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PRE 2010 DOCSBuilding'- $ BUILDING See Back Page for Fee Schedule Permit No. -000I .. ®® 7 59 Inspections L iR ck4 RESIDENTIAL APPLICATION Fire Surcharge Received By: �l 763-572-3604 .001 times the total job valuation CITY OF FRIDLEY $_ Date Rec'd- DATE 4® YOUR E-MAIL ADDRESS $ SITE ADDRESS $5.00 (State Licensed Residential Contractors) SAC Charge THIS APPLICANT IS: ❑ OWNER ONTRACTOR Curb Cut Escrow PROPERTY OWNER/ NAME: �/®LTi d�iCl/�EL ft + 6 ft = ft x $21 =$ TENANT _ $450 Conservation Plan Review ADDRESS: CITY STATE ZIP 1 , 00 PHONE: Sewer Main Charge CONTRACTOR NAME: &A99LAf AX&S ZZ, Agreement necessary ( ) Non Necessary ( ) STATE LICENSE # EXP DATE $ SUBMIT A COPY OF YOUR STATE LICENSE ADDRESS:/'L I Z� AIO� �i�/ CITY AI�e- STAI WITH APPLICATION PHONE — y FAX T Z PROPERTY TYPE GLE FAMILYlNEW CONSTRUCTION SIZE TWO FAMILY/NEW CONSTRUCTION STO PERMIT TYPE ❑ ADDITION ❑ GARAGE/SHED ❑ WNDOWS ❑ BASEMENT FINISH ❑ ROOF ❑ DRAIN TILE ❑ DECK ❑ SIDING OTHER ❑ SWIMMING POOL TYPE OF WORK:�►' 13 ADDITION ❑ MAINTENANCEIREPAIR ❑ REMODELING DESCRIBE WORK BEING DONE: NQW &l94C SIZE OF IMPROVEMENT LENGTH WIDTH HEIGHT Sq. Ft. ROOFING ❑ HOUSE ONLY NUMBER OF SQUARES ❑ HOUSE & GARAGE BASEMENT REMODELING SUBMIT: GARAGFS ❑ ATTACHED GARAGE 1. 2. Existing Floor Plan Proposed floor plan PROPOSED SIZE: ❑ DETACHED GARAGE 3. List of structural members to be used PROPOSED HEIGHT: SIDING FOR NEW CONSTRUCTION INCLUDING DECKS, ❑ Vinyl ❑Soffit ADDITIONS. & PORCHES SUBMIT: ❑ Aluminum ❑ Trim 1. Site Plan/Survey showing the existing structures ❑ Other . ❑ Fascia and proposed project WINDOWS 2. Two sets of construction plans IN EXISTING OPENINGS OYes ❑No LOCATION OF WINDOWS 3. Energy Calculations OR FOR NEW OPENINGS -DESCRIBE SIZE OF OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED NUMBER OF'WWDOWS ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: (USING THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION $ 1-114 , 51 O • (Oa OCCUPANCY TYPE Permit Fee $ 14 L:5, See Back Page for Fee Schedule Plan Review $ L iR ck4 65% of Building Permit Fee Fire Surcharge $ 1-14-61 .001 times the total job valuation Surcharge $_ lA -7. a(a .0005 x Permit Valuation Minimum $.50 License Surcharge $ 6, IDO $5.00 (State Licensed Residential Contractors) SAC Charge $ 1 (a)2q d.Lt $1675 per SAC Unit (Plans to MWCC for determination) Curb Cut Escrow $ i ft + 6 ft = ft x $21 =$ Erosion Control $ $450 Conservation Plan Review Park Fee $ 1 , 00 Fee Determined by Engineering Sewer Main Charge $ Agreement necessary ( ) Non Necessary ( ) Total Due $ yO Q 9 A& Make checks payable to: City of Fridley Attach Stipulations THIS IS AN APPLICATION FOR A PERMIT NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and w not to start without a permit; that the work will be in accordance with the approved plan in the case of all wo uir ie d approval of plans. � %% iii SIGNATURE OF APPLIC PRINT NAME �JLa 14- DATE City of Fridley 6431 University Ave. NE Fridley, MN 554324383 763-571-3450 10 -May -07 Special Assessment Search And Statement of Charges TO: On all that tract or parcel of land lying and being in Anoka County, Minnesota described as follows to wit: Parcel No: 23-30-24-22-0159 5951 3RD ST Lot: 2-2A, Block: 1, GATEWAY WEST 1 ST ADD LEVIED SPECIAL ASSESSMENTS This is to certify that I have examined the records in the office of the Clerk, City of Fridley, Anoka County, Minnesota, and for such search, certify that the following special assessments appear unpaid with respect to the above described tract or parcel of land: Term Certified Initial Interest Remaining Current Current Project Number Project Description Type (Yrs) Date Amount Rate Balance Principal Interest 9100-0000-00 00 REG SA(Water/Sewer 5400 15 12/31/1960 $506.56 5.00% $0.00 $0.00 $0.00 4000 -0005 -OC 00 SS 6000-1971-04 00 ST 6000-1978-00 00 ST 4400 20 05/08/1967 6400 10 06/05/1972 6400 10 05/14/1979 Amount Certified to Anoka Countyfor Current Year Taxes Is: $275.64 6.00% $0.00 $0.00 $0.00 $740.80 7.50% $0.00 $0.00 $0.00 $2,069.27 7.50% $0.00 $0.00 $0.00 $00 1 PENDING SPECIAL ASSESSMENTS For the purposes of this document, the City of Fridley has determined that an assessment is considered pending after the City Council passes a resolution ordering the improvement, the approval of plans and the advertising for bids. This is prior to the City Council adopting the final assessment roll. If you seek further information, you should do so upon your own independent inquiry. Any amount given as to pending assessments is informational only and may or may not be the amount ultimately assessed. Term Initial Interest Estimated Project Number Proiect Description (Yrs) Year Rate Pending Amt. NONE MISCELLANEOUS FEES Description Status Date Fee Amt. NONE UTILITY CHARGES You shall be responsible to verify the status of any outstanding utility charges. To check utility charges ( water and sewer) contact Fridley Utility Billing Department at 763-572-3529. The records referred to above are public and may be inspected by anyone during regular business hours. The search of these records was made by the undersigned as a public service on request. The undersigned certifies that the above indicated searches were made and are believed to be accurate, however, the undersigned or the City of Fridley does not insure the accuracy of the above statements and does not assume liability for errors and/or omissions. The above figures are good through November 15, 20 Date Prepared: Thursday, May 10, 2007 By Page 1 of 1 May. 4. 2007 1:13�M simonso�n lumber i RESchack Sof (fare Version 4.0.1 Com I lance Certificate Project Title: Blueprint Report Date: 05/04/07 j Data filename: Cvrcgrw FiteslCheci AF -S= heckAWdhaIfn c&A..dc Energy Coda: 2000 IECC Location: Anoka, l�llinne" Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: ; 8037 Construction Site: Ownen'Agent: Wilhelm resident Fridley, MN Deslgner/Contrador. No. 6911 P_- 2 Ceiling 1: Flat Ceiling or!Scissor Trust �- 810.. 0.0 44.0 20 82 Wall 1: Wood Frame, 11 o a: 1649 19.0 0.0 0-320 75 Window 1: Vinyl From0ouble Pens wilh Lcw-E: 234 0.320 13 Door 1: Solid: 41 moment Wap 1: Solid (Concrete or Mauomry: 864 11.0 0.0 50 Wall height 8.2' Depth below grade: 8.0' Insulation depth: 82 Fluor 1, AllMood Jolsvrruss:Qver Unctmditloned Sperm: 72 38.0 0.0 2 Furnace 1: Forcad Hot Mir 90 AFUE Air Conditioner 1: Electric Cankal Air. 1,3 SEER Camp&j= SletemanL The proposed 'xaWing design described here is consistent With the buiiding glens. upecincato % and other meet the 20001ECC requirements In calculdons submitted With the permit application, The proposed balding Itac been designed to REScheck Verslon 4.0.1 and to comply with the •mandatory requO mants listed In the RESchack InspwUon ChecWi$L {dams -The �— -Signature Date page 1 of Blueprint May, 4. 2001 1:14PM simoison lumber REScheck Software Version 4.0.9 inspection Checklist Dub: 05IM07 Ceilings: (3 Ceiling 1: Flat Ceiling or Scissor Truss•. R-44.0 continuous insulation Comments: �- i Above -Grade Wa ❑ Wap 1: Wood Frame, SB' a.m. R-19.0 cavity insulatlen comments, —i Basement Walls: ❑ Basement Wall 1: Solid Concrete or Alasonry, $.2' hl 18A' bg ! 8.2° igsul, R.11.0 cap lty Insulation Comments: �— Windows: [] Window 1. V-UrA Frarne:Doubte pane with Low -E. U-kdtar: 0.320 For windows %flout 1pbeled Waclor s, describe feallutm. #panes Frame Type 7harmal Break? Yes No Commants: Doom: 0 Door 1: Solid, U-factgr: 0.320 CorAmants: Floors: * Moor 1: All Wood Jols(JTnsss:Ovet Unconditioned Specs, R.S8.0 cavity Insulation Comments; ---�— Healing and Cooling Equipmeli ❑ Fumace 1: Forced Hot Air_ g0 AFUE or higher .. Make and Model Number. ❑ Air Car ditionar 1: Eledrtc Central Ali-. 13 BEER or higher MWw and Model N�mber. — — No. f 911 P. 3 Air Leakage: Joints, penetrations, and all other such openings in the build" snvelope that are sources of a6- leskege are M119 d. C) Recessed lights aro 1) Type IC rated. or 2) Installed inside an appropriate air -tight assembly MBih a 00 olaararme from combustible materials. if non -IC IIW, fixtures sire insteilled with a 3' dearancs from insulation. Vapor Retarder: ❑ Installed on the wamt-inwAnter side of all non -vented framed tapings, walls, ohd floors. Materials Identification: ❑ Materials and aquipment ate installed in accardlance with the manufacturer's inOtapetion instnrctton& ❑ Materials and equiprnent are identTod so Brat cximppance can be determined_ Manufacturer manuals for all installed heating stud 000Mg equipment and service water heattng equipment 118118 been provided. 13 O Insulation R -Values, glazing Uisiatars, and heating equipment efficlerwy Ore dearly matkad at the building plains or spemlica6ons. ❑ insulation is Installed awarding b manufacturer's instruction, In.substmtllal Contact With the Surface being insulated, and in a manner that achleves the mtdd R -value without compressing the insulatiari. M— ---�� r gage 2 of 4 Blueprint May. 4. 2007 1:14PM simolson lumber No.E911 P. 4 Duct Insulation: ❑ Ducts in unoondltiorled spaces are insulated to R45. Ducts WOO to building are insulated to R43.0. Duct Construction_, All Joints, scams, and Connections ure securely feetened with welds, gasket, mastics (adhAsi►resJ, msstio-plus.erribadded fabric, or tapes. Tapes and mastiim are'rund til 181A a• UL 1818. Excepdw Continuously w$lded and locking-lypis longitudinal Joints and seams on ducts operating at less than 2 In. w.g. (500 Pa). The HVAC system pnrAdas a muss for balani..; air and water systems. Temperature Con"Is: 0 TherMostats exist � each separate HVAC system. A manual or automatic means to parnany re6hict shut off the heating and/or cooling Input to each zone or floor Is provided. Service Water 1•1sa: p Water heaters W&vertk al pipe dsers have a heat trap on Doth the inlet and outlet unless the water heater has or integral heat trap or is partof a e[rculating system. Circulating hot we* pipes are insulated to the letels in Table 1. Circulating Hot Water Systems: t] Circulating hot water pipes are ins stated to the [uveas in Table 1. Swimming Pools: p An heated swimming pools home an mW heater switch and a cover union over 20% of the hearing energy is from non-dspletable sources. pool pumps he" a time dock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrms F or chnled fluids below 55 degrees P are Insulated to the leve s In Table Z. Blueprint— . T Page 3 of 4 May. 4. 2007 1:14PM1 simonw lumber No. 6911 P. 5 Table 1: Minimum r wvfatlor17Women hr CimuWng Hot Water Pipes IFUUJI RUOi Thiakneas in Inches by Plpa aim Haated Water Non"outs Ciir UMIOg Mslns and Runouts Temperature {°� up to 1" tap to 1.25' 1.5' 02.0• Uret 2" 170-180 0.5 1.0 1,5 2.0 140-169 0-50.5 1.0 1.6 100-13.9 0.5 � 0.5 0.5 1.0 'rable 2. Minimum IM111atlavr T,WCOOss far HVAC Pipes I pipma B Fluld Temp. ImulaBon Thictmase in Inches by Pipe Slx _ lrstem T�pes - RaegWF) 2" Runoute 9 and Lase 1.25" to 20" 2V to 4" Heating systems Low Prmureffempe .201450 1.0 1.5 Law Temperature I 1.5 24 0.5 . 1:0 120-200 Arty Steam Condensats (for feed we" 1.0 1.0 1.0 :5 1.5 CoolIng bystarbs 1.5 2.13 ChMad water, Refrigemht and 40-55 0.5 (L5' 8nne 0.75 14 13elaW 40 1.0 1.0 1.5 1.6 NOTF$ TO FIELD: (Bullding Department useipnly) Blueprint Paga 4 of 4 i I' 05/29/2007 15:58 7633237643 13861 BWmm Lwi6 North Dayton, Mn. 5532'7 Ph: (783)323-7f8' Fax (736)323-7843 ftx USC Tw j v /N �k.Tr.aUs � 21hrrFrom -C- 6j4yE7`2,"4A FM Pages: '2– Phone: Data /a�j� 7 He; �Ge ❑ Urgent 0 For noviqnv ❑ Phase "mnuent ❑ Please Reply ❑ Please Ftacycle 'r,4,6LVC- 6.faQ r � vs -b 70— Sr2. SE 01 Fly c D000 F/�.4 atr2 Fri t6 L u ePrz (Ai -r- .�, .F` f L 14E -t--7L–a O . -rNE Z-oA t> APPGl t: b l4 15 l a'� G. t vV fir 'fd V 1-1.4 arm` *4v 7' � 5 05/29/2007 15:58 763323764.) USC PAGE 02 ALLOWABLE UNIFORM LOADS r FLOOR 100% A i ALLOWABLE UNIFORM LOADS" - POUNDS AEF; LINFAL FOCI - IW 2.111 MAX -LAM'" LVL Two l+y�'" IMm[-Lam" 1411. Tfuw 1°/i" Mmo-lam" WL - - bepth 14+' 16" .18+" Ttw 9w, 91W 11w IIT 14" AV 18" LL - 2287 6 TL BRO LL 8 TL Bm- LL 10 TL BItG LL 12. TL PRO LL 14 TL BRG LL 3591 43N 8304 2289 • 308;1 3190 3975 -.4275' s387 ` : 6583. , - 7958 3.619.1 .4,4/11.1',' 5.4/13.4 1,>f3.9 2.1/;5.2 2.2/4A 2.7/6.7 2:9%•7:2.; 3.6/9.1 4.4/,1.1.T' 5.4/13.4 896 13h7' 1643 965 201 2171. 27/68 442 3A/8.4 630 1.5/211 - - 2476 : 2887 b404 T 121 2169 '=9' 2747 2937 3424 4331 5105 3.3/8.2 3.919.8 4.6/11,5 '••15/3 2/4.9 aJ5 2.5/6.2 "2.6/:645. 3.3/8.2 8,919,8•' 4.6/11.5 1.5/3 173 • 1026 1'11 1846 2171: - T7. 321 1819 2150 4• 4504 4M 1526 1654 8097 2236: 2728 '3224 3755 3.117.7 •.3.6%9.9 ,: 4.2110.6 9:s!•3 1.7/4.3 1.914.7 2.415,9 '25/6.3 3.1/77 3A 9.T 4.2/10.6 1372 TL 245 - 594 • 663 1068 1256' 2058 - .554 1457 1711'. 1979 :Fl j 878 952 1587 ,.1758 2186 •.2868. ' 2968 3/7A 3.S/8i7' 4%10.1 .1.5/,3 1.5/3 1S/3.3 2.2/5.4 "24•.16•- . 3/7.� 3:5,/9:7••. 4110.1 864 1294 431, 621 374 4115 673 7.91 1296 7435 1156 1420, 1635 -.-Il: 548 59.5 ,• 994 11.70' 1734 7130: -, 2452 2.8/6.9 3A/.&4. 3.919.7 ,L5/8 15/:1 .1:513 ' 1,6/4 1.9/4..7, 2.8/6.9 3A/`8:4 3,9/9.7 879 B64'' 1230 250 2,:!1 451 :53+p'•' 8681246 1846 886 9124� k391363 - . 3+.�4 661 714, •. 1284 1685., 2086 • Con b. aL-- m b -l m ldMln to Io awn W*WMp6MLam" m betrm spa*Sfmpbmb 4oflTgh.1,m No loaaddd- Bmhs de8edion to L/340 _ y� �Requirad er*dl/ IMemxdnto foaariel0 lengf�h (udiao), booed ol obmring e*eee aF 850 py deep w Iel 27 bttG LL 2.3/5.8 407 3.1/77', 607 3.0/95 864 1.5/11 176 15/3 1,91 1.5/3 316 15. 13.4 • 3.22 2.3/8.8 610 3:1:/7.7,' " 990 3.8/9,5 12% 18 TL 597 8m 1C9s �- 251 273 459 :.842:` 896 13h7' 1643 BRG LL 1.8!46 296 27/68 442 3A/8.4 630 1.5/211 •1.5.13 1,5/3 231 :, i 51'3. 211 ' 1.8/4.,5 445 ; 2:7,/6;8 . 664• 3.4/8.4 945 20 TL 432 649 684 - 331 :.341 "s 1326 811G LL 1.5/3.7 223 2.2!86 332 3(7.6 473 1.5/3 173 •1,5/3,:• "204 1.5/37 334 2.2. %,6 ..499 3/7.4 710 22 T7. 321 '484 494 � 245 390: ' 487 ' 726• • 1040 BRO LL 1.5/3.1 172 ),614.6 ,756 2.6`.16.6 365 1.5/3 1;51,$: `+ 1.5/3.1 257 -IA'1.4;6 :994 2.6/6.6 547 24 TL 245 •370 930 367 .554 746 BRG LL Is/3 135 1,513.9 • 209• 2.2-155 987^- - 1.5/3 202 3,9• 302., 2.2/5,5 430 26 TL 190 888 414 784 431, 621 BW LL 1,5/3 10e ; 1.5 /. 3:3 -161. 1-9;/4.7 ZO 1-5/3 162 1:5.133,': :24R . 1.914.7 344 n TL 149227 328 224 341:" • 492 BRG LL 15/3 1.413 131 1A14.1 167 1.5/3 1;5!•3• 5.97 1,6/4.9 28D TL 181. 264 �- 273' • 395 BRG 1.513 1.5 3.5 `�T - T"'.:' ? :• :' L5•/3 • i.5/3.S • Con b. aL-- m b -l m ldMln to Io awn W*WMp6MLam" m betrm spa*Sfmpbmb 4oflTgh.1,m No loaaddd- Bmhs de8edion to L/340 _ y� �Requirad er*dl/ IMemxdnto foaariel0 lengf�h (udiao), booed ol obmring e*eee aF 850 py deep w Iel 27 r MAY -712007 05:31 FROM:AIR MECHANICAL INC 7634341699 TO:7635711287 P:2/2 F[JkNACE'SIZE CALCU LATIONWOR ,BEEt SITE ADDRESS .5"1101 [� �► S i' -{L EG'- DATE •J � 7 - d "i MATING COM,MACToR ' A i it t.1�6 �4-L .7� e.+C- PHONX i fo 3„_T to 3 +ro 3 GENERA"'DNTRAiCTOAOR":)WftR PHONE 76 CALCULA71014S PREPARED:BX L.E. PH"I'M E.3 - •I Kh -3 7615 'fie design inforoaatiop below; Mu::t•be determined from the building plaxWspeciftektions. F1' 1. Sq. feet Of exposed wail ar3a above.gxs►de&jAx ,•I7•, , or?-a•gg Z. Sq. feet of exposed window area -1143 x "U" .13x 88 degrees 3. Sq. feet of exposed. -door area 2 I"T". 188 degrees 4. Sq.f rnFceflliagarea 104.4a"TJ"• 88, degrees ?o 6o S. Sq. feet ofliasemerit floor area•!a, C a BTiiMquare feet 6. Sq. feat of basement wail area below grade== x 3 BTU&sq=re feet 7: •LhL feet of inffitratiort for Ivindaws � t j a (0.34) a (1.055} a � degrees _ S. Sq- feet ofinfiltr-tVon-for di3on YO.x'(04 x (1.085) a 88 degrees 9. Sq. feet of iu itmtion for,slidiaQg aides doors 3.3 x (.5) x (1.085) x •88 .degrees 10. Allowance for kitchen an' a bath•fans:� kitchen•.fans @ 60tr B1'irH each d �i 1batb fans @ 200 ) T,UR-eacii 11. AJlawaaae for places_ BTUR-each C► 12• Mechautc�l Vegtwi kion: Exhgast CFM , t (1.OSSj X $$-Degrees _ _Zia.13. Total BTUH loss for all abode items - miatlrnam .recrvired furnace outeut 14• 'm m allowed farhaee a UO is Line 13 x 1.43 '>+arnace aptput may be overdzed•to include a safety factor 'and.pick np loads but may not exceed—,U%.. Appiiaw Signature Calculatum 'hrofthw simo May -18-07 07:59A KCI INC 763 78 0751 F' -O? NOTES: I. SEE Si FOR NOTES & CONSTRUCTION GUIDELINES. WO x 10" LONG ANCHOR BOLTS w/NUT & HEAVY DUTY WASHER— @ 72" O.C. (7 MIN. EMBED) OR SIMPSON MAB15 @ 60" D.C.. OR APPROVED EQUAL 2 x 6 MIN. WOOD -----_ SILL PLATEm----------- SLOPE GRADE AWAY FROM FOUNDATION (3) #4 HORIZ. BARS n 4 x 2'-0" DOWELS @ 72": O.C. (5" EMBED) H .4u ° FLOOR SLAB 13 i __ -- CONTRACTOR OPTION: • ` J G} --~ ~ (2) "4 HORIZ. BARS MAY CONCRETE STRIP ------ 4a BE PLACED IN FOOTING IN FOOLIEU OF (2) LOWEST SEETS SHEET SIE SECTION _ _ HORIZ. BARS 114 WALL 44 100% GRANULAR BA(:KFILL (GROUP I) EQUIVALENT FLUID PRESSURE (Tet)= 30 IPCF WOOD FLOOR SYSTEM BY OTHERS FLOOR CONNECTION 07' SEE SHEET S3 lql a q ° — 8" MIN, (NO VERTICAL REINFORCING L REQUIRED) v X .a X 2007 MASTER CAST -IN-PLACE CONCRETE FOUNDATION DRAWINGS 8 FT HIGH FOUNDATION WAt1. FOR SAND (GROUP 1) SOIL b201 6-2-1 Rwta R.uW ,4036 NGrorettpoir.. llpmn:.ola 66421 - Phom' 76.9 SA h:{p tax: N&M.1160 �� 6rmYtlt • I#urcd11 pl pp • f aryo •wmeama Sime FatIN WO +".uncosom engineers DtOwnBy. TuryDra:•ioet (A"yAfBT Toma,%xw AVPMvN Rp Crag EkW CC COPYRIGHT ULTFIG ENGINEERS INC. 2007 KCI CONCRETE & MASONRY, INC. 9176 ISANTI STREET BLAINE, UN 55449 Phone: (763) 786 3625 Fax: (612) 328 1748 JOB &I Ib INFORMTM FS-2A 11e be mw tart by Oto cotttmemOwt2r.Stratacnr"_�—�•Tuc_apcna»6 d May -18-07 07:59A'KCI INC F �1 NOTIrs 1. SEE St FOR FURTHER NOTES ;& CONSTRUCTION GUIDELINES. 1/2"o x 10" LONG--\� ANCHOR BOLTS (i' MIN. EMBED) OR SINPSON MAE15 ANCHOR OR APPROVED EQUAL a 72" O.C. 763 786 0751 F' -,0:3 FRAMING BY OTHERS 2 x 4 MIR WOOD SILL PLATE SLOPE GRADE -may 8'1 AWAY FROM MIN. FOUNDATICIN ~~ _ HORIZONTAL BAR x AT TDP OF WALL 6" MIN, 44 x 2'--0" DOWEL:: -- FLOOR SLAB I? 413" D.C. (SAND) b @ 36" D.C, (SANDY/CLAY) s AN 4 @ 24" D.C, (CLAY) (5" MIN. EMBED) 'CENTERED LL:�-2W WIDE x R" THICK :STRIP IN WALL. , DOWELS ARE TO FOOTING (MIK) BE WET SET OR DRILLED IN PROVIDE CODE REQUIRED AND EPDXY GROUTED TO FROST PROTECTION TO FOOTING. BOTTOM OF FOOTING WALL SECTION LOOKOUT WALL 2007 MASTER CAST -IN-PLACE CONCRETE FOUNDATION DRAWINGS LOOKOUT/GARDEN WALL DETAIL um Em ni". n me su to m Mmr4atrm Mimerma 1iii%1 Pl-mm fm bll2rW 4ax: Tryi571.1' fiR RMA-A•f raKtam lmpo 1AMMPOU San FAM engineers MAsv.ufq.cmn engineers QVAmj0v Ireyl1Ak WA rru.*aay 1rwmAmm App MO Ry l>u Il OmW C) COPYRIGHT ULTFIG ENGINEERS INC. Lroo7 KCI CONCRETE & MASONRY, INC. 8175 ISANT( STREET BLAINF, IAN 55449 Phone: (753) 786.3625 Fax: (61?) 329 1748 JOB Silk 1100H10TONT—E Dana njmq*ml (w ly MAJ out try aM CmihaitW) I.NVnCI: atroN Atlamr& -5A P. ,adze May* -18-07 07:59A; KCI INC 763 786 0751 F'.0�� 1. DOWELS OR OTHER FOOTING TO WALL CONNECTIONS ARE NOT REQUIRED I BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN ALTERNATING LIFTS NOT EXCEEDING 24" IN HEIGHT. 2. SEE Si FOR FURTHER NOTES & CONSTRUCTION GUIDELINES. 1/2"0 x 10" L.ONG ANCHOR BOLTS (7" MIN, EMBED) OR SIMPSON MABIS ANCHOR OR APPROVED FRAMING EQUAL .@ 72 O.C,. //—BY OTHERS OPTIONAL 8" MAX. DEED \ CONCRETE STEM WAIL THICKNESS TO BE MIN, SILL PLATE VIDTH SLOPE GRADE 8'" 1M1N. AWAY FROM F13UNDATION ,I�II1-1 '94 x 2'-0" DOWELS 8 72" UL. -J(5" MIN, EMBED) _ z 11 T YP. 3" 2 x 4 MIN, WOOD SILL PLATE WIDTH TO BE MIN. FRAMEWALL THICKNESS IIS—I�E-SLAB ON GRADE (1) "4 z HORIZONTAL BAR AT TOP aF WALL - 6" MIN. �`-- INSULATION BY OTHERS OIPTIONAL AT GARAGE FROST WALLS – CONCRETE STRIP FOOTING SEE SHEET SIE PROVIDE CODE REQUIRED FROST PROTECTION TO BOTTOM OF FOOTING WDLL SECTION Am -WALKOUT WALL 2007 MASTER CAST -IN-PLACE CONCRETE KCI CONCRETE- & MASONRY, INC. FOUNDATION DRAWINGS 9115ISAN11 STREET RI AINE. IAN 55449 RESIDENTIAI FROST WALL DETAII Phone: (763) 786.3626 Fax: (612) 3281148 6201 East Rlwa R..W Su" 308 MfaroaDONs, A9nm�agn 55021 Phtmn: /67.S/I.2!I00 Far—M{5711-68 Smack Ocka� l.V aG -Fgt�p • M'iucW� • ^ FIIB WAh wr.. uh04.tom engineers: o,awnsy. T„rylprlut rl.%*vd uy: I rov s AxW AMMVAiEy NK�30 d OO COPYRIGHT LA EIG ENGINEERS INC. 200? d78 SITE INFOWATM JM tae 48ea out by the t Qrffmto@ Mow 51ron1 Aoorw--: �R D-: Nunlbm: r, 1 i.I �� •1aov8ot],�90L VV c.hy sw” _va Coes g qg o 2n ot_ 28 May -18-07 07r59A'KCI INC NOTES: 1. PROVIDE BEAM DEPTH TO GIVE CODE REQUIRED FRDST PROTECTION BELOW FINAL GRADE OR PROVIDE 41' THICK x BEAM WIDTH POLYSTYRENE INSULATION UNDER THE GRADE BEAM. 2. GRADE BEAM REINFORCING MAY BE BUNDLED UP TO 3 BARS TO A BUNDLE. 3. GRADE BEAM IS TO BE A MINIMUM OF 6" NOMINAL THICKNESS, 4. EXTEND ' REINFORCING BARS A MINIMUM OF 12" BEYOND EACH END OF THE GRADE BEAM. 5. OPTIONAL CONTROL JOINT AT END OF" THE GRADE BEAM. 6. THE DISTANCE BETWEEN FOCTII4G STEPS MUST BE GREATER THAV 2x THi= HEIGHT OF THE MAXIMUM STEP. 7. SEE Sl FOR FURTHER NOTES & CONSTRUCTION GUIDELINES. SEE OTHER DETAILS FEIR WALL REINFORCEMENT FOOTING MAY • • EXTEND AS REQUIRED COMPACTED FILL OR VIRGIN MATERIAL CONCRETE FOOTIN(i SEE NOTE 1 763 786 0751 F' z 05 GRADE BEAM CAPI GRADE BEAM CAN SUPPI]RT A UNIFORM SERVICE LOAD OF 500Ci PLF OR A POINT LOAD OF 10000 POUNDS AT ANY LOCATION ALONG THE GRADE BEAM. -- .(2) 44 HORIZONTAL BARS BOTH TOP & BOTTOM OF 'BEAM — SEE NOTE 5 TYP. — SEE OTHER DETAILS FOR WALL REINFORCEMENT GRADE LINE CONCRETE FOOTING 'ED MAT ABLE BA? V-0" MAX. SPAN GE'.ADE ,BEAD SPEP ,FOOT1_ _ 2007 MASTER CAST -IN-PLACE CONCRETE KCI CONCRETE & MASONRY, INC. FOUNDATION DRAWINGS 9175ISANTI STALET BLAINF, MN 55449 JUMP STEP FOOTING, DETAIL I Phorle: (763) 788 3525 Fax: (612) 328 1745 6201 F41 ftvw Xmd SUft 3M MWC%w&. lii.gw t 75021 Nhana: 7694712!00 Fr.- Jrk!,j I.i166 Ommz* Dm7M lal as • Frvpp • 1116meapcft 61aa. Faft Web: www.alVjt,— engineers urawnsy: Trq tasla.a Gholeate By Tru. a Altner App.oved 0: L'ralaomid © COPYRIGHT ULTEIG ENGINEERS INC. 2007 J08 SITL UOL MMT10N Ra „ fwte po ha Mad (K l by llm ponlr CM ommr: Nkmt Atlaraw• -- Pmloa Nob. ,' n Data. �m�. S-15 5tuala: 25 N 'd0 • From: 7634341699 Pae 2/3 Date: 5/29/200712:57:12 PM . _ .. -- --- • -- -- ..._...._....__......_ _.._ _.._ . _9 .- •---- • --- -- L.U. i Y Art „ �... ;.: ' :HJ T:k :.. 'C1; pptlOA Vii' �t f Q. Fuel buFniug �luipment Econ�piete schQdutes below" Cl Na fuel' barnirrse'4tnprnmot Step I. • Complete the ComGusri; EgtR .With a Y (Yes) Q below. Only equipment .. tttay be, sekcted.'undei-the "Category i" aites7iate. � ' • . Step 2. Complete i fAaarstl14 aALI-vF A* Schedrite oA die right if direct or power vr-nf soleerxed. i or solid ftrei sttrtr pberic rt nt space heating equipment is �1.. *,.ft. i . . ]Part•Cx. YENT-MATION $t2tement of Cbmplititn= -Mr proposed banding dGaipn n= ...., ptin these docut»ents is Consistent with the ixtllding plans, Speeffic*ons, and other tSletrlat r sobtttitted with'the permi(.application. The Proposed building has been des4ned.to mcet•the . m4u cots of the nngaca F.tter'Code. �% �-- / Applicant (print manse) Signatw o bate Tc*hone number -Paxt C2. VENTMATIONtsubn~,a part ------------------------------- ____-- C2 Upon completiort'Of system viKficatiomo. Sob Sitanddrrss: ---------- . Fasx desq�t tion acln . _'` Farmit Number fi�zT■>> V.attfadon tam m wn art:d_anti verified• .`_if of �•l?�t�. v�elp.i5'ti� Ort$e.pMst;dFljVe CIP600 for -the. now.. otupltntsee Statdsn 11'ant; lmtalled ventilation sys}rm is in camplianae with h N Energy Code ariai'is sized to•ptr0vidf'the dksigA air - - licaru (print acme) Signaturd Data, Telephone tiuinber • _ _ From: 7634341699 _ Page: 3/3 _ _ _ Date: 5/29/200712:57:12 PM Date: =M007 Revision Date: ;512912007 Site Information Address 1: 5961 3rd street Address 2: City: Fridley County: Application InforrrraAon Business Name: Air Mechanical Inc. Contact Person: Brian Ebert Office Ph: 763-746-3753 Fax: 763-434-1699 Address 1: 16411 Aberdeen St. N. E. New Construction Project #: Lot Block: Subdivision: MN Contractor License #: Cell Ph: City: Ham Lake State: Mn. zip Code: 55304 House Details Square Feet: 2266 sq. ft. Avg. Ceiling Ht: 8 ft. Number of Bedrooms: 3 Vegtilation - Exhaust Total Ventilation Capacity: 79 dm. Minimum Continuous Ventilation :60cfrn. Continuous Ventilation Provided: Exhaust: 60 cfm Intermittent ventilation satisfied by OTHER exhuast appliance. Qpp ustion Appliance Water Heater. Power Vent Input BTUs: 50,000 Independently Vented Fumace/Boiler. Direct Vent/Sealed Combustion Input BTUs: 67,000 Independently Vented 0 Mer Combustion Anpliancea Gas Fired Direct Vent Fireplace(s): No Gas t=ired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Eouipmertt E=xhaust Ventilation Capacity (cfm): 60 Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 80 Make -Uv Air No Make -Up Air Required by Code Combustlon Air Round Rigid Required: 5 Inches or Insulated Flex: 6 Inches Applicant Name (print): 16 r Ob i-- Signature/Date S �-Z Code Official (print): Signature/Date: d: 2004 C*nterFolnt Energy Mnnegasco. - 2004 Meeho.Wcal Code Wde.1ines. Fiso l From: unknown Page: 1/2 Date: 5/31/2007 9:58:20 AM sm son Ogfts*UWpg=",nw7=47G4M FAX TRANSMITTAL DAM -5-c 7 5l I FfL) LV FROM: FAX FAx 763-SMW46 TM: 763,WSaM PAM= ,P+ rL- ',:' '9 ■ From: unknown Page: 2/2 Date: 5/31/2007 9:58:20 AM NA R404.i.1(2) -TAMA R40C1-1i From: City of Fridley 7o: 7634341699 Page: 314 Date: 51512007 2:36:51 PM BaUding, MECHANICAL PermitNo-: Inspections RESIDENTIAL APPLICATION Re eeived By: 763-572-3604 CITY OF FRMLEY Date R DATE_q_ 00 0 �,��' mUA�� LE _�1A1L ADDRE.S�S���1 ci�Di ,fiyAgdmad t �+ S S1TR ADDRESS 3Lt7 '111IS APPLICANT IS: ❑ OWNER CONTRACTOR 30d `t a), © I5-7 )i;R PERT'Y NAME: ? �, .-- OWNER/ ADDRESS:_L,.5j_3- ; :}S� _ 1i� CITYTENANT PIIONE:��7'� -7%-7 CONTR.�iCTOR coheANYNAw:..4 44 1 a� SUMMIT A COPY OF CONTACT PLRSON. —.. _.. . YOUR STATE STATE LICENSE #_ . _ F.XP DATE LICENSE WITH ADDRESS;_02 "l [ { P..Iri OCA/t Ste- C1n' +!L _ -STATE• A/ZlP SS3'A'/ APPLICATION PI:IONI3 i L TJ i � �P '7 L ti rAx 0 PERMf.TYPE SING EFAMILY 10TWO FAMILY OTOWNHOUSE M TYPE O 'VIS OBK: 'Ql NEW a REPLACEMENT lO ALTRIM.TIONIREMODEL M DETAILED D13SCRIl'Tk?N OF WORK!��•-�-� PER MS 16B.665 the permit fee is a minimum of $15.00 or S% of the total cost up to $00.00, whichever is greater, for the imprevemoat, installation or replacement of arosidential fixture, excluding the fixtures. (This should reflect only the cost of labor) Labor cost under $300 - $15.00. Labor coat between Soo to $500 = coat of labor — . - X.05 ' - FOR PROJECTS WIMTZ LABOREXCEMS $500. FEES ARE BASED ON 510.00 PER r.IXTXME. EXCEPT WrIERE NOTED. F=URES: ONDICAT'S TOTAL NUMHEROF EACH BELOW) MODEL:Cj j 0 3di'Y' S1ZEIBTU090 figtdpr►te IustaUed AEG MODEL:•�G� 1 :_M S]zI;BTU d� BeC; —_ _ MODEL: — _ _ SLFJBTU _FIREPLACE (GAS) $15.00 GAS RANUFIOV 1$10.00 A/C SP -00 ) $35.00 NEW GAS GRILL $10.00 _ TO EXCkYANOEER $1S jam► F17RNACF $35.00 Ct _OAS UN1T H1TtS10.00 BOII Ek $35.00 _ S10A0 3i — $10.00 VENTII.ATOR $15.0 pOCT WORK $10.0 As PIPING $10.00ME � }I ry�y ��jj �}��..��yy�� jj��''����{{ .mow.. ••ri°i.•'•':::^^ rvSw�•.. +$,,,..:..:.:.` :CnlYeu::':.' min <i::: I � • . STIR:+.ii• � ZOE ..h Y'• ,•i ` Cn•n•y�p:j AJ'e::>�. ' : "•..::: :::<;;'• •..w6e.... •' •' ` -.fug Permit Feu $ Number of fixtures @ $10A0 _ x $10.00 $� Suroherge SO Number of fixtures (til $15.00 _ x $15.00 ' $` TOTAL 1)UE $ _ Number of fixtures (a1525.Oq _ x $2.5.00 = $_ Number of fixtures @) $35.00 _.. x $35,00 ti $ 1 State Surcharge . s.0 Total r $ THIS IS AAT APPLICATION FOR A PM"T NOT'VALTU UNTIL PROCESSEI3 1 hereby apply for ¢building permit and I ain olniowledge that then infornnation above is complew and aecuraw. t �1� s conforanancc with the orei.nances and cod= of the City of Fridley and with the Mirseesata Construction Codes; is not a permit but only an applioelion for a perrrut anti work- is not to start without a Permit' that the work will be m accordrsnen wuh the approved plan in the ease of which rcq review and appy vel plans. rl';�i. _DATE Kq�ji i i C�' SIGNATURE P1' APPLICA PRWT NAME - C' of Fridley •Building inspections Deportment 6431 University Avenue NE, Fridley, MTS 55432 763-572-3604 PAX: 763502-4977 -Wd bS'9Z:9 LOOZ1619 :8380 - - til£ :abed 6696b£b£9L 6i=l _ 2007 City of Fridley RECID J U N - 5 2007 6431 University Ave NE Fridley MN 55432 (763) 572-3604 or Fax (763) 5024977 Water and Sewer Permit Application ® New Connection ❑ Existing Date: '-015114 D"1 Job Address: 5`V51- 3 V -D ST . []Utility Line Repair/Relocation ❑Water and Sewer Connection Name of Applicant (Plumber): JD S)(CPrV Arn N E1 J 1--1 G . Name of Property Owner: Existing Structure Permit # Permit Type: Sewer Fee: *150 Water Fee: 4 Meter Fee: Repair Fee: Relocation: State Surcharge: 4. r2o SAC Charge: Special Assessment Fee: Total: $ 10 0.50 -� 00.7 - 00 MN MW Applicant Signature: PVLQ,,L-ALP/L 'DU T &V' 1 Inspector approval- d� 50.S 5,. sD Water Meter Repair — Weekend & Holidays $125/hour Water Connections Permit $50 Sewer Connections Permit $50 Inspection Fee for Water/Sewer Line Repair $40 Special Assessments See Engineering Cost of Water Meter See Utility Billin SAC Charge $1675 State Surcharge $ .50 Water Tap See En ' eerie Building. PLUMBING Permit Inspections RESIDENTIAL APPLICATION Received By:,- 763-572-3604 CITY OF FRIDLEY DJEM'Ju DATE "o? I ' 0 YOUR E-MAIL ADDRESS SITE ADDRESS �'IT 7 & / g1c/ .STa THIS APPLICANT IS: ❑ OWNER IAONTRACTOR PROPERTY NAME: ADDRESS: CITY STATE ZIP OWNER/ TENANT PHONE: CONTRACTOR NAME: ,*- &yc STATE LICENSE # Frvs EXP DATE SUBMIT A COPY OF YOUR STATE ADDRESS: !da -.��-2 I64W t CITY l'E.00�STATE,1ZWZIP _r ? LICENSE WITH PHONE 'J6� - �/3 �/' 3SY y FAX APPLICATION PERMIT TYPE SINGLE FAMILY ❑ TWO FAMILY ❑ TOWNHOUSE TYPE OF WORK: W ❑ REPLACEMENT DETAILED DESCRIPTION OF WORKkfv m PER MS 16B.665 the permit fee is a minimum of $15.00 or 5% of the total cost up to $500.00, whichever is greater, for the improvement, installation or replacement of a residential fixture, excluding the fixtures. (This should reflect only the cost of labor ) Labor cost under $300 = $15.00. Labor cost between $300 to $500 = cost of labor x.05 = FOR PROJECTS WHERE LABOR EXCEEDS $500, FEES ARE BASED ON $10.00 PER FIXTURE, EXCEPT WHERE NOTED. FIXTURES: (INDICATE TOTAL NVMBER OF EACH BELOW) BATH SINK/LAV FLOOR DRAINS /SHOWER WATER PIPING _ T BATHTUB / GAS PIPING (NEED c/TYIJCENM) SWIMMING POOL _ WATER SOFTNER ($35) Z CLOTHES WASHER KITCHEN SINK -3- WATER CLOSET _ BACKFLOW PREY. ($15) DISHWASHER LAUNDRY TRAY I WATER HEATER ($35) FOR IRRIGATION WATER METER —OTHER a.� Permit Fee $ Number of fixtures @ $10.00 )b x $10.00= $It0c) Surcharge .50 Number of fixtures @ $15.00 x $15.00 = $ Number of fixtures @ $35.00 / x $35.00 = $ 3 TOTAL DUE $ State Surcharge = $ .50 Total = $ 5,55 THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all w i r u" s review and approval of plans. SIGNATURE OF APPLICANT PRINT NAME%�`7, / �l7liP r� DATE -E- `d City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977 CIIYOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 (763) 571-3450 • FAX (763) 571-1287 • TTD/TTY (763) 572-3534 August 29, 2007 Blueprint Homes Inc. 1512 125`" Ave NE, Ste 139 Blaine, MN 55449 Re: Final Inspection at 5951 3`d Street NE. Dear Sirs; A final inspection was conducted on August 29, 2007,2007 for the completion of the dwelling at the above address. The inspection noted that the construction was completed according to the approved plan but the following item needs to be completed before the building permit can be finaled out; 1. Provide sod in the front and side yards by September 15, 2007. 2. Provide a verified survey. 3. Provide hard surface driveway. We will expect the above item to be completed by the scheduled dates and a reinspection called for. The dwelling is approved for occupancy. have any questions concerning this matter, please feel free to contact me at 763-572-3603. Since Building PLUMBING Permit No.: 4 _OCA Inspections RESIDENTIAL APPLICATION Received By: 763-572-3604 CITY OF FRIDLEY DateW�V: A PRU 2 763-502-4977 FAX EFFECTIVE 1-1-08 DATE - 7 4' 09' YO�-U-"RAE- L ADDRESS SITE ADDRESS 9 / S' _311c' N !` , e y, �s 417— ZTHIS THIS APPLICANT IS:OWNER�A ❑CONTRACTOR PROPERTY NAME: P t1 e ice+ v� ADDRESS:S / �I 3 vp Jt a�o CITY rlglyLe y IP SQ4_✓72- TO NANT _STATE PHONE:�i� CONTRACTOR NAME: SUBMIT A COPY OF YOUR STATE STATE LICENSE # EXP DATE LICENSE, BOND AND STATE BOND # EXP DATE CERTIFICATE OF INSURANCE ADDRESS: CITY STATE ZIP PHONE FAX PERMIT TYPE SINGLE FAMILY ❑ TWO FAMILY ❑ TOWNHOUSE TYPE OF WORK: NEW ❑ REPLACEMENT DETAILED DESCRIPTION OF WORK a-cid — "ry ✓o d ® I o0✓—se- r( PER MS 1613.665 the permit fee is a minimum of $15.00 or 5% of the total cost up to $500.00, whichever is greater, for the improvement, installation or replacement of a residential fixture, excluding the fixtures. (This should reflect only the cost of labor ) Labor cost under $300 = $15.00. Labor cost between $300 to $500 = cost of labor x.05 = plus .50 surcharge .0 FOR PROJECTS WHERE LABOR EXCEEDS $500, FEES ARE BASED ON $10000 PER FIXTURE, EXCEPT WHERE NOTED. FIXTURES: (INDICATE TOTAL NUMBER OF EACH BELOW). MINIMUM FEE $15.50. _ BATH SINK/LAV _FLOOR DRAINS SHOWER WATER PIPING _ _ BATHTUB _ GAS PIPING (NEED CITY LIC) _ SWIMMING POOL —WATER SOFTNER ($35) CLOTHES WASHER _ KITCHEN SINK_ WATER CLOSET Y BACKFLOW PREV. ($15) DISHWASHER _ LAUNDRY TRAY _WATER HEATER ($35) i` FOR IRRIGATION _ WATER METER —OTHER Fl✓RMIT"FEE FRb71CTS TOR UNDER $5"14. P:RIIT?EE F6R F,1ECT'1� $SQ.O Number of fixtures @ $10.00 x $10.00 = $ Permit Fee $ ��. 0 a Surcharge .50 Number of fixtures @ $15.00 x $15.00 = $ OR Number of fixtures @ $35.00 x $35.00 = $ TOTAL DUE $ _15-. -5-o State Surcharge = $ .50 MINIMUM $15.50 MINIMUM $15.50 Total = $ THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a plumbing permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application f r a permit and work is not to start without a permit on site; that the work will be in accordance with the approved pan n the a o I work which requires review and approval of plans. f 1� SIGNATURE OFAPPT PRINTNAMEc,�,,A Wc\(e.A6!, DATE l' O APPROVED BY DATE .PLEASE NOTE: -Sgl ERMITS ARE°;I EQU ED: ORBiJILD N 'ELECTRICAL MRr"H IC VICAI W K City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977 1e