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PRE 2010 DOCS
Date: Job Address Name of Ap Name of Pr( Existing Stn Permit Tvpe Special Applicant Si Inspector City of Fridley 3 6431 University Ave NE ©D �// (� Fridley MN 55432 i� 7 (763) 572-3602 or Fax (763) 502-4977 Water and Sewer Permit Application ❑ New Connection ❑Utility Line Repair/Relocation ❑ Existing [.Water and Sewer Connection Al Permit # Sewer Fee: Water Fee: Meter Fee: Repair Fee: Relocation: Surcharge: AC Charge: ssment Fee: Total: $� Water Me Repair — Week Holidays $125/hour Water Conr#ections Permit $50 Sewer C ections Permit $50 ection,ee for Water/Sewer Line R air $40 Spetial Assessments See Engineering Cost of Water Meter See Utility Billin SAC Char $1450 State Surcharge $ .50 Water Tap See Engineering 04/04/05 rd 2•d +1082 -TEL -199 XdA l3rN1ISd1 dH Wd9+1=6 S002 ST das VAY, 10. 2005: 4:15PMssi 297 2343 May 10, 2005 Stacy Pictrzak Flannery Construction 351 E Kellogg Blvd St. Paul, MN 55101 MPCA 4TH FIR N0, 319 P. 2 002 Minnesota Pollution Control Agency - Jr RE: Coverage Under NPDES/SDS General Storm Water Permit for Construction Activity (MNR100001) for: Brandes Place - CSW (ID# C00014936) Dear Stacy Pietczak: Thank you for submitting your completed storm water application for the above -referenced project. Weare pleased to inform you that you have been granted coverage under the National Pollutant Discharge Elimination System (NPDES)/State Disposal System (SDS) Storm Water Permit ("Permit's for Construction Activity. Permit coverage for this project started on May 9, 2005, seven (7) days after the postmarked date of your completed application form. Enclosed, please find your "Notice of Storm Water Permit Coverage" celucate for this construction proj ect Also enclosed is a "Notice of Termination" (NOT) form, which is to be submitted to the MPCA within 30 days of meeting the conditions outlined in Part 11(C) of the permit. Coverage under the permit will continue until midnight of the day the NOT is signed by the permittee. Please save this letter for your records. If you have any storm water program related questions during the course of this project, please access the MPCA's storm water web site at httn://www.pca.state.mn.us/water/stormwater/index.html or contact Sharma Denis at (651) 297-1457 or toll free at (800) 657-3864. Sincerely, Dale Thompson Dale Thompson Supervisor Regional Errviro=ental Management Division $uclosure cc: Richard Brestad 520 Lafayette Rd. N.; Saint Paul, MN 55155-4194; (631) 296-6500 (Voice); (651) 292-5332 07M. www.pos.state.mn.us St. Paul • Srainerd a Detrcit Lakes • Duluth a Mankato * Marsnail - Rochester • Willmar Equal Opportunity Employer - P=oa on recicea paper coning at least W perc3nt fibers from p=cr recycled by consumers. J1ejL-1272005 09:39 CITY OF FR I DLEY,'LP r. M/W r 9 City of Fridley Building lnspbctivns Dept, Ph; 763-572-3604 FAX; 763-571-1257 6431 University Ave NE Fridley MN 55432 Mechanical Permit # Residential Application City of Fridley See Back Side For Reauired Information Date �,�. �- Site Address: The applicant Is: (cirIce one) OwnerContractor Property Owner. Address: City: State: Zip: Phone; Cell; Fax: Contractor Information Company -Name: ` c>_ . -g_ ` Contact Person: W ` Address: Cv State: n -N -k i Zip: _kZ I Phone�`iSa-all rCell: Fax: &25 lr' Email: MN Bond# & Exp Date. Type of Work (circle one): Neyv Replacement Alteration/Remodel Detailed Description of work: y � 21f /115 fad G��%� Zt �+y ( 5 . ��Gc.V -5 ',e �L Equipment Installed: MFG: t3 T_ Model: Size/BTU: ,p�� MFG: i Model: SW,;�4 Size/STU: A%0M> MFG: o' Model: fi aSo Size/BTU: i cy- � , , aII that app Fireplace (gas) $15.00 New Gas Grill $10.00 A/C $25.00 _Fireplace (wood) $35.00 �Gas.Unit HTR $10.00 Air to Air exchanger $15.00 Fumace $35.00 Pool Heater $35.00 _Boiler$35.00 _Gas Dryer $10.00 Ventilator $15.00 _Chimney Liner$10.00 Gas Piping $10.00 X Duct Work$10.00 Gas Range/Oven $10.00 Permit Fee $_ f (Total from above -Minimum fee $35,00).. Surcharge 0.50 Total Due $ % ., C> Make check Oayable to City of Fddie Tnis is an application fora permit- not valid until processed I hereby apply for a mechanical Hermit and I acknowledge that the Information above Is complete and accurate; that the work will be.ln conformance with the ordinances and codes of the City of Fridley arty with the Minnesota Construction Codes; that I understand this is not a permit but only an applicatic for a permit and work Is not to start without a permit; that the work will be in accordance with' approved plan in case of all work which requires review and approval of plans. Signature of Applicant: Date: _,qa Approval Inspector Signature: 47� ate:_ 9�'%� Plaacc� IVnfaCanaratcs norrrtific ara rcni�l�ard fnr R��ilriinn Plismhlnn and Flex-Frir-al wnrk E-:NIJ UNITS Date: 9/15/2005 Revision Date: 9/15/2005 New Construction Site Information Address 1: Address 2: Project #: Lot: Black: City: County: Subdivision: Application Information Business Name: Alliant Mechanical MN Contractor License #: Contact Person: Mike Wright Office Ph: 651-452-2775 Fax: 651-452-7393 Cell Ph: Address 1: 3650 Kennebec Drive City: Eagan State: MN Zip Code: 55122 House Details Square Feet: 1296 sq. ft. Avg. Ceiling 1-1t: 8 ft. Number or Bedrooms: 3 Ventilation-: Balanced Total Ventilation Capacity: 60 cfm. Minimum Continuous Ventilation :60cfm. Intermittent Ventilation: 0 cfm. Combustion Appliance Water Heater. Direct Vent/Sealed Combustion Input BTUs: 35,000 Independently Vented Fumace/Boiler: Direct Vent/Sealed Combustion input BTUs: 40,000 Independently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Gas Fired Power Vent Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): '135 Exhaust Fan Rating (cfm): 0 Make -Up Air No Make -Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Have Been Met. Applicant Name (print): Signature/Date:, Code Official (prinq: Signature/Date: ® 2004 CCnierPoinl Energy Minneguco. 2004 Mechanical Code Guidelines. Ioo GOO (l 1^( I'i�a ,"I Page I A aac=c==aaaaa=a=aaaaacc=aaaacaaaaaaaaaaaaaaaacaaaaaaaaaaaaaa_=aaaaaaaaaaaaaaaaaaaaaacaaaaaaa: ' ALLIANT MECHANICAL RESIDENTIAL HEATING DATA SHEET OUTDOOR DESIGN TEMP. -20 INDOOR DESIGN TEMP. 68 TEMP. DIFFERENCE 88 acaaaaaaaaaccaaaaaaaca=aaaaaaacaaaaaaaaacaaaaaaaaaaaaacaacaaccaaaaaaaac..-caaaaaaacaaaaaaaaaa- WINDOWS SQUARE FEET COEFFICENT HEAT LOSS ------------------ DOUBLE GLASS 82 0 DOUBLE W/ STORM 48 0 GLASS PATIO DOORS SQUARE FEET COEFFICENT HEAT LOSS DOUBLE GLASS 87 0 DOUBLE W/ STORM 66 0 aacccaaaaaa=accaaa=aaaaa=aacaaaaaaaaaaca=aa==aaaacaaaaaaaac�caaaaaacaaaaaaaaaaaaaaaaaaaaaaaa ENTRY DOORS SQUARE FEET COEFFICENT HEAT LOSS aaaaaaaaaa� aaaaaaaa=aa=aaacaaaaaaaaaaaaaacaaaaa_ _aaaaaaaaaaaca� aa-_aacaaaaaaaaacaacaaaaaa SOLID WOOD 21 53 1113 INSULATED METAL 40 0 LINEAR FOOTAGE 72 CEILING HEIGHT 8 WALLS GROSS WALL 576 WINDOW/DOOR AREA 21 NET WALL AREA 555 WALLS SQUARE FEET COEFFICENT HEAT LOSS WOOD 31/2" R-13 6 0 WOOD 6"R-19 555 4 2387 CEMENT BLOCK R-5 8 0 INFILTRATION SQUARE FEET HEAT LOSS ==aacaa=accaaacaaaaaaaaaaac-----------------------=aaaacaaaaa=aaaaaacaacaaaacaaaaaaaaaaa: (CU/FT. x.4 / 60 = CFM) (CFM x COEF. 94 = HEAT LOSS) 2166 aaaaaaaasaaaaa= a .aaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaa=caaaaaaaaaacacaaaa= aacaacaaaa: ROOF AREAS SQUARE FEET COEFFICENT HEAT LOSS R-30 3 0 R-38 2 0 FLOOR AREAS SQUARE FEET COEFFICENT HEAT LOSS CRAWL SPACE/PORCH 5 0 BASEMENT AREA 432 3 1080 LINEAR FOOTAGE 72 19 1361 TOTAL BTU HEAT LOSS 8106 NOTE: ALL HEAT TRANSFER MULTIPLIERS FROM ACCA MANUAL "J" SIXTH ADDITION ' aaaaaaaaaaaaaaaaaaaaaaaaaa___ -_--- -_ = aaaaaaaaa__-=aaaaaaa--aa--a----aaaa aaaaaaaa aaaaa: ALLIANT MECHANICAL aaaa_ aaaaaaaaaaaaaaa=aaaaaaaa=aaaaaaaaa=aaaaaa=aaaaaaaaaaaaaaaaa----aaaaaaaaaaaaaaaaaaaaaaa: RESIDENTIAL HEATING DATA SHEET aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa=aaaaaaaaaaaaaa=aaaaaaaaaaaaaaa=aaaaaaaaaaaaaaaaa� a: OUTDOOR DESIGN TEMP. -20 INDOOR DESIGN TEMP. 68 TEMP, DIFFERENCE 88 WINDOWS SQUARE FEET COEFFICENT HEAT LOSS DOUBLE GLASS 82 0 DOUBLE W/ STORM 24 48 1152 GLASS PATIO DOORS SQUARE FEET COEFFICENT HEAT LOSS DOUBLE GLASS 87 0 DOUBLE W/ STORM 66 0 ENTRY DOORS SQUARE FEET COEFFICENT HEAT LOSS SOLID WOOD 53 0 INSULATED METAL 21 40 840 LINEAR FOOTAGE 48 CEILING HEIGHT 8 WALLS GROSS WALL 384 WINDOWIDOOR AREA 45 NET WALL AREA 339 aaaaaaaaaaaa_ aaaaaaaaaaaa=aaaaaa=aaaaaa=aaaaaa=aaaaaaaaaaaaaaaa=aaaa _aa�aaaaaaaaaaaaaaaaa. WALLS SQUARE FEET COEFFICENT HEAT LOSS WOOD 3 1/2" R-13 6 0 WOOD 6"R-19 339 4 1458 CEMENT BLOCK R-5 8 0 INFILTRATION SQUARE FEET HEAT LOSS (CU/FT. x.4 / 60 = CFM) (CFM x COEF. 94 = HEAT LOSS) 0 ROOF AREAS SQUARE FEET COEFFICENT HEAT LOSS R-30 3 0 R-38 2 0 FLOOR AREAS SQUARE FEET COEFFICENT HEAT LOSS CRAWL SPACEIPORCH 5 0 BASEMENT AREA 3 0 LINEAR FOOTAGE A n TOTAL BTU HEAT LOSS 3450 NOTE: ALL HEAT TRANSFER MULTIPLIERS FROM ACCA MANUAL "J" SIXTH ADDITION e . _________________aaaaaaaaaaaaaaaa=aaaaaaaaa=aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa____________- ALLIANT MECHANICAL 10 RESIDENTIAL HEATING DATA SHEET aaaaaaaaaaaaaaaaa_�aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaas OUTDOOR DESIGN TEMP. -20 INDOOR DESIGN TEMP. 68 TEMP. DIFFERENCE 88 WINDOWS SQUARE FEET COEFFICENT HEAT LOSS -------------- DOUBLE GLASS 82 0 DOUBLE W/ STORM 16 48 768 ------ -- -- --------------- GLASS PATIO DOORS SQUARE FEET COEFFICENT HEAT LOSS ________ _____________________aaaaaaaaaaaaaaaaaaaaaaaaaaana__aaaaaaaaaaaaaaaaaaaaaaaaaaa DOUBLE GLASS 87 0 DOUBLE W/ STORM 21 66 1386 --------- ------ ------------------ ENTRY DOORS SQUARE FEET COEFFICENT HEAT LOSS naaaaaaaaaaaaaaaaaa Ana»aaaaaaaaaaaaaan _aaaaa= aaaaaaaaaaaa_ aaaaaaaaaaaaaanaaaaaa----a---c SOLID WOOD 53 0 INSULATED METAL 40 0 LINEAR FOOTAGE 36 CEILING HEIGHT 8 WALLS GROSS WALL 288 WINDOW/DOOR AREA 37 NET WALL AREA 251 WALLS SQUARE FEET COEFFICENT HEAT LOSS WOOD 3 1/2" R-13 6 0 WOOD 6"R-19 251 4 1079 CEMENT BLOCK R-5 8 0 INFILTRATION SQUARE FEET HEAT LOSS (CU/FT. x.4 / 60 = CFM) (CFM x COEF. 94 = HEAT LOSS) 0 aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa_aaaa____________________________- ROOF AREAS SQUARE FEET COEFFICENT HEAT LOSS a.a-----aaaaaaa------------------ --------------a aaaaa--------_-__--_-aa_-=--_----aa----s R-30 3 0 R-38 2 0 FLOOR AREAS SQUARE FEET COEFFICENT HEAT LOSS CRAWL SPACE/PORCH 5 0 BASEMENT AREA 3 0 LINEAR FOOTAGE 19 0 TOTAL BTU HEAT LOSS 3233 NOTE: ALL HEAT TRANSFER MULTIPLIERS FROM ACCA MANUAL "J" SIXTH ADDITION ALLIANT MECHANICAL �,1�2G�i'� 1� l RESIDENTIAL HEATING DATA SHEET OUTDOOR DESIGN TEMP. -20 INDOOR DESIGN TEMP. 68 TEMP. DIFFERENCE 88 WINDOWS SQUARE FEET COEFFICENT HEAT LOSS DOUBLE GLASS 82 0 DOUBLE W/ STORM 28 48 1344 ---------------------------- -------------- --------------------------_ ------ ----------------------------- GLASS PATIO DOORS SQUARE FEET COEFFICENT HEAT LOSS __________________________________aeaaaeee_acaaoaaeeeaaaaaaaaaaaeeeeeeaaaaae --___ _eeaaaaa DOUBLE GLASS 87 0 DOUBLE W/ STORM 66 0 ENTRY DOORS SQUARE FEET COEFFICENT HEATLOSS SOLID WOOD 53 0 INSULATED METAL 40 0 aaeeeeaaaaaeaeaeeeaeeeeeaaaeaeeaaaeaaaeeeeaaaaeeeeeaaaaaaaaaeaaaa_ aaaaaaeeaaaaaaaeaaeaee=eez LINEAR FOOTAGE 36 CEILING HEIGHT 8 WALLS GROSS WALL 288 WINDOW/DOOR AREA 28 NET WALL AREA 260 WALLS SQUARE FEET COEFFICENT HEAT LOSS WOOD 3 1/2" R-13 6 0 WOOD 6"R-19 260 4 1118 CEMENT BLOCK R-5 8 0 INFILTRATION SQUARE SQUARE FEET HEAT LOSS ----------------- ---- (CU/FT. x.4 / 60 = CFM) (CFM x COEF. 94 = HEAT LOSS) 722 ROOF AREAS SQUARE FEET COEFFICENT HEAT LOSS R-30 3 0 R-38 144 2 331 ------------------------------------� aaaaaaaaaaaaaccpaaaaaaaaaaaaaaaaaaaaaaaaaacccaaaaaaaaaaaaaaaacccccccccccacccccccca� ccc _ccc. ALLIANT MECHANICAL] RESIDENTIAL HEATING DATA SHEET OUTDOOR DESIGN TEMP. -20 INDOOR DESIGN TEMP. 68 TEMP. DIFFERENCE 88 aaacaccaaaaaccacaaaaaaaaaaaaaaaaaaaaaacaaaaaaaaaaaaaaa-=--aaaaaaaaa_ ---aaaaa-------c------- WINDOWS SQUARE FEET COEFFICENT HEAT LOSS DOUBLE GLASS 82 0 DOUBLE W/ STORM 32 48 1536 GLASS PATIO DOORS SQUARE FEET COEFFICENT HEAT LOSS DOUBLE GLASS 87 0 DOUBLE W/ STORM 66 0 ENTRY DOORS SQUARE FEET COEFFICENT HEAT LOSS SOLID WOOD 53 0 INSULATED METAL 40 0 LINEAR FOOTAGE 36 CEILING HEIGHT 8 WALLS GROSS WALL 288 WINDOW/DOOR AREA 32 NET WALL AREA 256 aaaaaaaaaaaaaaaaaaccaaaaaaaaaacaaaaaacacaaaaaaaaaaaaaaaaaaaaaaaaaaaaccaaccccaaacccaaaacaaaaax WALLS SQUARE FEET COEFFICENT HEAT LOSS WOOD 3 1/2" R-13 6 0 WOOD 6"R-19 256 4 1101 CEMENT BLOCK R-5 8 0 INFILTRATION SQUARE FEET HEAT LOSS ------------------------------- (CU/FT. x.4 / 60 = CFM) (CFM x COEF. 94 = HEAT LOSS) 983 accaccaaaaaaaaaaccaoaaao. aaaaaccaaaaaaaaacca----aa--a------aaaaaaacaccacaaacaaaaaaaaaaaaaaa: ROOF AREAS SQUARE FEET COEFFICENT HEATLOSS --------------------- - ---- ---- ------------- -------------- R-30 3 0 R-38 196 2 451 FLOOR AREAS SQUARE FEET COEFFICENT HEAT LOSS -------------------------acaaa cc--_ --_-------_'----aaaaaaaaaa: CRAWL SPACEIPORCH 5 0 BASEMENT AREA 3 0 LINEAR FOOTAGE 19 0 aacaaa__acc=aaaacca=caaaaaaaccaaaa=acct=aaaccacaaaaaaaaccccaaaaacaaaaacaccaaaaaaaaaaaaacaaaaa TOTAL BTU HEAT LOSS 4070 --------------------------------------------_---------------------------------_ ------ NOTE: ALL HEAT TRANSFER MULTIPLIERS FROM ACCA MANUAL "J" SIXTH ADDITION aaaacc__---___-_aacccaacaaaaaaaccaaaaccacaaaaacaaccaaaaaaa------aaacaaaaaaaaaacccacaaaccc: ALLIANT MECHANICAL�� ----------------- =------------------------------------=====aaaa =_______-------------- RESIDENTIAL HEATING DATA SHEET OUTDOOR DESIGN DESIGN TEMP. -20 INDOOR DESIGN TEMP. 68 TEMP. DIFFERENCE 88 aaaaaaaaaaaaaaaaaaa=aaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa: WINDOWS SQUARE FEET COEFFICENT HEATLOSS aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa___________________ ______-_-- _-__-_. DOUBLE GLASS 82 0 DOUBLE W/ STORM 32 48 1536 GLASS PATIO DOORS SQUARE FEET COEFFICENT HEAT LOSS DOUBLE GLASS 87 0 DOUBLE W/ STORM 66 0 aaaaaaaaaaaaaaaaaaacaaaaaaaaaaaaacaaaaaaaaaaaaoaa___________ ______ ______�_____-__________ ENTRY DOORS SQUARE FEET COEFFICENT HEATLOSS ------------------------ ------------------------------------------- SOLID WOOD 53 0 INSULATED METAL 40 0 aaaaaaaaaaaa_ a aaaaa�aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa� a .aaaaaa---____-___-aaaaaa: LINEAR FOOTAGE 32 CEILING HEIGHT 8 WALLS GROSS WALL 256 WINDOW/DOOR AREA 32 NET WALL AREA 224 WALLS SQUARE FEET COEFFICENT HEATLOSS WOOD 3 1/2" R-13 6 0 WOOD 6"R-19 224 4 963 CEMENT BLOCK R-5 8 0 aaaaaaaaaaaaaaaaaaaaa�=aaaaaaaaaaaaaaaaaa� .aaa--__---_-aaaaaaaa�aaaa=�=aaaaaaaaaaaaaaaaa: INFILTRATION SQUARE FEET HEATLOSS (CU/FT. x.4 / 60 = CFM) (CFM x COEF. 94 = HEAT LOSS) 1283 ROOF AREAS SQUARE FEET COEFFICENT HEATLOSS R-30 3 0 R-38 256 2 589 --- — ------- --- -_ - _-___----=a• ---_-------_ aaaa---_------_--- FLOOR AREAS SQUARE FEET COEFFICENT HEATLOSS CRAWL SPACEIPORCH SPACEIPORCH 5 0 BASEMENT AREA 3 0 LINEAR FOOTAGE 19 0 TOTAL BTU HEAT LOSS 4371 aaaaaaaaaaaaaaaaaaaaaaaaa=o=aooaaaaaa=oaaaaaaa=aaaaaaaaaaaaaaaaaaaaavo=aaaaaaaaaaaaoaaaaacaoo NOTE: ALL HEAT TRANSFER MULTIPLIERS FROM ACCA MANUAL "J" SIXTH ADDITION • aaaaaaaaaaaaaaabaa� aaaaaaaa _aaaaaaaaa� aaaaaaaaaaaaaaaaaa________________________________. ALLIANT MECHANICAL BATA ---------- ------- ------- RESIDENTIAL HEATING DATA SHEET aacaccaaasaaaaaaaaacaacaaaaaaaaaaaaaaaaaaacaaaaaaaaaaaaaaaaaaaaaaaaacaacccaaaaaaaacaaaaacccaa OUTDOOR DESIGN TEMP. -20 INDOOR DESIGN TEMP. 68 TEMP. DIFFERENCE 88 caaacaaaaaaaaaaaaacaaaaaaaaaac=aaaaaaa:asaaaaaaaaaaaaaaaaaaaaaacaacaaaaaaaaaaaaaaaaaaaaaaaaca: WINDOWS SQUARE FEET COEFFICENT HEAT LOSS aaaa=aaacaaaaaaaaaaaamaacaaaaaaaaaaaaaaaacaaaaaaaaaaaaaaaaacacaaaaaaaaaaaaaaaacaaaaaaaaaaca: DOUBLE GLASS 82 0 DOUBLE W/ STORM 12 48 576 GLASS PATIO DOORS SQUARE FEET COEFFICENT HEAT LOSS DOUBLE GLASS 87 0 DOUBLE W/ STORM 66 0 _____________aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa ENTRY DOORS SQUARE FEET COEFFICENT HEAT LOSS SOLID WOOD 53 0 INSULATED METAL 40 0 LINEAR FOOTAGE 16 CEILING HEIGHT 8 WALLS GROSS WALL 128 WINDOWIDOOR AREA 12 NET WALL AREA 116 WALLS SQUARE FEET COEFFICENT HEAT LOSS WOOD 3 1/2" R-13 6 0 WOOD 6"R-19 116 4 499 CEMENT BLOCK R-5 8 0 INFILTRATION SQUARE FEET HEAT LOSS (CU/FT. x.4 / 60 = CFM) (CFM x COEF. 94 = HEAT LOSS) 321 ROOF AREAS SQUARE FEET COEFFICENT HEATLOSS R-30 3 0 R-38 64 2 147 FLOOR AREAS SQUARE FEET COEFFICENT HEAT LOSS CRAWL SPACE/PORCH 5 0 BASEMENT AREA 3 0 LINEAR FOOTAGE 19 0 TOTAL BTU HEAT LOSS 1543 =aaaaaaacaaaaaaaac=caaaaaaaaaacaaaaaaaaaacaaaaccaa=aaaaaaaaaaaaaaacaaaaaaaaacaaaaaaacaaaaaaaa NOTE: ALL HEAT TRANSFER MULTIPLIERS FROM ACCA MANUAL "J" SIXTH ADDITION aa=ccaaaacca==aaaaaa=aa=aaaaaaa_ aaaaaaaa=aa_ aaaaaaaa_ aaaaaaaaaaaaaaaaacaaaaaaaaaacaascoao �Y a aaaccaacaacccc;accaaaacaaaaaaaaaacaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa___�-------------------. ALLIANT MECHANICAL aaaa. aaaaaaaaaaaaaacaaaacaa_ aaaaaaas:=aaaaacaaaaaaca_ aaaaacabbbaa��'aaccacaaaaaaaaaaaaaaaaaaaaaas RESIDENTIAL HEATING DATA SHEET aaaaaaaaaaa_ aaaaaaaaaaaaaaaaaaaaaaaaa-------------------------aacaaac-------aacaacaaccacacc: OUTDOOR DESIGN TEMP. -20 INDOOR DESIGN TEMP. 68 TEMP. DIFFERENCE 88 WINDOWS SQUARE FEET COEFFICENT HEAT LOSS aaaacaacacaaaaaaaaaaaaaaaaaaacaccaaccaaaaaaaaaaaaaaaaaaaaaaacaaaaaaaaaaaaaaaaaaaaaaaaaaaacac: DOUBLE GLASS 82 0 DOUBLE W/ STORM 48 0 GLASS PATIO DOORS SQUARE FEET COEFFICENT HEAT LOSS DOUBLE GLASS 87 0 DOUBLE W/ STORM 66 0 aaaaaaaaaaaaaaaaaaaaaaaaaaaacaaacaaaaaaaaaaaaa----------aaaa_aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa ENTRY DOORS SQUARE FEET COEFFICENT HEAT LOSS aaaaaaaaaacacacaacaaaaacaaa_ acaacaacca_aaaaaaaaaaaaaacacaaaaaccaaaaaaaaccaaaaaaa_ aacaaccaa SOLID WOOD INSULATED METAL 53 0 40 0 LINEAR FOOTAGE 12 CEILING HEIGHT 8 WALLS GROSS WALL 96 WINDOWIDOOR AREA 0 NET WALL AREA 96 WALLS SQUARE FEET COEFFICENT HEAT LOSS WOOD 3 1/2" R-13 6 0 WOOD 6" R-19 96 4 413 CEMENT BLOCK R-5 8 0 INFILTRATION SQUARE FEET HEAT LOSS aacaaaaaaaaacaaaaaaaaaaaaaaa_ aaa= aacaaaaeaoacoocaacaaaaaaaaa_ aaaaa_ aaaaaa _aaaaaaaa--=aaa- (CU/FT. x.4 / 60 = CFM) (CFM x COEF. 94 = HEAT LOSS) 241 ROOF AREAS SQUARE FEET COEFFICENT HEAT LOSS R-30 3 0 R-38 48 2 110 Baa------__--_--------- ---- FLOOR AREAS SQUARE FEET COEFFICENT HEAT LOSS CRAWL SPACE/PORCH 5 0 BASEMENT AREA 3 0 LINEAR FOOTAGE 19 0 --------------------- ---- TOTAL BTU HEAT LOSS 764 NOTE: ALL HEAT TRANSFER MULTIPLIERS FROM ACCA MANUAL "J" SIXTH ADDITION CITY OF FRIDLEY 6431 University Ave NF R-3/COMMERCIAL/INDUSTRIAL/PUBLIC/INSTITUTIONAL Fridley, MI`v 55432 BUILDING PERMIT APPLICATION (763) 572-3604 FAX (763) 571-1287 Lf 2,4 UI?.g,1�132,lei3� U14 big41( Iii%,Lai 5Z, U15►)Lcl1r0,1cItQ�f, CONSTRUCTION ADDRESS ' 2 I -AL -W , fk N I~ Zoning Legal Owner & ace. L• n.6 Z Nb r5'I d5Y02 Tel# ( ) CONTRACTOR & ADDRESS _AIAKU V W Si'►'/c&Q,7 Tel# (� ZZ5 -1105 351 Lasi W(oll blvd- St 7awQ, Mkf 55/01 Architect -Ffk ' kfQ0C ✓ Reg.# QL4- Engineer 5kVt �� (i'�nerti Reg.# 55345 BUILDING CONSTRUCTION TYPE OF WORK jNew 0 Addition [] Alteration -Describe OFC. AREA: Length Width WHSE AREA: Length Width Height Sq. Ft. Height Sq. Ft. OTHER AREA: Length Width Height Sq. Ft. APPLICANT � V �Oyatki'pr) Tei #_ 51051 l n 5 Date - Z7" 05 VALUATION Sq. Sq. Ft. l r r x $ Cost/Sq. Ft. = Valuation $� . Sq. Ft. x $ Cost/Sq. Ft. = Valuation Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ ) TOTAL VALUE 4/12 I_ - pp Building Use hs,,&K-w Construction Typajtk uccupancy Group Air Conditioning []Yes ONo Fire.Protection Provided AYes []No Performance Bond Amount $, See Reverse for Schedule Received []Yes []No PERMIT FEES i Permit Fee } . -s gee Fee Schedule on Reverse Side Plan Check $_ �. W � - 65% of Building Permit Fee Fire Surcharge $ A .001 x Permit Valuation (1/10th %) State Surcharge $� , (�i$.50/$1,000 Valuation (See Sched. for > $1 Million) SAC Charge $1450 per SAC Unit (Plans to MWCC for determination) Erosion Control $ r - rr��/�L $450.00 Conservation Plan Review � Q4 0Q Park Fee $_ l�Fee Determined By Engineering Spec. Assessments $ Agreement Necessary 0 Not Necessary Curb Cut Escrow $_ 7c�Pr 60 — feet x ZD -_Jfoot TOTAL $. � - 7r - ATTACH STIP NS CITY OF FRIDLEY 6431 University Ave NE R-3/COMMERCIAL/INDUSTRLWPUBLIC/INSTITUTIONAL Fridley, MN 55432 BUILDING PERMIT APPLICATION (763) 472-3604 FAX (763) 571-1287 i5Li (¢1 % L(I Lc0, L, I b L{, LX 24, b I A 0132, U 13i�,1�1 0J L�I�� la I�ig, l�I CONSTRUCTION ADDRESS Z t Lf 1?111 U190,1.11 A �"• Nit~ Zoning Legal Owner & ace i 9 ND Tel# ( ) CONTRACTOR & ADDRESS Lln MU V M Si1't(� �f W Tel# (151 ) 41-5 -1105 351 Las+- 4(togg Architect Av iCran�e K,Reg.# of Z,40 Engineer �✓f Pt (IL ' � Reg.# c53��J BUILDING CONSTRUCTION TYPE OF WORK jNew [] Addition [] Alteration -Describe OFC. AREA: Length Width. WHSE AREA: Length Width OTHER AREA: Length Width Height Sq. Ft. Height Sq. Ft. Height Sq. Ft. APPLICANT � %� ST►' Vla %1 Tel # 6 UZ5 10 � Date - Z-7- 0-6 VALUATION Sq. Ft. I x $ • 3 Cost/Sq. Ft. = Valuation $ �p �•�� Sq. R. x $ Cost/Sq. R. = Valuation Sq. Ft. x $ Cost/Sq. R. = Valuation $ ) TOTAL VALUE Building Use 4S 4MConstruction Type?nit Occupancy Group �3 Air Conditioning []Yes ONo Fre Protection Provided Yes []No Performance Bond Amount $ See Reverse for Schedule Received []Yes []No PERMIT FEES Permit Fee $b See Fee Schedule on Reverse Side Plan Check $ Q 65% of Building Permit Fee Fire Surcharge tq.001 x Permit Valuation (1/10th %) State Surcharge $ q-7• $.50/$1,000 Valuation (See Sched. for > $1 Million) SAC Charge $ n=• bO $1450 per SAC Unit (Plans to MWCC for determination) Erosion Control $ 450.00 $450.00 Conservation Plan Review Park Fee $ 1 2000. DO Fee Determined By Engineering Spec. Assessments $ 0 __ Agreement Necessary [] Not Necessary Curb Cut Escrow $ I Z0.0 0 .5 ( _ feet x Jfoot TOTAL $ a q D m • o3 ATTACH STIPULATIONS 0 City of Fridley ' 6431 University Ave. NE Fridley, NIN 554324383 763-571-3450 12 -May -05 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: 14-30-24-34-0006 6151 UNIVERSITY AVE Lot:, Block:, 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 Proiect Number Project Description Type (Yrs) Date Amount Rate Balance Principal Interest 6000-2004-00 002004 Street Improvemc6400 10 10/04/2004 $11,838.44 6.50% $0.00 $0.00 $0.00 Amount Certified to Anoka County Auditor for Current Year Taxes Is: $0.00 PENDING SPECIAL ASSESSMENTS For the purposes of this document, the City of Fridley has determined that an assessment is considered pending after the City Council passes a resolution ordering the improvement, the approval of plans and the advertising for bids. This is prior to the City Council adopting the final assessment roll. If you seek further information, you should do so upon your own independent inquiry. Any amount given as to pending assessments is informational only and may or may not be the amount ultimately assessed. Term Initial Interest Estimated Project Number Proiect Description (Yrs) Year Rate Pending Amt. NONE MISCELLANEOUS FEES Description Status Date Fee Amt. NONE UTILITY CHARGES You shall be responsible to verify the status of any outstanding utility charges. To check utility charges ( water and sewer) contact Fridley Utility Billing Department at 763-572-3529. The records referred to above are public and may be inspected by anyone during regular business hours. The search of these records was made by the undersigned as a public service on request. The undersigned certifies that the above indicated searches were made and are believed to be accurate, however, the undersigned or the City of Fridley does not insure the accuracy of the above statements and does not assume liability for errors and/or omissions. The above figures are good through November 15, 20 Date Prepared: Thursday, May 12, 2005 By Page 1 of 1 CITY OF FRIDLEY 6431 University Ave NE R-3/COMMERCIAL/INDUSTRI4.L/PUBLIC/INSrr=ONAL Fridley, MN 155432 BUILDING PERMIT APPLICATION (763) 572-3604 FAX (763) 571-1287 LF Z�, l21 ?.g, 0132, l� 13l� ltl �k0 bjq q, l !q$', Le l SZi 415�, Lcl1a0,1C1 u q, CONSTRUCTION ADDRESS 2, tt I? �, U I Yl, (t l S! . N !✓ Zoning Legal we,, Li A,6 k 6 Nark Owner & Tel# ( ) CONTRACTOR & ADDRESS r1 Q.dl U V LBYI soy- .yw Tel# (le"J f!) U-5 -1105 55 I LW- KLU011 blvd- sf BLIJ, /Af 55101 Architect tT`lA" %GUMC ✓ Reg.# Engineer Sk✓e ��e tl�ner� Reg.# c53�5 BUILDING CONSTRUCTION TYPE OF WORK New [] Addition [] Alteration -Describe OFC. AREA: Length Width Height Sq. Ft. WHSE AREA: Length Width Height Sq. Ft. OTHER AREA: Length Width Height Sq. Ft. APPLICANT V STS 1� C�I a 1� Tel # � 51 Ub n 5 Date VALUATION Sq. Ft. 17�f 7� x $ ' 3 ?J Cost/Sq. Ft. = Valuation $ �9 ' �Q•0 Sq. Ft. x $ Cost/Sq. Ft. = Valuation Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ ) TOTAL VALUE Building Use h� tJ.�1't.i1 Q.Q Construction Type PYt�i Occupancy Group Air Conditioning []Yes ONo Fire Protection Provided AYes []No Performance Bond Amount $, See Reverse for Schedule Received QYes []No PERMIT FEES Permit Fee .--7� H° 757gee Fee Schedule on Reverse Side Plan Check $ ' ' b8 R 's q 65% of Building Permit Fee Fire Surcharge $ 14.3 i .001 x Permit Valuation (1/10th %) State Surcharge $ 7i $.50/$1,000 Valuation (See Sched. for > $1 Million) SAC Charge $J3,20T%kb $1450 per SAC Unit (Plans to MWCC for determination) Erosion Control $ i," �. 00 $450.00 Conservation Plan Review Park Fee $_ Q-0-0 ,:jQ0Fee Determined By Engineering Spec. Assessments $ Agreement Necessary [] Not Necessary Curb Cut Escrow $_ XPOt 6C) feet x _Jfoot TOTAL $, S CY3 9 0 9-0 ATTACH STIPULATIONS CITY OF FRIDLEY 6431 University Ave NE R-3/COMMERCIAL/INDUSTRIAL/PUBLIC/INSRTUTIONAL Fridley, MN 55432 BUILDING PERMIT APPLICATION (763)572-3604 FAX(763)571-1287 • E4)UTA0132,L,131 flel40 1:¢Iq�4,l 14%)leI5Z, 4151)(�I�o,�l!��f, CONSTRUCTION ADDRESS '5:1217 e, !p I 90,U II Ski SI-, N2 Zoning Legal ,Is PlaCC. L+�be6Narh Owner & Address !me0 sinlik &Nb �)fi Sud[.. U0 Tel# ( ) CONTRACTOR & ADDRESSV1" V W S1Ylt:WBYI Tel# 35 .ask- WC011 vd. 5f: -FF0Hkf 55/ 01 Architect �Li`l� IU' ✓ Reg.# Z-40 Engineer �k ✓f- Ft is LYVI- Reg.# BUILDING CONSTRUCTION TYPE OF WORK New [] Addition [] Alteration -Describe OFC. AREA: Length Width WHSE AREA: Length Width Height Sq. Ft. Height Sq. Ft. • OTHER AREA: Length Width Height Sq. Ft. APPLICANT i6,10,,,W V W nS4Gtt o h Tel # (c 51 1,Z5 I W5 5 Date - Z7" 0.5 VALUATION Sq. Ft..x $ 3 ?J Cost/Sq. Ft. = Valuation $ 1% W. • Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ ) _ $ Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ ) TOTAL VALUE Building Use I�Si i R� Construction TypeJ61 ( WOccupancy Group K.?J Air Conditioning []Yes ONo Fr Protection Provided Yes []No Performance Bond Amount $, ' if See Reverse for Schedule Received []Yes []No PERMIT FEES i Permit Fee lee Fee Schedule on Reverse Side Plan Check s,43"78. 7-p1 65% of Building Permit Fee Fre Surcharge $ ®1 . t 3 .001 x Permit Valuation (1/10th %) State Surcharge $ $.50/$1,000 Valuation (See Sched. for > $1 Million) SAC Charge $15,XPr yN $1450 per SAC Unit (Plans to MWCC for determination) Erosion Control $ 1 �-O°0® $450.00 Conservation Plan Review Park Fee $_ N QOO 0 ® e Determined By Engineering Spec. Assessments $ Agreement Necessary [] Not Necessary Curb Cut Escrow $_ ;7,�0, 60 feet x foot TOTAL $ TLI `. • ATTACH STIPULATIONS KNOW ALL NEN By THESE PRESENTS: That The Church of Saint William of Fridley. Minnesota, a Minnesota corporothm owner and propr of like following described property situated in the County of Anoka. State of Minnesota. to. WiL Lots 2-29, hrdusive. is Black 2.Norwood Addition to Friday perk. samcling to tiro duly recorded plat thereat AND - ' .t9 That part of vacated 51th Ave. (rtow known as 4th Street). dedicated in the plot of 'Norwood Addition to Fridley parka lying' between the Westerly extension of the south One of Lot 16. Block 2. said pial. and the Westerly ext",, n of the south One err Lot 34 Block 2. said that. Allo fiat pert of the vacated alley kit 8101* 2. 'Norwood Addition to Fridley pork'. !grog between the Westerly extension of the south ifne of Lot t, Bloc* 2 and the westerly mrtenman of the south One of Lot 13` said Buck 2. AND Lot 5. Audtor s Subdivision Number 59. Anoka County, Minnesota: EXCEPT The -South 180 feet of• the West 183 feet of the Southeast Quarter of the Southwest Quarter of Section 14. Township 30. Range 24. AND EXCEPT That part of the Southeast Quarter of the Southwest Quarter of Seathm '14. Township 30. Range 24. described as Commencing at the Southwest comer theraaP thence North dong the West. One of said southeast Quarter of the Southwest Quarter 3O feet: theme East pa►vOei with the South One of said Southeast Quarter of the Sootheest Quarter 127:22 feet: -thence Northeasterly am a tangential curve to the left havb % a room of 20 het a d dcnw of •31.22 fart thence North tangent to the lost described cue 100.98 feet thence Northwastaly an a tcngmttd curve to lite left having a radius of 45 feet a distance of 31.99 fart to the North One of the Scuth .180 feet of sold Southeast Quarter of the Southwest Quarter. sold. point being the actual point of beginning of the tract to be describes thence continuing Northwesterly along the last described cove a distance or 16.7 feet; thence Northeasterly tangent to the lost described curve 56.94 feet thence Northwesterly an a tengenital curve to the right having. a radius of 175 feet a distance of 53.71 feet to its intersectkm with a line parallel with and 30 feet East of the West line -of said Southeast Quarter of the Southwest Quarter: thence South Wong said tine parallel with and 30 feat East of the West line of said Southeast Quarter of the Southwest Quarter to the North One of the South 180 feet of said Southeast Quarter of the Southwest Quarter: thence East along the North the of sold South 180 feet to the actual point of beg* mid% being a part of Lot 4 Auditor's Subdivision -Number 59. Anoka County. Minnesota. AND -EXCEPT That part of the Southeast Quarter of the Southwest Quarter of Section 14. Township 30. Range 24 described as _cmnmanckng at the Southwest earner thereof: thence North along the West One of said Southeast Quarter of the Southwest Quarter 30 feet: thence East parallel viith the South line of sad Southeast Quarter of the Southwest 'Quarter 127.22 feet: thence Northeasterly an a• tangential curve to the left having o radius of 20 feet a distance of 31.22 feet thence North tangent to the last. desc: ad curve a distance of 100.98 fart; thence Northwesterly on o to 99-11410 curve to'the left ,having a radius of 43 feet a ditme of 48.69 feet: thence Northwestety tangent to the last •descrihad curve 36,94 feet- thence Northwesterly an. a• tangentlal curve to the right- having o radius of 173 feat 0 distance of 33.71' feet tui the 'East the of the West 30 feet of said Southeast Quadw of the Southwest Quarter said .pant of hterwatfo n bdnq the actual paint of boom" of the treat to be d thence conthuiing -Northwesterly along the last described curve having a modus of 175 fest a distance of 23 feet to the East the of U30 West 18 feet of said Southeast Quarter of the Southwest Ouster, thence South along said - East ane of tha West 15 feet of the Southeast Quarter of the Southwest Quarter to the Neth line of the South 180 feat of said Southeast Quarter of the Southwest Quarter, thence East along said North line of the South 180 feet of the Southeast Quarter of 'the Southwest Quarter 18 fart to the East line of the West 30 feet of said Southeast Quarter of the Southwest Quarter, -thence North along the East line of the West 30 feet of sold Southeast Quarter of the Southwest Quarter to tone actual point of beginning. being part of Lot 5. Auditors Subdivision Number 59, Anoka County. Minnesota. 0 0 CITY OF FRIDLEY INSPECTIONS DIVISION 6431 University Avenue NE, Fridley, MN 55432 CONTRACTOR LICENSE (763) 572-3604/ Fax 763-502-4977 LICENSE TERM: May 1, 2005 to April 30, 2006 • ❑ Blacktopping ❑ Chimney Sweep ❑ Excavating ❑ Gas Services ❑ Electrical ❑ Residential Contractor ❑ Commercial or Specialty ❑ Heating ❑ Masonry ❑ Oil Services LGL l.Vl\ i XXM%11 ViW ❑ Mobile Home Installer ❑ Moving ❑ Plastering ❑ Roofing ❑ Sign Erector ❑ Wrecking ❑ Plumbing ❑ Well Driver TO THE HONORABLE CITY COUNCIL: I herewith submit an application for license to perform construction within the City of Fridley in accordance with the City Code of said City regulating the same. I am over twenty-one years of age. Submitted herewith is a Certificate of Insurance evidencing the holding of Public Liability Insurance in the limits of $50,000 per person, $100,000 per accident for bodily injury and $25,000 for property damage, and Wonders Compensation as required by Minnesota Statute 176.182. ATTACHED ARE COPIES! OF CERTIFICATES OF INSURANCE FOR LIABILITY AND WORKERS COMPENSATION Name of Liability Insurance 0 ompany Clw�k-�' 0 I�C.� e�'1 • Name of CompAny to be Licensed/Registered Liability Insurance Policy NutOber Policy Term Name of Contract Person (First/Last Name) Name of Workers Comp. Ins ce Company WC Policy Number Policy Term * Minnesota License # * ATTACH COPY OF STATE LICENSE it For Office Use Only: ,351 �Mf K,e. av 61 vd. Address of Company cel . poud I H f �( 551 D1 City/State/Zip + 4 digits I -1105 / 161-4Z-1100 Business Telephone usiness Fax FILL IN REVERSE SIDE OF FORM # License# Council Form State of Minnesota SP:C1 " License Applicant Information Under Minnesota law (M.S. 270.72), the agency issuing you this license is required to provide the Minnesota Commissioner of Revenue your Minnesota business tax identification number and the Social Security number 1Weach license applicant. Under the Minnesota Government Data Practices Act and the Federal Privacy Act of 1974, we must advise you that: • This information may be used to deny the issuance, renewal or transfer of your license if you owe the Minnesota Department of Revenue delinquent taxes, penalties, or interest; • The Licensing agency will supply it only to the Minnesota Department of Revenue. However, under the Federal Exchange of Information Act, the Department of Revenue is allowed to supply the information to the Internal Revenue Service; • Failing to supply this information may jeopardize or delay the issuance of your license or processing your renewal application. Please fill in the following information and return this form along with your application to the agency issuing the license. Do not return this form to the Department of Revenue. Personal information: Proof of Workers Compensation Insurance Coverage Minnesota Statute Section 176.1.82 requires every state and local licensing agency to withhold the issuance or renewal of a license or permit to operate a business or engage in an activity in Minnesota until the applicant presents acceptable evidence of compliance with the workers' compensation insurance coverage requirement of MSS Chapter 176. The information required is: The name of the insurance company, the policy number, and dates of coverage or the permit to self -insure. This information will be collected by the licensing agency and retained in their files. This information is required by law, and licenses and permits to operate a business may not be issued or Wsewed if it is not provided and/or is falsely reported. Furthermore, if this information is not provided and/or ely' reported, it may result in a $2,000 penalty assessed against the applicant by the Commissioner of the Department of Labor and Industry. Provide the information specified above in the spaced provided, or certify the precise reason your business is excluded from compliance with the insurance coverage requirement for workers' compensation. ❑ I am not required}to have workers' compensation liability coverage because: 0 I have no employees covered by the law. I am self insured (include permit to self -insure) [ ° I have no employees who are covered by the workers' compensation law (these include: Spouse, Parents, Children and certain farm employees) Applicant's last name First name I Middle name Date of birth Social Security number Applicant's address City state Zip Code T I V lofis-kiktl�er7 Business name Business address City State Zip Code rl 40 1,- Minjefota taxi on nu et eral tax identification numbe r w t 'P(Olc1� kwa�✓ 4'zo' DATE: 03/01/05 TIME: 12:10 TO: Santa R 6512242707 952 593 8733 PAGE! 002-nn3 CERTIFICATE OF LIABILITY INSURANCE DATE (MMMDfYYYY) 09/24/2004 PRODUCER (952) S4S-1230 FAX (9S2)S93-8733 American Agency Inc 5851 Cedar Lake Road P 0 Box 16527 Minneapolis, INN 55416-OS27 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED Flannery Construction Inc 351 E Kellogg Blvd St Paul, MN S 5101 INSURER A. General Casualty INSURER 8* American Insurance Co 21857 INSURER C: INSURER D: INSURER E I'nVC0APCC THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MSRS' LTR INCTE TYPE OF INSURANCE POLICY NUMBER POLICYEFFECTIVE (MWDDN'il PODATE LICYEXPIRATION IMMIDOM5 LIMITS GENERAL LIABILITY CCI0323061 09/25/2004 09/25/2005 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,000 CLAIMS MADE a OCCUR MED EXP (Ary one person) $ 5 , OO A PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2, ON, 00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY T P� LOC AUTOMOBILE X LIABILITY ANY AUTO CRA0323061 09/25/2004 09/25/2005 COMBINED SINGLE LIMIT $ (Ea accident) 1, 000 , OO A X X ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS N04ONNED AUTOS 80DILYINJURY $ (Per person) BODILY INJURY $ (Per eccident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO AUTO ONLY AGG $ EXCESSIUMBRELLALIABILITY XYM76423425 09/25/2004 09/25/2005 EACH OCCURRENCE $ 10,000,00 X OCCUR CLAIMS MADE AGGREGATE $ 10, 000,00 B $ $ DEDUCTIBLE X RETENTION $ 10,000$ A WORKERS COMPENSATION AND EMPLOYERS' LIABWTY ANY PROPRIETORIPARTNERIEXECUTTVE OFFICER(MEMBEREXCLUDED? CWC0323061 09/25/2004 09/25/2005 X I TORYLIAMI S ER E.L. EACH ACCIDENT $ SOO, OO E.L. DISEASE -EA EMPLOYEE $ SOO,OO Us, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMB $ SOO, 000 OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS! VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENTI SPECIAL PROVISIONS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRTREN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. FOR INFORMATION ONLY AUTHORIZED REPRESENTATIVE lKelly Never mann KKN ACORD 25 (2001108) SACORD CORPORATION 1988 Stipulations Continued 5. Any explosives used must be done so in accordance with Chapter 212, subsections 212.07.5A, .5B, .5C, .5Ie and .5F. of the Fridley City Code and any other applicable standards, e.g. Federal, State, Industrial, etc. 6. At the end of each season's operations and no later than the last day of December each year, the site is to be left in a neat and orderly condition, with maximum slopes of 2:1 with no overhang or vertical banks and with a level bottom. 7. On the Friday of each work week, or when required by the City, material from this operation that is found to exist on City streets shall be cleaned to the City's satisfaction by the applicant. 8. Upon completion of land alteration operations, the land must be left according to the plans and contours submitted with this application and planted with suitable vegetation to prevent erosion. 9. Upon completion of land alteration operations or expiration of this permit, an inspection will be made by the City of the premises and adjoining streets. Any damage found to have been caused by these operations will be corrected by the applicant upon notification by the City. tl IVIU, . t4i, -+HcanV4 Signature Property Owner's Signature Property Owner's Signature Date: qjvbb Date: Date: FOR CITY USE ONLY Recommended for Approval By: Date: Approved By: Date: PERMIT EXPIRATION DATE: �J 0 C/jwvv 61<1g, visa JAN=16-2006(MON) 14:20 I —Z7-- ----------- m i s L, � ya ung N ,r m- I i z i ,m y A � In j e----- - g mon N S �y p�mr1 N + "op11p�f1 00 n��,� m 000Da wmrrpyox 00000v Ci� oa+ A� MEMO r NR0S4 O SSS�3dd O W 0 age A !4 N O � . �� �16»•7 lH'� A ps co FoTf j 0 � " F1 N O O O S W M �_AnyNhyv ...+-4.4 tiVVV � NN rMa ~IV RutIVNN V ---------- V r--r,n ,n Q 0/060'im V V O'6G��0.10� V V V V P3 �.i�+irr' arwa,olarnmm —Z7-- ----------- m i s L, � ya ung N ,r m- I i z i ,m y A � In j e----- - g mon N S �y p�mr1 N + "op11p�f1 me n��,� m 000Da wmrrpyox plc Ci� r NR0S4 O SSS�3dd O W 0 age A !4 N O � . �� �16»•7 lH'� H1 w Q FoTf j 0 � " F1 N ? JS 0 '+ ox Cxx m��r lA y W' P w � 6 r T D m9 i me �m� plc Ci� age A U§9 PRE oyT mm. ��� �mv 25�T�s Vil y N SF cn R -QM q v u Q y o en lam-• ~m p T Q 7 / t4. 03COD ti iu C �)� I I _ m to . � -:• N 3650 KENNEBEC DRIVE, SUITE 1 EAGAN, MN 55122 PHONE (651)452-2775 FAX (651)452-7393 To: Qt l- From: Ld.-Va?'c+ w Fax:(C? �% f 1112] Pages:- - — — - Phone: �j,, - _ Date: OES ❑ Urgent 19, For Review ❑ Please comment ❑ Please Reply COMMENTS: This information is confidential and is for the use of the intended recipient only. Any improper use of this information is strictly prohibited. If you have received this fax in error, please reply to the sender immediately and destroy thi$ communication. tr00! 100 'd 90:9L Gni) 9002-Z l -W ki DATE: January 17, 2006 TO: Kevin City of Fridley SUBJECT: Brandes Place Furnace performance FROM: Mike 'Wright Please review the following: A L L I A N T MECHANICAL 1. The gags furnaces are performing within the certified temperature rise range as specified by the manufacturer 2. The gas furnaces arc performing within the air delivery specifications 3. The design Cf -M is 600 CFM for the smaller units and 800 CFM for the larger units Thank you Mike 3650 Kennebec Drive, Suite 1, Lagan, MN 55122, Telephone: 651-452-2775, Fax: 651-452-2775 V00200 'd 90:9[ Gni) 900 -L l-NVr Im 1 —11- 460 385 090 740 635 4170 75 3130 935 750 850 t3 0 1185 935 No ago 1110 20 880 ism 1540 1405 1270 1230 1890 1660 1305 1185 0 1710 1580 1390 1230 RIM .-I _ 90 :9 i mi) 9002-z �—IU'b'r AIR DELIVERY—CFM (With Filter)* UNIT SIZE R>S URN7r SUPPtY EXTERNAL STATM PRESSURE n n - SPEED p,i 02 0.3 a4 0.5 D.8 0 0.7 1 side High 024040 or Madlow 1075 894 1040 IraS 945 895 844 760 bottom low 740 700 650 � 6865: 515 Sao 1 Ode H19h Mod- !gh 1415 1215 455 078040 bottom Med-Lvw 131$ 1125 1280 1110 1235 1180 1115 1120 1�5 989 Low 930 925 i08S �0 1045 990 915 830 1 side 024060 Ftrgfl Med•Low 11no 1065 1005 945 834 770 705 b08Qom Low 7a�5 7 810 670 7 705 BOB $40 540 1 a e g�1h1 12 Q 765 585 506 425 030060 bottom MttHtl�•High M 1815 12� 1895 1215 11gp 110 1135 035 1$20 tato 950 LOW 015 180 5 1015 885 975 850 1 pee High Mod 1 1680 840 1545 800 720 0480{30 bottom -High M LOW 1500 14gg 1� 135S 1450 1380 1250 1� 1`70 1 1170 190 111385 60 ass 0.18080 1 Side or MOtl�h h 1399 1470 f350 1405 1330 1246 1035 1160 990 f1)69 Med•Low 1040 1020 1300 130 1225 10G5 1155 1080 985 Low 1030 890 1 side or 049080 H►pn 1750 1685 1635 1355 1525 00770 705 bottom Med•1it� Low 1310 1290 1+t1)'' 1305 1125 1255755 0 11185r 1135 1105 10� 11040 995 1095 905. 1040 1 side or High Med '� 1 0 2100 2175 2025 2095 1925 1820 1820 910 1735 bottom QM0 M� Low •1815 1760 1945 t 1 185 1700 ism both sides 1560 1555 1515 1460145.5 1550 139D 1480 1340 or 1 aide and Wigh Med-Hi h 9 2360 1985 90 t 9Z5 2134 209' 1900 t bottom 1870 1830 1760 1710 197 0 n 048100 1 or Ht'�h MDA T figh 1500 170$ 1471) 11 � 1015 1670 1500 1425 bottom M l�oWcw 1375 13400 1270 1235 12W 11$5 1165 1130 1100 11330 240 ID70 1144 1 setle or Hghd-R Mod-�Ilr�h 2250 2020 2175 1950 020 1030 1760 060100 tmttom Med•Lowlow LOW 14� 4951360 1 in 179 Q 1 0 1540 both aides or 14$0 1380 1340 14$0 9 side and gg MoHdlHhgh 2280 1960 2315 1940 2265 1 920 2200 2130 2055 19115 bottom 1900 1850 1900 1740 bottom High Mod -Hi 2960 2100 2250 2415 2160 1956 2070 2004 1889 1790 only Med-LOW Low 1770 1675 1875 1820 1810 1575 1515 060120 both sides or 1545 15200 1485 1415 1365 1325 1450 1265 1 side and bottom Me" 2� 2260 Mas 1950 1950 2220 1905 2130 20$0 1965 1835. 1790 1725 1 side only Hi h Med Hlgn 222 1985 2190 1930 2115 1890 2045 17800 1 200 High1 2286 2210 2140 1840 2085 164H5 bottom Only Mod. 1970 1920 mos. 1990 1730 1830 1880 142028 84 1475 45 1620 1430 1590 1400 1550 120 1450 060140 both sides or Hi h 2310 2255 2185 370 1275 1 redo and Mod-Higi1 1975 1945 low 2120 1860 VMS 1965 1880 1835 1775 1720 leldaonly ��qq Mo 2140 1930 ?8�5D0 imp 1740 '11876 1� 15$0 # •Airflow shown i, for bottom only return-Wr supply with faotory-aupppad 1 -In. wachabis • For air de#wry Above 1800 CFM, see Air Delivery filters). table for oftr options, • An airflow reduction of up to 7% may occur • For best fumaca efficiency when when ueing the, 4 5fI64nCh using the factory -specified 4 5/16 -inch wide,111gh of fancy media fihar. wide madia f0tor, adku st the blower speod tap to • For horizontal and downflow applications, •1 near the m1d•point of the rise range. use side or bottom, or'twttom only* as an airflow retetenoe_ —11- 460 385 090 740 635 4170 75 3130 935 750 850 t3 0 1185 935 No ago 1110 20 880 ism 1540 1405 1270 1230 1890 1660 1305 1185 0 1710 1580 1390 1230 RIM .-I _ 90 :9 i mi) 9002-z �—IU'b'r nolce an page 5o 90:91 (3ni)900Z—Z1—Mdr ' SCI' ,foists are manufactured with+ 11/2'° round peffordted Wwciwutn in the web at 2Mr=irnatety 12" on center ckwwmftm ager . Any w box Now sate .� 1° 1" 24" z-0" r -e• 2'-11' 3'•4• 3,4r 8" x 1t3" 2'-1" 12 T-1' 1'-9 T -S 3'-1' 3'-8' 4%w 4'-" yr w -T 18 11-0" 18 4'-2" 4=T' 94r w4r 8=S" 3'-3' 4'-1" 94" V -S" 5'-1tr V4r r -W V-9- r -r 20 /=91" 3-0' 4-1" 3'-i" 9'•3!' y4r T-3' 8'4" S'-4• 1,4r 1'•1" 1' 2' 2 T 3' 3° 3°-9" 'r 3' S-1' Any w box Now sate .� 91W I 11r1e" e' x 14' 9' x /e" e" x 12" e• x 13' 14" 9" x 1s' 10" x Is* 8" x 1t3" 2'-1" 741" 2-10" 7•2" 3'-8" 12 1'-0" 1'-1" 1=2" 1=r 1'r 1'-10' 2'-1" r4r 3'81" 3'-2' 3'9" 4'-3' 4'-9" F -C 18 11-0" 1'-1' T 2" 1'-5" 2'-2' r4" T-10" T-7" 4'-2" 4=T' 94r w4r 8=S" 7=1" 20 1'-0" T-1" V-2" V-9- r -r 3':1" 3'-T' ANT 8'-3" 5.4' r-3" T-1" 8'-0" $'-Ur 24 1,4r 1'•1" 1' 2' 2 T 3' 3° 3°-9" 'r 3' S-1' 0'-3" F 5' T-0" 8'4f° g'-7°' N select a tabb raw based an plat depth and the actual jaist span rounded up to the nearest table span. scan across the rout to the column headed by dt appfopeiate round hale di8rneter or recter- guter We aide. Use the bnge8t aide of a reclanguter bole. The We value is the C that to Centerline of She hob may be b the Crmteritnne of the nearest • The eros vmb may be Cut Cut. 00 NOT Cud the Bargm rdm apply to eNher afrIve e' MAP'S Olds in repsddve member cmuMfons. • For muNple twkW Nte emourd of uncut web between twee nvm vc; w at beat twice to diameter (or longest 81416) of tine largest hale. • HOm may be paaioned vertically anywhere in the Ymh. The jalst may be Bet valh dna i nfi• knockout roles turned either up of down. f w�-.y r• - 'ih,6�r, a� , e Rctan ula.r,Ho°fes tn, EiC! Jousts Single Span Joist rx,seraroe MIM weh+f rrrpett tell Q —shut Coen,bau e� � NOW: AddMwW hobs may be cul in ft web provided dray meet the epedticadon6 as shay In :ho WIP d dance anent alwwn abCve of as 000ved uabxl 8r CX.rr ailing Inihmm. I Depth box Now sate .� 91W I 11r1e" e' x 14' 9' x /e" e" x 12" e• x 13' 14" 9" x 1s' 10" x Is* 8" x 1t3" 18' 11' x 16' t2• x te` 10• x 14' Larger holes may be poselbie for either Single or Mtrllple span joists; use SC CALCe sizing -dtware Por spedtic analyals. A A 7 -------------- I c 9. — — — — — — — — — — fa (-;t VL --------- - r st— — — — — — — — — — — — - - Z51 >1 0 0"18 �--J L Cf. I — ------------- — Iz low) LOW .......... 3 00 Zoo s X.1 S r WWW ,mi at wd Ammg ox a -- )m xm fA I !A'IOi L— — — — — — — — — — LL I Kz� 4, - J Page 1 of 1 Julkowski, Ron From: Stacy Pietrzak[spietrzak@flanneryconstruction.com] Sent: Tuesday, December 27, 2005 8:45 AM To: Julkowski, Ron Subject: Brandes Place Ron, The occupancies for 6124 and 6152 5th Street NE will occur on January 31, 2006 or later. The landscaping, second layer of asphalt, permanent handicap parking signs, exterior paint and curb at the drive entrance will be completed in the spring of 2006. Please let me know if you have any questions. Stacy Glovka Project Manager Flannery Construction 12/27/2005 Page 1 of 1 Julkowski, Ron From: Stacy Pietrzak[spietrzak@flanneryconstruction.com] Sent: Tuesday, December 27, 2005 8:45 AM To: Julkowski, Ron Subject: Brandes Place Ron, The occupancies for 6124 and 6152 5th Street NE will occur on January 31, 2006 or later. The landscaping, second layer of asphalt, permanent handicap parking signs, exterior paint and curb at the drive entrance will be completed in the spring of 2006. Please let me know if you have any questions. Stacy Glovka Project Manager Flannery Construction 12/27/2005 1375 A Anthony Avenue Phone: (651) 225-1105 St. ,Paul, MN 55104 Fax: (651) 225-1100 December 29, 2005 City of Fridley Ron Julkowski 6431 University Avenue NE Fridley, MN 55432-0384 RE: Brandes Place Ron, Buildings 1 and 2 (6124, 6128, 6132, 6136, 6140k, 6144, 6148, and 6152 a Street NE) at Brandes Place in Fridley, MN will not be occupied until all units have been completed and certificates of occupancy have been issued by the city of Fridley. Please contact me if you have any questions. Thanks, j b6k' Stacy ka Project Manager www.fdamwryconstrucd on- com An Affirmadve Acdon&qual Oppdrtunity Employer DEC.29.2005 3:12PM NO. 662 P. 1/2 3.51 East Kellogg Boulevard ,Fac: ' 651) 225-1100 St. Paul, MN 55101 DATE: December 29, 2005 TO: Ron Julkowski FAX 763-571-1287 PAGES: 2 FROM: Stacy Glovka RE: Brandes Place Single Family December 28, 2005 Brandes Place Limited Partnership 651 East Kellogg Blvd. St. Paul, MN 55102 Re: Final Inspection 6124 - 5t' Street Dear Sir: A final inspection was conducted on December 30, 2005 for the completion of the dwelling at the above address. The inspection noted that the construction was completed according to the approved plan. If you have any questions concerning this matter, please feel free to contact me at 763- 572-3603. rely, DAV�J NSEN Buil Inspector DJ/mh ' au GLI vs 16164%.ws v Basset Creek Budnm Center 901 North aid Street Sults 100 MWme2pcl% MN 55401 812-827-7825 volt 612-827-M fax memorandum to: Flannery Construction, Ino. Attn: Joel 351 Kelfagg Blvd E. St. Paul, MN 55101 tax (763) 422 - 8772 from.. Stophanie Young e -mat staphante®m2 mecdonald.com date. December 13.200.5 project: Brandes Place — Si VdIlam profit it: 05088 pagm 1 regarding: Roof Truss Repair K.1 -M Per our meeting yesterday at the she, rd lice to summarize the changes necessary to properly support the mods w root trusses. Two trusses were modified by the Cuss supplier (see attached detailing) to Incorporate an Interior bearing support at a 2 x 4 stud wall. Modification of the treses was In progress during my visit and appeared to be progressing properly. At The location where the two trusses cross the interior stud wall, a minimum of 3 studs will be n xgAred to provide adequate support for the trusses. In one case, 3 new studs should be Inserted Pito the wall framing. At the other location, the 3 studs already exist, but due to gaps between the studs, they may not act together as necessary. I recommended spacers be Inserted in the gap (spaced at 12° to 16" c.c.). The studs should then be anchored together, though the spacers whenever possible. At the west exterior wall (end of the shorter span of the trusses), an additioonal hurricane c:ltp should be installed (2 per truss minimum) to prevent the potential uplift condition -created by certain loading conditions. The a cQncr to stab on grade li�,adsquste to support the anticipated loading from .the new built-up stud posts, so no additional foundation woWis neceSSary. Please contact me should you have questions or require additional information. Stephanie J. Young Minnesota PE — 21520 (memo50M) RoarkKramer4(oso,wsici. �� DE-SPGN -WHNAin 2829 Far.i : wn& S Mu a 55408 822 4260 '�bl- \,—,DEC 12 2005 �Ivj { •saaen3� qtr au,w O/O A IV S'IiV X X »LEL' AO SMOa (Z) QNV LZViNOD 3MO 00"d %00t HllM NMOHS SV H1. d O 83M HLOG CLL SN1HkVV *48 a31VIJ VdV SWVC AM X X HOViJ-V A IV SIIVN at X AW 210 SMOY (Zi ONV lOV1NOO 3MS OOVW %OOL H11M NMOHS SV SSf QLL 3HL =10 am ONTO 01 ids 7m i X E HOd1LV �►�\ -LLluf wmpm4mswopimpIRISt9 S441 a S%�N �aR+�47�+lOW�WY�LLIa ri�AA/"P�L i {A(S 74am.wwnta<gd(tt;LW es�7v0id� ;;�M Am ma m�uoenou aow •eg v+as+ uMA� �d om �.!�3 PSP uoeo u9 �» au fs :t uPb+D�tfw tw+osp�w eD s hmg:R AARON*wos*�Je dO'sa10a1 t.+l a 88t39ttY � p1 IV mo alift Mm0!i �rv�O�etPwev�owaa•w�Drol•pimo►wlAtt #fit k+ o M.1 ms pa talon ouppieft P repos as L►'c�CtsfL90H'�c4£bYkOQ�rLL't'f£1A0�LL�91-�Yt�L�roC4 LV718B1+►WLLIr i8aL8�9LS B®iM etsassr�rLL�cszf2t�a-zt'¢s�►e=st�'Lst•Lsez�s=eLSLo�•t�-9L at►o�� +orr�l4Hi 11Z t -t 'Lea�ri� 'aaLieea•at 'LmtE••rm bLYeneaz�as �vizatc�+'t w- t°� �t '�'�"'~"� t9w�aPbdYB�LtY9�P>�1LLpisfl�Mii SMgM 19�P�t�tL�Ff�Wi t0£o3dl�OtSOAA LL%C*VHO-.Lk (EWMW QMO 14-1•AK nain 1wwdg Zslf3d99xzLtB�oM3d8sxttti K"O*-Y t i0-L1L som .:aom,%r da*xz Sam 4m000L�OP P P 1 B ►toB xrl mt*wtxz CHONDAM ►pmift rs xyma-w"Japow-L9 Gwmd*L o CRN=dmL anBtBn tBD9Lav Y► pu 6L Btv t'up-H 0FC0 WA SM � 0104 M wlfi*L HOMN Oso QU-C rt$489V- ftt)MDt 00'0 = st'L Oman" l VOL I= I mlift OEM on ow YL�L 9m (TOP R E9O M 'W'4 �1 OnY 7m - cum BeaLvw Wt ow - lbW el 'tM no Daz BI ovda ("ONItan EFFN -4 .mew mM Amo =ram" c®w ZL imor 1V Hasse cow ONV S 01;ON1OVdS 3MM40 Ol 7A1Vd3a trs•t s," OV" t►t-z s 9" crew W& t -s rt s -Y-/-L zrs-&]L "-I" IP L � 1lOtNtfYJ tti ip� tt0 esAlw+u mny aw' � 05 11:13 FAX 507 872 5185 UNIVERSAL FOREST PRODUCT 003/003 bra• e1�1as, 1,7m 1 1 +s aulataaauaw.ma.teo�aos t —27IgA 17.441 18.11-8 180 oaaaee-r y� ATTACH T/W 24HO APA RATED SHEATHING TO ONE SORE OF THE TRUSS AS SHOWN MM 100% PL406 GLUE CONTACT AND (i) ROWS 0F.000 X r NAILS AT r CIG WTO ALL AADS. - LCA WM Q" a►ac" Z" TM 4a0 Plotas buxom* Ms Tcat 10.0 Ltas4ar bona 1.15 BM 00 9111MAW M sC�t 1ao caws reomms LWOM TOPCMM 2X4iFF*l 84'TChVM 2X4WFN0.2 VAM 2XOiPFt" MUM 2X4aPFND.3 IQ*,JtMWM tom) WTeORM PLA70 GW � tuwOLy •0 W twin Lau r* 120 IMF" A06 80 ON 90 go a'm F F1ar41t,1 0.01 ' 7s ift na Vidq* 218lb aRUM TOPC"MW 8lydrdar&"avgQI L oaaap mdaanrat wre"M amaBYqdiawappla0ar"0gs6teoft, Ip"f80 . 4437-taMW4W 11sc�aar�,31 ours}.3W�a0Qoadawwlb4i�l�w�.5b�(baocasBL��. � � }a� tii $aa04Raa 53��aaeswsm} a�Ri¢adaow®Lcaas� B ar 3tf��iQbtlasr#IY�t�lardao�a}aaseet�.�[�oasaw a � � 0 4iisdaw�;aaa► (I�dt4aa 3b.11aaasaj�a7poedams6j,30s.1¢�adaaaal0, � 1ac�gloadamir~i6g.i8j),9'b[flariaas4a caasai� aew7�asde�d eFdl,{�8 e€O.slt doom ty l auw tD B tsrr+7� nary ib �-a c� sp =7L �� g ems 1.41 n eass8� SO•+Iioadeees 1b a� 4T @ 9 -.._e._..ks._'m-�'°�.-.�—�-•--+------_e— January 26, 2006 Flannery Construction 351 East Kellogg Blvd St Paul, MN 55101 Re: Final Inspection at 6124 5 th Street NE, Fridley, MN 55432 Dear Sirs; A final inspection was conducted on January 26, 2006 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 items need to be completed before the building permit can be finaled out; 1. Provide sod in the front and side yards by June 15, 2006. We will expect the above items to be completed by the scheduled dates and a reinspection called for. The dwelling is approved for occupancy. If you have any questions concerning this matter, please feel free to contact me at 763- 572-3603. rely, DAVE f ENSEN Build ho Inspector DJ/M CITY OF FRIDLEY 6431 University Ave NE R-3/COMMERCIAL/INDUSTRIAL/PUBLIC/INSTr=ONAL Fridley, MN 55432 BUILDING PERMIT APPLICATION (763) 572-3604 FAX (763) 571-1287 CONSTRUCTION ADDRESS Z4' , Lei a 0132 , Lei * W40 b I � N, U14%) LI zonin 4151e' (� I trO, l c l l� �f, Legal'sm al(aCked Owner & ace. L• 9 _ Np `. d .UQLTel# (_) CONTRACTOR & ADDRESS1'I Q.VIKIfX V SiYttGEI BYl Tel# 351 has+ W(011 8r"Vd. -pati, HA 5501 Architect I ,✓ 1i1'Q C ✓ Reg.# Engineer5kyt P� ((�ne� BUILDING CONSTRUCTION TYPE OF WORK P(New [] Addition [] Alteration -Describe OFC. AREA: Length Width Height Sq. Ft. WHSE AREA: Length Width Height Sq. Ft. OTHER AREA: Length Width Height Sq. Ft. APPLICANT 7i`� V �ns4yab ,'Pr) Tel # Date VALUATION Sq. Ft. x $ Cost/Sq. Ft. = Valuation 8 ;G Sq. R. x $ Cost/Sq. Ft. = Valuation $ Sq. R. x $ Cost/Sq. R. = Valuation $ ) TOTAL VALUE Building Use_h 0-2 Construction Ty �. occupancy Group ND Air Conditioning []Yes ONO FirtProtection Provided 0Yes []NO Performance Bond Amount $, ��a See Reverse for Schedule Received []Yes []No PERMIT FEES %` - ° - i Permit Fee �5 ;ee Fee schedule on Reverse Side Plan Check's $_ '"' „'� _ 650% of Building Permit Fee < Fire Surcharge $ f .001 x Permit Valuation (1/10th %) r State Surcharge $� . (ea 7r $.50/$1,000 Valuation (See Sched. for > $1 Million) SAC Charge $1450 per SAC Unit (Plans to MWCC for determination) Erosion Control -nn__ $450.00 Conservation Plan Review Park Fee $_ LO �MOOFee Determined By Engineering Spec. Assessments $ Agreement Necessary [] Not Necessary Curb Cut Escrow $_ a©r CSCE feet x ZD /foot TOTAL $. ,M 9(,/o, - ATTACH STIP NS Ile- .7� � - 4 -APR. 20, 2005 7:14AM N0. 333 P. 1 CONFWffION 351 East Kellogg Boulevard Phone: (651) 225-1105 St. Paul, MN 55101 Fax: (651) 225-1100 DATE: April 20, 2005 TO: Ron Julkowski FAX #: 763-571-1287 PAGES: 6 FROM: Stacy Pietrzak RE: Brandes Place Building Permit Ron, Could you please look over the building permit application for me? The permit fees seem extremely high. Please let me know if this is correct and if the other information is sufficient. Thanks, Stacy APR.20.2005 7:14AM N0. 333 P. 3 jQf0111 ALL MEN B7 n•l£SE PIZESZXM- That The Churl of Saint AMem of Frit9er, Jllinnesoto, a Ntnnesoco _of the 104owing described propety 3ftUatcd 'at tyro County of Anoka. State 01 N64teaotet to—•ell; ttlion- owner and g.olx Lots 2-29. Tttdusivn: in 8tadt z,Norwood Admrion to Frk%y pt% t,araang to ttta duly reeoraw prat ttterenL AND That part of vacated 51h Awa Oww larewn as 4tb Street). dadreated is *a plat of �rarwa� - ' • '� betarttrt. Cts Westedq s�ttensfar of the south tytt of Lo! IS. Biotic L sold plot, and the AWffion to Fridley Pant, tying of Lot = Blade 2. sold Oat, ��y atertaion of bre south iNs AND - fiat part of the 1. Mod alter bt Mock st ly ,te, Addttktw to Fridley Pant', lying betweee the ee3teriY sstensioa of lite sauN Ilnt of Lot /. Blodt 2 and the westeAy exlen�on of the aeuth one of Lot 13� scold Black 2. AND Lot 5. Aucftor's SubdhdsAm Number 39. Anoka C unty, Htitrtesoto: EXCEPT the • a 244 Was 180 tee! of. the t i83 loaf of lite Southeast "a of Ute Southwest Ouor er of Ssctron 14. Tow mhiO 30. Range 24.. ANo t7 can That part of the SauVewd Quarter of the Sougmut 0aater of Ssetist �11. Taeataitrp = Rosgs 24, doa ma as aoenntencMg at the Southvrsst owner thereof. thence Nartt .atoag the West. *w of said Southeast Quartet of the Southeent Quartet So feel: thOmm Ent paratfd t-;Ut gro South lint of mid Southam! Quarter of the Southwest QUatta 1274.22 rewt:.tbwmw 'NortA tm Y Oft, a tatgened curve to thw left having a rt7dl.ts of Zo het a dttlanp wf a t.2Z feed m.nce North tangent to doe fastedcurve isose fest theoca Nvrthweste"y as a ta.gert of the 5outhad amus to tae tett having a radtu3 of 45 feet a dtstarica Of 31.99 feet to the North Fitt a! the South,T84 rea3 of Sold SwtAanst Quartertres! Qualer. sefd. port bring the crtuci point of beginn(ag of the tract to be deaetbed- thence eattreving Northwesterly along the lost described Clavi a dtstmtca o1 78.7 feet: thence NarthweStertY tmrgent to Che leoi aeseribtd au+e 36.94 leets thence NortltersterlY aw a tartgatGW curYe to the r{ght Rarn9. o rade+n of 173 feat o aislonm of 53.?t rest to Its inter. then eS t line paaHd with sad 30 feet East of the bleat lbta •01 solid Southeast Quarte of the Southwest Quarter. thence South along said llwe aolvgel wilh and 30 feat East of the Weat Gnw of said Southeast Quarter of the Soothwest Quarter to the Nortlf line of the South t� lett al .7oid Southeast OuaRa of 1lae Southwest Quarter: thence Fmt along the North tine of sdd South 180 fast !o lite actual point th begtnn art pc f a Pat of Lot % Auditor's SrabdivbdM -Number 59. Anoka County. lr t4 AND • EXCEPT cThatattmartcLPatn f a eFhe SouSoutheast Q sort elof the Sauffra"t onrtar of Section 'A Ta+nahiP ,30. Rangs 24 dowrbod Qs 9 UterCr thence North olon the }fest line of atdd Southeast Quarter of the i Qu—t+rest O22-fe 30 feet tltsrea twat parrdle{ w;N lite South lin. d said Southceet Ouorter of the Southwtst Quarter iZ7ZZ test: thanes Northeasterly an a. tangential cvrva to tba fs(t having o radius bf 20 lest a datoneR of 31 22 feat thence North tangent to 4ht last, daaafDed ttlrve a distance of 100.96 feet then Narthwwt i_ an o tangvtiiar 6w" -'W •tee lett ?roritg 0 QOM of 45 feet a dbtmma of 4A.69 lee thence Hurt loot •deacMed carve 58.94 feat• thence Narty►. a1 t hwestaly tongent to the a distu'um of 33.71' feet to the 'East 'rhe of Cts We t gyp tangential arrve to the rlgh t travlag a radius of 175 feet acid .point Of Laters!ctton balmy the actual eet err std c Asa'! puacter of the Saatlr.s,t Q,ta ter Norttn—tell ai _Print of Deghtnh►g of Uta tract !a lit t4 thence ea.trwuGag the west leYreett of avid Scwth6cxt Quetta o Urn Soutt> hof 775 feet a dlalaep of 21 feet to the East rile of West 15 feet of the Southeast Quarter of the Southwest Cuert�wl�ftt Nmc lite I South thge South 0 feat f the .hal Southeast "MeOuerter th the SU rteest feetter, thence East along sold North be of the South ISO feet of the Southeast Southwest of OUG ar -h enc Quarter IS flat to the East 1144 of the west 30 rtet of =aid Soulhacst Quarter of the Soathvret Ouartcr; tftertea McatA aloaq Ufa East tine of the Wast 30 feet of said Soutfatoht Qum ter of Che Sauiheest Guartar to Ute aloud paint of bogirming, big pant of Lot g. Auditors Subdivision Numb v +9, Andra Count% Hinnesotm APR.21.2005 5:28PN Receipt it ' 013 Fee: S 2 52 • ZS F -i P,A,O-C- NO. 428 P. 2 Effective November 3, 2000 CITY OF FRIDLEY LAND ALTERATION PERNHT APPLICANT * aAn &1S-JYUJio-yi Tel. # Address 551 asi ILA (M D 1 Yd• -St. PO UJ ) MN 55101 PROPERTY OWNERS f Address NAME Address LEGAL ]DESCRIPTION OF PROPERTY Sed a�fac�.ed Lot Block Addition Address: DESCRIPTION OF LAND ALTERATION Value of Work: $ -75, Q00 Starting Date: Source and Composition of Fill: o %&C, qI Completion Date: PURPOSE OF LAND ALTERATION APR.21.2005 5:28PM ATTACHMENTS TO APPLICADMON N0.428 P. 3 The following plans, drawings, calculations, bonds and/or statements may be required by the Public Works Department! [4 Half -section map or sketch of property showing all adjacent property indicating the existing buildings and/or structures. N Grading plan showing existing and proposed finished contours and evaluations. Drainage plan showing existing and proposed drainage structures, stabilization walls, retaining walls, crabbing, dams, or other protective items. Q9 Calculations for and approximate quantities of excavation and/or fill Iequired. JA Signed statement from the property owner accepting responsibility for the operation and granting permission for land alteration/mining operation. jj Statement to be attached to deed advising ofpotential need for soil tests prior to any construction on lots where additional fill material has been placed. �D0RC- [ ] Rice Creek Watershed District Approval. N Soil Borings [ ] Other STIPULATIONS READ BEFORE SIGNING APPLICATION I. A surety bond or certified check in the amount of $ (5% of value ofwork to be completed) must be submitted after approval of application and prior to any work commencing. This bond or check is to ensure satisfactory performance and compliance with the below stated stipulations. The surety bond or check shall be kept active until the completion of work and/or expiration of permit and can only be released by written notification of the City after a satisfactory final inspection has been performed by the City. 2. All access and street frontage of the land alteration site must be controlled by a fence, a minimum of four (4) feet in height. All entrances must have gates that are capable of being locked. 3. Only rock, sand, gravel, dirt, or similar natural earth fill is permitted. No concrete, asphalt, or demolition wastes will be pemaitted as fill unless a demolition landfill permit is first obtained from Anoka County. 4. Operations shall be limited to daylight hours and shall not interfere with the health and safety of surrounding residents and the premises shall be maintained at all times so as not to create a nuisance. 04/;APR. 21. 2005}, 5: 28PN312 332 2627 00C N0. 428 P, 41002/002 Spr 20 05 10;27a JLPape Rssoc 6514898569 p•4 APR, 20. 2005 6 5A N0, 992 P. 4 Stipulahons Confirmed 5. Any explosives used mtistb a done so is accordance with Chapter 212, snbwcdoas 212.07.5A, SB, .SC, .SD, and .5F. of the Fridley City Code axed any other applicable standards, a,& Federal, State; JAdMtr 4 etc. 6. At the end of each season's operations and no later than the last day efDeccrnber each year, the site is to be left in a non and orderly eoaditiaa, with maximuxm slopes of 2:1 with no overbmg or vc:rdW banks and with a level bottom 7, On the Friday of each work =reek, or when required by Me 0% material from tbk operation that is fooad to exist on city streets shad be cleaned to the City's satisfiuedon by the applicant, S. Upon completion of land alte 6011 operations, the land must be left according 10 the plans and canto=n subminod with this application and planted witb suitable vegetation to prevecd erosion. 9. Upon coarpletion of land alteration operations or expiration of this permit, an inspection will be made by the City oftheprc[nises and adjoln;nZ streets. Any damage found to have beep cansed by these opetmians will be corrected by the applicant ulxm notification by the City. Daze: OAU " Sxgreatnre Property Owner's Signature Property Owner's sib Recommended ,Approved By: PERMT FM Data date: A)O JM/7140 . 3 . SwF p -5 Z T- 45 A)MM OL b R.$�ZJW BY C I -rY. �. CoAj'r"c, Dos -r �WA-'r&., 45 A XE,0" • 5. U N c.o4-0 �TAej' r1MC4Z �JiP/lzF�/ r o c,� s7eEfi �' APR.21.2005 5:29PM N0.428 P. 5 LAND ALTERATION PLAN -CHECKING FEES 50 Cubic Yards or Less ...... . 51 to 100 Cubic Yards .. , ... , .. .. .................. ... ..... ... No Fee 101 to 1,000 Cubic Yards ... .......... .......... ...... ...... $ 23.50 1,001 to 10,000 Cubic Yards .............. ................ .... ....... .... $ 35.00 S 49.25X 10,001 to 100,000 Cubic Yards ................................................. $ 49.25 for the :first 101.000 cubic yards plus $24.50 for each additional 10,000 Cubic Yards or fraction thereof. 100,001 to 200,000 Cubic Yards ..... , .................... ....................$269.75 for the fist 100,000 cubic yards plus $13.25 for each additional 10,000 cubic yards or fraction thereof. 200,001 Cubic Yards or More ..... . ........ ............................... ..$402.25 ' for the first 200,000 cubic yards plus $7.25 for each additional 10,000 cubic yards or fraction thereof LAND ALTERATION 9RADINO PERNIIT FEES 50 Cubic Yards or Less ...... . 51 to 100 Cubic Yards .................... , ..................... $ 40.00 101 to 1,000 Cubic Yards .. ................... ... ........... $ 47.50 ..................... ....................... $ 47.50 X for the first 100 cubic yards plus $10.50 for each additional 100 cubic yards or fraction thereof. 1,001 to 10,000 Cubic Yards z5=0ey ..••... ..................................$167.00 for the first 1,000 cubic yards plus $9.00 for APP* each additional 1,000 cubic yards or fraction thereof 10,001 to 100,000 Cubic Yards ...... . .............. ............... .........$273.00 for the first 10,000 cubic yards plus $40,50 for each additional 10,000 Cubic Yards or fraction thereof. 100,001 Cubic Yards or more .......................$662.50 for the ixrst 100,000 cubic yards plus $22.50 for each additional 10,000 cubic yards or fraction thereof APR. 21. 2005 5:29PM N0.428 P. 6 *MW ALL NQ{ $T UeSE PRt53at5: That Tice Chnreh of Saint WBRO n of FrQdlay. IiliwlCMta. a Wnn=ota corporation, owner and prop of Me following described property 31lvated in the County of Anoka. State of Mirwasota. to--wlL Lott 2-29. htdo36e. in 810* Z..Norwoed AddUae to FrWay Parlr, according to the duly recorded plat thereof. •� AND •: {� lbat part of vacated 5th Ave (nor larorrn as 4th Street). dedicated In fha plat of'larwaad Addition- to FrFaep Porlc 1*9 between the Westerly extension of the south fine of Lot 16. Block Z, said plat. and the Westerly extension of the south lkne of Lot J0. Block 2 Said 614t. AND shot port of the vocatad allay In Stock 2. "Norwood Addlaon to FrMey PW. lying betwom the westerly axtmtshoa of the south 11hro of Lot 1. Block 2 and the Masterly extensiort of the south Am of Lot 1Q sad Eloek 2 AND Lot S. Auditor's Subdivislan Number S9. Anoka County, Wmesoto: EXCEPT The -South lint] teat of. the west 183 feet of the Southeast Quarter of the Southwest Quarter of Section 14. TOWMe p 30, Rang* 2A AND EXCEPT • fiat part of the Soutoeast Quarts of the SouV—wt tartar of Sectkn 14. Township 30; Rano 24, desesbee oe cornmencisg at the Southwest tomer thereof the nor North long the bleat. yna of mad Southeawt- Roamer of ft Southwest Quarter 30 feel thw= Cost pard with the South Lina of said SooMedA quarter of the Southwest Ouster 127:22 feat thance NorWaaaterfy on a tongmrud amore to the Lott hawk,%a radius of 2D fast Q adonce of -31.72 feet thenen North tangent to the lost described aver 100.96 feet thmnee NorlNwesterty an a tongentiat curve to the left baAng a radius of e3 feet a dlsfarc4 of 31.99 teat to are North ,line of Uwe South ,160 feat of add Southeast Ouortar of the Southwest Quarter, said, paint being the =tud point of beginning of the tract to be described; thence contbwrng I Northwestaiy along the lost deserfbed aro a dbtance of 16.7 feet; tdence Northwesterly "ant to the lost described two 36.94 feet: thence Northwest" an a tangential owe to the right having. a tvdaw of 173 feet a distance of u 53.71 feet to tb intersection with a tine parallel wBth and 30 feet East of the West line -of said Southeast Quarter of the Southwest Quarter. thence South along said line paodd with and 30 feet East of the West Rhe of Said i Southeast'Quartar of the Southwest Quarter to Use North fine of the South 1130 feet of Baia Southeast Quarter of 9ne South -Us t ouorter: thane East along the North line of 3014 South 180 feet to the actual point of beginning, being a ' part of Lot 3p Auditors SLbdlvftim -Number 59. Anoka Counter miwtesoto,' ! AMI),EXCEPT That part of the Southeast Quarter of the Southwest Quarter of Sectfaa 14• Towlship ,30, Range 24 described m ••Wtllmanting at the Southwest corner thereof, thence North along the West line of sofa Sauthaast Quarter of be 5'oulhwest Quator 30 feet: thence East parallel with the, South line of sato Southeast Quarter of the Southwest 'Quarter 127.72 ' feel• thence Northeaetorly an a. tongenUd mr, o to the jell having a radius at 20 feet a distance of 31.22 feet; thence North "ant to the 1mt. described curve a dbtance of • 100.96 feat thence Northwesterly on a taagantioi gave Zo'the lit ,haring a rodlaa of 45 feet 4 dtstanc* of 48.69 feet thmrce Northw�ter{y tangent to the lost 'described cervi 68.94 feat' thence Natfiwostrty on, a' tverganuct am-ftto Ute rlgh6 h.ovhtg o radius of 173 feet o distance of 33.71' feet to -the 'Cant I%* of the M&A 30 feet of sof@ Soaeue,aat equatter of the Soutfwest Quarter avid .point of interorAo i being lila actual point of begimfng of the bud to be dam theme coed gdhg .Northwesterly dang the fast described curve having a redivab of 175 fait a distance of 23 feet to tine East lfea of the West M Not of said Southeast Quarter of the Sotfthwest 0uorter, amee South along Bald,East jive of tM Went 15 fait of the Southeast Quarter of the Southwest Quarter to the ffarth tyre of •the South 180 fast of sold Southeast Ouart ter of Use Southeast Quarter, thence East along gold North llne of the South 180 feet of the Southwest Quarter of `Wo Southwest Quarter 15 feat to the East line of the Wast• 3* feet of sold Southeast Quarter of the, Soet9hwdt Quarter, 'tumnca North along the East life of the West 30 feet of =W Southaamt quarter of the South,e9t Quarter to the actual point of beginning, being part of Lot S. Auditors SobdWre;on Number 59, Anoka Courtly, Nianesotm i:APR• 21. 2005 5; 29PM 312-92e-1938 04/21/05 02:S1? P.NO. 428 P. 7 r Pellinen Professional (? Services, Ltd. Date: 21 April 2005 To: Stacy Q Flannery Construction From: Steve Pellinen Subj: Brandes Place, Fridley MN I have verified earthwork quantities as required by the City: On site eartbwork = approx. 4,000 cubic yards Imported material = approx. 1,000 cubic yards Exported material = none ,S+4� LTJI�-� Steven L Pellinen, P.E. Lic. No. 15345 FAX 4330 Vernon Avenue South Minneapolis MN 55436-1524 e-=z9l �t;cvc()pc11pro.com phone 952-925-2440 FAX 952-926-1998