Loading...
3648 Robin LaneINSPECTION RECORD C1TY'OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: ! nl i? lil (lt:k 1 111I IN 1 ANt I Wit 1; PERMIT SUBTYPE: . 11 APPLICANT: ???? ? ;,rl ! its t ? •+?I lt.Iz1 4U!''1 TYPE OF WORK: 1,11 1 1 li 1 N(i th28fit, l NA / ; I I INSPECTION TYPE DATE INSPTR INSPECTION TYPE DATE INSPTR. . i f 1?r11 r,i, mil- [No, I W .111 111 I IrfJ ! 1 I'1 r+r 1 ! PI i I f: r. f 11111,11 I'?r1I>,It I Ii 1! t r? 111!11 1'1 lit, I 7 ile+I ki MARIM `t : NI F j- '. 0 i h W P1HR 14 C PI HO 7 Permit No. Permit Holder Date Telephone A ELECTRIC qqS11( r uiv PLUMBING HVAC ?j Inspection 0 I sp. Comments FOOTINGS / ((( FOUND - ?L Ltti FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST v Il G ROUGH HEATING GAS SVC TEST 1/- 7 INSUL /2- /tom GYPBOARD FIREPLACE ' FIREPLACE AIR TEST FINAL PLBG FINAL HTG iO .71 p U ZJ ORSAT TEST BLDG FINAL / /// LLL BSMT R.I. BSMT FINAL DECK FTG DECK FINAL Werti f icate of Cccupauc4 (Fito of Wagan zrartmant of Sniftwo 3newflau This Certificate issued pursuant to the requirements 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: UseClauifkation. SF DWG/GAR Bldg. Permit No. 28461 O-tp ay Type R-3 IS- I zoning Disv c R-1 Type Const. V-H Owner of Building SONS CONST CO ASS, 12092 SAFARI PASS. APPLE VALLEY, 1 RWbding Aaaten 3648 ROBIN LANE t.otaury L18, B2, BLAC HAWK PORRST i q_ Dme: Bmlding Official / - POST IN A CONSPICUOUS PLACE Address . 3648 ROBIN LANE Zip 5512 - ;2-Lot 18 Blk Sub BLACKHAWK FOREST THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECTION. Date: Yes No Inspector: Final grade (6" from siding) t/ Permanent steps (garage) rl Permanent steps (main entry) Permanent driveway j? Permanent gas Sod/Seeded grass Trail/curb damage Porch Basement finish ? Deck Please verify with the builder the removal of roof test caps from the plumbing system and the shutoff of water supply to the outside lawn faucet before freeze potential exists. Contact engineering division at 6814645 before working in right-of-way or installing underground sprinkler system. White - City Copy Yellow - Resident Copy Pink - Contractor Copy 3 3 3 -116 © 7? OBE ° LY hi request void 18 months from validafian da% printed in this box. PLEASE PRINT OR TYPE ?jf r Reauesl Date Rough-in inspection required2 ® Yes ? No Inspection Other Than Rough-In: Q Ready Now Will Call 10/08/96 (You mast call the inspector when ready) Dale Ready: I, E] licensed contractor owner hereby request inspection of the above electrical work at: Job Address 1Stre nt, Box, or Route No.) Ciry Zip Code 3648 Robin Lane Eagan Section No. Township Name or No. Range No. Fire No. County Dakota Occu"rin Phone No. Sons Construction 452-4721 Power Supplier Address NSP Electriool Contmaor (Company Name) Contractor ?mnse Na. Me,%, Lic No. (Plant Eled. Only) Joos Electric Co. CA 00961 Mailing Address (Contractor or owner Performing Installation) 3980 Beau D' Rue Drive. E agan, MN 55122 Authonmd Signatum (Corti or Owner Performing lnsbllafia Phone No. 688 6180 EB-00001AA0 6/95 STATE BOARD COPY- SEEIUCTI SON BACKOFYELLOWCOPY tat Board o ELECTRICAL iciity Paul INSPECTION VIII HII VIIIII. II II III II (IIII I IIII REQUEST FOR , MN 55104 s F s 0 3 3 3 1 1 6 2 Phone (612) 642-0800 %00?9 X Home I Duplex Apt. Bldg. Other _ g New Addn Commercial Industrial Farm Remod Repair Air Cond. Htg. Equip. Wafer Hit. Load Mgmt. Other: Dryer Range Elec. Heat Tem . Service "k' above the work covered by this request. Enter remarks in this space and on the back of the white copy only. b GS ?'? Calculate Inspection Fee -This Inspec ion R questwtl not`b accepted without the correct fee: Other Fee $ Service Entrance Size Fee 6 Circufh/Feeders Fee Mobile Home Park Stall 0 to 200 Amps 0 to 100 Amps Street Ltg./Traffic Sig. Above 200 Amps Above 100Amps Transformer/Generator INSPECTOWSUSEONLY TOTAL Sign/Outline Ltg. Xfmr. 1 J / (J'_?? Alarm/Remote Control Swimming Pool I here taro that I ins ed the electrical instil her on the doles stated es,s Irrigation Boom Rough-In Dare Special Inspection Investigative Fee Final Dam r THIS INSTALLATION MAY BE ORDER Y DI ONNE D IF NOT COMPLETED WITHIN 18 MONTHS. 7aU74 2006 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. ??• 6th Date 'J Site Street Address 3??8 Sob /?? U) Unit # ? I Property Owne Sa l ?n/1X r Telephone # (b5( I ?? / L I tf r J ?? I-? Contractor Tl r / (l1Q tn/()V k5 Telephone #0i 132 , S- (3q c Address Ll? City eA State W /Q Zip 551D-3 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 soften er 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 -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 $ /" .50 I hereby apply for a Residential Plumbing Permit and acknowledge that the intormation is complete and accurate; tnat 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.pertnit and work wi!! be in accorda ce with the approved plan in the event a plan is required to be eviewed and approved. 0- QI?l7 l? _ Applicant's Printed Name Applicant' Signature / J 1I?y? ht" r 2422 EnterpAea Drive Mendota Heights, MN 55120 * * * (612) 881-1914 FAX:881-8488. * PIONEER uNC ?+?^? •'? ?"`°" aM hBQ? Q LMR wA+InIE• WAMAK M011=111 625 Highway 10 N.E. 8loine, MN 35474 * * * * (812) 783-INO FAX 753-1883 Certificate of Survey for: SONS CONSTRUCTION 3648 ROSIN LANE 26 19 ?. RYI ???? p lB02 0) 1 i i PABIY+780.8 27 800.3 / / QA f :! \ J ?pENpCN MpARKgK ?aa,? 04 t ,, a 03. 42.6 x 802.1 4 ?? 8'00a \ i =798. t ,r i G7 6 H -BOQ 80 1303 60,00 d ?a 4 --- `,IL 3f w ?L803. ? ?, r `? 05?i ??• f J / (?02 EDGE OF POND PER PLAT** r . ^ 1803,5 2.2 / 604.0 101 x + 1V 11 601.8 ?-joP 17 + ?• 2.7 + c\ 801.6 w ! r-. . ot. >r ° YDRANT- 3 flT0.t' .6) • BB7ppEppN H MAR ELE DEPT. Y.?805.78 Q 1\ `ELEC.. TELE. A TV. PED NOM ppppO= CIGDES SNOSM PEA GRADING PLAN BY; SCHOESL t MAOSON PROPOSFn HOUSE ELEVATION NONE OF STRUCTU°RES ?YaME ARCH?? PLANS ? VERTICAL LOCATION LOWEST FLOOR ELEVATION: `L. FO,eNIATNIN o"NOONe. TOP OF BLOCK ELEVATION: - .? WV NO 11KO C 60" INVESTICATON WAS BEEN COMPUTED ON THIS LOT BY THE Y SAIAKTM. THE SUITAfpLITY OF SOILS TO SUPMT THE SPECIFIC I MSE GARAGE SLAB LLEVATION: pROpOSEO 13 NOT TINE RESPONSIBILITY Or THE SUWAYOII NOTE THIS al IWCATE ODES NOT PURPORT 10 SNOW EASEMENTS OTHER THAN X 000.00 OENOTES UMNC ELEVATION TNOSE SNOWN ON THE REWIRED FLAT. ( 0=00 ) DENOTES PROPOSED ELEVATION - - DENOTES OMMAOE ANO UTILITY EAMUl MM CONTRACTOR WAY VEWFY MVLwAY DESIGN. ..-.--?- DENOTES DRAINAGE PLOW DIRECTION NM 9EARM 900 ARE RASED ON AN ASSUNED OATMM t OENOTES MONUMENT -$- DONOTES OFFSET NO WE HEREBY CERTIFY TO SONS CONSTRUCTION THAT THIS IS A INUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF; DLOODTTAICO<rJN BLOCK 2' 13LACKHAWK FOREST IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS. EXCEPT AS SHOWN. AS bUNVLYLD BY ME am UNDER MY DIRECT SUPERVISION THIS 18TH DAY OF JULY, 1986. Sr.wFn. gIONEER ENCWE PA SCALE : 1 INCH 40 FEET 1338 98725.00 5? Vi e No. Q 1999 BUILDING PERMIT APPLICATION (RESIDENTIAL) f9 7 9 CITY OF EAGAN 3830 PILOT KNOB RD - 55122 651.681-4675 New Construction Reguiremente RemodeVReaair Reouiremems D 3 registered site surveys showing sq. it. of lo%sq. fL of house ands roofed areas 0% maximum lot coverage allowed) ? 2 copies of plans (show beam & window sites; poured fad. design; etc.) D t ad of energy calculations i 3 copies of tree preservation plan N lot platted after TN193 DATE: Ni7ye" h CONSTRUCTION COST: i DESCRIPTION OF WORK: L z s /?-vz• d ?FS"FF STREET ADDRESS: _ LOT: /100 BLOCK: 361 Ili 6r I L' SUBD.IP.I.D. #: PROPERTY OWNER CONTRACTOR ARCHITECT/ ENGINEER Name: ? "l wl le,. &7 j [-7A, Phone #: Last Feat G ?j- y90 - a 7 (0 9 - ?? Street Address: 34 y ? b! •-r Zc,, ? City COL, r State: 0//t/ Zip: SS/ Z Company: Phone #: (area code) Street Address: License# Exp. City Telephone #: ( ) Street city State: Zip: Name: Registration #: _ State: Zip: Saw R water licensed plumber (new construction onNl: Telephons #: Penalty applies when address change and lot change is requested once permit is Issued. i hereby acknowledge that I have read this application, state that the information Is toured, and agree to comply with all applicable State of Minnesota Statutes and CN of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY Certificates of Survey Received Tree Preservation Plan Received Yes No Yes No Not Required 2 copies of plan 7 set of energy calculations for hinted additions 1 site survey for exterior additions a decks OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 06 4-plex ? 11 10-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 02 SF Dwelling ? 07 5-plex ? 12 12-plex ? 17 Garage ? 22 PorctVAddn. (4-sea. ? 03 1 of _ plex ? 08 6-plex ? 13 16-plex ? 18 Deck ? 23 Porch (screened) ? 04 2-plex ? 09 7-plex ? 14 Apartments ? 19 Lower Level ? 24 Storm Damage ? 05 3-plex ? 10 8-plex ? 15 Lodging ? 20 Pool ? 25 Miscellaneous WORK TYPE ? 31 New ' ? 35 ? 32 Addition ? 36 ? 33 Alteration ? 37 ? 34 Repair ? 38 GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Width APPROVALS Planning Tenant Impr ? 39 Gas Line Only ? 43 Siding/Soffits/Fascia Move Bldg. ? 40 Gas Insert ? 44 Windows/Doors Demolish Bldg.* ? 41 Wood Stove ? 45 Fire Repair Demolish (Interior) ? 42 Reroof * Give PCA handout to applicant for demolition permit Basement sq. ft. Main level sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Building Engineering Census Code SAC Code No. of Units No. of Bldgs MC/ES System City Water Booster Pump PRV Fire Sprinklered Variance Permit Fee Surcharge Plan Review License MC/ES SAC City SAC Water Conn. Water Meter Acct. Deposit SAN Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total: Valuation: SAC Units % SAC PERMIT CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: P.I.N.: 10-14325-180-02 PERMIT TYPE: B U I L D IN G Permit Number: 026461 Date Issued: 08/21/96 3648 ROBIN LANE LOT: 18 BLOCK: 2 BLACKHAWK FOREST DESCRIPTION: Permit Type SF DWG Trk Type NEW yad R-3 U-1 Ciono e V-N R-1 i errgth:u' ` 62 F:lt{tt1,.. t,.r 44 e r?s'v 2 w 4,666 101 1 - FAN. DETACH REMARKS: PRV FEE SUMMARY: S & W PLBR - R C PLBG Base Fee Plan Review Surcharge SAC SAC % SAC Units Lic. Search Fee Subtotal $2,893.88 $176,000 MISCELLANEOUS $1,923.50 Total Fee $4,817.38 CONTRACTOR: - Applicant - ST. LIC.OWNER: SONS CONSTRUCTION 14524721 0002608 SONS CONST CO ` 12092 SAFARI PASS 12092 SAFARI PASS I APPLE VALLEY NN 55124 APPLE VALLEY MN 55124 (612) 452-4721 (612)452-4721 T hereby- a?knc t inform ti601ji S tptf r s a tE j"A . ... , VALUATION $1,267.25 $633.63 $88.00 $900.00 100 1 $5.00 CITY OF EAGAN 3830 PILOT KNOB RD 65122 llb4tl 1996 BUILDING NG PERMIT APPLICATION (RESIDENTIAL) 581-4675 l.T^(?TTSSL?!hlGTii:L?•l?u ur rt Remodel/Remir Reouirements 401! "3? MAII ?- L 3 registered site surveys ? 2 copies of plan ? 2 copies of plans (Include beam & window sizes; poured fnd, design; etc.) ? 2 site surveys (exterior additions & decks) ? 1 energy calculations ? I energy calculations for heated additions ? 3 copies of tree preservation pf!q i. for platted after 7/11/93 required:. _Yes _ No DATE: -7 - a 9 - 9 CONSTRUCTION COST: DESCRIPTION OF WORK: NEW H ONIE STREET ADDRESS: LOT /8 BLOCK ?- SUBD./P.I.D. #: r?LhCA-#AW k 1 01lCiT PROPERTY Name: 50h j Coh ST Co Phone M Lisa -`f7P1-/ OWNER Street Address ra?yz S?fA"' p """ 45s city: A4() "y State: a Zip- CONTRACTOR. Company: J o`r g C d ° ST C? Phone #: 0 Street Address: Jaop- SAF,4h i P S s License #: Fi- 6 a city: A??l, u., LL'- Y State: h7 N Zip. Sl S l L? ARCHITECT/ Company: Phone M ENGINEER Name: Registration #' Street Address, City: State: Zip: Sewer & water licensed plumber: V-•C ?L& U"7 bl X(I Penalty applies when address change and lot change are requested once permit is issued. hereby acknowledge that I have read this application and state that the infonnatio i correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY --------------- Certificates of Survey Received Yes No 966 i I I Tree Preservation Plan Received Yes `? No a V A M=I2r BUILDING PERMIT TYPE OFFICE USE ONLY 1 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 16 Basement Finish 2 V0 SF Dwelling ? 07 4-plex ? 12 Multi Repair/Rem. ? 17 Swim Pool ? 03 SF Addition ? 08 8-plex ? 13 Garage/Accessory ? 20 Public Facility ? 04 SF Porch ? 09 12-plex ? 14 Fireplace ? 21 Miscellaneous ? 05 SF Misc. ? 10 = plex ? 15 Deck WORK TYPE 12/31 -New ? 32 Addition ? 33 Alterations ? 36 Move ? 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) V N Basement sq. ft. (Allowable) _\/ N Main level sq. ft. UBC Occupancy 2-3, L) -t 2. °d sq. ft. Zoning Q-i ce sq. ft. # of Stories 2- sq. ft. Length (r 2-1 sq. ft. Depth W q.33 Footprint sq. ft. APPROVALS Planning Building a-,o MC/WS System - z-ro City Water 3 f4 Fire Sprinklered a z PRV Booster Pump Census Code. tv t H.? 6 G SAC Code Census Bldg t Census Unit Engineering Variance Permit Fee Valuation: Surcharge Plan Review x?- License MCfWS SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Other Copies Total: % SAC SAC Units Ovate- 7.5K 10 7S !? Yi6 = 760 3z_33x 3i = I0315 Iz- 70 J;t [IS = IG, oso. 2 -70 401( 5-1 3zu 3,z !j 2l/ ly u "20 = 34d 2? Cr y= (1 8_sF0•- 71? 73(,- 2,q . 33Y 30.5 = -714 a ?I L = I I 8 7 2 7 Z V U - e 1 -7 S- * PIONI rn- i Certificate of Survey for: 19 26 Pyl X. INV. AT PEPR am x780.9 803. %0 J / Af w JOE r 2422 Enterprise Drive Mendota heights, MN 5=0 (812) 881-1914 FM661-9W.. uND sAnETGRa • use ENCHCEAF LAW PLUSM• L'Mvw' [ ARW7<CTS 625 Highway 10 N.E. Blaine. MN y5434 (612) 783-1090 FA9 7S3-1883 SONS CONSTRUCTION 3648 ROSIN LANE 1 // . I.6 s802.1 105 ?402-4) 00,0,e \ It I j I F i 01 // " [802 ,2;2 804.0 / 601.8 ,J6 17 7 Y 801.6 C 1 ^E 27 / i /. ' EDGE OF POND PER PLAT DEPT. ?%%ELEC.. TELE. B TV. PEDS po R, V 7 ?? =,l J j L , rL P NQM POPOW GRADES SHOWN PER GRADMIO PLAN BT. SCHOTIL a MAD" PROPOS 0 HOUSE ELEVATION NOM B{Ir,pNG DIMENSpIS SHOWN ARE FOR HORIZONTAL AND VERTICAL LOCATION LOWEST FLOOR ELEVATION: _ 7 9 - 5 -- raT?lC ARauifCTMAI PWIS FOR BUEWND AND TOP OF BLOCK ELEVATION: $22. NOTES Mo ePECMYC BOILB T271CATION HAS BEEN COMPLCT90 ON THIS LOT BY THE ? c'S,1o susvevoR TN[ SS OF SOILS TD SUPPORT THE $KOMTO HOMSE GARAGE SLAB LLEVATION: •?.? . FROPOSEO Ni NOT ft RESPONSMIUTY OF THE SURVEYOR, NOIE THIS pERMICMI! DOES HOT PURPORT TO SHOW EASEMENTS ODIER THAN x oaoo DENOTES ETIISWNO ELEVATION 1 000.00 ) DENOTES PROPOSLD ELEVA110N T110SE 9n0YN ON iNE RECORDED FLAT OEHOn'S DRAINAGE AND UTILITY EASSIM MT k=- MITRAOTOR WJST VERIFY ONV9WAY DEeION. --?- DENOTES DRAINAGE ?LOw DN s MN hM- SEARltY6S SHOWN ARE BASED ON AN ASSUMED OANM t DENOTES MONUMENT -$- DENOTES OFFSET HUN WE HEREBY CERTIFY TO SONS CONSTRUCTION THAT THIS 15 A (RUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: ?LAOKOTA1COtSN 8 MOC Z 13LACKHAWK FOREST IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS. EXCEPT AS SHOWN, AS SVNVLYLD BY ME ON UNDER MY DIRECT SUPERVISION THIS 187H DAY OF JULY, 1996. ff: IONEER ENGINE INC. P.A. SCALE : 1 INCH 40 FEET .. Jr• . LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICAT ..? PROPERTY LEGAL: DATE OF SURVEY: !q LATEST REVISION: m y DOCUMENT STANDARDS ? p ? • Registered Land Surveyor signature and company ? • Building Permit Applicant ? ? • Legal description Ir n ? • Address Rro" ? ? • North arrow and scale 2 ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) / : ? ? ? • Directional drainage arrows with slope/gradient % /? ? • Proposed/existing sewer and water services & invert elevation ?/? / ? • Street name 0 ; ? • Driveway ELEVATIONS ole, p ? • Sewer service (or Proposed) ? ? • Property comers m,-'[3 ? Top of curb at the driveway m?-'13 ? • Elevations of any existing adjacent homes Proposed B--' ? ? • Garage floor Q?-'? ? • First floor U-'? ? Lowest exposed elevation (walkouVWndow) 2 --13 ? • Property comers 2-' ? ? Front and rear of home at the foundation PONDING AREA (f aoolicable) / 4 ? ? i ?? ? • Easement l ne ff-'? NWL ? ? B"? ? • HWL i i ? gnat Pond # des on ? ? Emergency Overflow Elevation DIMENSIONS ? • Lot IinesBeadngs & dimensions ? ? ? • Right-of-way and street width (to back of curb) R-? ? ? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (.e. all structures requiring permanent footings) W? ? ? • Show all easements of record and any City utilities within those easements ;EJ' ? ?? • Setbacks of proposed structure and sideyard setback of adjacent existing structures ? O" ? • Retaining wall requiremeny;,4 any Reviewed: January 1986 CRA1G19W18LDGPRMr.FM n. <? N?b N?) INSTALL 4" PVC SANITA SERVICE AND I° TYPE K COPPER SERVICE FROM EXISTING UTILITIES TO LOTS 7, s, 9, 10, 17, 18,19 - - 1? EX MN SERVICES IN COM ON TRENCH SEE STD. PLAT 350 WYE S-1+51 799.12 EX HYD 10 \ WET TAP CONNECTION 8?x 6° SPLIT TEE GATE VALVE 0" WYE Q 795.E i i Y OF UTILITY 1.0 (:r''?l t? ? 9 V 71ONS. THIS DAT;`i iS' (Jr, ? cp S T1,• `. ,:: i"lOld PURPOSES O?:LY ', Q N sw SING IT SHOULD VEPV THE ( CFO i teATl ON THE SITE. 100 150 IN FEET RESTORE ROBIN LANE TO EXISTING STREET SECTION 2331 TYPE 41 MIX ITUMINOUS WEARING COURSE 2? 2 I TYPE 31 MIX BIT INDUS BASE COURSE CL.S( DIFIED) 100% CRUSHE QUARRY STONE i 21 0+00 CONSTRUCT MH 21 EXISTING 9° VCP SAN. EX. INV. 792.50 (VER: TO CONSTRUCTION) EXISTING BITUMINOUS DISTURBED BY CONST' SHALL BE RESTORED OR BETTER CONDIT! 1 EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION OWNER "4- s T _ PLAN N0. _9.6.01 SITE ADDRESS L[ 3 , 3CAt . w/c Fir l J CONTRACTOR SON'S CONSTRUCTION DATE 06/12/95 PHONE DETERMIME WORKING SQUARE F OOTAGE 3816.58 1. Total exposed wall area 3879.56 sq.ft. x .11 426.7516 2. Total roof/ceiling area 1556 sq.ft x .025 40.456 3. Total floor cant. area 360 sq.ft. X 0.05 18 lover unheated enclosed areas? 4. Total floor cant. area 0 sq.ft. x 0.025 0 (over unheated exposed areas) 5. Total exposed wall area above the floor. 3476.58 a. Total wall window area ....................414.9257 b. Total door area ........................... 37.8189 c. Total sliding glass door area ............. 84.4422 d. Total fireplace area ...................... 0 e. Total wall framing area (ave. 10%i........ 347.658 f. Total net wall area above the floor....... 2591.735 m. Total rim joist area...................... 340 TOTAL EXPOSED FOUNDATION AREA ................ 62.98 h. Total foundation window area .............. i. Total net foundation area ................. 62.98 Determine "U" value of each wall segment. a. 414.9257 x "U" 0.5 = 207.4629 b. 37.8189 x "U" 0.06 = 2.269134 C. 64.4422 x "U" 0.5 = 42.2211 d. 0 x "U" 0 = 0 e. 347.658 x "U" 0.090334 = 31.40542 f. 2591.735 x "U" 0.043215 = 112.0024 9. 340 x "U" 0.040683 = 13.83238 h. 0 x, "U" 0.5 = 0 i. 62.98 x "U" 0.076161 = 4.796649 6 . ...................................Total 413.9899 11 item #6 is the same as or less than item #1 you have met the current energy codes. 2 MCAR 1.16008 A AND 0. TOTAL EXPOSED ROOF/CEILING AREA 1556 j. Total skylight area ....................... 0 L,. Total flat roof/ceiling framing area...... 155.6 1. Total net flat roof/ceiling area.......... 1460.4 Determine "U" value for each roof/clg. segment j. 0 x "U„ 0 = 0 k. 155.6 x "U" 0.025549 = 3.975473 1. 1400.4 x "U" 0.021801 = 30.52976 7....---- . .......................... TM Al 34.50523 14 item g.if; is the same as or I e than i.tP # you l ovo ''t WE 7/ ?. energy code. 2 MCAR 1.16008 A AND 0. TOTAL FLOOR CANT. AREA (enclosed). 360 o. Total floor -.ant. framing area (ave. 10%). 36 p. Total net insulated floor/cant. arena........ 324 Determine "U" value for e ach floor/cant. segm ent. 0. 36 x "U" 0.038941 = 1.401869 P. 324 x "U" 0.020313 - 6.581353 8 ..Total 7.983222 ................ ................. If item #8 is the energy code. TOTAL_ FL q. Total r. Total same as or less than item #3 you have met; the 2 MCAR 1.16008 A AND 0. 70R/CANT. AREA (exposed) floor/cant. framing area (ave. 10%). ? net insulated floor/cant. area...... 0 Determine "U" value for each floor/cant. segment. q 0 x "U" 0.039308 = 0 r. 0 x 0.020412 = 0 9 ...................................Total 0 If item #9 is the same as or less than item #4 you have met the energy code. 2 MCAR 1.16008 A AND 0. I HEREBY CERTIFY THAT I HAVE C:ALi: T:;iij "U" FACTORS AND "F"' VALUES HEREIN AND THAT THE BUI ING HCRIBED MEETS ORV?S THE STATE OF MINNESOTA ENERGY •ONSV r_.T. (signature) V 1 NOTES FLOOR DIAPHRAGM OR JOIST 1. MAXIMUM WALL LENGTH TO BE NAILED FOR OTHERS WITHOUT A CONTROL DIAPHRAGM SHEAR JOINT = 50'-0" (CAUSED BY HORIZ 2. PRIOR TO BACKFILLING, FOUNDATION SHEAR "V") TO BE DETERMINED WALLS MUST BE LATERALLY SUPPORTED BY OTHERS BY FLOOR CONSTRUCTION AT BOTH BASED ON PLAN P TOP AND BOTTOM OR BY ADEQUATE TEMPORARY BRACING. 2 x 6 TREATED 65 PCF: 3. SPECIAL REVIEW REQUIRED FOR A WOOD PLATE W/ M A34 SIMPSON HIGHER WALLS. (2) A.B. WITH ONE OR W/4 WITHIN 12 EACH " NI EG A 4.WALLS WITH EQUAL BACK L FILL ON BOTH SIDES REQUIRE FOR 65 PCF: N.S. & F.S. NO REINFORCING FOR WALL 1/e" 0 x 8" A. B. OF JOIST " LENGTHS LESS THAN 25' W/(i) NUT & WASHER O.C. a 16 LONG AND HORIZONTAL OR SIMPSON MA6 ANCHOR 1 FOR OTHER PCF: REINFORCING ONLY FOR OR APP 'D EQUAL 8 321, O.C. SEE NOTES WALLS LONGER THAN 25' FOR OTHER PCF: _ ON PAGE S-5. MATERIALS SEE NOTES ON PAGE S-5. \ CONCRETE: 3000 PSI a 28 DAYS IF DRAINAGE BOARD AGGREGATE: FTG - 11/2" MAX IS INSTALLED, V I WALLS - 3/1 " MAX USE 35PCF REINFORCING: ASTM A615 GRADE 40 SLOPE BACK 100 % GRANULAR - GROUP I GRADE AWAY FILL: EQUIVALENT FLUID PRESSURE FROM FDN. (Teq) = 35 PCF GRANULAR & LIGHTCLAY - GROUP II EQUIVALENT FLUID PRESSURE (Teq) = 45 PCF HEAVYCLAY - GROUP III EQUIVALENT FLUID PRESSURE (Teq) = 65 PCF GROUPS BASED ON CODE, SEE SHT. S-3 H = 8'-0" HIGH WALL 8 8 8 10 10 10 F 35 45 65 35 45 65 NONE NONE 12..e NONE NONE NONE PLF) 267 344 497 267 344 497 H = 9'-0" HIGH WALL (IN) 8 8 8 10m 10 10 Te (PCFQ) 35 45 65 35 45 65 VERT. STL. #4 „a 16 #4 a 12@1 #42 61' NONE NONE #4.,@ 10 CPLF> 352 452 752 352 452 752 s., (4) #4 (9'-0") (3) #4 (8'-0") HORIZ. BARS - ON TIES 04 x 2'-0" DOWEL E 6'-0" O.C. ?R t/2 t/2 TYP. PCF I Va':" 65 PCF 31/2 STEEL C SEE SCHEDULE) s t .2" CLR FLOOR SLAB 1. ONLY Y DRAIN 1 TILE -/ N. DRAIN 8" x 16" FTG (MINE MUST FTG TO BE SIZED MPLY w/ BASED ON SOIL C APPEND. ITIONS a EACH 1824.3 & 1824.4 COND SITE & DETERMINED OR APP'D EQUAL BY OTHERS. WALL SECTION GORDON LUND NO. 9 p J. H. Dahlmeier Engineering Inc grd 40 BOX 283T R.R. 2 ORM J . S -1 DASSEL, MN 55325 HD CW=BY 2305 Commerce Boulevard 612-472-4746 6/21/95 Phone: (612) 751-2770 .IHi] Mound, MN 55394 Fax 612-472-6103 v NOTES FLOOR DIAPHRAGM FLOOR JOIST BY OTHERS BY OTHERS 1. MAXIMUM WALL LENGTH WITHOUT A CONTROL JOINT = 50'-0" 2 x 6 TREATED 2. PRIOR TO BACKFILLING, FOUNDATION WOOD PLATE W/ WALLS MUST BE LATERALLY SUPPORTED MIN WITH BY FLOOR CONSTRUCTION AT BOTH ONE WITHIN 12" 5 - lOd NAILS TOP AND BOTTOM OR BY ADEQUATE EACH END n TEMPORARY BRACING. TO NAIL JOIST TO 1/2" 0 x 8" A.B. PLATE W/(1) NUT & WASHER MATERIALS OR SIMPSON MA6 ANCHOR 1 OR APPROVED EQUAL „ CONCRETE: 3000 PSI 2 28 DAYS E 72" O.C. 1 8 AGGREGATE: FTG - 1 lAe" MAX WALL - 3/4" MAX REINFORCING: ASTM A615 GRADE 40 BACKFILL: SEE SHEET S - 1 ' SLOPE GRADE AWAY 8.. / o FROM FDN. I l - (3) #4 •4 x 2'-0" DOWEL HORIZ. E 6'-0" O.C. T & B OR a„ t/2 t/2 COMPACTED BACKFILL DRAIN FDN. DRAIN TILE TILE MUST 8" x16" FTG (MIN) CUBC OMPLY APPEND. FTG TO BE SIZED 182 D. 1824.3 & 1824.4 ` BASED ON SOIL OR APP'D EQUAL CONDITIONS 2 EACH SITE & DETERMINED BY OTHERS. WALL SECTION GORDON LUND 95077 J. H. Dahlmeier grd 40 BOX 283T R.R. 2 awa By Engineering Inc. S - 2 D DASSEL, MN 55325 CwmOff 2905 Commerce Boulevard 618-4724746 6/21/95 Phone: (612) 751-2770 JHD Mound, MN 55364 Fax 612472-6109 NOTES 1. MAXIMUM WALL LENGTH WITHOUT A CONTROL JOINT = 50'-0" 2. PRIOR TO BACKFILLING, FOUNDATION WALLS MUST BE LATERALLY SUPPORTED BY FLOOR CONSTRUCTION AT BOTH TOP AND BOTTOM OR BY ADEQUATE TEMPORARY BRACING. 3. SPECIAL REVIEW REQUIRED FOR HIGHER WALLS. 4. WALLS WITH EQUAL BACK FILL ON BOTH SIDES REQUIRE NO REINFORCING FOR WALL LENGTHS LESS THAN 25' LONG AND HORIZONTAL REINFORCING ONLY FOR WALLS LONGER THAN 25' MATERIALS CONCRETE: 3000 PSI 2 28 DAYS AGGREGATE: FTG - 11/2" MAX WALLS - 3/4" MAX FLOOR DIAPHRAGM - TO BE NAILED FOR DIAPHRAGM SHEAR (CAUSED BY HORIZ. SHEAR "V") TO BE DETERMINED BY OTHERS BASED ON PLAN 2 x 6 TREATED WOOD PLATE w/ MIN. (2) A.B. WITH ONE WITHIN 12" EACH END FOR 65 PCF: - 1/2" 0 x 8" A.B. g WASHER W/(1) NUT &* OR SIMPSON MA6 ANCHOR OR APP' D EQUAL 2 32" O.C. FOR OTHER PCF: SEE NOTES GN PAGE S-5. 8 IF DRAINAGE BOARD / IS INSTALLED, V I USE 35PCF REINFORCING: ASTM A615 GRADE 60 SLOPE BACK 100 X GRANULAR - GROUP I GRADE AWAY FILL: EQUIVALENT FLUID PRESSURE FROM FDN. (Teq)= 35 PCF GRANULAR & LIGHTCLAY - GROUP EQUIVALENT FLUID PRESSURE (Teq)= 45 PCF HEAVYCLAY - GROUP III EQUIVALENT FLUID PRESSURE (Teq)= 65 PCF GROUPS BASED ON CODE, SEE SHT. S-3 II H = 8'-0" HIGH WALL t 8 8 8 10 10 10 To (P Fqq) 35 45 65 35 45 65 SILT NONE NONE i4.,@ NONE NONE NONE ` (PLF) 267 344 497 267 344 497 H = 9'-0" HIGH WALL t 8 8 8 10 10 10 Teq (PCF> 65 35 45 65 STL 24 t 16 2 NONE NONE 16„e (PLF) 752 352 452 752 GORDON LUND BOX 283T R.R. 2 DASSEL, MN 55325 Phone: (612) 751-2770 (4) °4 (9'-0") (3) °4 (8'-0") HORIZ. BARS - ON TIES FLOOR JOIST BY OTHERS FOR 65 PCF: SIMPSON A34 ANCHOR W/4 8d NAILS EACH LEG N.S. & F.S. OF JOIST 16" O.C. FOR OTHER PCF: SEE NOTES ON PAGE S-5. STEEL < SEE SCHEDULE) x t 2" CLR FLOOR SLAB e *4 x 2'-0" DOWEL 2 6'-0" O.C. ?R t/2 t/2 TYP. PCFJ?g11/2" 65 PCF 31/2" ONLY DRAIN TILE 8" x 16" FTG (MIN) FTG TO BE SIZED BASED ON SOIL J CONDITIONS 2 EACH SITE & DETERMINED BY OTHERS. 0 ., FDN. DRAIN TILE MUST COMPLY w/ UBC APPEND. 1824.3 & 1824.4 OR APP'D EQUAL WALL SECTION J. H. Dahlmeier grd 60 Engineering Inc. S - 1 2905 Commerce Boulevard 612-472-474616/21/95 Mound, MN 55364 Fex 61Y-47Y-6109 L NOTES FLOOR DIAPHRAGM FLOOR JOIST BY OTHERS BY OTHERS 1. MAXIMUM WALL LENGTH WITHOUT A CONTROL JOINT = 50'-0" 2. PRIOR TO BACKFILING, FOUNDATION WALLS MUST BE LATERALLY SUPPORTED BY FLOOR CONSTRUCTION AT BOTH TOP AND BOTTOM OR BY ADEQUATE TEMPORARY BRACING. MATERIALS CONCRETE: 3000 PSI @ 28 DAYS AGGREGATE: FTG - 1 Ve" MAX WALL - 3/4" MAX REINFORCING: ASTM A615 GRADE 60 BACKFILL: SEE SHEET S - 1 2 x 6 TREATED - WOOD PLATE W/ '?4 MIN (2) A.B. WITH ONE WITHIN 12" n 5 - IOd NAILS EACH END TO NAIL JOIST TO 1/2" 0 x 8" A.B. PLATE W/(1) NUT & WASHER OR SIMPSON MA6 ANCHOR OR APPROVED EQUAL 8„ \ @ 72" O.C. \ 1- 11/2" 1& DRAIN TILE SLOPE 8„ ?- GRADE AWAY / c FROM FDN. TII (2) e4 ° °4 x 2'-0" DOWEL HORIZ. @ 6'-0" D.C. 8" OR , t/2 t/2 _ COMPACTED BACKFILL ` 8" x 16" FTG (MIN) FTG TO BE SIZED) BASED ON SOIL CONDITIONS @ EACH SITE & DETERMINED BY OTHERS. FDN. DRAIN TILE MUST COMPLY w/ UBC APPEND. 1824.3 & 1824.4 OR APP'D EQUAL WALL SECTION GORDON LUND 95 NO. J. H. Dahlmeier grd 60 BOX 283T R R 2 DRUM Engineering Inc. S _ 2 . . JHD DASSEL, MN 55325 Phone (612) 751-2770 ?? JHD 2905 commerce Boulevard 612-472-4746 Mound. MN 55364 Fax 612-492-6103 6/21/95 NOTES 1. MAXIMUM WALL LENGTH WITHOUT A CONTROL JOINT = 50'-0" 2. PRIOR TO BACKFILLING, FOUNDATION WALLS MUST BE LATERALLY SUPPORTED BY FLOOR CONSTRUCTION AT BOTH TOP AND BOTTOM OR BY ADEQUATE TEMPORARY BRACING. 1/2" 0 x 8" A.B. W/(1) NUT & WASHER OR SIMPSON MA6 ANCHOR OR APPROVED EQUAL n e 72" O.C. II SLOPE MIN' GRADE AWAY . FROM FDN. ;?uL 8" °4 x 3'-6" DOWEL E 21-0" O.C. W/ STANDARD HOOK DRAIN TILE FDN. DRAIN TILE MUST COMPLY w/ UBC APPEND. 1824.3 & 1824.4 OR APP'D EQUAL MATERIALS CONCRETE: 3000 PSI 2 28 DAYS AGGREGATE: FTG - 11/2" MAX WALL - 3/4" MAX REINFORCING: ASTM A615 GRADE 40 / 60 BACKFILL: SEE SHEET S - 1 -WOOD FRAME WALL BY OTHERS -(1) x4 HORIZ. (1) °4 ao HORIZ. FLOOR / SLAB 8" x 20" FTG <MIN) WALL SECTION GORDON LUND q p j J. H. Dahlmeier BOX 283T R.R. 2 awm er Engineering Inc. S - 2A JHD 1 1 DASSEL, MN 55325 CWDU 2905 Commerce Boulevard 612-472-4746 6/21/95 Phone: (612) 751-2770 JHD Mound. MN 55964 Fax 612-472-6103 (P NOTES 1. MAXIMUM WALL LENGTH WITHOUT A CONTROL JOINT = 50'-0" 2. PRIOR TO BACKFILLING, FOUNDATION WALLS MUST BE LATERALLY SUPPORTED BY FLOOR CONSTRUCTION AT BOTH TOP AND BOTTOM OR BY ADEQUATE TEMPORARY BRACING. 1/2" 0 x 12" WASHER 48" SIMPSON MA6 AT 72" O.C. SLOPE GRADE AWAY FROM FDN. 8° w4 x 2'-0" DOWEL @ 6'-0" O.C. OR t/2 t/2 ------ ,?IW2o Y Y DRAIN TILE 8" x 16" FTG (MIN) FTG TO BE SIZED) BASED ON SOIL CONDITIONS @ EACH SITE & DETERMINED BY OTHERS. MATERIALS CONCRETE: 3000 PSI @ 28 DAYS AGGREGATE: FTG - 1 Ap" MAX WALL - 3/4" MAX REINFORCING: ASTM A615 GRADE 40 / 60 BACKFILL: SEE SHEET S - 1 FRAMING BY OTHERS NUT & 2 x 6 TREATED O.C. OR WOOD PLATE W/ ANCHOR MIN (2) A.B. WITH ONE WITHIN 12" EACH END. I_EII-EI SLAB I _ ON C2 GRADE d ( 6" UP TO 2 STORIES) FDN. DRAIN TILE MUST COMPLY w/ UBC APPEND. 1824.3 & 1824.4 OR APP'D EQUAL WALL SECTION GORDON LUND 95 j J. H. Dahlmeier BOX 283T R R 2 ORMN BY Engineering Inc. S - 2B . . wD DASSEL, MN 55325 a 2805 Commerce Boulevard 6124724746 6/21/95 Phone: (612) 751-2770 JHD Mound. MN 55864 Fax 612-472-610.9 I TABLE 2-B TYPES OF SOILS AND THEIR PROPERTIES t4dsed Ordnega Volume o. thenr Soil wants cladoard . Soft description Wes [aaantlal essam rim" expendon ow SjWauyradad wnwik woad and mimures. little or no tines. Good Low Pearly wad vapls «Vaves and mixtures Gp little or no lines. Good Low Group I gnat wassd sands. gravelly and% little Of ne Excellent Jim. Goad Low PoodY waded ands or venally ands. litter ne lines. Good Lew M ?Sa raves: avel.andakt mwures. Good Low SM Sag and, and-d1t mixtures. Goad t ay, GC CleyaY .andaley mixtures. Medimn Lew SL. CWvw wad4 sandmlaY mixtua. Median law Group 11 1 nk dives end line wads rock flour Pak to ML day w dsyeY 14w ads M e4yey tilts wile Medium Low Good slight plasticity. Inorganic Clays of low to medium Plecrlclly. CL avelly days sands. Clays, silty clays. van clan. Medium Medium Group III CH soar nk clays of hi plasticity. let days Poor High Poor MR Inorganic sifts. nxeaaaoYaor dlalomscome line wady or silly ells. dark sifts. Poor High organic file and aganle silly days of bur Plasticity. Peer Medium GrouPIV Organic days of medium to high plasticity. unatw Unsallahetery ON 4 organic tilts. Imlay High unwtis. P11ft Put end other higMy wMnk Will. factory High Table 2-8 is reproduced by permission of the American Forest and Paper Association (formerly NFPA), Washington, D.C. SA: HS s 168.61 HIST: 19 SR 1735 TYPES OF SOILS AND THEIR PROPERTIES TABLE 2-B GORDON LUND q p j J. H. Dahlmeier BOX 283T R.R. 2 max of 1 1 Engineering Inc. S-3 DASSEL, MN 55325 OEM fly 5906 Commerce Boulevard 612472-4746 6/21/95 Phone: (612) 751-2770 D Mound, MN 55364 Paz 612472-6108 I NOTE I PROVIDE BEAM DEPTH TO GIVE FROST PROTECTION OF 42" BELOW FINAL GRADE OR PROVIDE 4" POLYSTYRENE INSUL. UNDER WALL 8" GRADE DEPTH ---7 CONCRETE WALL E REINFORCEMENT SEE S-1 & S=2. B" WIDE GRADE BEAM (MINIMUM DEPTH 24") °4 AT BOTTOM EXTEND I'-D" OF GRADE BEAM INTO HIGH WALL 3 CONCRETE FOOTING CONCRETE FOOTING 4" POLY. INSUL. -1 ( ALT. SEE / NOTE) // / SEE S-1 6 S-2 FOR FOOTING AND WALL CONSTRUCTION. COMPACTED FILL OR STABLE BANK C COMPACTED FILL MAXIMUM SPAN 6'-0" GRADE BEAM/ STEP FOOTING GORDON LUND 95077 J. H. Dahlmeier BOX 283T R.R. 2 WAN er Engineering Inc. S-4 JHD DASSEL, MN 55325 CHECOM 2305 Commerce Boulevard 618-472-4746 6/21/95 Phone: (612) 751-2770 JHD Mound, MN 55364 Pax 618-478-6103 I CONCRETE WALL AND REINFORCEMENT SEE S-1 & S-2. (2) #4 AT BOTTOM OF WALL EXTEND V-0" INTO HIGH WALL (2) °4 CONCRETE FOOTING CONCRETE FOOTING y xa SEE S-1 & S-2 FOR Li Y FOOTING CONSTRUCTION. > COMPACTED FILL C COMPACTED FILL CONTINUOUS STEP FOOTING GORDON LUND Come" W. 95077 J. H. Dahlmeier BOX 283T R.R. 2 MM W ? Engineering Inc. S - 4A J JHD DASSEL, MN 55325 cH p 2905 Commerce Boulevard 612-472-4748 6/21/95 Phone: (612) 751-2770 JHD Mound, MN 55364 Pax 612-472-6108 10 JOIST TO PLATE CONNECTIONS EIGHT FOOT WALLS FOR AN 8-FOOT HIGH WALL WITH GRANULAR OR GRANULAR/LIGHT CLAY BACKFI THE SIMPSON A34 ANCHORS SHOWN ON THE STANDARD DRAWINGS MAY BE REPLACED WITH THE EQUIVALENT OF 6-10d NAILS TOENAILED BETWEEN PLATE AND JOIST AT EACH JOIST. FOR EXAMPLE, 3-10d NAILS TO BE INSTALLED BETWEEN THE JOIST AND THE PLATE AND 2-16d NAILS TO BE INSTALLED AT EACH JOIST BETWEEN THE RIM JOIST AND THE SILL PLATE. FOR TRUSS CONSTRUCTION AT 16" OC, USE 5-10d FACENAILED INTO BOTTOM CHORD OF TRUSS. AT 24" CC TRUSS SPACING, USE 8-10d FACENAILED INTO BOTTOM CHORD OR EQUIVALENT (10 TOENAILS OR 2 A-34 ANCHORS). A JOIST HANGER MAY BE USED FLAT TO HOLD TRUSS NAILED TO PLATE ONLY. ANCHOR BOLTS TO BE PLACED AT 32" OC OR MA-6 ANCHORS AT 48" OC. NINE FOOT WALLS FOR A 9-FOOT HIGH WALL WITH GRANULAR OR GRANULAR/LIGHT CLAY BACKFILL, THE SIMPSON A34 ANCHORS SHOWN ON THE STANDARD DRAWINGS MAY BE REPLACED WITH THE EQUIVALENT OF 8-10d NAILS TOENAILED BETWEEN THE PLATE AND JOIST AT EACH JOIST. FOR EXAMPLE, 4-10d NAILS TO BE INSTALLED BETWEEN THE JOIST AND THE PLATE AND 3-16d NAILS TO BE INSTALLED AT EACH BETWEEN RIM JOIST AND SILL PLATE. FOR TRUSS CONSTRUCTION AT 16" OC, USE 6-10d FACENAILED INTO BOTTOM CHORD OF TRUSS. AT 24" CC TRUSS SPACING, USE 9-10d FACENAILED INTO BOTTOM CHORD OR EQUIVALENT.(12 TOENAILS OR 2 A-34 ANCHORS). A JOIST HANGER MAY BE USED FLAT TO HOLD TRUSS NAILED TO PLATE ONLY. ANCHOR BOLTS TO BE PLACED AT 24" OC OR MA-6 ANCHORS AT 30" OC, GORDON LUND BOX 283T R R 2 q p j 1 MEN at M J. H. Dahlmeier Engineering Inc . . . S - 5 DASSE MN JHD L, 55325 fff NED 2305 commerce Boulevard 6124724746 6/21/95 Phone: (612) 751-2770 1 JHD Mound, MN 55 364 Fax 6U,472-6109 JOIST TO PLATE CONNECTIONS EIGHT FOOT WALLS FOR AN 8-FOOT HIGH WALL WITH GRANULAR OR GRANULAR/LIGHT CLAY BACKFI THE SIMPSON A34 ANCHORS SHOWN ON THE STANDARD DRAWINGS MAY BE REPLACED WITH THE EQUIVALENT OF 6-10d NAILS TOENAILED BETWEEN PLATE AND JOIST AT EACH JOIST. FOR EXAMPLE, 3-10d NAILS TO BE INSTALLED BETWEEN THE JOIST AND THE PLATE AND 2-16d NAILS TO BE INSTALLED AT EACH JOIST BETWEEN THE RIM JOIST AND THE SILL PLATE. FOR TRUSS CONSTRUCTION AT 16" OC, USE 5-10d FACENAILED INTO BOTTOM CHORD OF TRUSS. AT 24" OC TRUSS SPACING, USE 8-10d FACENAILED INTO BOTTOM CHORD OR EQUIVALENT (10 TOENAILS OR 2 A-34 ANCHORS). A JOIST HANGER MAY BE USED FLAT TO HOLD TRUSS NAILED TO PLATE ONLY. ANCHOR BOLTS TO BE PLACED AT 32" OC OR MA-6 ANCHORS AT 48" OC. NINE FOOT WALLS FOR A 9-FOOT HIGH WALL WITH GRANULAR OR GRANULAR/LIGHT CLAY BACKFILL, THE SIMPSON A34 ANCHORS SHOWN ON THE STANDARD DRAWINGS MAY BE REPLACED WITH THE EQUIVALENT OF 8-10d NAILS TOENAILED BETWEEN THE PLATE AND JOIST AT EACH JOIST. FOR EXAMPLE, 4-10d NAILS TO BE INSTALLED BETWEEN THE JOIST AND THE PLATE AND 3-16d NAILS TO BE INSTALLED AT EACH BETWEEN RIM JOIST AND SILL PLATE. FOR TRUSS CONSTRUCTION AT 16" OC, USE 6-10d FACENAILED INTO BOTTOM CHORD OF TRUSS. AT 24" OC TRUSS SPACING, USE 9-10d FACENAILED INTO BOTTOM CHORD OR EQUIVALENT.02 TOENAILS OR 2 A-34 ANCHORS). A JOIST HANGER MAY BE USED FLAT TO HOLD TRUSS NAILED TO PLATE ONLY. ANCHOR BOLTS TO BE PLACED AT 24" OC OR MA-6 ANCHORS AT 30" OC. GORDON LUND 95077 J. H. Dahlmeier BOX 283T R.R. 2 um JHD Engineering Inc. S - 5 DASSEL, MN 55325 aa?xm? 2805 Commerce Boulevard 618-472-4746 6/21/95 Phone: (612) 751-2770 JHD Mound. MN 55364 Fax 612 478-6109 I v -Jrrr -II- L JL II II II II I - - 2 x 10 U II II FLOOR JOIST 2 16" O.C. II II - - II NAIL 10" O.C. E 15/32 C-C MINIMUM INTERMEDIATE JOISTS SPAN RATING 16/32 NAILS 6 O.C. FLOOR SHEATHING AT SHEET ENDS SPAN 4 x 8 SHEETS PERPENDICULAR TO- SUPPORTS AND STAGGER JOINTS. ¦ NOTE : ALL NAILS TO BE 8d COMMON U.N.O. FLOOR DIAPHRAM NAILING ( FULL BASEMENT ONLY ) GORDON LUND 95 7 Fffw? J. H. Dahlmeier BOX 283T R.R. 2 E ? Engineering Inc. S - 6 JHD DASSEL, MN 55325 er a3o5 commerce Bonlevnra s12-472-4746 6/21/95 Phone : (612) 751-2770 D Mound, MN 55364 Pax 612-472-6103 1) 10d E 6" O.C. SIMPSON A34 ANCHOR 16 - lOd NAILS w/(4) 8d NAILS NS & FS OF BLOCKING INTO BLOCKING SIMPSON A34 ANCHOR `w/(4) 8d NAILS / AT RIM JOIST TO PLATE E 24" O.C. 2 x 10 RIM JOIST 2 x 6 TREATED PLATE W/MIN (2) A.B. WITH 2 x 10 BLOCKING v ONE WITHIN 12" E 24" O.C. ( 65 PCF ) OR EACH END 2 36" O.C. C 45 PCF ) OR e E 48" O.C. ( 35 PCF ) OR AND AT ANCHOR BOLT ° SEE LOCATIONS IN FIRST SEE STANDARD 2 JOIST SPACES DETAIL W/4 10d TOE STANDARD FOR WALL REINFORCING NAILS EACH END DETAIL c TO JOIST. FOR A.B. OR ANCHOR WALL SECTION AT WALL 14 PARALLEL TO FRAMING TRUSS BLOCKING SIMILAR GORDON LUND 950 j J. H. Dahimeier BOX 283T R.R R.R. 2 owax er Engineering Inc. S-7 JHD DASSEL, MN 55325 4305 Commerce Boulevard 61&4724746 6/21/95 Phone: (612) 751-2770 JMD Mound, MN 56364 Fax 612-472-6109 1t? CONC. WALL, SEE DETAILS FOR REINFORCING. SEE PLAN & ELEV FOR STEPS A v a d 1: -01 a ° d d d a' e 2S SEE PLAN FOR REINF. CONTINUOUS STEPPED FOOTING N.T.S. GORDON LUND q p L J. H. Dahlmeier BOX 283T R.R. 2 waw BY Engineering Inc. S _ 8 DASSEL, MN 55325 cHEWfff 2305 Commerce Boulevard 612-472-4746 6/21/95 Phone: (612) 751-2770 JHD Mound, MN 55364 Fax 612-472-6109 DIA. OF BAR x 30 x LGTH C v A VERTICAL STEEL NOT SHOWN FOR CLARITY WALL REINFORCING N.T.S. 12" ?R 12 DIA. BAR WHICHEVER IS GREATER A DIA. ?F REBAR x 30 LENGTH (TYP.) REGULAR WALL ?R BEAM REINFORCING CORNER REINFORCING N.T.S. VERTICAL STEEL NOT SHOWN FOR CLARITY GORDON LUND 95 j J. H. Dahlineier BOX 283T R.R. 2 aum J Engineering Inc. S-9 HD DASSEL, MN 55325 A 2806 Commerce Boulevard 612-472-4746 6/21/95 Phone: (612) 751-2770 HD Mound, MN 56864 Fax 612472-6108 J.H. Dahimeier Engineering Inc. May 1, 1995 City of Chanhassen - All Metro Building Departments 690 Coulter Drive P.O. Box 147 Chanhasssen, MN 55317 Attn: Steve Kirchman RE: Cast-in-Place Concrete Foundations Design - Residential Gentlemen: As a structural engineer, I.have a consulting agreement with nearly 20 cast-in-place concrete foundation contractors in the metropolitan area. I provide standard foundation drawings to the individual firms for purposes of constructing residential cast- in-place concrete foundations. In addition to the standard drawings, special designs.are provided to these contractors at their request. With the adoption of the new Minnesota State Building Code on March 20, 1995, residential foundation requirements are included in Section 1300.6100 for foundations up to 816" high in two types of backfill. J. H. Dahlmeier Engineering, Inc. will continue to provide engineered design drawings to contractors as allowed by. the code. Further, these designs expand and cover conditions not addressed in the code. J. H. Dahlmeier Engineering, Inc. design drawings are being updated to be compatible with the new code. These new 1995 drawings have been made available to the attached contractors' list. All current drawings will be dated 1995. The Building Inspection Departments are asked to allow the use of these drawings by only the contractor listed on the design drawings. Further, it is respectfully requested that the building inspectors ensure that the provisions shown are followed when these design drawings are the basis of construction. 2305 Commerce Boulevard Mound, MN 55364 612-472-4746 Fax 612-472-6103 City of Chanhassen May 1, 1995 Page Two All drawings dated 1994 and before are void and not acceptable except by special permission of J. H. Dahlmeier Engineering, Inc. after June 30, 1995. on behalf of J. H. Dahlmeier Engineering, Inc. and the cast-in- place contractors I represent, we thank you for your cooperation in the past and are looking forward to another successful construction year. If you have any questions, please contact me. Sincerely, J. H. DAHLMlE/?IEER ENGINEERING, INC. John H. Dahlmeier, PE JHD/ms 95070a cc/ Contractors 0 ..., .• r ??`? 1• a a'? 6 + ?.r i? L /a BL 0?- CITY USE ONLY SUBD.( AJbl9ln?ui- C?emj RECEIPT #: 5? oL_L L?_ DATE: ID A /` 1996 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit New construction Add-on furnace Add-on air conditioning Add-on air exchanger, i.e. Vanee system, etc. Date: /(]/B/7lo FEES ? Minimum Fee: Add-on/Remodel (existing residence only) $20.00 ? HVAC: 0-100 M BTU 24.00 Additional 50 M BTU 6.010-,) ? Gas Outlets (minimum of 1 required @ $3.00 each) 6' ,90 ? State Surcharge TOTAL .50 SITE OWNER NAM INSTALLER PHONE #: STREET ADDRESS: :-)rn? STATE: ZIP: CITY: A0 PHONE #: ( CITY USE ONLY L BL SUBD. RECEIPT #: DATE: 1996 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? all commercial/industrial buildings. mufti-family buildings when separate permits are = required for each dwelling unit. DATE: WORK TYPE CONTRACT PRICE: NEW CONSTRUCTION DESCRIPTION OF WORK: INTERIOR IMPROVEMENT FEES: ? $25.00 minimum fee of 1% of contract price, whichever is greater. ? Processed piping - $25.00 ? State surcharge of $.50 per $1,000 of permit fee due on all permits. CONTRACT PRICE x 1% PROCESSED PIPING STATE SURCHARGE TOTAL SITE ADDRESS: OWNER NAME: TENANT NAME: (IMPROVEMENTS ONLY) INSTALLER: ADDRESS:. CITY: PHONE #: TELEPHONE #: STATE: ZIP: SIGNATURE: SIGNATURE OF PERMITTEE CITY INSPECTOR L BL 2- /C-ITY USE ONLY RECEIPT #: SUBD. d"g"Oatl a/CSU.Lf DATE: v 1996 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 6814675 Please complete for: single family dwellings ? townhomes and condos when permits are required for each unit FIXTURES EACH ROL TOTAL Shower 3.00 x 1 =` Water Closet 3.00 x Bath Tub 3.00 x 41. - Lavatory 3.00 x _ /a• - Kitchen Sink 3.00 x 1 = 3. _ Laundry Tray 3.00 x 13 - Hot Tub/Spa 3.00 x = Water Heater 3.00 x 3 Floor Drain 3.00 x 0 Gas Piping Outlet * minimum -1 3.00 x 3 - Rough Openings 1.50 x _ = s`D Water Softener 5.00 x = Private Disposal * Dakota Cty. license 50.00 = (new and refurbished systems) U.G. Sprinkler * home under const. 3.00 = Alterations * to existing 20.00 = Water Turn Around 20.00 STATE SURCHARGE .50 TOTAL SITE ADDRESS: 3648 Robin Lane OWNER NAME: Sons f ons runti on INSTALLER NAME: R C Plumbing STREET ADDRESS: 5910 Chester Ave. CITY: Northfield STATE: Mn ZIP: 55057 PHONE #: ( 612 ) 652 -2933 SIGNATURE OF PERMIJILF- OFFICE USE ONLY L BL SUBD. RECEIPT #: DATE: 1996 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? all commercial/industrial buildings. multi-family buildings when separate permits are = required for each dwelling unit. DATE: CONTRACT PRICE: WORK TYPE: NEW CONSTRUCTION ADD ON i_ REPAIR DESCRIPTION OF WORK: IS WATER METER REQUIRED? - YES - NO. IF SO, PLEASE PROVIDE THE FOLLOWING: WATER FLOW: GPM. ARE FLUSHOMETERS TO BE INSTALLED? _ YES _ NO. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE. WILL YOU BE INSTALLING A METER FOR A FUTURE U.G. SPRINKLER SYSTEM? YES NO. IF SO, YOU MUST APPLY FOR A SEPARATE U.G. SPRINKLER PERMIT. FEE: $25.00 minimum fee or 1% of contract price, whichever is greater. State surcharge of $.50 per $1,000 of permit fee due on all permits. CONTRACT PRICE x 1% STATE SURCHARGE TOTAL SITE ADDRESS: TENANT NAME: OWNER NAME: INSTALLER: ADDRESS: CITY: PHONE* METER SIZE: DATE: STE. # STATE: ZIP: _ SIGNATURE: APPLICANT OFFICE USE ONLY INSPECTOR: k(x:µ??:h:iY.YF'{c?tYFXtuXtaS:{(;'iiiicX<*';47(YWY,ryXwSYXtWk('rf.Xt%S:M?>k#? . CITY OF FAC;AN CA 7:!;F;... :7S ll. FlMIh1AL- NO. 766 Irf-',TE:: 11./1.(71/99 i5:13:43 ri.,: NAME: MR. GA^,Y U.' MUXLENBFRU 32W 7001. 3648 ROBIN LANE E,G..00 0..'70 2155 9001. 2;648 ROBIN L.AIdE ?k:k?R?K*XC*4?*****?**?*?kk?%c:k*kc*?kAc*****X?*>K%?%C? Tc. ;aa 1?ecciy::;C Art,amt: 6O :5R CITY OF EAGAN CR i i "_?568 USER ID: ;IAN CASHIER: S TERMINAL NO: 87 RATE: 08/21/96 TIME: 13:27:34 '6XUX1k?%?????k?X<1X?4>45;nX%FXiXG%?X?%c4YX[?t%k:;¢X<YFX 't;': %???k?[X<# ILi: NAME: SONS CONSTRUCTION CO 2256 9001 3648 ROBIN LANE 4a8i7.38 Total Receipt Amount: 4pSi7.38 CRO6-3i74 USER ID: NANCY **#?%?*kCXC?kXoK*?*****##%cMt**>K**?#>k?k ****>dt*?C:k RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF 3830 PILOT KNOB RDN 55122 7 rl 651-681-4675 New Construction Requirements e 3 registered site surveys showing sq. ft of lot sq. ft of house; arr roofed areas (20% maximum lot coverage albwed) e 2 copies of plan showing beam & window sizes; poured found design, etc.) . 1 set of Energy Calculations . 3 copies of Tree Preservation Plan ti tot platted after 711193 e Rim Joist Detail options selection sheet (bidgs with 3 or less unib) DATE 7-vv JOB SITE IF MULTI-FAMILY BUILDING, HOW MANY UNITS? CELL PHONE # PROPERTY OWNER ??Y /S?iS?•ecN?b?i TYPE OF WORK Peet FIREPLACE(S) _ 0 _ 1 _ 2 APPLICANT 6e PHONE# ADDRESS 5" ZIPCODE S??tZ PAGER # FAX # NIEW RESIDENTIAL BUILDING ONLY- FILL OUT COMPLETELY Energy Code Category _ MINNESOTA RULES 7670 CATEGOR wka' rn (check one) Residential Ventilation Category 1 Worksheet U Energy Envelope Calculations Submitted ?J?U ?uh IIv 200( MINNESOTA RULES 7672 - New Energy Code Worksheet Submitted Plumbing Contractor: Plumbing System Includes: Mechanical Contractor: _ Mechanical System Includes: Sewer/Water Contractor: - Air Conditioning - Heat Recovery System 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 Ordinances. Signature of Applicant i Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required Updated 1/01 Water Softener Water Heater No. of Baths RemodegBBgalrRoundrome ?nl y5 ?-z o-D 1 e 2 copies of plan (L _ _ . 1 set of Energy calculations for heated additions ? ? Y? . 1 site survey for exterior additions 8 decks . Indicate it home served by septic system for additions VALURION #//00' VV Phone C Lawn Sprinkler No. of R.I. Baths OFFICE USE ONLY ? 01 Foundation ? 02 SF Dwelling ? 03 01 of-plex ? 04 02-plex ? 05 03-plex ? 06 04-plex 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement Valuation Census Code SAC Units Nbr. of Units Nbr. of Bldgs Type of Const ? 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 .!?i ? q ? 20 Pool ? 21 Porch (3-sea.) ? 22 Porch/Addn.(4-sea.) ? 23 Porch (screened) ? 24 Storm Damage ? 25 Miscellaneous ? 30 AccessoryBldg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi ? 35 Int Improvement ? 36 Demolish (interior) ? 44 Siding ? 36 . Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 37 Demolish (Bldgr ? 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) Footings (deck) Footings (addition) Foundation Drain Tile Roof _ Ice & Water _ Final Framing Fireplace - R.I. _ Air Test - Final Insulation 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 /a Final/C.O. Final/No C.O. _ Plumbing ITVAC _ Other Pool _ Ftgs _ Air/Gas Tests -Final Siding _ Stucco _ Stone Windows (new/replacement) Approved By T L Building Inspector I W 1C ?°f3 ®a y ?' i City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 3648 Robin Lane Lot: 18 Block: 2 Addition: Blackhawk Forest PID:10- 14325- 180 -02 Use: Description: Sub Type: e- Reroof Work Type: Replace Description: House & Garage Census Code: 434 - Zoning: Square Feet: 0 Comments: Fee Summary: Valuation: 3,000.00 Contractor: Action Roofing & Siding LLC 1315 Southview Boulevard S St Paul MN 55075 (651) 457 -2642 PERMIT City of Eaan BL - Base Fee $3K Surcharge - Based on Valuation $3K Applicant/Permitee: Signature - Applicant - Construction Type: Occupancy: Carbon monoxide detectors are required by law in ALL single family homes. If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar. Pictures are not acceptable in lieu of inspections. $88.50 $1.50 Total: $90.00 Owner: Gary E Muilenberg 3648 Robin Lane Eagan MN 55122 Permit Type: Permit Number: Date Issued: Permit Category: 0801 9001 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 Issued By: Signature Building EA090401 07/29/2009 ePermit City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 3648 Robin Lane Lot: 18 Block: 2 Addition: Blackhawk Forest PID:10- 14325- 180 -02 Use: Description: Sub Type: e - Air Conditioner Work Type: New Description: Air Conditioner Comments: Fee Summary: Contractor: Lofgren Heating & Air 5708 Upper 147th St W Suite 102 Apple Valley MN 55124 (952) 431-5811 Quesetions regarding electrical permit 445 -2840 Scott Lofgren 5708 Upper 147th St W #102 ME - Permit Fee (Replacements) Surcharge -Fixed Total: Applicant/Permitee: Signature PERMIT City of Eaan - Applicant - Owner: Gary E Muilenberg 3648 Robin Lane Eagan MN 55122 Permit Type: Permit Number: Date Issued: Permit Category: equirements should be directed to Mark Anderson, State Elec $50.00 0801.4088 $0.50 9001.2195 $50.50 Mechanical EA090643 08/13/2009 ePermit cal Inspector, (952) 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 Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA119238 Date Issued:11/20/2013 Permit Category:ePermit Site Address: 3648 Robin Lane Lot:18 Block: 2 Addition: Blackhawk Forest PID:10-14325-02-180 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:One Window/Door Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required by law in ALL single family homes . Valuation: 500.00 Fee Summary:BL - Base Fee $500 $40.00 0801.4085 Surcharge - Based on Valuation $500 $0.50 9001.2195 $40.50 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 - Gary E Muilenberg 3648 Robin Lane Eagan MN 55122 Edgell Construction, Michael T 14141 15th St S Afton MN 55001 (612) 490-2851 Applicant/Permitee: Signature Issued By: Signature