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PRE 2010 DOCS*4 AV,y . NEW 14 ITY OF FRIDLEY Effective 1/1/2003 ADDN [ ] 6431 Unive ity Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp ALTER [ ] SINGLE FAMLY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax BUILgING PERMIT APPLICATION Construction Addre Legal Description: Owner Name & Address: � ' Tel. * c_y(„/_- -7 lu _ z�, Contractor. MNLICENSE# -203 %Vo,? & Address: ae Al vot. Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. s` Sq. Ft. Sq. Ft. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length 3 Width Height ? e GARAGE AREA: Length 0 Width �a Height DECK AREA: Length I— Width Hgt/Ground — Sq. Ft. OTHER: Construction Type: TW 1c Estimated Cost: $ Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ —=$ DATE: 0.3 APPLICANT: 1A ) ILA ' zv- Tel. # Call (763) 572-3604 for Permit Fees if mailing in application. Fax to 763-571-1287 if using credit card and we will call you for card number. CITY USE ONLY - Permit Fee $ (q5�1 S6 'Fee Schedule on Reverse Side Fire Surcharge $ 7(® .001 of Permit Valuation (1/10th%) State Surcharge $ $.50/$1,000 Valuation SAC Charge $ $1275 per SAC Unit License Surcharge $ 5 DO $5.00 (State Licensed Residential Contractors) Curb Cut Escrow $ Alt. "A" or Alt. "B" Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ 2�00 ® Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] TOTAL $ —7q STIPULATIONS_ 1 BURRING PEIUMT FEE SCHEDULE The Chief Building Oficial shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to -wit: TOTAL VALUE $1 to $500 $501 to $2,000 $2,001 to $25,000 $25,001 to $50,000 $50,001 to $100,000 $100,001 to $500,000 ' 11 11 � ' 111 111 FEES $23.50 $23.50 for first $500 plus $3.05 for each additional $100 or fraction thereof, to and including $2,000 $69.25 for first $2,000 plus $14.00 for each additional $1,000 or fraction thereof, to and including $25,000 $391.25 for first $25,000 plus $10.10 for each additional $1,000 or fraction thereof, to and including $50,000 $643.75 for first $50,000 plus $7.00 for each additional $1,000 or fraction thereof, to and including $100,000 $993.75 for first $100,000 plus $5.60 for each additional $1,000 or fraction thereof, to and including $500,000 $3,233.75 for the first $500,000 plus $4.75 for each additional $1,000 or fraction thereof, to and including $1,000,000 $1,000,001 and up $5,608.75 for the first $1,00,000 plus $3.15 for each additional $1,000 or fraction thereof CURB CUT ESCROW (Concrete Curb Streets Only) Removal and replacement of curb and gutter only - driveway width plus 6 feet times $17.00. Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of the proposed structure and of the construction site. VERIFICATION OF FOUNDATION A Certificate of Survey of the lot, showing the location of the existing foundation will be required before proceeding with the framing. New Houses Only 4 PROPOSED HOUSE GARAGE / eoo GARAGE 1 o.00 HOUSE DETAIL NOT TO SCALE LOT LINE SCALE: I " =30' Location: City of Fridley Orientation of this bearing system is based: North Line of Block 1, DOTY/WELLNER ADDITION which bears S89'40' 15"E • Denotes Found Iron Pipe o Denotes 1/2" x 14" Iron Pipe Monument Set and Marked by Minn. Reg. No. _ 14889 ® Denotes Hub -and Tack Set �33 e 3s EXISTING lo.90 BUILDING SETBACK CERTIFICATION I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE AWS OF THE STATE OF MINNESOTA. SIGNATURE: WAL X/; ORY L.S. 1C. Na 14889 DATE HYDRMY = BM= 9944. 1 Bid94.80 TAlH � n 3 y • �Ja�� LEGAL DESCRIPTION: LOTS 5A AND 5B, BLOCK 1 DC ANOKA COUNTY, MINNESOTA City of Fridley 6431 University Ave. NE Fridley, MN 55432-4383 763-571-3450 13 -May -03 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: 15-30-24-41-0093 STARLITE CIR Lot: 5A-513, Block: 1, DOTY WELLNER ADD LEVIED SPECIAL ASSESSMENTS This is to certify that I have examined the records in the office of the Clerk, City of Fridley, Anoka County, Minnesota, and for such search, certify that the following special assessments appear unpaid with respect to the above described tract or parcel of land: Term Certified Initial Interest Remaining Current Current Proiect Number Proiect Description Type (Yrs) Date Amount Rate Balance Principal Interest 9100-0000-00 OO REG SA(Water/Sewer 3100 15 12/31/1960 $46.18 5.00% $0.00 $0.00 $0.00 4000 -0005 -OC 01 SS 4400 20 05/08/1967 $264.88 6.00% $0.00 $0.00 $0.00 4000 -0005 -OC OOSS 4400 20 05/08/1967 $124.80 6.00% $0.00 $0.00 $0.00 6000 -1982 -TF 00 ST 6400 10 06/06/1983 $2,480.44 9.75% $0.00 $0.00 $0.00 3000 -0136 -TF 00 W/S 3230 20 06/06/1983 $4,522.22 9.75% $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 Proiect Number Proiect Description (Yrs) Year Rate Pending Amt. NONE MISCELLANEOUS FEES Description Status Date Fee Amt. Note 2/1/00 $0.00 Park Fees Unpaid 3/8/02 $3,000.00 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: Tuesday, May 13, 2003 By Page 1 of 1 CITY OF FRIDLEY PERMIT NO.: 2005-01473 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 DATE ISSUED: 08/18/2005 763) 572-36U4 YAX: (763) 571-1287 ADDRESS : 6433-6435 STARLITE CIR NE PIN : 143024220093 LEGAL DESC : DOTY WELLNER ADD : LOT 5A BLOCK 1 2 - PERMIT TYPE : BUILDING PROPERTY TYPE : TOWNHOUSES Ujap l� CONSTRUCTION TYPE : NEW CONSTRUCTION VALUATION : $ 292,318.00 NOTE: SEE NOTATIONS ON PLAN. CALL GOPHER STATE ONE AT 651454-0002 FOR UTILITY LOCATIONS. PROVIDE SOD IN FRONT AND SIDE YARDS. PROVIDE HARD SURFACE DRIVEWAY. PROVIDE CITY WITH VERIFYING SURVEY BEFORE CAPPING. SEWER AND WATER LOCATIONS AVAILABLE FROM CITY ENGINEERING DEPARTMENT. APPLICANT BUILDING PERMIT FEE 2,074.55 VIGOR, JAMES PLAN CHECK FEE 1,348.46 2955 BUNKER LAKE BLVD FIRE SURCHARGE 292.32 ANDOVER, MN 55304 STATE SURCHARGE, VALUE 146.16 TOTAL 3,861.49 PAID WITH CHECK # 4003 F�17 VIGOR, JAMES 2955 BUNKER LAKE BLVD ANDOVER, MN 55304 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 worl 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 " SKFAKAIE FERMIIS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. CITY OF FRMLEY PERMIT NO.: 2005-01�Q54 - 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 DATE ISSUED: 07/05/2005 (763) 572-3bU4 k'AX: (763) 571-1287 PRINTED WITHOUT ISSUING 9/1/2005 ADDRESS : 6433-6435 STARLITE CIR NE `? PIN : 143024220093 LEGAL DESC : DOTY WELLNER ADD : LOT 5A BLOCK 1 PERMIT TYPE : BUILDING PROPERTY TYPE : TOWNHOUSES CONSTRUCTION TYPE : NEW CONSTRUCTION VALUATION : $ 292,318.00 NOTE: SEE NOTATIONS ON PLAN. CALL GOPHER STATE ONE AT 651454-0002 FOR UTILITY LOCATIONS. PROVIDE SOD IN FRONT AND SIDE YARDS. PROVIDE HARD SURFACE DRIVEWAY. PROVIDE CITY WITH VERIFYING SURVEY BEFORE CAPPING. SEWER AND WATER LOCATIONS AVAILABLE FROM CITY ENGINEERING DEPARTMENT. CONSTRUCT A TWIN HOME STATE LICENSED CONTRACTOR 1 PARK FEE 1500 SAC UNITS APPLICANT JAMEY VIGER 2955 BUNKER LAKE BLVD ANDOVER, MN 55304 (763) 286-5421 OWNER VIGOR, JAMES 2955 BUNKER LAKE BLVD ANDOVER, MN 55304 2 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 worl 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 hvsp Date BUILDING PERMIT FEE 2,074.55 PLAN CHECK FEE 1,348.46 FIRE SURCHARGE 292.32 STATE SURCHARGE, VALUE 146.16 o SAC CHARGE 2,900.00 o PARK FEE 1,500.00 Cp LICENSE SURCHARGE 5.00 TOTAL 8,266.49 PAID WITH CHECK # 4003 �hFAKAMFEKMHS REQUIRED FUK WORK OTHER THAN DESCRIBED ABOVE. CITY OF FRIDLEY (� ADDN [ ] 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax BUILDING PERMIT APPLICATION Construction Address: �� 3. S' CO 4S•5"* J r2MA / t;� CIee. Legal Description: A67' -s- .5' .4 cW- Bkn!< Owner Name & Address: .��i4-/Vl� f� �%ll�G�iP Tel. # Contractor. _ .-.,S~iQy1�.,, MN LICENSE# Address: Tel. # 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 Widthi�$T F, Height I Sq. Ft. GARAGE AREA: Length 20 d Width 24 ZQ =� Height _ Sq. Ft.-#,Q644 DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: Construction Type:R45! b90tJ L. %WW A6t1— Estimated Cost: $ _ DD Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ ��dJ DATE: - - 10 5 APPLICANT: Tel. # �% Call (763) 572-3604 for Permit Fees if maili g in application. Fax to 763-571-1287 if using credit card and we will call you for card number. Permit Fee Plan Review Fire Surcharge State Surcharge SAC Charge f License Surcharge 4 Curb Cut Escrow Erosion Control Park Fee - 4 Sewer Main Charge ���►>� Asp TOTAL CITY USE ONLY - Fee Schedule on Reverse Side 65% of Permit Fee .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1450 per SAC Unit "A $5.00 (State Licensed Residential Contractors) Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determined by Engineering * -750 y-� Agreement Necessary [ ] Not Necessary [ ] STIPULATIONS: �rj1� 500E'£L FEW 9NIdl9 2i39Wfil J12IVd 3�IVl 9NIJd5 �i O DD CYT 'id'06 '31V0 -pJ 6409 �� /�J� ) 059c-y6L f£9LJ 6409-%6L -U 5S_6-_S�fE9L> J Oo9L-15L lE9LJ mLU ��/ • /V♦ LEh5S 11005NNIW `.IaVd 3`aVl 9NIMd9 £E455 110S3N'NIW SCIdV2J N000 erg Z mO 3N 3f1N3/�V 1V2J1N30 6LE9 'lll'N 133 J1S NI1tlVW 9Lbll rO Z -0NI S31Vl00SSV JNINNVId 3WOH N O o � aorJ r 7�n' ,_ + _ m mai so> 1 _ - ----_J -I_ ppp g M, v. rT I _ � 'Z h I � >w z \ ❑i❑ ❑ � _ > I aoiz i mz o �I ❑ ❑ ❑ D g° I I �I I 14�1 ' Iii I I I a ❑ F10 ❑ I'1 � � I,I III � - ❑ ❑ ❑ ❑ �. � ` � � \ X TFTl7T 1111 El D �l ca ❑ ❑ ' i _I 1 I ® 4 ai + ja H J `4 ffl z .413.4 ED LL. 0,6. ------------ ---------- z' ---------- 4, 7- --------------------------------------------------------------------- - ---- ------ 6 Sa LL I fl HT Q A.-' ------------------ -------------------- --------------- -- ---------- -------- LL O _cP z o ------------------------- --------------- ------ ---------- ---------------- ------------------ ------------------- ------------ ------ - --------------------------- ------ -------- ---------------------------------- --------- --- LU LU o !` �`� ----- ------------ ---------- ------- nu re -------------------------------- -------- -- -- - -- 73 LL LL --------------------------------------------------------------- --------- r r OF ----------V- ------------- --------------------- YQZ IV ly IF'o uu W' It u W o� 0 a u H '�'�zlI uu 2 N � m m N � O 9� U- LL 0 �~ Q �- � m 3.•UJ pp W zw � OUN ,p Ui0 � �a4 m uii 454E b5bZ p p� O- B3ssnai N - - „8-,OI _ qw,U c� i � � � � Sxf zg•L O Q n pp pp W ry 83 W I NOOBI ? 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C U 0,u h Z �. >_a�F 3mm Q OLL N r2��}NmN z� a } ma!"! z � w °raOZLLO Epgw�w8 mEN �iMN-N ofaozyma 0 pbz� HI''�'m ��oa�8�yri"zrc ff-' rcmo- O m- aLLNON-0� g O", KL Za�� a J ZU3-a' WX -Qr umK mQ 'U� ��'oaO;a .�, j Aja Wi, uZ i�Nar=N��X udw�w Op woo�Wk'am�k' O z0� OAU o�go� ��zkz z�LLEapKw � E}Oz�Q �0.� w w z3uaLLtaul..z3a3u3aorc�ra�oms 0� Qma'Og3LL0Ua C14 O 1^i^ -4. w 0 ;a ua �9 Ci- LU m ru =oa i• i^ i^ is ai: is ai; —i U Z is J v N UJ p�z v1 is �m D 4 4 LU Em LU _ R O W a �m .i City of Fridley 6431 University Ave. NE Fridley, MIN 554324383 763-571-3450 02 -✓un -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: 15-30-24-41-0093 STARLITE CIR Lot: 5A -5B, Block: 1, DOTY WELLNER ADD LEVIED SPECIAL ASSESSMENTS This is to certify that I have examined the records in the office of the Clerk, City of Fridley, Anoka County, Minnesota, and for such search, certify that the following special assessments appear unpaid with respect to the above described tract or parcel of land: 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 Term Certified Initial Interest Remaining Current Current Project Number Project Description Type (Yrs) Date Amount Rate Balance Principal Interest 9100-0000-00 OO REG SA(Water/Sewer 3100 15 12/31/1960 $46.18 5.00% $0.00 $0.00 $0.00 4000 -0005 -OC O1 SS 4400 20 05/08/1967 $264.88 6.00% $0.00 $0.00 $0.00 4000 -0005 -OC OOSS 4400 20 05/08/1967 $124.80 6.00% $0.00 $0.00 $0.00 6000 -1982 -TF OO ST 6400 10 06/06/1983 $2,480.44 9.75% $0.00 $0.00 $0.00 3000 -0136 -TF 00 W/S 3230 20 06/06/1983 $4,522.22 9.75% $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. $0.00 Note 2/1/2000 Park Fees Unpaid 3/8/2002 $3,000.00 Oc i' /I ✓= 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, June 02, 2005 By Page 1 of 1 CITY OF FRIDLEY 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 572-3604 FAX: (763) 571-1287 PRINTED WITHOUT ISSUING 9/2/2005 ADDRESS : 6433-6435 STARLITE CIR NE PIN : 143024220093 LEGAL DESC : DOTY WELLNER ADD : LOT 5A BLOCK 1 PERMIT TYPE : BUILDING PROPERTY TYPE : TOWNHOUSES CONSTRUCTION TYPE : NEW CONSTRUCTION PERMIT NO.: 2005-01784 DATE ISSUED: VALUATION : $ 292,318.00 NOTE: SEE NOTATIONS ON PLAN. CALL GOPHER STATE ONE AT 651-454-0002 FOR UTILITY LOCATIONS. PROVIDE SOD IN FRONT AND SIDE YARDS. PROVIDE HARD SURFACE DRIVEWAY. PROVIDE CITY WITH VERIFYING SURVEY BEFORE CAPPING. SEWER AND WATER LOCATIONS AVAILABLE FROM CITY ENGINEERING DEPARTMENT. STATE LICENSED CONTRACTOR 1 PARK FEE SAC UNITS 2 APPLICANT VIGOR, JAMES 2955 BUNKER LAKE BLVD ANDOVER, MN 55304 OWNER VIGOR, JAMES 2955 BUNKER LAKE BLVD ANDOVER, MN 55304 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 worl 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 onn A n ATT TTnA LTT[� .. BUILDING PERMIT FEE PLAN CHECK FEE FIRE SURCHARGE STATE SURCHARGE, VALUE PARK FEE LICENSE SURCHARGE SAC CHARGE TOTAL PAID WITH CHECK # 4003 ,,.r..,,..,,,.., -X44 0 rV- W V1CL1 V 1rMIC IrIAIN L)V bUKILLL ALVVL. 1500 2,074.55 1,348.46 292.32 146.16 1,500.00 5.00 2,900.00 8,266.49 ���s- -- 8.�9 - ss3.31� r�-- 1.2. A Partiti ons ................................................ I., ........................................................................................................... ........ I ..................... ................ . ............... - Wood Fra-m.ed. 0 IV Acoustical .,tical Petfonnartes 51A` 2!�ir- B*Id Foxes -C Core UL Des Mu anels �4 ST.aggered Wood Stua 24" p.c. on 2x6 of tonal veneer plaster • 5/8' Sffi-MCK Brand 5KCOft-4 Cor OypSkIM P -11015 Or 519MM Stand PanI�t0I'AIIGI.'jIWP a A I 5A, SHMTRW Brand Flpp,..-,c i PFnels or Aww Brand PwiaL PA womd stid., 24, o.c. VI ti raii WAI or 1/2" n Brand pit-loce 11 Core Gypsum pane!s' b)th CLUIC61 both viahs dInuol., layer and lrrsbe sirtgl9 lsyu Alkni Of hued on 1r2'',, �xmjcx 8.,and Fwoone,'.. Corr G)wurn Pam -;s, outsioo b0 dou.1ile lavers on&, i ras= layer 1/4* spiukxK. Dyp.„"rn Panel-, fiCe layfv 1'Z":, FTR--xx 6rend =�PzxoE Gare Gyxi"rn Rscefs, tamnated tv trim lsj;r. 20 USG Fir"esWant Assembiies UL Oft U342 P--A-W-Mfj 157 I BAL-IL-73-224 I 3-1/Z glau, Ite GA -WP -3812 57 1 TL -73-224 --- i 3-112, glass f i"'er GA -WP -5510 Rdidence W,40 I A-68 A-69 A-70 A-71 A-72 Post -its Fax Note 7071 To Ld From S A Paz.) 14 Phone # VI -3-'S Fax Fax# kc -7 Generated by REScheck-Web Software Compliance Certificate Project Title: Twin Home Energy Code: 20001ECC Location: Anoka County, Minnesota Construction Type: Single Family Window -to -Wall Ratio: 0.18 Heating Degree Days: 8999 Report Date: Date of Plans: 23May05 Project Information: New Constructior Project No /1 Builder Information: Home Planning/Owner r Permit Number Checked By/Date Ceiling 1: Flat or Scissor Truss 1128 44.0 40.0 15 Wall 1: Wood Frame, 16in. o.c. 880 19.0 19.0 26 Window 1: Vinyl Frame, 2 Pane w/ Low -E 104 0.300 31 Basement Wall 1: Wood Frame 736 19.0 19.0 17 Window 2: Vinyl Frame, 2 Pane w/ Low -E 72 0.300 22 Door 1: Solid 34 0.300 10 Statement of Compliance: 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 2000 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Co ny Name Date Page 1 Generated by REScheck-Web Software REScheck Inspection Checklist Project Title: Twin Home Ceilings: ❑ Ceiling 1: Flat or Scissor Truss, R-44.0 cavity + R-40.0 continuous insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16in. o.c., R-19.0 cavity + R-19.0 continuous Insulation Comments: Basement Walls: ❑ Basement Wall 1: Wood Frame, 8.0' ht/3.0' bg/8.0' insul, R-19.0 cavity + R-19.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather -resistant protective covering that covers the exposed (above -grade) Insulation and extends at least 6 in. below grade. Windows: ❑ Window 1: Vinyl Frame, 2 Pane w/ Low -E, U factor. 0.300 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2: Vinyl Frame, 2 Pane w/ Low -E, 1.1 -factor 0.300 For windows without labeled 1.1 -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U -factor. 0.300 Comments: Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder. ❑ Required on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. Materials Identification: ❑ Materials and equipment must be installed \plain\1211s20 in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be Identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R -values and glazing U -factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. Duct Construction: Page 2 Q + ❑ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels In Table Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time dodo. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105"17 or chilled fluids below 55"F must be Insulated to the levels in Table 2. Page 3 5 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Table 2: Minimum Insulation Thickness for HVAC Pipes. Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Insulation Thickness in Inches by Pipe Sizes Non -Circulating Runouts Circulating Mains and Runouts Heated Water Piping System Types Range('F) Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Hot Water Pipes NOTES TO FIELD: (Building Department Use Only) Page 4 nle Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range('F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Page 4 nle TECNNICflI T 0 P I "C S Foran No. TT -0 -RA Page 1 oil NARROW GARAGE WALL BRACING FOR ONE- AND TWO-STORY HOMES New portal frame designs, developed by APA, have been tested to show bracing performance that is comparable to "1'19 codwperm led bracing for residue sfiucdrres (APA Technical Topic TT -074 Thea is a frequent desire to use narrow wall designs without hold-downs at garage door openings. According to the code. In the lower seismic regbm of the U.S., 24-h narrow wall designs can currently be applied with no hold-down devices when the horns is finny sheathed with wood structtnal panels (see Section Rsa2.10.6 of the 2003 International Residential Code). One drawback, however, is the one-story limitation for this application (see IRC Table R602. 10.6 footnote b). The limitation represents a signFinat restriction since many dwefngs have a second story over tate garage. APA conducted a series of tests to justify expanding no -hold-down portal frame application recommendations to two-story dwellings, where the portal frame is applied to the bst story in a fully sheathed structure in areas with low seismic risk (AP& 2003). Results of this test program show that 164n. -wide portal frame designs, with a 6:1 height to-Mdth ram as measured at the vertical wall segment, performed comparably to wall bracing systems currently accepted in the IRC for use in any of three stories of a fully sheathed structure. APA tests show that the portal frame segment depicted in Figure 1 provides bracing -level performance that is comparable to IRC bracing permitted under multiple stories. Use of the detail shown in Figure 1, however, should be limited as follows: • Use next to garage door openings only. • Apply to the first story in residences of up to two stories. • Completely sheath the structure with wood structural panels and use wry comer deftiling as shown in Figure 1, per IRC Section R602.10.5. • Use only in Seismic Design Categories A -C. and limit to wind speed regions in accordance with 6e4e_aff4;conventional construction fumko&ns stated in the IRC. References APA, 2003. Testing a Portal Frame Design For Use as Bracing in Fully Sheathed Structures. APA Report T2003-48. APA—The Engineered Wood Association. Tacoma, WA. Technical Services Division November 2003 Chi 2003 APA The Engineered Wood Association emu BMW APA hes noow * nor quAy oto ar ft cwWftm underwWch engineered woad products we used 11 W to cmp �aode ordeaWd� i ipr€edlc6anwd®gra 7011 South 19th Street - Tacoma. WA 98411-07M Telephone: (253) 56"(W - Fax Nurnber. (2M 566 7266 • 2004 METRO CONTRACTOR UPDATE • d Form Tr -077A Page 2 of 2 Figure 1. Recommended construction details for APA portal frame bracing without hold-downs ExrENrOFHEADER hBly. s' x 11,zs- NLsT ttEADER ` FASTENTOPPLATETO NcAOER WRHTWO ROWS OF 16D Sft(ER NABS ATr O.C. TYP. `1080LBSTWWWOSITESHEATHwe WIN. (42w4 ` FASTEN SHEATHM TO HEADEt WITH SD COMMON OR GALVANIZED BOK WAGS BN3'GMD PATTERN ASSHOWNANDTOP- BNALL FRIt6BNG WWS, BLOCKM AND SLLLS) TYP. VWM BASED ON 6:1 NEKW-TO4WUFH RATIO: FOR 129' HECHT. WK WETH =2r. FOR W HEIMIT, MLN. WUM a 167. ETC. ABN. 0) 2w1 FORA PANE. SPLICE (IF )EEDED). PANEL. EIGES SHALL BE � BLOCKED,ADB] OCCUR W IMN 24' OF MD+0M ONE ROW OF TYP NAILING 19 RBDUIREM IF 20 BLOCKING IS LSM. THE 2 AS NLIST BE NAMED TOGErHERVWTH 3160SINKERS hBN. 27C17Ql16" PLATE WASIM — AwAiMSCILT PE2COME 41. '6D NAB. Q 24 IN.O.QBONAB.O61K 1.1 SLEATHNG FILLER IF NEEDED 6D SINKER NAGS M FKYM*70.C. 1WOL D WADER STRAP OD 'WKTHKXNEBG%v a.LCTURAL PATE, ECHHLG b4 FRAWNGTYP. FRAUM FOR GYPStIiI WALL. BOAf<D {OPfIpNM1),) 7011 South 18th Street. P.O. Box 11700 . Tecoma, WA 911411A700 TeWhone: (253) 665.6600 . Fax Number (253) 5657265 4QC.INALL PANEL EDGES NO T PART OF PORTAL FRAME —•}— PORTALFRAAiE WALL -4 A SEEGWEENENTTYP. S EcnouA-A XDE,- C(HtNER F LffiWjG nETM 7011 South 18th Street. P.O. Box 11700 . Tecoma, WA 911411A700 TeWhone: (253) 665.6600 . Fax Number (253) 5657265 Ti Typical MTS278 installatio,-1 tr. I1` USP Stack No, N'TTIG HTT22 191R LTS2+� LTS20a' MTs278�� 1) +UCW'abie'"CS' sleet Ralf, No, Strap ! ! 1,1716 10 !II HTi22 10 7 7 LTTI31 16 LTf19 16 LTTc0 12 L7208 12 MTT:88 iQ have WY i=ea9ed w Dimensions Fastener Nail Ariohnr $ acin fioitst 6pacing �4 ti1_5rL �i• 1• .4 (1; 5+5 2.112 {11 7!C� 2-112 {t)7i3 3 tl} $!� 2-V2 (1)3/,' 3311 (1) 1!2 a-3' ifj:}l:. 1.112' ,'d 1'! __ s...,w:..:__-- ScheduleAllowa.0 r , e loads (I_hj,)I Boit4 c c 131% 160.E i ) Datlectlor,2V at 133% Aliowanhi Design Loan IIf 0..125 Plate W - • 2.112 -- 2•V2 3 3 3 3.314 3 1.314 3 2 3 2 3 2.1t1fi 33.113° or 9W! L 15-5,8 21•iP} .. 29-314 425116 31 22-161 20 20 27 rnr ci,o D CL 2 1-319 1 t-316 33!4 1.316 3.314 1.3113 2-519 1.3ta .3 1.112 3f -1j2 2-3/d 2 nr mie * i .. strop Hails Nails i i1'1Ik0S)) 100 (9pI10d Botts _ ! .- .... , ' ) _ o 13 14 '16010 3700tfd I^'�``�„•" 53 {1 53'r0 t 7T 7..0 2_0 G09 9.15 0.1:8 f— " �'� ()1t. (3Gt 10 �- ( :w)lid 1 (=k}10d (s5)1tSo {18)104 x 9.11$ (8) tOp (10} 191J 4—� - _ _ r2 1 1f2 ' 2r�5 282x. 1215 1.390 1910 1910 •• _ 1260 0.066 0 �� „• 0.120 i p f •-"°� 1515 --.— p•1 (10110dxmo 00)15d 1575 1694 19i0 191tl t le) lot" x 1.12 • {$•111Gt1 1575 1d 0 {4) 112 4G 15 1 2570 3036 0,11S •"—^ .' L Ik:,?lit� I I�'liP) I 14µI ' . 1yr ,4 tt,i�M..,�yi,. ri p. .';III! T • I�' .f RRu NK I4 1304is must be ordered separrate . See page 22 for available sizes. HTT161UTT,c^2 simiia, WT7`24 Typical MTS278 installatio,-1 tr. I1` USP Stack No, N'TTIG HTT22 191R LTS2+� LTS20a' MTs278�� 1) +UCW'abie'"CS' sleet Ralf, No, Strap ! ! 1,1716 10 !II HTi22 10 7 7 LTTI31 16 LTf19 16 LTTc0 12 L7208 12 MTT:88 iQ have WY i=ea9ed t3augo Dimensions Fastener Nail Ariohnr $ acin fioitst 6pacing �4 ti1_5rL �i• 1• .4 (1; 5+5 2.112 {11 7!C� 2-112 {t)7i3 3 tl} $!� 2-V2 (1)3/,' 3311 (1) 1!2 a-3' ifj:}l:. 1.112' ,'d 1'! __ s...,w:..:__-- ScheduleAllowa.0 r , e loads (I_hj,)I Boit4 c c 131% 160.E i ) Datlectlor,2V at 133% Aliowanhi Design Loan IIf 0..125 Plate W - • 2.112 -- 2•V2 3 3 3 3.314 3 1.314 3 2 3 2 3 2.1t1fi 33.113° or 9W! L 15-5,8 21•iP} .. 29-314 425116 31 22-161 20 20 27 rnr ci,o D CL 2 1-319 1 t-316 33!4 1.316 3.314 1.3113 2-519 1.3ta .3 1.112 3f -1j2 2-3/d 2 nr mie * i .. strop Hails Nails i i1'1Ik0S)) 100 (9pI10d Botts _ ! .- .... , ' ) _ o 13 14 '16010 3700tfd I^'�``�„•" 53 {1 53'r0 t 7T 7..0 2_0 G09 9.15 0.1:8 f— " �'� ()1t. (3Gt 10 �- ( :w)lid 1 (=k}10d (s5)1tSo {18)104 x 9.11$ (8) tOp (10} 191J 4—� - _ _ r2 1 1f2 ' 2r�5 282x. 1215 1.390 1910 1910 •• _ 1260 0.066 0 �� „• 0.120 i p f •-"°� 1515 --.— p•1 (10110dxmo 00)15d 1575 1694 19i0 191tl t le) lot" x 1.12 • {$•111Gt1 1575 1d 0 {4) 112 4G 15 1 2570 3036 0,11S •"—^ 2) Minimum nail ambodmant shall be 1.112- for 10d nails and 1 -Sits for 16d n ill., NkW Zi` Perm uoc SOIL' regUl;g a min fn n fengtn of 1.112" in xertical Ihember for the Ns(ed'oads. 3) For MTS; 78:154 $nkOrs O 1Cd common nails maY to subMutnd for the specjr:ed 1at1 +1<rmrnan nart. Provided Uua listad ailew: b e, Inays ire rer%ratl 1;5%. 4)16d sinkers may be substitUted for the 30eti6ed 10d cemmon nails with no load rad:rcGan. 5) lite des'pner must apeclty anchor bolt We. length and emth3drnem. 6; Defiackris Bre derwac from statio, manotoniC loan tests of devk*s connected to OF•u KVmem yr •mi(n tpaojl,L�d fa4teners. 7) H 7 holdowns raised off of MG sill plate may havo telpher deffee:iorl vafuss, a) LTi), LT3, anp MTs holdowns 0ait be Installed Hght to the sill Plain. v/ y Now predutrtt or Updated product Information are designated In rod. LA Ls� t; t t,; J i --t I ;.. LJ b . I $4} r fu C ii o r I USP Nail Anchor Strdp Mails Bolts at 1,33% -Stock No. Ref: INc-, PoltS5 N ji� 1-1 C. L CL Spaci.-Ig Poltss 1-4 Allowable Wills 160% Design. Load HTH T-1 L: nsu 3250 1 Od 37,30 4290 1472 42 1 W, 2, 2 k32) "Od t, I 1 U 2 1-318 1-3M 5370 0.125 (32) 1 6d HTT30 1 T (36) 10d 3 29-34 3-3!4- 1 -318 2-112 (1)718 i 7220J 220 (36) 16d 7OA 11*5 HTT50 7 42-516 3-314 1-3/8 2-112 (1) 718 X56 10d 9250 92501 16d . w-- 3 A 31 2 -*518 0S)A-O&x'- 1-1;2- 2695 28-75' T—Ta TIM 18 '11-314 22-114 3 1-11 '?-112 (1 3! -4 2 (8) 1 -0 d 1225 1390 "fig - L '— ­ L I L TIS20 LTT20 16d 2 20 3 �1 � I -V2 3-a,4 (1) V2 '1910 1910 11575 LTS2013' LTUDS -2 3 2 20 3 !-1!") 3-3.14 (1) 3A 1910 19110 07) —16d :TI -2 (211,12 --- 1575 (10'i lod x 1 I - F4 1,172813 i 10 3 2-MIJI 27 1`Tf2 -' - —M 3-) —4 T4—')1t/463S 4635 2570 3085 1 fl NITS _ ;' s 278' N 2 (2-4) 1 6d - fl Alloz-able loads have been incr(-as--�d 'A; i 3 , e or 60% Id r ,vi in d o r sei sm ic loads; tic) further increas e shall be permitted. Minimum nail embedmatit shall 1-1Q - for 100 11,111s and 1.518" for 16d nails. Bolts require a minumum length o=1-1 2- in vertical member for the listed loads, 3" For TATS2713: 15d sinkers or 1 Od common nails may be substituted for thespecified 16d Con In i on nails Provided the listed allowable loads are reduced 151%. 4), 116d sinkers may be substituted for the specified 10d common nails with no load reduction. 5) The designer must specify anchor bolt type. length and embedment. 6) DeffecUons are derived from static, mcnotoaic load tests of devices connected to DF -L wood in -embers vvilih specified faslerfers. 7) HTT hollcrowris raised off of the sill rtlate may have higher deflection values. 8) LTTI. US, and MTS holdlovins shall be installed tight to the sill plate. New products or updated product information are designated in red, ob ducturs-en injiud, r7l lzz instanation Typical MTS279 installation w I 3/4i ILIA L L I LIJ CL Bolts 130fts Must be ordered -itepai sly. Orra.,ge 22 for available sites. HTT161JqT7"22 ssiinliaj- H1Tr3O MTS2i� Steel• Ciaugo Dimensions Fastener Schedut� Allowabie Loads UP Nail . . -Stock Na. Raft. No, Plate W' L - 0 CL $pacing Atiolit?r Stip suits' 14 Mail$ abliji— at 133% Ahowanio Nails Solts IV,,* .Igo% 3�a"Y' 18.0% Design Lost' NTTIS 2-1/2 15 518 2 1-3/8 1 N4 1 (181 IOC! led I 22W h'"1212 147 22 101 2-1/2 21.1,n, 2(W) 1-3/8 (131 10d 53, 5370 0.12u H 1710 7 3.V4 -affi 2.112 t1 .rC --L: -- -�7, 70 72-n 'PD-1lad I 0.'1:3 H750 7 3 42-5116 3.,Y4 1.318 2-112 11, ­Mq 1 91146 D"I.0 WSPI LTT131 16 .3 1 3.514 31 1.3/8 3 - -1-1.-3/4 M) 16d (I) 518 0,110 LTT19 16 3 2'-1/4 3 III 2-112 —(1)3/4 alas LTS20 LTUO 12 3 2 420 few 1910 1910 (id)10d X1-111? LTG 601 1.7.10B 12 3 2 20 �i [1-1!22� laid � 1575 1890 1910 Iola 0.120 lill�SVEP-. M�TT2?8 10 3 2-1/16 27 j:] J�l 110) -V2, 10dk I 1 260 1 15 1--- 157$ USO 0.1211 1,1120 .. g - L_.1 (2-4) 10d 1) Agm—,'g loajS have 33-1.1% or 60% for wind or sgsmiC loads: no further JA31 570 3039 PAIS 2) Minimum Hallth embodmant shall be for lod nails end 1.5/8- for Ifid nail., 501ts requim ! mrdlrlull fsngtn of 1-1/2' in vertical rharrher for the listed bads. J) For MTS278:1 fid sinkors or lCd common nails may ' te subrAilutOd for the spactihad Ida cig,,Lmor privided Ow lls!tid 8i1vw:ibjP lrxig,, are remvrpa 14'%. 4) 166 sinkers may be Vubstitul4d for the spe�dW 10d common nails with load -be $) no rad�cijon. des,'liner M= SPOCIN anchor 1101' We, length and embedment. 6; Deflections are derived front galiC4 Manol"k lqao tests of devk:as MWCted to DF -L Wyj-1 7) N; 1101downa ra'8#6 off Of the shl Plate May h3va higher deflecljozi pe faj;ejjt;r vgug5. 8) Lri 1, LTS. ano MTS holdowns shall be Installed tlaht to the sill plilta. NOW PfOduft of updated product Information are designated in rad, tit %I .,I I USP IV Nail Anchor Na is BOUS 'tit -113% Rot. I Stock No: 110 :.J L �O aelng Bolts 5 ZS4HIO Allow- P Nails Boll's 133514 4/0 00sign, Load Nd I HT 1 =-'i HTTIIG 7C 1 0 8) if, j '312 'a 1 3-0 -2 1 -1,8 nao I i hq4i -1 6d -2 2 (32) 110d I U 24L -112 2 1 -31t8 1-314 '22 -j 1HTT 21 5370 5)7 0 16d (36) 10d 3 29-34 3-�!j H-1 13 0 7 314 1 -,"M 2-1/2 0' 7.18 7220 MO (36) 16d 0.125 HTT50X56 1Qd 42-5,16 3-314 1-318 > 2-112 (1) 718 9,251) 9256 (56).16d LTB jj 18 ......... r— T _LTTI�f 31 3 (1)518 0 8) - 28 ---- -- -- 17 -.3 X-- 1112 205 -75* 22-1,14 3 1-112 -V2 2 33 fj LTT 19 11-34 2 (1) X4 (8) 1,Ud 1225 1390 LTS20' TT20 1 -12 (1) 1�2 101 16d 2 20 3 i9lo 1910 I-V2 3-a-14 U125 410 . )10 IR5 D.120 OBI UY T20B -12 3 1910 19`10 L 2 VA N� I-- '0 3 t t1.1d5 V, t2111112 -112 1-575 1-189D 27 2- 2 1- (1) 3iqi (24) 1 (4)) 11 (10" 10d x 1 ,4-ATS2 8 I-ATT2813 !0 --3 72 I :,I A_ /2 4*Z15 2570 1 3ft 1 Allo _±_11 - i 11 viable load.s have been ',-",3-4;3�-�-orC.O%fc-r�l,,ind or seismic tic) further Increase shall be permitted. 2) Pginiimum nail embodaient shall, lij� 1-'112" for 10d nails and 1-518•' for 16d nails, Bofts require a minu murn fen qth o. I - 1 T in vertical member for the Usled loads. 3"? For MTS2713: 16d sinkers or 10d common nails may be substituted for the specified 16d gammon nails provided the listed allowable loa ds are reduced 1 5"--� 4'j 16d sinkers may be substituted for the specified 10d common nails with no lead reduction. 5) The designer must sPeCJjN anchor bolt lype• length and embedment. 6) Deffetfions an, deritvedfrorn static, mcnotoMc load tests of devices connected to DF-L wood members v.-Ith specified fasteners. 71 H —IF holdowns raised off of the sill Mat,- may have higher deflection valites, 8) LTTI, LA'S, and MTS holdowns shall be installed tight to the sill plate. Now products or updated product informatlon are designated In red, -"". TECNNICBI T0IIC3 Form No. TT -077A NARROW GARAGE WALL BRACING FOR ONE- AND TWO-STORY HOMES Page 1 of 2 New portal frame designs, developed by APA, have been tested to show bracing performance that is comparable to existing code -permitted bracing for residential struckK" (APA Technical Topic TT -073j. There is a frequent desire to use narrow wall designs without hdd-downs at garage door openings. According to the code, In the louver seismic regions of the U.S., 24-h narrow wall designs can currently be applied with no hold-down devices when the hone is fully sheathed wilt wood struckoW p (see Sin R602.10.5 of the 20M International Residert6ad Code). One drawback. however, is the this application (see IRC Table 8602105 footnote b). The limitation rory liTnitatian for restriction since many dweUngs have a second story over the garage represents a sign�icant APA conducted a series of tests to justify expanding no -hold-down portal frame appiicafion recommendations to two-story dwellings, where the portal karne is applied to the first story in a fully sheathed structure in areas with low seWnic risk (APA, 2003). Results of this test Program shown that 16 -in --wide portal frame designs. with a 6:1 height -to -width ratio as measured at the vertical wall segment, performed comparably to wall bracing systerns currently accepted in the IRC for use in any of three stories of a fully sheathed structure. APA tests show that the portal frame segment depicted in Figure 1 provides bracing -lel performance that is comparable to IRC bracing permitted under multiple stories. Use of the ev detail shown in Figure 1, however, should be limited as follows: • Use next to garage door openings only. • Apply to the fust story in residences of up to two stories. • Completely sheath the structure with wood structural panels and use wall corner detailing as shown in Figure 1, per IRC Section R602.10.5. • Use only in Selma- Design Categories A -C, and limit to wind speed regions in accordance with, t306tconventionaf cOnsbuctiOn runhations shed in the IRC. References APA, 2003. Testing a Portal Frame Design For Use as Bracing in Fully Sheathed Structures. APA Report 7200348. APA —The Engineered Wood Association. Tacoma, WA. Technical Servicers Division November2003 0 2003 APA The Engineered Wood Association Bacea a APA hes no omhol over gmMy of wort p or &a ccRWr=m onderwhfdr � 11 `m- ter �xof�t d, wt ty reaa + ora am Pn*s =w tomum aomPtiarmvftcode• ,�wrdpotammmrequhemMts h�'0cWJuidhcfi0"errdesign 7011 Sorra 191h Street r Tacoma. WA 98411-0700 Telephone: (263) 565.6600 a Fax Ah mW. PSM 565.7265 • 2004 METRA coNTRACTOR UPDATE • �1trylE� ��3 286- 55% Foml Ti -077A Figure 1. Recommended construction details for APA portal frame bracing without hold-downs Page 2 of 2 EXrENrOFF1EAOER A . .. ° Am r x112V NET HEADER ' • StEATtOVG flLLER • • •' IF NEEDED TO FASTEN TOP KATE To NEAM WITH rao 1® SINIGER NAILS W 2ROWS@3'0.C. ROSS OF 16D SINKER NAM AT 3' (XC. TVP. 1000 LB STRAPOPPOSITESHEATHNG OIL (2)2x4 10WL8HEADER STRAP FASTEN SHEATHING TO HERDER WITH So ' 7L COWNDN OR GALVANIZED BOX NAILS IN3'GRID HEXW PATrERNASSHOWN ANDTO.C.INALL 3f MKTHKZNESS%VOOo IF FRM4NG OnWS� SL-OCIUN43� AMD SOLS) TYP. STRUCTURAL PANEL WIDTH BASEXION 6:1 HEMW TO -WIDTH RATIO: SHEATHING ri1R 929' HEIG HTAQN. WIDTH - 2d . FOR W FIF I1 M9LWiDTH=16'.ETC MK( 4FRA NG TVP. WN. IX2W FORA PANG. SPLICE (IF NEEDED) EDGES SMALL DE >RACKED.AND OCCM WD)8N 24' OF IWD+IBGHT. ONF ROW FRAMINGFOR OFTYP.SHEATHQNG_'rO.FRMW.-NAILING ISRE01AR p, 4 �� GY��W� IF 2X4 BLOCKING IS USt37. THE 2X43 ULIST 8E NAILED 88A� TOGErFf6t WITH 3160 SINKERS IMO �IOKNM1)� ARK 21,07MV PLATE WASHER !IO NAIL O B IK 1 AHGHOR BOLT PERCO)E . - { � r. 3 C CAN AL1 i t A PANEL EDGES 4 NOT PART OF FTtAAE PORTALFRAIa Wal WALL. 4 A SECTION FRANT FVATICMI SSGMENTTYP. AMELMMUM_S3RlIER FRANIfArG DETAB. 7011 South 19th SUeet. P.O. Box 11700. Tacoma. WA 98411-0700 Takwhone. (253) 585.6800. Fax Number. (253158.5.7265 CITY OF FRIDLEY City of Fridley 6431 University Ave N1✓ Fridley MN 55432 (763) 572-3602 or Fax (763) 502-4977 Water and Sewer Permit Application ❑ New Connection Existing Rtility Line Repair/Reiecation ater and Sewer Connection Sob Address: 64 3 —S Name of Applicant (Plumber): Name of Property Owner: 'Z o st-, A Existing Structure Permit # ®t Permit Type: Sewer Fee: 11.5-0,00 Water Fee: e o Meter Fee: Repair Fee: _ Relocation: State Surcharge: SAC Charge: Special Assessment Fee: Total: $ Applicant Signature; Inspector approval: Water Meter r — Weekend & Rolida $125/&6ur Water Connections Pemit $50 Sever Connections Permit $50 Ins tion Fee for Witer/Sewer Lino ReDair $40 Special Assessments See Engineering Cost of Water Meter See Utility Billing SAC Char a $1450 State $Wchar e $ .50 Water Tap See En ' eerin 04/04/05 AUG 18,2005 01:05P TOTRL P.04 page 4 .t t CITY OF FR I DLEY City of Fridley 6431 University Ave NE Fridley MN 55432 (763) 572-3602 or Fax (763) 502-4977 Water and Sewer Permit Application ❑ New Connection ❑ Existing P. 04,04 C) D [❑ tility Line Repair/Relocation Water and Sewer Connection Job Address: (& 4 3 jj C.., -- Name ;!Name of Applicant (Plumber): Name of Property Owner:�— Existing Structure Permit # 0 10 q Permit Type. Sewer Fee: V'6 0 Water Fee: z o Meter Fee: Repair Fee: -- Relocation: State Surcharge: SAC Charge:_ Special Assessment Fee: Total: $ - Applicant Signature: Inspector approval: 1®/. 00 Water Meter Repair— Weekend & Holidays $125/hour Water Connections Permit $50 Sewer Connections Permit $50 hispection Fee for Water/Sewer Luis Repair $40 Special Assessments See En ineerin Cost of Water Meter See Utility Billing SAC Char a $1450 State Surcharge $ .50 Water Tap See Engineering 04/04/05 AUG 18,2005 01:05P TOTAL P.04 page 4 AUG -24-2005 11:40 CITY OF FRIDLEY a C� r` e PLUMBING RESIDENTIAL APPLICATION (.-,Ity of Orldfia r cog • P rmit N Der i ReCe�v 8y Dake- Rec ived NOTE: IF PROPERTY IS NOT OWNTERJOCCUPIED- A LICENSED CONTRA - OR MUST OBTAIN THE PERMIT y DATE YOUR E-MAIL r��ESS_ SITE ADDRESS —101 . 3•. __Q �l �l1 i` {^ THE APPLICANT IS: tC CLE ONE.) NAME -I••+-I��-�!3�-_......_..__--�.—.� { PROPERTY OWNER/ TCNANT Alyn ss� � J !tea �, l lcd r CITr _--TAT PrP_^Gzq, ADDRESS � j V-"(���UCERSE fln--Q Lao CONTRACTOR t— —,_ trtTY PE93h91TTY'.aE �&t�,LE i"a�t11,>' TWO FAMILY _ q �—TOMHOUSE p TYPE OF WORK H NEW O REPI.ACEdU(ENT DETAILED DESCRIP3 i®N OF ti>FORI< 5-�-� -YL ...— -� FEES ARE SASED ON �, }.00 d'Ei2 ?=!KF; Pik � � � � , SXCE, , WWf?Fr I i OTF / V Fjl') 6 ARIES: ;INDICATE TOTAL Nii;; aV R OF EACR) BATH IIVK(LA4FLOQR Qf�2f dS -sFlr�WF'q gM1+ATE„4 PIP-'1',!G BATt�YUE -GAS PiF'IIS (Need ;i y i.;cclzse)--SIfJII�i6 1EJG POOL— WATER SOFTENER (835) CLOTHES WASHERiCsTCIiEc� -WK f: OS'ET---SACKPLOW P?P41. (S'd5) 1 DISHWASHER �1�+�j1+-Zr, —2:.AUfZRY TPAY ,�.,_I VATE'P HTR ($35) FOR IRRIGATION' WATEP% METI_IZ O6 iER 4 Fernrift Fee $ O M11NI'dlf um: SA95.00 or 5% of cost -of the improvement -which. ever is Plans Review � --� greztOr SDS", work fess then $300 'a Surcharqe TOTAL DUE .� s� •_ Make cheeks payable t©: Ciq aF Frid?ey �.:._ - THIS BC APd Ar+;ra! .B�_A7➢Oiv F46� n PeIZGtt'7' - eac�T V,ALOQ cti�IYBB. f'Gif'rCL�SED I hemby epply fpr a plurnt)inq permitand 1 acicnowteCg® hal the infcensdan above is ccmpfete and accurate; :hat the Mork Mil be in Conformance wiw id :he ordinances and wded of the City of Frid;:y and v,?h the Kn,esota 00ristrucdon Crudes: that I understand this IS not a permit but ar:ly a -s it zppiication few a permit and tiworl is not to exort without a Permit; that the wr rk will Le in a; m-rJan0s, wftn ine approved plan; in Vie ose of all work 'Alrh Sok drea *(*w 2nd 89Pr0vai of plans, NIAIVE OF APPLICANT t'Ieuse t}p� or ;ar�rq_ _M_...._.. .• li '113NATURE OF APPLICANT 1"��•C•�t� (i� (/ $-PF'1� / V. D ri r .L .. r+��.w...w_w .. R—t J. 2 r^ -y n TOTAL P. X) z0 3Jbd H V JNIlawmd l�1amn 886Z9LSE9L 8E �EZ 5002/bZ/80 08/24/2005 13:36 7635761988 LIBERTY PLUMBING & H PAGE 01 14, -1 yv .1 vy�tK LV,) ) t. ". 5) J Building Inspections 763-572-3604 DATE 0 SITE ADDRESS THIS APPLICANT IS: PROPERTY OWNER/ TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE WITH APPLICATION PERNUT TYPE TYPE OF WORK: Permit No.: MECHANICAL � RESIDENTIAL APPLICATION Received By: CITY OF FRIDLEY Date Rec'd:1 YOUR E-MAIL ADDRESS - j ❑ OWNER PHONE: COMPANY NAME: I L S "i- A CONTACT PERSON: STATE LICENSE #�^��cL� ADDRESSOG--��OD l PHOIdM'3 .6) -1,� ' LAOM SINGLE FAMILY ❑ TWO FAMILY i� w ❑ REPLACEMENT DETAILED DESCRIPTION OF WORK EXP DATE CITY FAX ❑ TOWNHOUSE ❑ ALTERATION/REMODEL STATE ZIP PER MS 16B.665 the permit fee is a minimum of $15.00 or 5% of the total cost up to $500.00, whichever is greater, for the improvement, installation or replacement of a residential fixture, excluding the fixtures. (This should reflect only the cost of labor ) Labor cost under $300 = $15.00. Labor cost between $300 to $500 = cost of labor X.05 = FOR PROJECTS WHERE LABOR EXCEEDS $500, FEES ARE BASED ON $10.00 PER FIXTURE, EXCEPT WHERE NOTED. FIXTURES: (INDICATE TOTAL NUMBER OF EACH BELOW) MODEL: �_J�2�-�_I�YY� r'�SSIZE/BTU CS®� Equipment Installed MFG' MODEL: 'R 64� D � Z, SIZE/BTU a'i 15 +C'i.� MFG: SIZE/BTU MODEL: _GAS RANGE/OVEN $10.00 A/C $25.00 _FIREPLACE (GAS) $ NEW GAS GRILL $10.00 AIR TO AIR EXCHANGEER $15 FIREPLACE (WAD) $35 $35.00 _GAS UNIT HTR $10.00 _BOILER $35.00 FURNACE $35.00 CHIMNEY LINER $10.00 GAS DRYER $10.00 POOL HEATER $35 00 _TDUCT WORK $10.00 GAS PIPING $1000 VENIII,ATOR $15.00 _ �.a...sx.:.�wc41*C'rfY Permit Fee $ Number of fixtures @ $10.00 —S_ x $10.00 = Surcharge $ .50 Number of fixtures @ $15.00 x $15.00 = $ TOTAL DUE $ Number of fixtures @ $25.00 x $25.00 = $ Number of fixtures @ $35.00 x $35.00 = $, State Surcharge = $_ Total = $ THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota -Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of al) wofk whi h re�evev�a d approval of p ;J n s. SIGNATURE OF City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977 REQUIRED INFORMATION NEEDED TO PROCESS PERMIT RESIDENTIAL PERMIT APPLICATION HVAC NEW HOMES/ADDITIONS ❑ EXISTING HOME ❑ MAKE-UP AIR REQUIRED FOR NEW/EXISTING HOMES 1. Combustion Air (See note below) .. r %:l �T nl; d fig e] IN IC Chapter 7 with MN Amendments b. Natural Gas or Propane/TGC Chapter 3 with MN Amendments 2. Make-up Air (See note below) a. IMC Chapter 5 with MN Amendments 3. Venting a_ Gas appliances IFGC Chapter 5 with MN Amendments b. Fuel other than gas IMC Chapter 8 with MN Amendments REQUIRED FOR NEW HOMES 4. Heat loss & cooling load per room a. Required on new construction IMC 1346.0312 5. Ventilation . a. Per MI,T Energy Code 7670 or 7672 6. Duct Design Per IMC 1346.0603.2 a. ACCA Manual D NOTE: Centerpoint Energy Mechanical Code Guidelines software may be used for combustion and make up air calculations 0 V� PIF/fi) /I NET SaiisFAMon From: JLampman To: Jamey Viger Date: 4/11121106 Time: 12:34:38 PM Page 1 of 1 "Quality You Can Trust Since 1886... From Technical ,Services North America's Largest hoofing 1361 Alps Road, Bldg. 11-2, GAF MaTEFMS Alanufacturer" Wavne, NJ 07470 C 0RFOR . AT 10N Phone: 1-800-7.66-3411, option 1 A .-A A A Mr. Jamey Viger 2955 Bunker Lake Blvd. NE Andover, MN 55304 Fax: 763-755-8889 Project: 2955 Bunker Lake Blvd. NE Andover, MN ®ear Mr. Viger: It is our understanding that GAF Materials Corporation Timberline® 30 Fiberglass Asphalt Shingles are being installed on the above referenced project and the shingles do not overhang the drip edge a minimum of 318" as per GAF Materials Corporation recommendations but are sealed with a bead of roof cement at the drip edge. The GAF Materials Corporation Shingle Limited Warranty against manufacturing defects remains in effect per its terms and conditions even if the shingles do not overhang the drip edge a minimum of 3/8" as recommended by GAF in the shingle application instructions. If you have any further questions please call us at 800-766-3411 Option 1. Thank you for choosing GAF Materials Corporation Roofing Systems. Sincerely, r, utra Jane Lampman GAF Technical Services + TRANSACTION REPORT +' APR -11-06 WEIi 13:28 + FOR a JAMEY VIGER 612117551916 + } RECEIVE DATE START SENDER PAGES TIME N13TE + APR -11 13.-216 GAF MATERIALS CORP. 1 11061, OK FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 • (763) 571-3450 • FAX (763) 571-1287 April 19, 2006 Jamey Viger 2955 Bunker Lake Blvd.NE Andover, MN 55304 Re: Final Inspection 6435 Starlite Circle Dear Sir: A final inspection was conducted on April 19, 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. 2. Provide a verified survey. 3. Maintain silt fence per City Engineer until the sod is established 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. Sincerely, DAV NSEN Build g Inspector DJ/mh FRIDLEY MUNICIPAL CENTER - 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 - (763) 571-3450 - FAX (763) 571-1287 April 19, 2006 Jamey Viger 2955 Bunker Lake Blvd.NE Andover, MN 55304 Re: Final Inspection 6433 Starlite Circle Dear Sir: A final inspection was conducted on April 11, 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. 2. Provide a verified survey. 3. Maintain silt fence per City Engineer until the sod is established 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. DAVE J,ENSEN Buildi Inspector DJ/mh Building BUILDING See Back Page for Fee Schedule Permit No.: Inspections RESIDENTIAL APPLICATION Fire Surcharge Received By: /6 � 763-572-3604 CITY OF FRIDLEY $ Date Rec'd: 763-502-4977 FAX $ $5.00 (State Licensed Residential Contractors) SAC Charge $ EFFECTIVE 1-1-08 Curb Cut Escrow $ -y DATE /a ' / ® 8 YOUR E-MAIL ADDRESS -l J a,= -49-I '` tynw 7- - %U" . ✓ SITE ADDRESS &,Al � 6- S` 4R J� 1 �AE d $450 Conservation Plan Review THIS APPLICANT IS: W06WNER ❑CONTRACTOR $ PROPERTY OWNER/ NAME: TENANT ,/ ADDRESS: ?-% -55 %y/(�^� .(A ,(dam CITY h/e 49 4,4,', STAT ZIP 6 d $ PHONE: q 6p - Zo," "Y 2 2 - \ ,3 NAME: ADDRESS �" "" CIT/ --J STATE ZIP CONTRACTOR SUBMIT A COPY OF PHONE FAX � YOUR STATE LICENSE STATE LI �E r P DATE PROPERTY TYPE " .❑ SINGL ' ,!t LY/NEVY CON TRUCTION PTWO F..,,, I�,, /NEW C,,ONSTRQCTION G. - STOR PERMIT TYPE Af?DITI ` 1� ,' GARAG7' WINDOWS Y B"iAEM `T I' ❑ROOF '" ❑ DRAIN TILE DE{ ` 13 S ❑OTHER WIMMING L TYPE OF WORK: NEW Hb:CONSTRUCTI --- fa ITION " 44 MAINTEN `CEIR�1EPAIR REMODELING DESCRIBE WORK BEING DONE: ie,4&4F- 1 // SIZE OF IMPROVEMENT LENG7 H e-7— (.� ' ;' WIDTH 2- HEIGHT ✓ SQ FT J ROOFING ❑ HOUSE ONLY BASEMENT REMODELING SUBMIT: NUMBER OF SQUARES ❑ HOUSE & GARAGE 1. Existing Floor Plan GARAGES ❑ ATTACHEDGARAGE 2. Proposed floor plan PROPOSED SIZE:® V DETACHED^GARAGE 3. List of structural members to be used. PROPOSED HEIGHT:_ FOR NEW CONSTRUCTION INCLUDING DECKS, ���,� S VairllVinyl Soffit ADDITIONS. & PORCHES SUBMIT: Aluminum Trim 1. Site Plan/Survey showing the existing structures and proposed project. ❑ Other Fascia - 2. Two sets of construction plans WINDOWS <` -27)56 3. Energy Calculations IN EXISTING OPENINGS []Yes ❑No DATION OFWff OR FOR NEW OPENINGS -DESCRIBE SIZE OF OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED NUMBER OF WINDOWS ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: (USING THE 1997 UBC FEE SCHEDULE) TOTAL JOB VALUATION $ OCCUPANCY TYPE Permit Fee $ See Back Page for Fee Schedule Plan Review $ 65% of Building Permit Fee Fire Surcharge $ .001 times the total job valuation Surcharge $ .0005 x Permit Valuation Minimum $.50 License Surcharge $ $5.00 (State Licensed Residential Contractors) SAC Charge $ $1825 per SAC Unit (Plans to MWCC for determination) Curb Cut Escrow $ ft + 6 ft = ft x $21 = $ Erosion Control $ $450 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement necessary (,.) Non Necessary ( ) Total Due $ Make checks payable to: Ci fy of Fridley Attach Stipulations THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit on site; that the work will be in accord with the approved pan in the case of all work which requires review and approval of plans. SIGNATURE OF APPLICAN PRINT NAME 9;; 4 eU ,� 4� !1/;&s DATE 61—']-09 APPROVED BY DATE Page 2 - Building Residential Application BUILDING PERMIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to -wit: TOTAL VALUE FEES $1 to $500 $23.50 (Minimum Fee is $23.50 plus surcharge) $501 to $2,000 $23,50 for 1' $500 plus $3.05 for each additional $100 or fraction, to and including $2,000 $2,001 to $25,000 $69.25 for 1' $2,000 plus $14 for each additional $1,000 or fraction, to and including $$25,000 $25,001 to $50,000 $391.25 for 1- $25,000 plus $10.10 for each additional $1,000 or fraction, to and including $50,000 $50,001 to $100,000 $643.75 for 1' $50,000 plus $7 for each additional $1,000 or fraction to and including $100,000 $100,001 to $500,000 $993.75 for I" $100,000 plus $5.60 for each additional $1,000 or fraction to and including $500,000 $500,001 to $1,000,000 $3,233.75 for the 1' $500,000 plus $4.75 for each additional $1,000 or fraction to and including $1,000,000 $1,000,001 and up $5,608.75 for the 1' $1,000,000 plys $3.15 for each additional $1,000 or fraction VERIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the existing foundation will be required before proceeding with the framing. New Houses Only City of Fridley Building Inspections Department 6431 University Avenue NE Fridley, MN 55432 763-572-3604 Fag: 763-502-4977 C7. N, I— Q 00 U-1 >Fq I F- U -1 F- CJz F7 ®m o v e a �� ti 0 Go co cc � � r I 6- 0 Go co cc � � r I 6- F— 0 00 /d :J) ---C 0 S I'D D -1 q63 4 0, 564, , 3 .- J 2� 5 za -�— �l sLI7,4L. 3 —3 6--5--,;z 4�� 74(0,3-2,09-:2412Z, q3S *Nl '�C civilcill� S89°40'15"E 180.04 119.00 BUILDING _ ENCROACHES Lo ACROSS 6g 6� r — A LOT LINE c� �9�, S68 �9 N 22.38 �• 8�4 �/ LJ O Lo �. N o EXISTING DUPLEX �s ry. c ��� 10.65 8 05 0 OS 14.33 2� 09 o� 10 2� 09 9 6s Z fij� ^CO i ! J L=16.57 A=18 °59' 19 \ X8 76 S9'7.q R, 50 00 \ \ 3 Cy RR 0-/"5'23,34,,W �N32.5,1 75 23,34 w STAR LI TE CIRCLE BEARINGS ARE ASSUMED SCALE IN FEET 0 20 40 Charles Michael Company, LLC Number Date Revision By PLAN NOTES OR GENERAL NOTES: • IRON MONUMENT (FOUND) THUY BUI DEW CORP 2955 BUNKER LAKE BLVD NE ANDOVER, MN 55304-72055 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 Land Surveyor under the laws of the State of Minnesota. Print Name: WalterJ.Grecory Signed: Date: 5/5/06 License Number: 14869 engineers Bismarck - Detroit Lakes - Fargo - Minneapolis - Sioux Falls 5201 East River Road, Suite 308 Minneapolis, MN 55421-1027 Phone: 763.571.2500 Fax: 763.571.1168 Web: www.ulteig.com Drawn By: Aaron Hofstedt Checked By: Wait Gregory Approved By: Walt Gregory (t� AS -BUILT SURVEY OF: 6433 STARLITE CIRCLE NE FRIDLEY, MINNESOTA 55432 DIMENSION PLAN Project Number: 00-7447 ,2006 Data: May 5, 2006Sheets: 1 of 1 AS -1 �O mum Setbacks: J Front Yard: 35 feet Side Yard: 10 feet EXISTING Rear Yard 25 feet Z BUILDING0 0,� I q (f) ��� Z W M �asnNc HYDRANT J Q BM= 94.60 TNH 1�Now a 2 • jib lay e., Him z ilst LEGAL DESCRIPTION: LOTS 5A AND 5B, BLOCK 1 DOTY/WELLNER ADDITION I of 2 ANOKA COUNTY MINNESOTA ,,,, m 00-7- SLAB ON GRADE EL. = 98.0 TOP OF BLOCK = 98.0 GARAGE FLOOR =,96.3 for CHARLES MICHAEL C EXISTING BUILDING �.� to �- L� jC4,AIJ) - F9-971-1 Proposed Elevation 99.06 Existing Elevation SCALE: I " =30' Location: City of Fridley Orientation of this bearing system is based: North Line of Block 1, DOTY/WELLNER ADDITION uhi�h k-- CRO°AO' I r," V 99.1 99.06 1 100-3 100.02 100.27 O 99.88 x F96-51 27 97.0 0 9 x Sb j L I x97.5 x97.5 2 N PROPOSED 0 HOUSE p A p PROPOSED FFE 98.0 CD' HOUSE FFE 98.0 96.3 \ 95.56 GARAGE \ I 96.3 rn 95.58 Q 6,2 GARAGE O 94.77 �O �ryh ,a cO 45.8 >k� 95.00 ^J 93.0 �h 5 \ v 2.83/,��� R, 3.72 92.6 5 91.82 00 v 2.62 (J 91.67 \ El EXISTING R SANITARY c/�� ZZ ��T� p,� BM MANHOLE / C INV. = 82.59 CERTIFICATION I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I ANTI CI IRVFVfTR IINIIFR TNF I.A dIQ OF THF CTATF nr