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PRE 2010 DOCSSUBJECT 15ERMIT NO. City of Fridley 30975 AT THE TOP OF THE TWINS BUILDING PERMIT r RECEIPT NO. v------ COMMUNITY DEVELOPMENT DIV. INSPECTION SEC. r PROTECTIVE A ; /"', CITY HALL FRIDLEY 55432 NUMBER REV DATE PAGE OF APPROVED BY 1 .... 1 J` 612-571-3450 910-F15 5/24/00 JOB ADDRESS 1215 Norton Avenue NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Thad Hyatt 1215 Norton Avenue NE 763-572-0950 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Lloyds Home Improvement Inc 1012 42 1/2 Ave NE, Columbia Heights, MN 55421-3159 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 763-788-5602 1798 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 8 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Install egress window 9 CHANGE OF USE FROM TO STIPULATIONS Provide smoke detectors in all sleeping rooms and on all levels of the dwelling per Section 310.9.1.2 of the 1997 Uniform Building Code. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING. HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCYLOAD VENTILATING OR AIR CONDITIONING THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT CU FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO DWLG- UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $1,000 $.50 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING COW STRUCTION $41.80 Pire SC $1.00 OR THE PERFORMANCE OF CONSTRUCTION r PLAN CHECK FEEOTAL FEE L e SC $5 0 $48.30 IGNATURE OF CON'RACTOROR AUTHOR A ENT IDATEI WH N PR L VA IDA THIS IS YO.LIR ERM y�V S-GNATURE OF OWNEROF OWNER BUILDERI IDATEI -Ova 'dz e ellTE NEW I l Effective 1/1/2000 ADDN [ ] CITY OF FRIDLEY (763) 572-3604 Blcjg Insp ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION q� �A� Construction Address: 1215 NORTON AVE,.. NE J r� Legal Description: Owner Name & Address: THAD HYATT SAME Tel. # 763-572-0950 Contractor: Tj,oy s HnMF. TMPRnV,_ TNC_ MN LICENSE # nnnl 79R Address:_ 1012-42-", AVE,.. NE COL,., HGHTS M. 55421-3159 Tel. # 763-788-5602 Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft GARAGE AREA: Length Width Height Sq. Ft DECK AREA: Length Width Hgt/Ground Sq. Ft OTHER: INSTALL OWNERS EGRESS WINDOW Construction Type: Estimated Cost: $ -'a Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ =$ DATE: APPLICANT: 2 , . e�` L Tel.# 763-788-5602 06 CITY USE ONLY - Call (763) 572-3604 for Permit Fees if mailing in application Permit Fee $ /.A0 Fee Schedule on Reverse Side Fire Surcharge $ /-00 .001 of Permit Valuation (1/10th%) State Surcharge $.50/$1,000 Valuation SAC Charge License Surcharge Driveway Escrow Erosion Control $ $1100 per SAC Unit $5.00 (State. Licensed Residential Contractors) $�_ Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] TOTAL STIPULATIONS: $ 7 suBjECT City of Fridley WRECKING (74'0 0 4 ' AT THE TOP OF THE TWINS.► P E R M I T r COMMUNITY DEVELOPMENT DIV. r PROTECTIVE INSPECTION SEC. boci F 1 � NUMBER REV DATEPAGE OF APPROvED By = CITY HALL FRIDLEY 55432 763-571-3450 910-F15 10/30/03 JOB ADDRESS 1215 Norton Avenue NE I LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Michael Juaire 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO PMJ Group Inc PO Box 43243 Bo 0 612-636-8156 A ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 6 USE OF BUILDING Residential 7 CLASS OF WORK O NEW O ADDITION O ALTERATION O REPAIR O MOVE XQC REMOVE B DESCRIBE WORK Wreck 37' x 26' House & a 20' x 36' Garage 9 CHANGE OF USE FROM TO STIPULATIONS All demolition debris, including foundation and slab, shall be removed from site. SAC credit forwarded to townhouse plan. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING. TYPE OF CONST OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO, FT CU FT AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 ISTALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT N/A DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC C ARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING COW $33.75 STRUCTION TME PERFORMANCE OF CONSTRUCTION CHECK F T AL FE E �0A �6 -3PLAN $3 S'G ATURE OF CON'R TD OR AUTHORIZED AGENT ATE- EN O VALIDffED THIS IS YOUR P MIT o 9 lD SL G INSF' ✓ OAt SIGNATURE OF OYVNER,IF OWNER BUILDER), iDATE, 7 Effective 1/1/03 CITY OF FRIDLEY MOVING [ ] WRECKING V#ERmn APPLICATION 6431 University Ave NE Fridley MN 55432 (763) 572-3604 FAX (763) 571-1287 Job Address: )2 -15 - Legal Description: Owner & Address:Aily-4) Contractor: rYl� of Address: y,,H/OOUSE: Length l�ARAGE : Length OTHER: Length Estimated Cost $ e J AV- /l.i . State License # Tel . # Tel. DESCRIPTION OF BUILDING�y n Width �� Height Sq. Ft. % Cu. Ft. 1 �,�Vv Width Height Sq. Ft. ,.. Cu. Ft. Width Height Sq. Ft. Cu. Ft. Approx. Completion Date CALL GOPHER STATE ONE AT 651-454-0002 FOR UTILITY LOCATIONS. CALL ALL UTILITIES FOR DISCONNECTS BEFORE WRECKING/MOVING STRUCTURE, 7-3k- 33 ? 11_63,-6 AIM JK Water Bill raid: Yes [ ] or Collect [$ ] Signature Moving Route: The undersigned hereby makes application for a permit to wreck/move the building described above, agreeing to do all work in strict accordance with the City Ordinances and rulings of the Building Division, and the State Code which requires any water well on the property to be sealed by a State licensed water well driller, and hereby declares that all facts and representations stated in this application are true and correct. ALL DEMOLITON Af f f'1t/�1T\ PERMIT FEE: 331 / MINIMUM $20.00 STIPULATIONS: DESCRIPTION • For bathsup1045 sq. ft, War=m up to eo sq ft • lrouftIn COMM of 2" x v wall studs. • kburft on aifirer f 6" of 24' GG joW or stud • DisdWW is through 3° round &a thnxjgh rod or w d Sturdy rnaunou hra*eft of doude metal aft m w WOW On hcx s for verWW frxtunthV Extra targe atm box area. • "bent Impd-blower wires!. .Ai� �� W1110 with ftslon spbW oeHU8 orvradl. • EYP g3*ne v+aaftw damper. • Refer to NuTcne•scetalogfaacorrph to l5ng of accessories to Wacft* adapt oris Bathroom Fan to your corgrUctlontmgj t riser 8. DESIGN FEATURES Alr. Denary. 50CFM at o.10• S.p. Soeum tem, 4.0 Sorrel. [1knwelonw. Hoe 730 bV x 7nA' wkbx Gnft 9W long x 8"lie° wide x 1108riol & Frdsb: ffeush y: Gaivanhad stsa Gane: Wlvt$ indr eta. Motor. Shaded pate, f0ma0y Pte. 120vA0, 80 HZ .7 amp. obwar wheel: One-pboe polyp tWene- OWS10. 3^ d uaae:5MW r0wa4tWAasWW-,ZM------- ArmhWhaat & EngibearM Spkilboons MaWh eXi01 Alin iI Tal' Blower MODELS: SM ARCHITECT'S SPECIFICATIONS Exhaust Fan shd be Nrrww Mo" Numker SSW as mInttMCtcrad by NuTans atmrdag to Cid spealkshons. Fen shall varus 50 CFM at 0.10° SP. at e sound NMI of 2.0 Sones. Housirg shall be 7W x 7W x 3%' and conngot to 3° duct INSTALLATION • Snap on pb=duct ftnsftrr Notforuse at l + SUlia6da for uss trb or errelo�uevaten insht(!sd m a GR prateded branch oaccxt • Not Pa use With sofid3 %so cortpok Volali incalng or 21 x 4" arab shale.'A' urs housing installed dung rocgh.+n step cd cion Poem LM assemblyand grflsare instaedWhen cerli or wan isfinished. • TWOM sPOW m gips atryust fathaiuxses vsnarfces in ceifmg or v1sik • Use astarKfardorK4loWs swit1(pachased tYlIrts IMM WOOM are included Front NUTOW Im Ta FWM7MIS M Odd 6003 TM $4120 AM! raeama MEMEN CERTIFIED TEST DATA 4' ii1N,c^ N 0 CERTIFIED RATWa cm" 0 raw eand by Vo H" Vet ting ftisftft, for of the pelf pinus, as 4rey are ava%bW t consurmm. Pw&vt is rated d 0.1 ir1 sing pressim, based on test i;orxhxft f to AMC^ state-of-tte�-21R test labors ory. Sories are a maissure of hta ane /-perceived b -m* m based on tabom=y mes urenm t:s. Tfris NuTone trrodst is fwd by UnderwrileW Laboisfiuies Inc: The fir ddcvey of a vaetUa** —y be b� 1. DeMmwd Me equivatart diet WS1h for each 90 degree e16wa by addkq om fool of duct tet>gthftxesch trzfi of duct diameter, i.e., a 4 inch dratfieter duct em0w eqtmft 4 fed equfvaferd du¢t length mid an 8 Mcfi diameter duo elbow eWals 8 Weq AvWw t duct Iangth. 2. Add #0 kft straightyetgth of duet and ft alufWart ligth tar each elbow to obtain tfne total e0vaWwvft dluct 3: Weft fie hwsecftn of ft tarn perfomww curare and the tial eguivalertt duct lerigp curves and dray a wrbimll Iii down tin ft OW scale acid read the system air partoffnwc& (N6TE. 3 duct equals 6 bxh d1amaW C Wt) AIR PERFORMANCE CURVE (3 h ave1ta10 Fbd LOOM) " mu PLS fim 'm STATIC Pn»IJflE IW -+W OF WATM Ate 01 CItS 112 O?b 0.3 0136 CFEA !B !72 49 47 49 39 90 DEW stn• �� ^-,, rM artAe° � eis� %•- PrpCud �.m tlwfga el®OIL neB�.` Ntlted0. boo IWd19Wt end itee 869taaaQo, gmtmap, Ohb4i2?7 NORTON RATS VENT CALCULATIONS Upper Level Baths: Total quWalent Duct length: 25 feet of insulated flex + 3 feet (3inch elbow) = 27 feet Fan Performaoee (696N) = 48 CFM CFM Required = (5' x 8' x 8') / 60CFM x 8 ACH = 42.67 CFM Lower level bath: Total equivalent Duct length.- 25 ength:25 feet of insulated flex + 3 feet (3inch elbow) = 27 feet Fan Performance, (696N) = 48 CFM CFM Required = (4.5' x 5.5'x 8')160CFM x 8 ACH = 26.4 CFM PMJ GROUP, INC. dba PAV Properties PO Box 43243 Brooklyn Park, MN 55443 To: Dave Jensen Fax #: 5711287 Company: City of Fridley Subject: Dryer spec From: Michael Juaire Fax #: 763-315-3994 Tel #: 763-315-4399 MESSAGE: Dave, My Heating contractor asked me to look up the specification for dryer vent length for the dryer that I will be using at Norton. Attached a specification for the dryers that will be in the Norton project. The wall jacks that are being used are the 4' type. ng, rmitted dryer vent length (with 4 elbows) is 27 feet. I'll bring a copy o this to the job site this afternoon. Thanks, Mike t �e C m ax PRO Cover Page mAY-30-a M 19;45 WVU�S RALDERS SLFPLY 7636944649 F.W www,ftw.m . . �11 S. -ww ..cam DIMENSIONEXPRES Fax an mmmw (775) 8,73 .rdv fi"dmu&dmo#v*" A %Awo of bow id Wft swpw2ftQm&mwm%d" MEMO&.& OL A== afdftp - # M'"I wt, 6) w7h 41fir bgmfmg 12r Ws%. ;PE; l •ra ti �:� ��; 'r f Number ip 14-e 1 me 4 34.ft .64ft -ft: f 2 s4 ft 44.0, 64 ft 449 491 .ft le to . 36.4 2 4 2i' 29 0 3eft Wft 28ft I 2 31it 2fff 31 a V -ft 2331 loft 4 Sit aft 1�4 6 ewe�•ot9 W.T. (Mae) McCalla, P.E. 6600 751/2 Avenue North, Brooklyn Park, MN 55428 (763)560-7446 July 18, 2003 Mr. Michael Juaire PMJ Group P O Box 43243 Brooklyn Park MN 55443 Re: Norton Manor Town Houses Fridley, Minnesota WTM Job No. 2127. Dear Mr. Juaire: This is to certify that I have reviewed your Fax dated July 10, 2003. The 5/8 inch diameter Kwik Bolt R anchor bolts drilled into the concrete 7 inches is satisfactory in lieu of %a inch cast in anchors. Your item 2 is acceptable because the sum of the construction parts you propose are greater than the sum of the parts I required. The method shown m your sketch is an acceptable way to tie the anchor bolts from the footing to the shear panel. I suggest you eliminate the top wooden plate and use a steel plate. Fill the space below the steel plate with solid jack studs. The end grain is much better m bearing than side grain. Nails through the studs into the blocking will help. I have marked your 2 Faxed sheets SK2127-3 and SK2127-4. In my opinion, the above will be satisfactory and meet building code requirements. Please feel free tocall me should you have any questions. Very truly yours, W. T. McCalla, P. Eng. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed professional Engineer under the laws of the State of Minnesota. W. T McCalla Mft_7��Rcgislrafim No. 10540 Frmm: N dmel AsWe To: Mac McCaw Date: 711012003 Thm 1.38.40 PM Page 1 of 5 PMJ GROUP, INC. dba PMJ Properties PO Box 43243 Brooklyn'Padr, MN 55443 To: Mac McCalla From: Michael Juaire Fax #: 5607446 Fax #: 763-315-3994 Company: Tel #: 763-315-4399 Subject: Questions MESSAGE: Mac, Would you please prepare a meter addressing the fo bWrtg: Item 1: Statement the Heti 5V x 10r long Kwik Bait 2 fps ( drilled 7" info the concrete on 6 max enters ) are an awe replacement for the anchor bolts buried in the concrete foundaation o- e49ew) 4 {tem 2: Attached is your original letter addressing the verticle draphrams on the Norton Manor project. It speciftesk 10 x 4' gypsum sheathing on the exterior, and 1 IT gypsum wallboard on the interior. The actual conskoction Is (required for UL rated 1 hr wall construction) 5fir x -C gypsum sheathing on the exterior with all seams blocked and nailed on 4" enters, and 5/8" gypscnn waMxwd (unblocked) on the interior nailed on T' centers. Is this construction acceptable? and if so, please include a statement to that effect in the letter. Itern 3: Attach is a sketch of whafs bang proposed for fastening the achor bow for the diaphrns surrounding the oar head garage doors (first parm in yawn letter). Is this construction acceptable? and if so, please include a statement to that effect in the letter. Please call if you have any questions. 6124636-8156 Than, 5�r' zt M 2. - �Mike a From: Michael Jualre To: Mac McCalta IA r, Date: 71102M lime: 1:36:40 PM sIre/ z 4- w ria 7/,e%3 Page 5 of 5 W.T. (Mac) McCalla, P.E. 6600 751/2 Avenue North, Brooklyn Park, MN 55428 (763) 560-746 April 11, 2003 Mr. Michael Juaire PMJ Group P O Box 43243 Brooklyn Park MN 55443 Re: Vertical Diaphragms Norton Manor Town Houses Fridley, Minnesota WTM Job No. 2127. Dear Mr. Juaire: This is to certify that I have reviewed plans for the above by Robert Baker, Architect. For the 3 diaphragms surrounding the overhead garage doors, use the 15/32 or greater plywood sheathing on UBC page 2-287 and marked SK2127-1. Follow the indicated nail schedules on that sheet. Use 2 3/4 inch diameter anchor bolts for each diaphragm and set as far as possible to the outer edges, These bolts should be anchored in the continuous footings with a 4 inch square plate washer under the bolt head. The rear ,5 vertical diaphragm panels (between and outside windows) should have an exterior sheathing either red or orange and an interior wallboard either purple or red. All joints shall be blocked where shown as blocked construction. Both exterior and interior gypsum board are shown on UBC page 2-382 and marked SK2127-2. Use 1/2 inch anchor bolts at 4 foot center to center. All footings should have 2 No. 4 bars continuous 3 inches clear from bottom. Strap ties must tie the wall studs to the -,sill plate and to the trusses and stud to stud at the first floor. In my opinion, the above will be satisfactory and meet building code requirements. Please feel free to call me should you have any questions. Very truly yours, W. T. McCalla, P. Eng. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minn ta. WWT McCalla G Date _Reggiration No. 10.540 TABLE 23-11-H 1987 UNIFORM BUILDING CODE 'These values arc for shon-time waus uuc to -11.0 v. - intermediate framing members. Allowable shear values for nails in framing members.• of other apccies set forth in Division Ut, fart ill, shall be calculated for all other grades .4 .multiplying the shear capacities for nails in Structural l by the following factors: 0.52 far species with specific gravity greater than or equal to (1.42 but less than 0.49. and 0.65 for species with a specific gravity leas than 0.43. Framing at adjoining panel edges shall br 3 -inch (76 mm) nominal or wider and nails shall be staggered where nails are spaced -1 inches (51 mm) or 21/:! inches (64 mm) nn center. ;Framing at adjoinipg panel edges shall be _i -inch (76 mm) nominal or wider and nails shall lx staggered where Lori nails having penetration into framing a more than I /H inches (41 mm) arc spaced 3 inches (76 mm) or leas on center. oil ��■i .a 1 DIAPHRAGM BOUNDARY nACC A CASE 5 LOAD CONTINUOUS PANEL JOINTS FRAMING BLOCKING LOA[ CONTINUOUS PANEL JOINTS CONTINUOUS PANEL JOINTS NOTE: Framing may be oriented in either direction for diaphragms, provided sheathing is properly designed for vertical loading. TAMING BLOCKING 2-287 ill R� S OOT FOR HORIZONTAL WOOD STRUCTURAL PANEL TABLE 23-11-H —ALLOWA SH IN O DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE1 BLOCKED DIAPii Ms uNBLocKED DIAPItRAGMs Nall spacing pn.) at diaphragm boon b can luaus panel ed9paesnPela 1sa mm) � ce888), at (Cassa 3 ar�)and� � Nails spacefir( at su . tededges and 8) x 26.4fo MINIMUM MINIMUM NOMINAL MINIMUMn NOMINAL 4 22 i;, 2t1z2"' ed Nail spacing (in.) at Omer penal ges Case 1 (No unblocked edges AN other NAIL PENETRATION PANEL Till ES WIDTH OFx FRAMING 25A or oominuous lob" 1 to configurations (C 5 ash 3, 4. IN FRAMING S MEMBER 8 g 4 1 3 (Inched (Inches) COMMON?5.4 (Inches) x OM46 for 0111111111PANEL GRADE NAIL IZE for mm 185 ?50 375 420 165 125 II/ /It. 2 3 310 280 420 375 185 141) Sri l/_ : '- 370 - till 530 (lHi 270 6410 675 240 165 1!N) '(Ri Structural 1 3 3(11) 41X1 315 loris IS/s 15/i_ 2 33( 425 64(1 730 3[111 4,S0 7111 1421 � 320 240 3 ; +moi 335 3K0 2$0 330 430 150 170 1111 125 (id Ill 4 190 g$ 250 375 3'_11 165 _ 2) 3 21U 2:40 420 475 18:1 140 /s: 3441 320 480 545 360 540 610 315 240 16(1 180 C -D. C -C. Sheathing.2 3 270 E55 340 505 575 _'311 170 and other grads 1112 /In 3 285 330 570 645 255 1911 covered in UBC �d = - ,'_711 360 sir. VAR) �• _ {0 1S0 Standard 23-2 or - 156: 300 400 64111 / 675 26. 2(11) 2.3-; 3 '575 2.55 390 190 315 2 29(1 385 655 104• s )' /r ''/12 3 325 -130 (4,0 735 2 3?0 360 43.5 48A) 640 7'01 730 $20 2S5 320 215 1 240 '"/32 3 .. m "nl for norma) loading Space nails 12 inches (305 mm) nn center along 'These values arc for shon-time waus uuc to -11.0 v. - intermediate framing members. Allowable shear values for nails in framing members.• of other apccies set forth in Division Ut, fart ill, shall be calculated for all other grades .4 .multiplying the shear capacities for nails in Structural l by the following factors: 0.52 far species with specific gravity greater than or equal to (1.42 but less than 0.49. and 0.65 for species with a specific gravity leas than 0.43. Framing at adjoining panel edges shall br 3 -inch (76 mm) nominal or wider and nails shall be staggered where nails are spaced -1 inches (51 mm) or 21/:! inches (64 mm) nn center. ;Framing at adjoinipg panel edges shall be _i -inch (76 mm) nominal or wider and nails shall lx staggered where Lori nails having penetration into framing a more than I /H inches (41 mm) arc spaced 3 inches (76 mm) or leas on center. oil ��■i .a 1 DIAPHRAGM BOUNDARY nACC A CASE 5 LOAD CONTINUOUS PANEL JOINTS FRAMING BLOCKING LOA[ CONTINUOUS PANEL JOINTS CONTINUOUS PANEL JOINTS NOTE: Framing may be oriented in either direction for diaphragms, provided sheathing is properly designed for vertical loading. TAMING BLOCKING 2-287 TABLE 254—ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR VERTICAL DIAPHRAGMS OF LATH AND PLASTER OR GYPSUM BOARD FRAME WALL ASSEMBLIES1 tw= v ructt utapnragms snau not ac useu to restst toaus imposed by masonry or concrete construction. See Section 25132. Values shown are for short-term loading due to wind or due to seismic fading. Values shown must he reduced 25 percent for normal loading.'171e values shown in Items 2.3 and 4 shall be reduced 50 percent for loading due to earthquake in Seismic Zones 3 and -i. 2Applies to nailing at all studs. top and bottom plates. and blocking. :Alternate nails may be used it their dimensions are not lois than the specified dimensions. Chapters 26-34 Chapters 26 through 34 are printed in Volume 1 of the Uniform Building Code. TM a o3 2-38'2 SOF NAIL SPACINW MAXIMUM (t -him) SHEAR VALUE MIMMUM NAIL SIZES x 25A for mm x 14.6 for Wm x 25.4 for mm TYPE OF MATERIAL x 25A for mm WALL x 304.8 for mm CONSTRUCTION 1. E.epanded metal. or woven wire lath and poriland cement plaster 7/g" Unblocked 6 1810 No. 11 gage. 11/2" long, 7/1t," head No. 16 gage staple. 7/g" legs 2. Gypsum lath '/g" lath and 1/2" plaster Unblocked 5 1011 No. 13 gage, 11/a" long, 1"/t,4" head. plasterboard blued nail 3. Gypsum sheathing board I!±" x 2' x S' Unblocked _1_ _ 75 No. 11 gage, 1z/4" long, 7/1t," head. diamond -point. galvanized 11," x 1' Blacked _ 1Z5 I/_" x 4' Unhltuked 7 1110 Unblocked 7 100 5d cooler (0.186" dia_ IS/n" long. li/r.t" head) or � (0 tl8h" •alitw�trd t dia.. .. I _T long. y!a�" head) 7 1 J h I'2 Blocked , 712,; , 4 1756 Unblocked 7 115 o / 4. Gypsum wallboard or L veneer hast s/8" hd cooler (0.1192" dia.. 17/S" long, t/.t" head) or wallboard (0.04)15" dia.. 17/$" lung. 1' )/,,4" head) 4 145 Blocked 7 135 4 175 Blocked Two ply Base ply: 9 Face ph•: 7 250 Base ply -6d cooler (0.1192" dia— 17/s" long 1/4" head) or wallboard (0.1915" dia.. 17/s" long. 1`//t,4" head) Face ply—,1d cooler (0.l 13" dia., i3/ti" long. '/3!" head) or wallboard (0.113" dia., 2-1/8" long. /,%" head) tw= v ructt utapnragms snau not ac useu to restst toaus imposed by masonry or concrete construction. See Section 25132. Values shown are for short-term loading due to wind or due to seismic fading. Values shown must he reduced 25 percent for normal loading.'171e values shown in Items 2.3 and 4 shall be reduced 50 percent for loading due to earthquake in Seismic Zones 3 and -i. 2Applies to nailing at all studs. top and bottom plates. and blocking. :Alternate nails may be used it their dimensions are not lois than the specified dimensions. Chapters 26-34 Chapters 26 through 34 are printed in Volume 1 of the Uniform Building Code. TM a o3 2-38'2 GYPSUM WALLBOARD, WOOD STUDS One layer 5/e' type X plain or predecorated gypsum wallboard applied parallel to each side ,.- of 2 x 4 wood studs 24' o.c. with 6d coated nails, 17/4" long, 0.0915° shank, 1/4° heads, 7" o.c. at joints and top and bottom plates and 3/e' beads of adhesive at intermediate studs. Joints staggered 24' on opposite sides. (LOAD-BEARING) . . . . Thickness: 47/9° Approx. Weight 7 psi Fire Test FM WP 90, 8-21-67 Sound Test G&H NG-246FT, 7-2-65 GOARD. WOOD STUDS One layer 51e type X plain or predecorated gypsum wallboard, water-resistant gypsum backing board, or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16' o.c. with 6d coated nails, 17/e° long, 0.0915° shank, '/a heads, r o.c. Joints of square edge, bevel edge or predecorated wallboard may be left exposed. Joints staggered 16' on opposite sides. (LOAD-BEARING) Thickness: 47/9° Approx. Weight 7 pelf Fire Test UL R1319-4,-6,6-17-52; UL 82717-39, 1-20-06; UL R3501-52,3-15-66, UL Design U306; ULC Design W301 Sound Test OR 64-8, 2-4-64 GLASS MAT GYPSUM BOARD, WOOD STUDS One layer 9/e° proprietary type X glass mat water-resistant gypsum backing board applied parallel or at right angles to 2 x 4 wood studs 16 o.c. with phosphate coated nails, 17/9° long, Ya° diameter cupped heads, 8" o.c. Joints staggered 16' on opposite sides and covered with 10x10 mesh glass tape and file adhesive. (LOAD-BEARING) PROPRIETARY GYPSUM BOARD A G -P Gypsum - e/e' Dens -Shield' Fireguard'' A ipprorox.x. Weight 7 7 p psf Fire Test WHI-495-0853, 5-14-87; WHI-495-0854, 5-157 Sound Test See WP 3605 (OR 64-8, 2-4-64) GYPSUM VENEER BASE, GYPSUM VENEER PLASTER, k "' 77 77 WOOD STUDS One layer 1/z type X gypsum veneer base applied at right angles to each side of 2 x 4 wood studs 16' o.c. with 5d etched nails, 13/4° long, 0.0.99° shank, 1/4' heads, 8° o.c. 1/1e° gypsum veneer plaster applied over each face. Vertical joints staggered 16' and horizontal joints 12' on opposite sides. Sound tested without gypsum veneer plaster. (LOAD-BEARING) Thickness: 4719' Approx. Weight 7 psf Fire Test UC, 1-12-66 Sound Test: G&H IBI-35Ff, 5-26-64 GA -600-2000 t Contact the manufacturer for more detailed information on proprietary products. 59 MNcheck COMPLIANCE REPORT Minnesota Energy Code MNcheck Software Version 3.0 ADDRESS: 1215 Norton Ave. NE, Fridley COUNTY: Anoka STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Multifamily DATE: 10-30-2003 COMPLIANCE: PASSES Permit # Checked by/Date Required UA = 866 Your Home = 557 35.7%Better Than Code Area or Cavity Cont Glazing/Door Perimeter R Value R -Value U -Value UA CEILINGS: Raised Truss 3600 44.0 5.0 72 WALLS: Wood Frame, 16" O.C. 3520 19.0 5.0 172 GLAZING: Windows or Doors, Above Grade 608 0.130 79 DOORS 160 0.320 51 SLAB FLOORS: Unheated, 48.0" insul. 268 10.0 183 HVAC EQUIPMENT: Furnace. 80.0 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application The proposed building has been designed to meet the requirements of the Minnesota Energy Code. Builder/Designer Date*j:,d 03 SUBJECT City of Fridley34027 AT THE TOP OF THE TWINS BUILDING PERMIT ------COMMUNITY DEVELOPMENT DIV. /71 ' r � PROTECTIVE INSPECTION SEC. 4 I 1 REV OTE PAGE OF APvnovEO BY r---� CITY HALL FRIDLEY 55432 763-571-3450 [;;UMBEn 910415 11 /17/03 JOB ADDRESS 1215, 1217, 1219, 1221 Norton Avenue NE I LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 5 1 Auditor's Subdivision #89 SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Michael Juaire 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO PMJ Group Inc PO Box 43243, Brooklyn Park, MN 55443 612-636-8156 20139308 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO B USE OF BUILDING 4 Unit Townhouse Building 7 CLASS OF WORK JJ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 100' x 34' Townhouse Building with a 76' x 19.5' Garage 9 CHANGEOFUSEFROM TO STIPULATIONS See notations on plan. 1 SAC credit from wrecking of 1215 Norton Ave house on 10/30/03. Paid park fee of $6,000.00 SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT CU FT AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO DWLG, UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 4 ISTALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX Fire SC AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $542,250 $271.13 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $542.25 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION THE PERFORMANCE OF CONSTRUCTION $3,438.00 $3,825.00 JQR 71q PLAN CHEC FEE TOTALFEE /17JV:3$8,076.38 + PF 5iG ruaE OFCON.a ,roa anUTNOaiZED AGENT iD Ei WH PROPERLY VALIDATED THIS IS YO R PER IT LD INSP r)AIE SIGNATURE OF OWNER,,F OWNER BUILDENj -DATES CITY OF FRIDLEY 6431 University Ave NE R-3, COMMERCIAL & INDUSTRIAL Fridley, MN 55432 BUILDING PERMIT APP ICATION (763) 572-3604 FAX (763) 571-1287 CONSTRUCTION Legal Effective 1/1/2003 ADDRESS �0—y-z �'o Zoning ,e3 Owner & Address Melee aa P"C Tel# (713) 3/S' gg CONTRACTOR & ADDRESS !A7 64"e __Wr- IA AW� el# 44 &A , A /5'Z Architect 'BaA - Reg.#O7 Engineer Reg .# 14?m BUILDING CONSTRUCTION A TYPE OF WORK XNew [] Addition [] Alteration -Describe Nom% �usT. 4- &,1V TOLVI, Have Rejlt"61-AJ6 1e%fC #F:F. AREA: Length Width Height_ q Ft. 3�_06_ oi'�`LI E AREA: Length /QD� Width 31a Height 8 Sq. Ft.X 09 G 9;P4ER AREA: Length 71a Width 7. S Height e-!?' Sq 2_ APPLICANT Tel # �08.43G "<OJ'z Date /_04� T%3 VALUATION Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ ) ` - Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ ) _ $ Z-0 Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ ) TOTAL VALUE Building Use Air Conditioning []Yes []No Performance Bond Amount $ Construction Fire Type Occupancy Protection Provided []Yes See Reverse for Schedule Group []No Received []Yes []No PERMIT FEES Permit Fee $_-�i33 8 • ® ® See Fee Schedule on Reverse Side Plan Check $ In Excess of Prepaid Amount - See Reverse Side Fire Surcharge $ 5 .001 x Permit Valuation (1/10th %) State Surcharge 10 13 $.50/$1,000 Valuation (See Sched. for > $1 Million) SAC Charge $— 3B,95 -00 $1275 per SAC Unit (Plans to MWCC for determination) Erosion Control $ $450.00 Conservation Plan Review Park Fee $ 000,®0 Fee Determined By Engineering Spec. Assessments $ _ Agreement Necessary [] Not Necessary [] Curb Cut Escrow $ feet x $17.00/foot TOTAL ATTACH STIPULATIONS CITY OF FRIDLEY Effective 1/1/2003 6431 University Ave NE R-3, COMMERCIAL & INDUSTRIAL Fridley, MN 55432 BUILDING PERMIT APP KATION (763) 572-3604 FAX (763) 571-1287 CONSTRUCTION ADDRESS aXT0.4 /126 Zoning 43 Legal 107— S �7�W'S Ot V. A9 Owner &AddressAIA4P / r-/Uprr� Tel# (76.3) 31S' 4�?9g CONTRACTOR &ADDRESS fW7 6~ __b1C , d fW 56170, 4 H `T'el# *d 4_ &X -A /5-6 Architec aAw_ eg. % E in er A14-2vo moi, Reg.# V& I�Q, �j LDING 0 TRUC TYPE OF W New ] Addition [I Alteration -Des be N �usT. LQ/1!w rnEk OFF. AREA: Length D� of h0f5E AREA. Length /QD GU 6AREA: Length Aa OA/7 t. APPLICANT 4"61-J6 Width /ll bight_ Sq. Ft. 3 Width 3 Height Sq. Ft.—% 02 W,a,'dth ..` Height , _ Sq. Ft. Ah62_ TeI° #�/1�--�3G "�'/� Date %4P 403 v \ VALUATION Sq. Ft. �d�® x $ �� I� Cost/Sq. F' = Valuation Sq. Ft. 1 sc� 1 x $ �Q. I/ Cost/Sq. Ft.��\; Valuation Sq. Ft. x $ Co;WSq. Ft. Valuation i Building Use Construction Type Air Conditioning []Yes []No Fire Protection, Performance Bond Amount $ See Reverse Permit Fee �$ 341 9 (�3 ,CSD Plan Check Fire Surcharge/ $ J��{o�•e State Surcharge $ 0 -71, 3 SAC Charge/ $ S1 00,100 Erosion C /ntrol $ Park Fee $ 000,00 Spec. Assessments $ K — Curb QU't Escrow $ TOTAL $ 15'35 d �� a %:- $�) _$ �a ago $ ) TOTAL VALUE Occupancy Group Provided []Yes []No for Schedule Received []Yes []No PERMIT FEES `. See Fee Schedule o` Reverse Side In Excess of Prepai' Amount - See Reverse Side .001 x Permit Valuati\'n (1/10th %) $.50/$1,000 Valuation ee Sched. for > $1 Million) $1275 per SAC Unit (Planto MWCC for determination) $450.00 Conservation Plan eview Fee Determined By Engineeri' Agreement Necessary [] No Necessary [] feet x $17.00/foot 1 I' �5H STI l®LA -Q ( t. �4 a �� 80,�� ui 33 .-75 CD- � 3y3 � C►n v Ur rMIULCr INartt-I1UN Liv. 6431 University Ave NE Fridley, MN 55432 (763) 572-3604, FAX (763) 571-1287 Stories Basement Floor 1 Floor 2 Floor 3 Floor 4 Urinal APPLICATION FOR PLUMBING AND GAS FITTING PERMIT MARK NUMBER OF FIXTURES TO BE INSTALLED ON EACH FLOOR Wash Drink: Floor Gant; Auto. Gas: Gas (V165c Water Heater Showerirtc Trav 1"outilk«< Drain �atlt,:.,., Washer App).>z: Range frit,:, Gas Elec PLUMBING FIXTURE RATES: NO. RATE TOTAL JOB ADDRESS 12_1S � r I, An,y1 19- ✓New NewFixtures _� $ 7.00 The undersigned hereby makes application for a permit for the work herein Old Opening, New Fixture $ 4.00 specified agreeing to do all work in strict accordance with the city codes Beer Dispenser $ 5.00 and rulings of the Building Division, and hereby declares that all the facts Blow Off Basin $ 7.00 and representations stated in this application are true and correct. Catch Basin $ 7.00 Rain Water Leader $ 7.00 \ 21 I b 83 , 20_ Sump/Receiving Tank $ 7.00 �- J L� Y'D Water Treating Appliance $10.00 Owner • u.w Water Heater -Electric $ 7.00 to , W �1D1�•!>m Water Heater - Gas** $10.00 Building Used As h Gas Range** $10.00 North ,4vwha PI,uw&biwg, Iwc.C S-& Gas Dryer** $10.00 Estimated Cost 225J°p Ruw� R1 rgLvd. Back Flow Preventer Required ( }Yes () No St. Frawcis, MN 55070 Type $15.00 PLUMBING COMPANI X63 -X53-333 Reinspection Fee $47.00/Hr SIGNED BQo �(�5� %TEL N0. 'l ln3 -3 ALL OTHERS AND/OR REPAIRS AND ALTERATIONS 1.5% of Value of Fixture or Appliance Approved By Rough -In Date Final Date State Surcharge $ .50 MINIMUM FEE FOR ANY PLUMBING/GAS PERMIT IS $20.00 TOTAL FEE $ IO D PLUS THE $.50 STATE SURCHARGE COMBUSTION AIR SHALL BE PROVIDED PER UMC SECTION 504(A) AND TABLE 6-A. COMMON VENT INFO ON BACK SIDE ,ITY OF FRIDLE, INSPECTION DIViSION 431 University Ave NE 'ridley, MN 55432 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, 763) 572.3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES 'AX (763) 571-1287 RATE SCHEDULE tesidential Rate TOTAL Furnace Shell and Duct Work, Burner - Also Replacement Furnace $ 30.00 $30,00 (Side Vent - Fill Out Back) Gas Piping (Needed with new furnace, $ 10.00 $ O 1 00 but not replacement)�pr • pk. LOGO Gas Range $ 10.00 $ Gas Dryer $ 10.00 $ *Air Conditioning - All Sizes $ 25.00 $ 2 a® All Others/Repairs & Alterations (LIST ON BACK) 1% of Value of Appliance or Work $ Commercial/Industrial 1.25/0 of Value of Appliance or Work $ State Surcharge TOTAL FEE MINIMUM FEE FOR ANY HEATING/COOLING/VENTILATION REFRIGERATION/AIR CONDITIONING PERMIT IS $25.00 PLUS THE $.50 STATE SURCHARGE REINSPECTION FEE $47.00/Hr *Air Conditioners can not be placed in a side yard without written permission from adjoining property owner. $ .50 Effective January 2003 JOB ADDRESS OWNER BUILDING USEDAS ESTIMATED COST 5 10 PERMIT NO. DESCRIPTION OF FURNACE AND OR BURNER No. of Heating nits Circle One (Steam) (Hot Water) 42m Air Trade Name r Size No. BT(DOX06 HP EDR Fuel GLS U a I Total Connected Load l.00,O Q Burner Trade Name \/Oy V_ Size No. BTU HP EDR The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes an rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. DATE 12- i Lo -o3 HEATING CO VV&AI r Signed C TEL #-R0-3)4q9-9,V7) FAX # 'I�L q9- OQU Approved By Rough -In Date Final Date FILL OUT BACK SIDE FOR STACK VERIFICATION ON REPLACEMENT FURNACE THE BELOW MUST BE FILLED IN WHEN REPLACING FUEL BURNING APPLIANCES OR THE APPLICATION WILL BE RETURNED When m In acing an existing furance, the undersigned hereby verifies that the venting has been examined and is free from rust, deterioration, obstructions, and is securely supported and firestopped where required. Yes No( ) The venting system is plastictPVC and meets all current codes and manufacturer specifications including sizing, length, number of elbows and termination. Yes �() No( ) The undersigned also verifies that the replacement unit is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAMA Category I Central Furnace Venting Tables for fan assisted and natural draft appliances. Yes) No( ) The px�trngsnmhnstinn air is sized and installed to meet the current codes and manufacturer's specifications. Yes) No( ) (' When required to install a new cemhustien air.it will be sized and installed to meet the current codes and manufacturer's specifications. Yes No( ) When instating new venting system, the undersigned hereby verifies that it is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAMA Category I Central Furnace Venting Tables for fan assisted and natural draft appliances. Yes ( No( ) Is the common vent and vent connectors sized and installed correctly after an appliance has been removed from the common vent and vented separately as per current codes. Yes No( ) Appliance Typp and Si7P_/Cnmmen Vent and Vent Cnnnectnr Infennatinn Appliance #1 Type [A FUWn&Ce BTU InputU 06 4in Assis or Nat Appliance #2 Type BTU Input ssisted or Nat Appliance #3 Type BTU Input Fan Assisted or Nat Total Appliances Total Btu Input L00600 r. Common Vent Type USS Vent Height L 5 Diameter inches Appliance #1 Vent Connector Height ft Length _'-Lft Diameter 4 in Type I WbL (.%�� U'Ml i1 U u Appliance #2 Vent Connector Height ft Length ft Diameter in Type Appliance #3 Vent Connector Height ft Length ft Diameter in Type r r•► . W[II1.t l �P I SEATING CO: o Signed By: Date: CITY OF FRIDLEY PERMIT NO.: 2004-00169 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 DATE ISSUED: 02/06/2004 572-36U4 YAX: (763) 571-1287 ADDRESS : 1215 NORTON AVE NE PIN : 123024310015 LEGAL DESC : AUD SUB NO 089 : LOT 5 BLOCK 0 PERMIT TYPE : ELECTRICAL PROPERTY TYPE : TOWNHOUSES CONSTRUCTION TYPE : ADDITION/ALTERATION VALUATION NOTE: ELECTRICAL PERMIT BECOMES VOID 12 MONTHS AFTER PERMIT ISSUE DATE. INSTALL ALARM SYSTEM # INSPECTIONS 0 # 0-100 AMP CIRCUITS 0 # 101+ AMP CIRCUITS 0 APPLICANT TRANS ALARM INC 500 E TRAVELERS TRAIL BURNSVILLE, MN 55337 OWNER PMJ GROUP INC 1 AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 60 days or if construction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. Applicant Date Bldg Insp Date ELEC PERMIT FEE - MIN (RESI) 0.00 ELEC AMP SERVICE FEE 25.00 ELEC CIRCUIT FEE (0-100 AMPS) 0.00 ELEC CIRCUIT FEE (101+ AMPS) 0.00 STATE SURCHARGE, ELEC FLAT 0.50 ELEC PERMIT FEE - MAX (RESI) 0.00 TOTAL 25.50 PAID WITH CHECK # 54387 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. CITY OF FRIDLEY PERMIT NO.: 2004-00171 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 DATE ISSUED: 02/06/2004 572-3604 YAX: (763) 571-1287 ADDRESS : 1215 NORTON AVE NE PIN : 123024310015 LEGAL DESC : AUD SUB NO 089 LOT 5 BLOCK 0 PERMIT TYPE ELECTRICAL PROPERTY TYPE TOWNHOUSES CONSTRUCTION TYPE NEW CONSTRUCTION VALUATION NOTE: ELECTRICAL PERMIT BECOMES VOID 12 MONTHS AFTER PERMIT ISSUE DATE. NEW TOWNHOUSE APPLICANT WEST STAR ELECTRIC INC 6324 LAKELAND AVE N BROOKLYN PARK, MN 55428-2309 (763)537-0807 OWNER PMJ GROUP INC f STATE SURCHARGE, ELEC FLAT 0.50 ELEC PERMIT FEE - MAX (RESI) 85.00 TOTAL 85.50 PAID WITH CHECK # 30847 AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 60 days or if construction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of wort will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. Applicant Date Bldg Insp Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. I CIiYOE FRIDLEY FRIDLEY MUNICIPAL CENTER - 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 - (763) 571-3450 - FAX (763) 571-1287 May 13, 2004 PMJ Group Inc PO Box 43243 Brooklyn Park, MN 55443 J Re: Final Inspections at 1215, 1217, 1219 & 1221 Norton Avenue NE, Fridley, MN Dear Sirs: A final inspection was conducted on May 12, 2004 of the new townhouse construction at the above noted addresses. The inspection found that the construction has been completed in accordance with the approved plans and is approved for occupancy. If you have any questions on this matter, please feel free to contact me at 763-572-3603. Sincerely, DJ/mh