúííîøíüüííëøõøøøõüýúíüüÿ ëä ôýëïøì üüù øõ ø ý ø Job 75330 a Truss Al MN 55301 Truss Type ROOF TRUSS Qty 1 6.300 Ply 1 s Apr 19 R A KRESSE COMPANY MMF 5°9 Job Reference (optional) 2006 MiTstaiclustries, Inc. Thu Jun 08 14:54:12 2006 Page 1 1.5x4 11 Scherer BrothersTrussDivision, Albertville, I -0-64 3-11-4 3 54" 4 1 ; 0-6-8 3-114 1-0-12 12 _ Scale =1:11.7 I �-' 6.10 �2 a T1 WZ I 17 N I21 tiVW B1 I 6 3xR II 3-11-4 0-0.0 3xx4 = 3-11-4 1-0-12 Offsets (X,Y): (2:0-3-6,Edge) IlPlate LOADING (psf) SPACING 2-0-0 CSI DEFL in .(loc) Udefl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.37 Vert(LL) -0.03 2-5 >999 240 MT20 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.33 Vert(TL) -0.09 2-5 >606 180 Horz(TL) 0.00 5 n/a n/a IIBCLL 0.0 BCDL 10.0 Rep Stress Inch NO Code MNSRCITPI2002 WB 0.08 (Matruc) Weight 16 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2 X 4 SPF Not end verticals, and 2-0-0 oc purlins: 3-4. WEBS 2 X 3 SPF -S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE JOINTS 1 Brace at Jt(s): 4 left 2 X 4 SPF No.2 III REACTIONS (113/size) 5=432/Medlaniral, 2-390/0-5-8 Max Harz 2=57(load case 4) Max Upiift5=-18(bad case 4), 2=-7(bad case 5) 111 FORCES (Ib) - Maximum Tension TOP CHORD 1-2=-3/0, 2-3=220/26, 3-4=-11118, 4-5=-65/8 BOT CHORD 2-6=40/125, 5.6=-30/125 WEBS 3-5=-323/49 I NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft TCDL=6.0psf; BCDL=5.0psf; Category If; Exp B; enclosed; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Proves adequate drainage to prevent water ponding. live loads. III3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 Ib uplift at joint 5 and 7 Ib upllf at joint 2. . Girder carries hip end with 0-0-0 right side setback, 4-0-0 left side setback, and 4-0-0 end setback. R7) 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support conc:entated bad(s)150 Ib down and 25 b up at 3-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 111 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Veit 1-3=-90, 3-4=-135(F=-45), 2-5=-30(F-10) III Concentrated Loads (Ib) Vert: 3=-150(F) 1 Job Truss Truss Type 75330 A2 ROOF TRUSS Oty 4 Pty 1 Scherer Brothers Truss Division, Albertville, MN 55301 R A KRESSE COMPANY MMF Job Reference (optional) 6.300 s Apr 19 2006 MTek Industries, Inc. Thu Jun 0814:54:13 2006 Page 1 -73509 3x8 11 5-0-0 Scale = 1:13.7 Plate Offsets (X,Y): [2:0-3-8,Edgel LOADING (psf) TCLL 35.0 TCOL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress l cr YES Code MNSRC/TP12002 CSI TC 0.53 BC 0.24 WB 0.00 (Matrix) DEFL in (1oc) I/deft Ltd Vert(LL) -0.03 2-4 >999 240 Vert(TL) -0.07 2-4 >767 180 Ho z(1L) -0.00 3 n/a n/a PLATES GRIP MT20 197/144 Weight 14 b LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2X4SPF No2 WEDGE Leff: 2 X 4 SPF No.2 REACTIONS (Iblsize) 3=206RNechanical, 2=334/0-5-8, 4=47 a nicaf Max Horz2=580oad case 5) Max Upldt3=-39(load case 5) Max Grav3=206(load case 1), 2=334(load case 1), 4=94(load case 2) FORCES (Ib) - Maximum Compressionftvlaximum Tension TOP CHORD 1-2=-310, 2-3=-89/83 BOT CHORD 2-4=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid cetlbg directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-98; 90mph; hs=25f1; TCDL=6.0psi; BCIX1=5.0psi; Category 11; Exp B; enclosed; MWFRS interior zone: cantilevec left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quahty assurance inspection. 4) Refer to girder(s) for truss to truss c onnec ons. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 b uplift at joint 3. LOAD CASE(S) Standard 1 Job 75330 Truss 83 Truss Type ROOF TRUSS Qty 1. 6.300 Ply 1 s Apr 19 R A KRESSE COMPANY MMF 73�j`y , / Job Reference (optional) 2008 MiTek Industries, Inc. Thu Jun 0814:54:29 2006 Page 1 Scherer Brothers Truss Division, Albertville, MN 55301 -0-6-8 4-10-14 9-9-12 0-6.8 4-10-144-10-14 4x6 11 Scale = 1:17.8 3 6.00 [12 W1 1 2 4 131 `Q 5 4x8 = 4x14 11 4x8 = 4-10-14 9-9-12 4-10-14 4-10-14 LOADIiG (psf) TCLL 35.0 TCIX. 10.0 BOLL SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 CSI TC 0.52 BC 0.50 DEFL in (k c) Udefl Ud Vert(LL) -0.06 4-5 >999 240 Vert(TL) -0.11 4-5 >999 180 PLATES GRIP MT20 197/144 0.0 BCDL 10.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.02 4 n/a n/a Code MNSRC/TP12002 (Matrix) Weight 46 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins. BOT CHORD 2 X 8 SYP 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2 REACTIONS (lb/size) 4=2882/Mechanical, 2=2957/0-5-8 Max Horz 2=25(load case 5) FORCES (ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/11, 2-3=-3528/0, 3-4=3512/0 BOT CHORD 2-5=0/3004, 4-5--0/3004 WEBS 3-50/2832 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL�.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed fora 10.0 psf bottom chord live toad nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Refer to girder(s) for truss to truss connections. 6) in the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (8). 7);;, LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pif) Vert 1-3=-90, 3-4=-90, 2-4=-520(F=-500) Job Truss 75330 A3 Scherer Brothers Truss Division, Albertville, MN 55301 11 a 1 Truss Type MONO TRUSS Oty 1 2-9-2 Ply 1 R A KRESSE COMPANY NMAF Job Reference (optional) 6.300 5 Apr 19 2006 MiTek Industries, Inc. Thu Jun 0814:54:14 2006 Page 1 1.5x411 5-0-0 2-9-2 2-2-14 3 6 4x6 = 2-9-2 5 3x12 II 2-9-2 5-0-0 5x5 -- 24-14 2-2-14 Scale = 1:13.7 LOADING (psf) TCLL 35.0 TCDL 10.0 BCLL 0.0 BCOL 10.0 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 8 SYP 2400F 2.0E IWEBS 2 X 4 SPF No.2 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code MNSRC/TPI2002 CSI TC 0.27 BC 0.35 WB 0.61 (Maw) DEFL in (Ioc) 1/defl IJd Vert(LL) -0.02 5 >999 240 Vert(TL) -0.04 5 >999 180 Horz(TL) 0.01 4 n/a n!a PLATES GRIP MT20 197/144 Weight 28 lb REACTIONS (Ib/size) 1=1963/0-5-8, 4=1967/Mechanical Max Horz 1 64(load case 4) I FORCES- (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2413/0, 2-3=-46/30, 3-4=-86/10 BOT CHORD 1-6/2028, 5.6=0/2028, 4-5=0/2028 IWEBS 2-512484, 2-4=-2512/7 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft TCDL=.Opsf; BCDL=5.0psf; Category II; Exp B; dosed; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 521 ib down at 1-4-2, and 2000 Ib down at 2-9-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. I6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Regular. Lumber increase=1.15, Plate Increase=1.15 Uniform Loads (p11) Vert: 1-3=-90,1-4=-20 Concentrated Loads (Ib) Vert: 5=2900(F) 6=-521(F) BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. V • atnr. ;r3 vcc MN?' MI i Description: rant --San JESS i‘•--"Mr1C1 nit 9 4—Skitsj THD2r3 1 -cant -Sag .MS}129 Top Int.:41:11 it 4 Yi;;„ i 40i 4 t 4; 1:01:10 pm „P,IPI911.0P. IJob 75330 Truss AJ Truss ROOF Type TRUSS Qty 3 6.300 Ply 1 s Apr 19 R A KRESSE COMPANY Job Reference (optional) 2006 MiTek Industries, Inc. MMF Thu yr --, Jun 0814:54:15 2006 Page 1 Scale = 1:11.7 Scherer Brothers Truss Division, Albertville, I I MN 55301 f -0-6-8 I 3-11-4 0-6-8 3-11-4 6.00f N 2 loll 01 IW. 1111111'....411111.1 4 UR II 3-11-4 3-11-4 I Plate Offsets (XV): [2:0-3-8,Edgei LOADING (psf) TCLL 35.0 TCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 CSI TC 0.31 BC 0.14 DEFL in (loc) 1/dell LAI Vert(LL) -0.01 2-4 >999 240 Vert(TL) -0.03 2-4 >999 180 PLATES GRIP MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na n/a BCDL 10.0 Code MNSRUTPI2002 (Matrix) Weight 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEDGE TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Left: 2 X 4 SPF No.2 REACTIONS (lb/size) 3=157/Mechanical, 2=277/0-5-8, 4=36/Mechanical Max Horz2=47(load case 5) Max UpNt-30(load case 5). 2---*-3(load case 5) Max Grav3=157(load case 1), 2=277(load case 1), 4=73(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3/0, 2-3=-73/65 SOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98: Kimph; h=25ft TCDL=6.0psf; EICOL.Opsf; right exposed ; end vertical left and right exposed; Lumber Category 11; Exp B; enclosed; MWFRS interior zone; cantilever left and DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) This truss requires plate inspection per the Tooth Count 4) Refer to girder(s) for truss to truss connecnons. Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss 2. to bearing plate capable of withstanding 30 lb uplift at joint 3 and 3 lb upfift at joint LOAD CASE(S) Standard PLC 6/27/06 Additions to Agenda Recap • Bike Trip • golf Upcoming Events • Canoe trip • High Adventure trip • Swim test and bear training for Tomahawk (SW YMCA on 7/11) • Tomahawk • Cycling merit badge Discussions Closing $330 Truss AJ1 5terer Brothers Taus Division, Albertville, MN 55301 -0-6-8 H 044 Truss Type ROOF TRUSS 1-10-15 Qty 1 Ply R A KRESSE COMPANY MMF 7390(-/ Job Reference (optional) 6.300 s Apr 19 2006 MiTek Industries, Inc. Thu Jun 0814:54:16 2006 Page 1 1-10-15 3-11-4 2-0-5 Scale =1:7.9 331811 1-10-15 131 3-11-4 4 'Fate Offsets (X Y): f2:0-3-8,Edge) 1-10-15 2-0-5 MING (pst) Cu. 35.0 CDL 10.0 cu 0.0 ax 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber increase 1.15 Rep Stress tnc r YES Code MNSRC/TPI2002 CSI TC 0.07 BC 0.16 WB 0.00 (Matrix) DEFL in (toc) Vdefl Ltd Vert(LL) -0.01 2-4 >999 240 Vert(TL) -0.03 2-4 >999 180 Horz(TL) -0.00 3 n/a n/a ,UMBER OP CHORD 2 X 4 SPF No.2 ,OT CHORD 2 X 4 SPF No.2 VEDGE eft 2X4 SPF No.2 PLATES GRIP MT20 197/144 Weight 8 ib BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiIing directly applied or 10-0-0 oc bracing. AACTIONS (Ib/size) 2=18310-5-8, 4=38/Mechanical, 3=75/Mechanical Max Horz 2=26(load case 5) Max Upiift3=-16(Ioad case 5) Max Grav2=183(load case 1), 4=77(load case 2), 3=75(load case 1) ORCES (ib) - Maximum Compression/Maximum Tension OP CHORD 1-2=3/0.2-3=-51/33 OT CHORD 2-4=0/0 OTES i Wind: ASCE 7-98; 90mph; tw25ft; TCDL 6.0psf; BCDL=5.Opsf; Category It Exp B; enclosed; MWFRS interior zone; cantilever left and ikiht exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. t This imss has been designed fora 10.0 psf bottom chord live mad nonconcurrent with any other live loads. This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 3. )AD CASE(S) Standard PLC 6/27/06 Additions to Agenda Recap • Bike Trip • golf Upcoming Events • Canoe trip • High Adventure trip • Swim test and bear training for Tomahawk (SW YMCA on 7/11) • Tomahawk • Cycling merit badge Discussions Closing b330 Truss AJ2 cherer Brothers Truss Division, Albertville, MN 55301 ate Offsets (X,Y): [2:0-3-8,Ed je) Truss Type ROOF TRUSS (My 1 Ply R A KRESSE COMPANY MMF Job Reference (optional) 6.300 s Apr 19 2006 MiTek Industries, Inc. Thu Jun 0814:54:18 2006 Page 1 73501 3x8 If 1-10-15 1-10-15 11?4 0-0-5 Scale = 1:7.9 )ADING (psf) X 35.0 ;DL 10.0 0.0 '.DL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Inc- YES Code MNSRC/TP12002 CSI TC 0.07 BC 0.04 WB 0.00 (Matrix) DEFL in (loc) Vdefl L/d Vert(LL) -0.00 2 >999 240 Vert(TL) -0.00 2-4 >999 180 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 197/144 Weight 6 Ib AMBER )P CHORD 2 X 4 SPF No.2 )TCHORD 2 X 4 SPF No.2 EDGE it 2 X 4 SPF No.2 ACTIONS (lb+size) 2=16310-5-8, 4=19/Mechanical, 3=75/Mechanical Max Horz2=26(load case 5) Max Upfift2=-5(Ioad case 5), 3=16(laad case 5) Max Grav2=163(load case 1), 4=38(load case 2), 3=75(load case 1) MCES (Ib) - Maximum Compression/Maximum Tension )P CHORD 1-2=-3/0, 2-3=-51/33 )T CHORD 2-4--0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. )TES Wind: ASCE 7-98; 90mph; h=25ft; TCDL�.Opsf; BCDL=5.0psf; Category 0; Exp 6; enclosed; MWFRS interior zone; cantilever left and tight exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live toads. This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. Refer to girder(s) for truss to truss connections. Pmvkie mechanical connection (by others) of truss to bearing plate capable of withstanding 5 ib uplift at joint 2 and 16 Ib uplift at joint 3. FAD CASE(S) Standard Job Truss 75330 81 Scherer Brothers Truss Division, Albertville, MN 55301 88 0-6-8 6.00112 3-1-12 Truss Type ROOF TRUSS 3-1-12 { 4-4-8 1-2-11 3.87112 4x4 Qty 1 Ply 1 R A KRESSE COMPANY MMF Job Reference (optional) 6.300 s Apr 19 2006 MiTek Industries, Inc. Thu Jun 0815:33:14 2006 Page t 73 sq 1 5-5.4 1 6-8-0 1-0-13 1-2-11 4x4 = 4 4x4 = 5 { 4x4 6 9-9-12 3-1-12 110-4-41 0-6-8 Scale =1:18.7 Plate Offsets (X,Y): 3x8 11 4-10-14 11 10 9 3x4 = 3x8 = 12 2:0-3-6,Edge) 17:0-3-8,Edge) 4-10-14 9-9-12 3x8 I1 4-10-14 LOADING (psf) TCU. 35.0 TCDL 10.0 11 9CLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code MNSRC/TPI2002 LUMBER TOP CHORD 2 X 4 SPF Not BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF -S No.2 WEDGE Left 2X4SPF No.2, Right 2 X 4 SPF No.2 CSI TC 0.37 BC 0.39 WB 0.08 (Matrix) DEFL in (loc) Weft Lid Vert(LL) -0.02 10 >999 240 Vert(TL) -0.04 7-9 >999 180 Horz(TL) 0.02 7 nia n/a PLATES GRIP MT20 Weight: 33 Ib 169/123 BRACING TOP CHORD Structural wood sheathing diredty applied or 5-4-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=825/0-5-8, 7=825/0-5-8 Max Horz2=17(Ioad case 5) Max Uplift2=-10(Ioad case 5), 7-10(toad case 6) I , FORCES (ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3/0, 2-3=-1135/21, 3-4=-934115, 4-5=-852/17, 5-6=-930/15, 6-7=-1133/21, 7.8=-310 BOT CHORD 2-11=-5/898, 10-11=-5/898, 9-10=0845, 9-12=0/897, 7-12=0/897 WEBS 4-10=0/145, 5-9=1/190, 3-10=-116/47, 6-9=-123/46, 5-10=-53/79 NOTES (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.0psf; BCDL=5.0psf; Category 11; Exp B; enclosed; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber 001=1.33 plate grip 001=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live Toad noncurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance ins 6) Provide mechanical connection (by others) of truss to bearing plate inspection. 7. capable of withstanding 10 lb uplift at joint 2 and 10 ib uplift at joint 7) Girder carries hip end with 3-1-12 right side setback, 3-1-12 left side setback, and 4-0-0 end setback 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 Ib down and 19 Ib up at 6-7-5, and 118 lb down and 19 lb up at 3-2-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE($) section, loads applied to the face of the truss are noted as front (F) or back (8). 11) LOAD CASE(S) Standard 1) Regular. Lumber Increase=1,15, Plate Increase=1.15 Uniform Loads (pif) Vert: 1-3=-90, 3-4=-135(F=-45), 4-5=-135(F=-45), 5-6=-135(F==-45), 6-8=-90, 2-7=30(F=-10) Concentrated Loads (Ib) Vert 3=-118(F) 6=-118(F) 75330 132 Scherer Brothers Truss Division, Albertville, MN 55301 -d-6-8 0-64 Truss Type ROOF TRUSS Qty 1 Ply 4-10-14 4-10-14 R A KRESSE COMPANY MMF 1 Job Reference (optional) 6.300 s Apr 19 2006 MiTek Industries, Inc. Thu Jun 0814:54:27 2006 Page 7350)1 9-9-12 4x6 = 4-10-14 Scale = 1:17. 6.00 12 3x8 I1 5 Plate Offsets (X,Y): [2:0-3-8 Edge], [4:0-3-8,Edge] LOADING (psf) ICLL 35.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 4-10-14 4-10-14 1.5x4 11 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code MNSRC/Tp,2002 LUMBER TOP CHORD 2 X 4 SPF No.2 SOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF -S No.2 WEDGE Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2 CSI TC 0.34 BC 0.32 WB 0.09 (Matrix) DEFL in (loc) t/defl Vert(LL) -0.03 4-5 >999 Vert(TL) -0.06 4-5 >999 Horz(TL) 0.01 4 n/a 9-9-12 4-10-14 Lfd 240 180 n/a 3x8 11 PLATES GRIP MT20 Weight 28 Ib 169/123 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/stze) 2=596/0-5-8, 4=521/Mechanical Max Horz2=-24(load case 3) Max Uplift2=2(bad case 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3/0, 2-3=-732/1, 3-4=-728/0 30T CHORD 2-5=0/550, 4-5=0/550 NEBS 3-5=0/224 TES (7) ()Unbalanced roof live loads have been considered for this .1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.0t�; BCDL=5. ;Category 11; Exp B; enclosed; MWFRS interior zone; cantilever left and right exposed ; end vertical Left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. i) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. »This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. ()Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 2. OAD CASE(S) Standard �o� M>= =Zrn z0Z m=X -a > -„al DO O z Z Z zmm cri COz O zrWmrr n Nm 0 d:0 o rrr- • I- f;A(P2 71_bd ED4 900Z 112idd 0£ :9'3J 4% 3'3 r m X Z 0 r- 0 0 m r 1 11 r 0 0Z c -o c / / / / / © 0 0 0 / / / / (0 O 0 0 0 0 r r v z 0 2 co 0 z 0mm 13 Caom oom o 33• D m m> m -i rD rr O 0 r— > ZO z z 0 o o 01 v soot 111:Idd oc :03SIA 1 D "s D i' r- °. °m s x z 0 z r m r -nr 0 0 z 0 z v z 0 0 I m z wood fliwVJ o� z co • 0 "'+ �_ my= =Zm Zoz m=�n n �� .r<1 m D • OO zZZ zmm O al CO 7:1 Z 0 i z 0 oOA a � W m 900Z -1I2:db 0£ :43SIA31:1 D r 0 r m m r r 0 0Z 0 0 Z O c c -n © 0 — f_ 2'-„y2 ” -10 r -P© l0 O 1 11p0 rn 00v' Z -w x 01 m0 z0 N -P 4'+834" 0m Om m0 71 00 m0 wz 0 0 m J 0 CO OHI m>= =zm Zoz =X 537-13 rn> m zZZ zmm CA coO z 0 O > -71 O � z� -0D D z zm r- 0 O 0 -1 m> =zm Zoz mm -mX C)zi �> mrj<1Z zZZ zrm 0 (DO N z 0 Zr mr 0zh9 �yN p.Qor_ MIT lao o m -o m> <-1 D>- _� r- 0 < Zm H m X m 0 • • --f>z >r:32 mv)z c>v)z Moi Do Iv- zzmm mx,C,, mz -lo NWQ_rn �> [Dm V)r °D wzy 3U0> XON -r : I-> z(Am-1 (7Fri ) 73 m 0 z -1mxi G0')N0 = O 0m CD 0 1 m>= =Zm zoz 1-171 X m rmD m zZZ zrm O cri CO NZ 0 zrgoi Omr Z 71z 4rn2N 000111MIT f;A? hO 01,0 n -1>Z K(nZ CA(/)Z v DOM ZZIM n m m C Z -A D < = -) D X) * r to Z Am = rn X> n m N -13 = (n Nz : 3 u0> X0- ZEA z(nm xi ( m Z p N ZC m 0Np0 0 0m 1 111 1 1111 I11111I1I11 -t ovm -i0• < Z =Nr- m p - (7)z ZWG) 0 O) l (n Z �ol� _ =I TI x>0 cnzn - m z(1)z v 0 MILL iiWm 11111111 �Iiliili CA v 0 -I -I 0 L N --rt 2 0020 O x C -iZ Z�01rT1 N'n Zm x ®0 i? mro v 10MC° 0 r vC 0 • Zo) 0 r0(n� �o rrnrnLn rr)1 32 OrnMr- D ZI(/)lig 0 --1 Z 01 0 0 OD =z Z000x o• rn z -72o °*) rnz CZ Z X I RI • 11.614, agM sale malls moo solo so - mym, -ILT D1Z. �r > mN=r rri 0(nrnr OCZZ rrn0"1 rn CO siD,ca ,co -Irrl x zx Z Z 0 c' M0 0 v ''1 --1 C4C.4 mA TIZD RI0=• c��z_1�z R, n y nz r OON-1-Ici) rn�p�1'11Z> p0c• ''1mDco rn1C; O7- ZTl 171 ( (/) �c�-lzDDov,-� c� if2 0 (n Z C• Irrt Z rl n 0 CO Z m oO-I -<0 my= =zm Zoz • =X rrnD mmZ zz Z Zrcsi 03 7) D N z 0 D D z U m� • o0 C 0 r- --Io • z Z0 (/) m 0 0 z (i) 900Z 1I2:1dd 0£ :a3SIA32! 2D 7:1-P nN oz rnIxi z4 z o- o(A 0� 0U)) Z I X<MC r W z MI m m rxi (.1) -0 0—I—I0 0XI 0020 mm r Mc -n -n Crn0m ZMOM � mmv r w— oo )r r OD< 00 ai Z 73C0)r K(7� 2 � D Z m2 CDN x0 Izx (-1 g. X�0 MC)0=!r0-1 - Q 3 (i)0D MOM* 2<N 0 �'13 el rte= • oZ Kms K R° Z G) Dr mmN N O0 mO DA) zc (z c,.I Z 0 i444h''PINdON444IWPINdA1'M71110i'1111'0100rirtal i +r, g J 7► i 1 0 -I --I 0 C- N 0020 O x r 73C N ' Crn0co -I O zp'om N m -I= ® o I X .� 0 �00 rn rED z�cn-Ir c 00 Zrnov 0y az ZmC)X v• m 0= oM1 0 o = Z ()00 ((n 00 n8 x/o mDmz m 11 O m --i (n s� m 0 o� 0 T cn "0 CI) D Z mo (1) > r en N A7 Nolo coN gA mmIt 'TI CZ vz 0 N M -I (/)(.4 ZD �0=• OC)z -12 Z0 0m= mz �xi� N mm>� -nNr- a-1 0 r vz m Z(nmv =m Zm> DNz7] 0 gym-� OZD0 -1 a v 0 RI Z 'x ZD oOCON 00 0-I'ZzTT Zv �f=TIo2 rnz 0z��' 0 cnrZ4 DAN 0R° CN DZ co0 C)� _() Ot rn T cig (-,) --4 K -I_ 1 z Z r O 00 WVC)IC)c) DOmmm-< z=Zc my0,0K O<mOo mm 0M-10 K 0 FO W� Wm>3 mz< NC mlx m CD ZNO= op mm -,N z r= 0 p 0 -91 D = ozmmoT E::vv) =r z c - z Z OmD�z000 r m r N N 0 _ c.rn(nzc.c-m OXM2 OOX r 0 c) 0 0 r 00W 0 0 X mo m OX x WO Du, M Oz �-1 0z N Xz 0 0 0 0 -< C W I--< OW 0* K X0 W 0 W W OC) V) Dom 11 ECU z3b)T 2_42 o(1)0*00z C7 Z T1 N 0N* KC' r2 ocn crvTlm � rno vc�� vino 900Z 1I1:Idd OE :a3SIA3321 (n m (75 Z 0 m 0 0 c>z DC-rn mz 20-1 ZOxD 0-6-6 m -IT -1-1 (nNz .�� Omm X rCA = zxr 7)0Z>O M m m m m m r _ II O _ 0 O r Z w m 0 z 0 O z o °O cn g ym D zip m ✓ mO mZ D -n O O z 0 z Zr>m(P1 PnEnr mr ao:1rn ViT f;A•1 006 m > O r - O -u �r Z soot 1I db o£ :G29IA a 1' 2'-13/8" 7'-6y2" 4 D0 ZN DNn WO AX N2 s >m� irn �O pa ZX 40 53 0 8 0 p 3 0 O Ne o r 00 io r -O m -v m 73 Ci) (41 N_ — 4 m2 O 0ZDco Dnmr; r2A:1 0WX <0 m L.„ " 5' -0" 2 N m73O 0 0 m troe : low( oNYT.EL g'eS -TEE L 15e; A r‘-'1 ATI '2. Cle.,47:2;1: L- = 1- C.> 1" " NIT i 7.r ,FL.ANI i tleek. a c L 3 .4- + airi f.• -7 2.. 0 -1 x 0 Itivr,*. (.00 k h 4 40 X it :t I 4:1c) 4 4 71 1,(.„ u 151c, :- )4-i il Z(..3 = ..b.41,1 •4 "2-0 /1.. = 41‘11 4- n , 4 t x 6z:ft / 4,,, = 17 1 1" 14' _.,:) 1 't i 1/2. /9 >4 5r, --If 4.S.S is..)1 45. kt L r 114 - 6 -4 ,6-4 1510/11. 54(tcoott)4/sz-4- L. F-iis - ,, 6S s 0 k LE. seAg.$0.f.4, , •SI cleAcDtz.• 1-1 s. to AT - y47 IN 1 rLA4L-.17 C, 54 4 >ti 1/4 W 1TH 'Tr, 19 LA-rE •5/&" *sts,'47.4. 'FL)44 4 l& IlYt 15 / /2. , I 5 ( 12- A, 5 11ZYL 6/6 >4 LLEi WE 5/6, vi .X1 t- V/ N) Lodi+) - 24 e.s F (.164 Ai, ,J a_ Wi {C.. 2.0 1! -IE 0=° -z 2a-o u Vg,OF = 12S to7 = 120 # FK, `� 'r 01 /2.0 C � 4/E FL ' cirri ©F 341 `i FLY , oos yvilf,selAT /Li," 45 11-'414. _ "Z S4/i 5,f. = /c.4, 2. pof ItoPI.( P-1 CoAsis—< S ° 1/2,4 f' 1.-`( w4 a1,.2. E 1 a e Cpµ IBX �c GC) -1/-41.. - ' 1 WALL 314LAT4FQuA-; To z2 TsjFc544-L . gmV FLoog. T Arm r A' �LeVA—, o,,,} R A KRESSE COMPANY MONTELIBANO RES. 1598 STEPHANIE CIRCLE EAGAN, MN. PO M24152 JK 75330 / RLP 6 6/06 MMF/ MMF EXI RNA/A/pain/� '2 " T' •xt 7353* 15°►g SkehouCu REND DATE: RI lit DING INcrECTI ! HANG 2x8 FLOOR JOISTS FROM B3 GIRDER WITH PRCVIDED MSH29 HANGERS. 0 0 3-11-4 rTO FACE ROOF TRUSS LAYOUT SCALE 1/4" = 11-0" Hanger Key Do not use 1.5" t10r4 horger rolN uden ep.o fllegd. yiee ttaaatlam tithe Wath worn atonn packet. USP# JESS USP# MSH29 USP# TI -028 "tont": "EsirroZitnnitIV="1" 'Malan a AIDiYwhwanerase Wen NkuN kee,rPo MWOW M =Marg. adoidpgeeeegWm.or out show ftrINFORIBMION PACKET i..mmr is SSSE R TRDIIV DIVISION 11920 53rd Street NE Albe,tvIte,MN 66301 Fhom (163) 4074324 Fax (7031497.4930 PERMIT City of Eagan Permit Type:Building Permit Number:EA164651 Date Issued:10/05/2020 Permit Category:ePermit Site Address: 1598 Stephanie Cir Lot:12 Block: 1 Addition: Ridgehaven Acres PID:10-63995-01-120 Use: Description: Sub Type:Reroof & Siding & Windows/Doors Work Type:Replace Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and house wrap and leave on site. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Valuation: 15,000.00 Fee Summary:BL - Base Fee $15K $265.50 0801.4085 Surcharge - Based on Valuation $15K $7.50 9001.2195 $273.00 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 - Jose A & Michelle M Montelibano 1598 Stephanie Cir Saint Paul MN 55121--115 A Team Construction Inc 13743 Aberdeen St NE Ham Lake MN 55304 (763) 710-9955 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA168844 Date Issued:05/06/2021 Permit Category:ePermit Site Address: 1598 Stephanie Cir Lot:12 Block: 1 Addition: Ridgehaven Acres PID:10-63995-01-120 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. We encourage you to retain an electronic copy of photos until the project passes a final inspection. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Jose A & Michelle M Montelibano 1598 Stephanie Cir Saint Paul MN 55121--115 Fj Construction 11901 Knolls Path West Lakeville MN 55044 (952) 457-6903 Applicant/Permitee: Signature Issued By: Signature