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PRE 2010 DOCSSUBJECT PERMI City of Fridley G 17862 AT THE TOP OF THE TWINS BUILDING PERMIT r � RE 1 ' COMMUNITY DEVELOPMENT DIV. r 1 PROTECTIVE INSPECTION SEC. 1 I { CITY HALL FRIDLEY 55432 L NUMBER REV. DATE PAGE OF APPROVED BY 612-571-3450 910-F15 2/25/851 JOB ADDRESS 1060 - 67th Avenue N. E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 7 2 Brookvi.ew 2nd Addition (Es. S. 100') SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE J. A. Menkveld & Associates Inc. 1299 Mississippi Street 571-4577 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 8 USE OF BUILDING WIRING, EQ (REI) Residential HEA 7 CLASS OF WORK pq 1.3 Ai%0pr 1 '- ❑ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ M VW1 -,AEMOVE X 8 DESCRIBE WORK Construct a 361 x 351 Dwelling and a 201-x 201 Garage 9 CHANGE OF USE FROM TO STIPULATIONS provide a hard surface driveway. Provide sod in the front and side yard Provide City with copy of verifying survey ke before capping. Owner to provid own sewer laterals prior to installation submit sewer plan for City approval. No walkout until drainage plan is approved. Lot easement signed and returned. WATER & SEWER LOCATION: No Services - Owner to Provide ra '� THE C1--y , I Before digging, C311 IVA IJtlli s. TELEPHONE m ELECTRIC GA) C :.` ,�. LVYi.�V }Tp�� QQQ®. 1{�$q (j�� LAV, REQUIRED BY L"e'atT tit}�,, ��t ) i off I t p'- �. �� n ', 1�Lt���Y 0i: ON Fe`d1 �iit;'irillviV 01IG Sf7Eoi9`.i :ii0U SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 ISTALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $51,500 $25.75 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES N T PRESUME TO GIVE AUTHO Y TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE L LAW REGULA NG CON- CON- ROVISI NS NY OT ER STAT ORdRUC $289.00 $425.00 UCTI N R E P RMANCE OF T LAN CHECK FEE TOTAL FEE $ 72.25 $812.00 A R T ACTORO UT DAGENT DATE( HEN PROPERLY VALIDATED THIS IS YOUR PERMIT 11 $iGNAT EOF OWNER tlF OWNER BUILDER( (DATEI BLDG W$P OAT NEW [ City of Fridley Effective 4/1/84 ADDN. f R-1 AND R-2 ALTER. [ ] Building Permit Application Construction Address: 10(00 &7� A j P Legal Description: Ln- e--)7- 'ZN D Ap'd t Owner Name a Address: -a A t v�a�1lLJ S1 -b S © C)C- Tel. i (' W17 Contractor: Tel. # Address: 1�qQ '`SS SSS 1� Ste"' LIVING AREA: GARAGE AREA: DECK AREA: OTHER: Attach to this application, a Certificate of Survey of the lot, With the proposed construction drawn on it to scale. Length S(C;, Length Z Length DESCRIPTION OF IMPROVEMENT Width 3 Width z.kf) Width Height Height Hgt/Ground Sq. Ft. Sq. Ft. Sq. Ft. Corner Lot [ia Inside Lot [ ] Ft. Yd. Setback ��� Side Yard Setback 24 Type of Construction: �� 1l1 � Estimated Cost: $ fb�� Approx. Completion Date:' I Alt. A Alt B Proposed Driveway Width If New Opening Is Desired: 1(=:' See Back Page for Explanation DATE: APPLICANT*--1TY Tel . # USE ONLY Permit Fee $ Fee Schedule on Reverse Side Plan Check $ 25% of Building Permit Fee State Surcharge $ $.50/$1,000 Valuation SAC Charge $ $425 per SAC Unit Park Fee $ Fee Determined by Engineering Sewer !lain Charge $ TOTAL STIPULATIONS: \ Agreement Necessary [ ] Not Necessary [ ] go- zt (J'(Tw b G^ pQ.u;X 4ro AL *Vj ?(Z0W%oej owjj Sew ems. yN vp u0 IOC— C.sj-y app pbvooc•. 1erco � SC WL K OUR AJ ° w OLM.o oaaia pt v ul }J c> (Z -T - +� DKV ILau-) 13 4-. 0 4- 3L -Z vi aD . S 1ew): Y EASE. l o Ilp". 2 cue Rs bita�.-r Dk1t� E,RRAC� L)60dl p0L �)ROOY-VIEW Z]D Al g F 5.35 �ex«Pr "T�►s- 5 I DO i N 6� ld::ADsE 76' 7°• 7O I AS "4L� DRwv 2 cA.a JTti.LTY MASE, N 134. zG One* W460L �2 own e — c CA r J J Xt P,y CITYOF FRIDLEY CIVIC CENTER • 6431 UNIVERSITY AVE. N.E., FRIDLEY. MINNESOTA 55432 • PHONE (612) 571-3450 July 15, 1985 J. A. Menkveld & Associates, Inc. 1299 Mississippi Street N.E. Fridley, MN 55432 Re: Final Inspection at 1060 - 67th avenue N.E., Fridley Dear Sirs: A final inspection was conducted on July 15, 1985 of the above address and the following items were noted which must be completed before the structure can be finaled: 1. Provide sod in the front and side yards by August 15, 1985. 2. Provide an adequate means of drainage for the rear walk -out by August 15, 1985. 3. Provide products of combustion alarms on all sleeping levels by July 31, 1985. We will expect the above items to be completed by the scheduled dates when reinspections will be conducted to determine compliance. If you have any questions on these items, please feel free to contact me at 571-3450. Sincerely, DARREL G. CLARK Chief Building Official DGC/mh r 7, FMDLOEY CIVIC CENTER •(,.131 UNIVERSITY AVE. N.E. FRIDLEY. MINNESOTA 55432 • PHONE 1611) 571.345„ August 7, 1985 Mr. Jack Henkveld J• A. Henkveld 6 Associates Inc. 1299 Mississippi Street N. E. Fridley, M1 55432 Be: Drainage- � at 1040 A 1060 67th Avenue N. E. , Fridley Dear Mr. Menkveld: The City has taken some field serve the walkout at 1040 Y elevations and has determined that information - 67th Avenue will got properly drain; gathered it can Mt be graded to drain. from the You must correct this situation before the house may be occupied. The City will not issue you a rW more permits before it is corrected. You must submit to the City the solution you plan to implement before You commence this project. The lot at 1060 - 67th Avenue will drain, however the grade along the west property line could have been altered slightly to provide better drainage out to the street in front. You may recall that th,?se walkouts were brought to your attention prior to their construction. If you have any questions on this matter, please feel free to call me at 571-3450. Sincerely, DARREL G. CLARK Chief Building Official D3 Cl ri: CC: Hr. Hark Burch, Asst. City Engineer e Ito re --r- K ca to 13 4-.4f> 4 �j AjPt�f,izt Dkt _ PAc,£ �60pt u0 os 1 � 1 1 p '� [LS►�I-i is t -T �6Z\� E 7a• I -P;- . of DoT i 3t_ 2 , —P)ROOKV l•EKI 2.iD (EJ-cEPr -T m- 5 loo ') [/ SUBJECT P 0. City of Fridley AT THE TOP OF THE TWINS BUILDING PERMIT iT�� r RECEIPT NO. I • ������, COMMUNITY DEVELOPMENT DIV. I ; V - C r � � PROTECTIVE INSPECTION SEC. CITY HALL FRIDLEY 55432 I.J NUMBER REV DATE PAGE OF APPROVED BY 612-571-3450 910-F15 9/23/9 JOB ADDRESS 1060 67 Avenue NE 1 LEGAL LOT NO. BLOCK TRACTOR ADDITION SEE ATTACHED DESCR. pt 7 2 I Brookview 2nd Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE John Beaulieu 1060 67 Avenue NE 572-2373 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 10' x 12' Shed 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. SEPARATE PERMITS REQUIRED WIRING, HEATING, FOR PLUMBING AND SIGN& TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED @ $•50 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $700 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING COW $26.50 Fire SC $.70 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTAL FEE $27.70 $GNA UR� C "R ORAUTHORIZED A NT � IDATEI WHEN PROPER VA/L,_ID TED THIS IS YOUR PE��� /V/i/G•NATUREOFOWNEROF BL INNSSPP ZOATE OWNER BUILDERS IDATFI [/ NEW [ ] ADDN [) CITY OF FRIDLEY ALTER [ J SINGLE FAMILY AND DUPLEXES R-1 AND R-2 Building Permit Application ConstructionAddress: Legal Description: Owner Name & Address: Effective 3/l/96 Tel. # oZ" �L Contractor: n (F- V— MN LICENSE # Address: I d -'? All 4yft- %) I_ Tel. # z;72-2-3 Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF EMPROVEMENT LIVING AREA: Length _44k Width gL • Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: d Corner Lot K Inside Lot. [ ] Ft. Yd Setback Side Yard Setbacks Type of Construction: _!5+U. '5 h r- I Estimated Cost: $ 6 © � Approx. Completion Date: (Cost on Back) Driveway Curb Cut Width Needed: F . + 6 Ft = Ft x $ _ $ DATE: / APPLICANT: Tel. # CITY USE ONLY Permit Fee $ Fee Schedule on Reverse Side Fire Surcharge $ , -/0 .001 of Permit Valuation (1/10th%) State Surcharge $ , g'Q $.501$1,000 Valuation SAC Charge $ $900 per SAC Unit License Surcharge $ $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Alt. "A" or Alt. "B" Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] TOTAL STIPULATIONS: PART'S LIST (Some wood parts stamped with letter or number to help identify them) (FRONT & REAR WALLS) (DOOR SUPPORTS & TRIM) ❑ 1 — Left Front Wall Panel ❑ 1 — Swivel Hasp (Hardware Package) ❑ 1 — Right Front Wall Panel ❑ 1 — (Part 2) Over -Door Interior Door Stop -2 x 4 x 925/8" ❑ 1 — (Part C) Over -Door Exterior Trim -1 x 3 x 50" ❑ 2 — (Part 4) Angled Interior Door Stops -1 x 3 x 173/4" ❑ 2 — Temporary Waferboard Scrap Door Braces ❑ 1 — (Part 5) Vertical Interior Short Brace—2 x 4 x 16 & 1/2" ❑ 1 — Left Rear Wall Panel 2 — (Part 6) Vertical Interior Center Door Braces— ❑ 1 — Right Rear Wall Panel 2 x 4 x 71" ❑ 1 — (Part 1) Horizontal Rear Wall Brace -2 x 4 x 46" ❑ 1 — (Part 11) Plywood Door Weather Strip—% x 13/4 x 71" ❑ 3 --(Part 3) Rear Vertical Interior Wall Braces -2 x 4 x 72" ❑ 1 — Barrel Bolt (Hardware Package) ❑ 1—(Part 5) Vertical Interior Short Brace 2 x 4 x 16 & 1/2" !E_] 8—(ParttiT) Corner Trim —1 x 3 x 42" ❑ 4 — (Part 7) Extender Panel Connectors -1 x 4 x 60" 4—(Part P) Top Roof Trim —1 x 3 x 42 & 3/8" ❑ 4 — Front and Rear Wall Extender Panels 4—(Part R) Lower Roof Trim -1 x 3 x 43 & 1/4" ❑ 8 — (Part 8) Corner Purlin Supports -2 x 3 x 213/4" ( SOFFIT) ❑ 4 — Purlins (Horizontal Studs) -2 x 4 x 925/8" 1—(Part 9) Vertical Interior Wall Braces, Front -2 x 4 x 70"L; 4 —Soffit Plywood End Supports (SIDE WALLS) 'El6 ❑ 2 — Soffit Interior Supports — (Part E) Soffit Face Panels -1 x 4 x 93%" ❑ 2 — Side Wall Panels— 3/8 x 48 x 45° ❑ 2 — Soffit Waferboard Roof Panels—% x 43/4 x 96" ❑ '2 — Side Wall Panels— 3/8 x 48 x 48" ❑ 4 —(Part 8) Comer Purlin Supports -2 x3 x 213/4" (ROOF PANELS) ❑ 4 — Purlins (Horizontal Studs) -2 x 4 x 92%" ❑ 3 — Purlins (Horizontal Studs) -2 x 6 x 92%" ❑ 4 — Roof Panels—% x 43 x 96" Side' Pan (HARDWARE) ❑ 1 — Hardware Kit includes 40 - 31/2" Nails, 6 - 3" Screws, 25 - 11/4" Screws, 21/2 lbs. of 2" Nails, 1 - Swivel Hasp and 1 - Barrel Bolt. Roof Panels (Shingles not included) Part C=Trim Part P Trim Wall Left Front Klgnt Front Extender Wall Panel Wall Panel Wall Panel Extender Panel FormCH1081293 1 - FLOOR SYSTEM (floor not supplied with Kit) (assembly surface for all 10' wide Huts) Floor Size -120" wide x 92 -%"deep YOU MUST BUILD YOUR HANDY HUT ON A FLOOR SYSTEM ■ Site preparation (1) Site must be properly leveled. (2) Site should have natural drainage to eliminate puddling under and around the Handy Hut. (3) Site should be covered with plastic film to discourage grass growth under the Handy Hut. 0 X V� � () I it nuur nn (095317-19470-2) 1A — Assemble FRAME of Handy Hut Floor Kit (optional) per following instructions. OR 113 — Construct CONCRETE SLAB FLOOR SYSTEM as shown. NOTE: ASSEMBLY SURFACE MUST BE LEVELED PRO show/ before starting -assembly of any Handy Hut. CONCRETE SLAB aas�e 10'0" FLOOR SYSTEM UM Slab Slze 1'a51e 4" Concrete Slab '. ... 7,85/8" 1B 10'0" Bolt or nail NOTE: If using a concrete slab, raise building Front °� 2 x 4 treated lumber plates up 3/4" over top of plate. Use 3/4" packing '= ; that support material as spacer. 241; frames and side panels to concrete slab. If using HUT 4' EXTENDER KIT or KITS, be sure to extend floor accordingly. If using 10' x 8' Floor Kit, floor can be extended with 10'x 4' Floor Extender Kit (page 4). You must use a 10'x 8' Floor Kit and (2)10' x 4' Floor Extender Kits to build a 10'x 16' Hut (you can not use (2)10' x 8' Floor Kits). SLAB (FLOOR) SIZE for Extended Huts 120" x 92%" (basic 10' x 8' hut) 120" x 1405/8" (12' deep) 120" x 1885/8" (16' deep) 120" x 236%" (20' deep) PARTS LIST ❑ 2 - Floor Bond Boards - 2 x 4 x 96" ❑6 -Floor Joists -2x4x891/2" ❑ 2 - Floor Panels - 48 x 92%" ❑ 2 - Floor Bond Boards - 2 x 4 x 24" ❑ 1- Floor Panel - 24 x 925/8" ❑ 1 - Pkg. of Nails 0/3 Ib. 21/2" Nails & 1/2 Ib. 31/2" Nails) EXTENDER KIT INSTRUCTIONS for Canterbury & Heritage Models � I 10'x 8' Handy Hut Purlin Truss on Handy Hut 10' x 8' Floor Kit, concrete slab or equivalent Support System N Please read the 10' x 8' Hut Instructions PARTS LIST (page 2-17) and these Instructions thoroughly before beginning assembly. (TRUSS SUPPORT SYSTEM) ■ Check all parts—if a part is missing, circle part in question on this page and call 1-800-221-1849. Ask for a customer service respresentative and they will assist you in getting a replacement part. Purlins The depth of a10'x8'Hut can be increased from 8'to 12; 16' or even longer using the 4' extenders. 0' x 4' ender Kit I' x 4' Floor ender Kit, Crete slab :quivalent ❑ 2 — Roof Truss Halves ❑ 2 — Roof Truss Peak Gussets — % x 13 x 16" (plywood) ❑ 8 — 2 x 4 Metal Pudin Hangers ❑ 6 — 2 x 6 Metal Purlin Hangers ❑ 2 — (Part 21) Side Wall Truss Supports — 2 x 4 x 461/2" ❑ 4 — Side Wall Plywood Supports — % x 31/2 x 461/2" ❑ 8— Purlin Extenders — 2 x 4 x 453/4" ❑ 3— Purlin Extenders — 2 x 6 x 453/4" (WALL & ROOF PANELS) ❑ 2 — Side Wall Extender Panels — 3/8 x 48 x 48" ❑ 4 — Roof Extender Panels — % x 43 x 48" (waferboard) (SOFFIT) ❑ 4— Soffit Interior Supports — 2 x 4 x 51/4" ❑ 2 — (Part 22) Soffit Face Panel Extenders — 1 x 4 x 48" ❑ 2 — Soffit Waferboard Roof Panel Extenders— % x 5 x 48" (HARDWARE) ❑ 2 lbs — 6D Nails ❑ 40 —16D Nails 18 CANE a ASSOCIATES LAND SURVEYORS, INC. /7720 Highway 65 N.E. Sodervi//e, Minnesota 55304 434-7646 AS-BUILT SURVEY FOR: J. A. Menkveld and Associates, Inc. DESCRIBED AS: Lot Seven (7), Block Two (2), Brookview Second, EXCEPTING the South 100 feet thereof, according to the plat thereof on file in the office of the Registrar of Titles in and for said County of Anoka, State of Minnesota. F 7 Ty A VE. NE. 41 v - - 215.58 3�06f CS r20.,/ 2X5 'Co &I" V' 4Z�\ Cj 141 7 r, ok i o Q i Q Qq / HEREBY CERT/FY 7vAr rHIs SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECr SUPERV/S%ON AND rNAT / AM A DULY REC/STEREO LAND SURVEYOR UNDER rH£ LAWS OF rNE STATE OF MINNESOTA. SCALE: / INCH- �� FEET. ` 0 DENOTES //2 INCH IRON PIPE SET. 0 DENOTES FOUND /RON MONUMENT. BEAR/NCS SHOWN ARE ASSUMED. ATE w d rL. 4 ^ /S 9ff REG. NO. 1225/ JOB NR By4/8 SEC. /j r. >o R. 2v CITY OF FRIDLEY INSPECTION DIVISION 6431 University Ave NE Fridley, MN 55432 572-3604 RATE SCHEDULE Residential APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES Furnace Shell and Duct Work, Burner - Also Replacement Furnace (Side Vent - Fill Out Back) Gas Piping (Needed with new furnace, but not replacement) Gas Rang yL l/,U� EA,/ - Gas Dryer *Air Conditioning - All Sizes All Others/Repairs & Alterations (UST ON BACK) 1 % of Value of Appliance or Work Commercial/Industrial 1.25% of Value of Appliance or Work PLUS REINSPECTION FEE $42.00/Hr Rate TOTAL $ 30.00 $ $10.00 $ $10.00 $ $10.00 $ $ 25.00 $ $ State Surcharge TOTAL FEE *Air Conditioners can not be placed in a side yard written permission from adjoining property owner. $ .50 $ o1S.S d Effective On January 1, 1999 JOB ADDRESS 106,0 - 6 �> 7�-4 /05�1e_ /L), �L The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes and rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. ,1998 OWNERiZ 1 BUILDING USED AS ������✓ ESTIMATED COST � �� PERMIT NO. DESCRIPTION OF FURNACE AND OR BURNER No. of Heating Units Circle One (Steam) (Hot Water) (Warm Air) Trade Name- l �) ✓y30 Size No. BTU HP _ EDR Fuel Total Connected Load Burner Trade Name Size No. BTU HP EDR_ HEATING COI 'ENT11�►TiON - �.��..�_�....".�4 S 25.00 r _' "` Wined By_�4 Approved By, r`WouL- �-�_ --- --FHt Ol1T BACK SIDE FOR Rough -In Date Tel No. -6-17 v� Final Date S I Remarks: List ALTERATIONSBeine Done: HEATING CO: Signed By: Date: CIMMY AND STACK VERIFICATION The undersigned hereby verifies that the existing chimney or stack: L Has been carefully examined Yes () No ( ) 2. Is free from rust or deterioration Yes () No ( ) 3. Has no foreign objects lodged within Yes () No ( ) 4. Is securely supported Yes () No ( ) 5. Meets all current Code requirements for size and total BTU's connected Yes () No ( ) 6 Has total heating BTU's of All other BTU's TOTAL BTU's 7. Has a liner been provided for water heater Yes ( ) No ( ) 8. Has combustion air been provided for water heater Yes ( ) No ( ) Remarks: List ALTERATIONSBeine Done: HEATING CO: Signed By: Date: CITY OF FRIDLEY INSPECTION DIVISION 6431 University Ave NE Fridley, MN 55432 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, 572-3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES RATE SCHEDULE Residential Furnace Shell and Duct Work, Burner - Also Replacement Furnace (Side Vent . Fill Out Back) Gas Piping (Needed with new furnace, . but not replacement) Gas Range Gas Dryer *Air Conditioning.- All Sizes All Others/Repairs & Alterations (LIST ON BACK) 1% of Value of Appliance or Work Commercial/Industrial 1.25% of Value of Appliance or Work Rate $ 30.00 $ 10.00 $ 10.00 $ 10.00 $ 25.00 State Surcharge TOTAL FEE MINIMUM FEE FOR ANY HEATING/COOLING/VENTILATION REFRIGERATION/AIR CONDITIONING PERMIT IS $25.00 PLUS THE $.50 STATE SURCHARGE REINSPECTION FEE $47.00/Hr *Air Conditioners can not be placed in a side yard without written permission from adjoining property owner. Effective On May 10, 1999 JOB ADDRESS ZQ,g �' a Ale- OWNER®i 1/� �• ��C,� ( f �_ L.l TOTAL BUILDING USED AS $ ESTIMATED COST l � PERMIT N0. %92 DESCRIPTION OF FURNACE AND OR BURNER No. of Heating Units ' Circle One (Steam) (Hot Water) ar Trade Name_ /7/90 )e' Size No.�t< BTU 0 0 ® C3.—HP EDR $ Fuei A_4—Total Connected Load Burner Trade Name Size No. $ BTU HP EDR $ The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes an $ .50 rulings of the Building Division, and hereby declares that all the facts and $ 5 5C) representations stated in this application are'true and correct. HEAT!CO d6"il`r Sign _ DATE Approved BRough-In Date Final Date 1. Has been carefully examined Yes M No ( ) 2. Is free from rust or.: deterioration: ::: ~ Yes *04 No ( ) 3. Has no foreign objects lodged within Yes No ( ) 4. Is securely supported Yes K No ( ) S. Meets all current Code requirements for size and total BTU's connected _ Yes (KNo ( ) 6 Has total heating BTU's of All other BTU's TOTAL BTU's 7. Has a liner been provided for water heater Yes<) No ( ) 8. Has combustion air been provided for water heater Yes No ( ) Remarks: List ALTERATIONS Being Done: HEATING CO: Signed By: Date: Building $ BUILDING Permit No.: Inspections $ RESIDENTIAL APPLICATION Received s ' 763-572-3604Date $ CITY OF FRIDLEY Rec'd: ,3� Fire Surcharge $ DATE YOUR E-MAIL ADDRESS License Surcharge SITE ADDRESS ? D (e3O ', A -u rw- L $5.00 (State Licensed Residential Contractors) SAC Charge $ THIS APPLICANT IS: DLOWNER ❑CONTRACTOR Curb Cut Escrow PROPERTY OWNER/ NAME: j C_ 15�,VL, ft + 6 ft = ft x $20 = $ ADDRESS: (a (O D ��I4CJ /)1� CITY �� gg STA 11ZIP�i�Z/7 Z. TENANT $450 Conservation Plan Review PHONE: $ CONTRACTOR NAME: Sewer Main Charge STATE LICENSE # EXP DATE SUBMIT A COPY OF YOUR STATE LICENSE ADDRESS: CITY STATE ZIP WITH APPLICATION PHONE FAX PROPERTY TYPE %SINGLE FAMILY/NEW CONSTRUCTION SIZE ❑ TWO FAMILY/NEW CONSTRUCTION STORIES PERMIT TYPE ❑ ADDITION ❑ GARAGE/SHED ❑ WINDOWS ❑ BASEMENT FINISH ❑ ROOF ❑ DRAIN TILE CK ❑ SIDING ❑ OTHER ❑ SWIMMING POOL TYPE OF WORK: W ❑ ADDITION ❑ MAINTENANCE/REPAIR ❑ REMODELING DESCRIBE WORK BEING DONE: S w 9 LL) D V— C ,441 A-AZE ; OS /3 SIZE OF IMPROVEMENT LENGTH WIDTH HEIGHT Sq. Ft. ROOFING ❑ HOUSE ONLY NUMBER OF SQUARES ❑ HOUSE & GARAGE BASEMENT REMODELING SUBMIT: GARAGES ❑ ATTACHED GARAGE 1. Existing Floor Plan 2. Proposed floor plan PROPOSED SIZE: ❑ DETACHED GARAGE 3. List of structural members to be used PROPOSED HEIGHT: SIDING FOR NEW CONSTRUCTION INCLUDING DECKS, ❑ Vinyl ❑Soffit ADDITIONS. & PORCHES SUBMIT: ❑ Aluminum ❑ Trim 1. Site Plan/Survey showing the existing structures ❑ Other ❑ Fascia and proposed project WINDOWS 2. Two sets of construction plans IN EXISTING OPENINGS ❑Yes ❑No LOCATION OF WINDOWS 3. Energy Calculations 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 'I' 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION $ _ 0. ® OCCUPANCY TYPE Permit Fee $ .off P- See Back Page for Fee Schedule Plan Review $ 65% of Building Permit Fee Surcharge $ , 1'_18 (.0005) times the total job valuation — Minimum $.50 Fire Surcharge $ Q. .001 x Permit Valuation (1/10%) License Surcharge $ $5.00 (State Licensed Residential Contractors) SAC Charge $ $1450 per SAC Unit (Plans to MWCC for determination) Curb Cut Escrow $ ft + 6 ft = ft x $20 = $ Erosion Control $ $450 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement necessary ( ) Non Necessary ( ) Total Due $ (y0, Make checks vavable to: Citv 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 applicationfor a pe t and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all wor w is e s revie` an�approval of plans. (,� p� SIGNATURE OF APPLIC PRINT NAME ►)OC L(11 i F) -DATE LO I Q��� CANE a ASSOCIATES LAND SURVEYORS, INC - /7720 Highway 65 N. E. Soderviiie, Minnesota 55304 434-7646 AS -BUILT SURVEY FOR: J. A. Menkveld and Associates, Inc. Second, EXCEPTING the Block Two (2), Brookview plat thereof on file DESCRIBED AS: Lot Seven (�)� according to the p South 100 fee,%, thereof in the office o t e Registrar of Titles in and for said County of Anoka, S to 'Iof Minnesota. °A -J:-Y I �+ w A VE. IVE. S 89'!3= :5/9'C ' •• SCALE: / INC#' So JrEEr. Q DENOTES 1,,? INCH IRON PIPE SET. 0 DENOTES fOYND IRON MO/YUMENT. BEARI#GS SNOWN ARE ASSUMED. I 20.Y? ty S YIleM ,eX: f ------ ^i �° a Cj N 88' /G-' /G -!N 9 ')S,s.�' 1; F w 0 0 Qq / HEREBY CERTIFY ?NAT TH1S SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNE SOYA. 51 M_32 aREG. NO. 15 r��+-/8,�9FS i i The Home Depot # 2802 5650 MAIN ST, NE, FRIDLEY, MN 55432 (763)571-9600 10/29/2005 JOHN BEAULIEU DECK 169126 Materials for Deck: Qty UOM SKU Use Description 82 EA 334697 Balusters BALUSTER - 2X2 -421N. 131 E CEDAR 6 EA 128372 8- O 2 PR 21 7 EA EA $LU66646220 167055 Deck�nq H Top Rail ERANDA F2/44U x20 Redwood decking 5/4 X6-8FT. GREEN STK CEDAR DECKING 13 EA 127084 Joist 2X8-10 NO 2 ERWE--T 1 EA 127713 Ce -ager �-12 NO 2 PRIME PT 1 EA 128372 Ledger 2X8-8 NO 2 PRIME PT 1 EA 256276 Post 4X4-8 #2 PT 8 EA 264784 Railing Post 4X4-8FT. GREEN STK CEDAR S4S 2 EA 127084 Rim Joist 2X8-10 NO 2 PRIME PT 1 EA 127713 Rim Joist 2X8-12 NO 2 PRIME PT 1 EA 128372 Rim Joist 2X8-8 NO 2 PRIME PT 2 EA 167894 Riser 5/4X6-10 THOMPSONIZED DECK PT 1 EA 155959 Stair Stringer 2X12-12 #2 PT 2 EA $LU66646212 Step Tread VERANDA 5/4x6x12 Redwood decking 6 EA 351636 Vert Top Rail 2X471 OFT. GREEN STK CEDAR S4S Standard Deck Materials 14 EA 865858 2x8 Joist Hanger ZMAX 2X8 JOIST HANGER-JLQ 30OPCS 4 EA 209715 4x4 Post Foot Brkt POST BASE 4X4 Z -MAX 4 EA 206450 AnchorBoltw/NAL 1/21NX81N ANCHOR BOLT,NUT W/WASHER 8 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8 8 EA 538892 Beam Nut HEX NUT GALV 1/2 8 EA 538981 Beam Washer FLAT CUT WASHER GALV 1/2 20 EA 169765 ConcPierin-Ground 80LB. CONCRETE MIX 1 EA 258132 DiagBrac Joist 4X4-12 #2 PT 1 EA 454141 DiagBrac Joist Nail 16D 3-1/2" HOT GALV BOX 5 LB 3 EA 439432 Flashing DECK LEDGER FLASHING BRN GALV 8FT 1 PK 462810 Hanger Nails 2x8 10D JOIST HANGER NAILS 1 EA 454141 Joist Framing Nails 16D 3-1/2" HOT GALV BOX 5 LB 14 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 1/2 14 EA 928607 Ledger -Bolt LAG SCREW GALV 1/2 X 6 26 EA 544208 Rail Post -Bolt CARRIAGE BOLT-GALV. 1/2 X 8 26 EA 538892 Rail Post -Nut HEX NUT GALV 1/2 26 EA 538981 Rail Post -Washer FLAT CUT WASHER GALV 1/2 Decking: S/O Redwood Veranda Decking 9 EA CompScrew Deck Screws 5/4x S/O Composite screw The total cost of in stock materials is $1061.18 plus tax. This Price does not include any Special Order Items. Please see Store Associate to adjust the design or to price and order items. This estimate was created on 10/29/2005 and is valid for 3 business days. Parameters from UBC.cod parameter file. Parameters used for Deck 1: 40 psf live load, 48 inch footing depth. WARNING: THIS IS NOT A FINAL DESIGN PLAN. VARIATIONS IN BUILDING CODES, SPECIFIC ARCHITECTURAL CONSIDERATIONS, OR SITE CONDITIONS MAY REQUIRE CHANGES TO THIS DESIGN. YOU ARE RESPONSIBLE The Home Depot # 2802 5650 MAIN ST, NE, FRIDLEY, MN 55432 (763) 571-9600 Sat Oct 29 12:35:17 2005 JOHN BEAULIEU DECK 169126 Construction Specifications deck 1: Construction Method = Beam to Side of Post Footing Type = Pier In -Ground Live Load = 40 Dead Load = 10 Decking Spacing = 0 1/4" Joist Spacing = 16" Beam Spacing = 96" Post Spacing = 64" Decking = 5/4X6 S/O Redwood Veranda Decking Beams = 2X8 Treated Southern Pine No. 2 Joists = 2X8 Treated Southern Pine No. 2 Posts = 4X4 Treated Southern Pine No. 2 Deck Height = 31" Diagonal Bracing = Yes Deck Skirt = No Joist Overhang = 12" Beam Overhang = 12" Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor = 360 Pref Decking Size = ML5/4x6 Pref Joist Size = 2x8 Pref Beam Size = 2x8 Pref Post Size = 44 Diag Brace Height 1 = 24" in Diag Brace Height 2 = 24" in Railing 1: Railing Height = 36" Baluster Spacing = 3 3/4" Stair 1: Step Width = 36" Step Height = 23 1/4" Step Rise = 7 3/4" Step Run = 11" Stringers = 2X12 Treated Southern Pine No. 2 Risers = 5/4X6 Thompsonized Southern Pine No. Treads = 5/4X6 S/O Redwood Veranda Decking Railing 5: Railing Height = 36" Baluster Spacing = 3 3/4" Railing 6: Railing Height = 36" Baluster Spacing = 3 3/4" Railing 3: Railing Height = 36" Baluster Spacing = 3 3/4" Railing 2: Railing Height = 36" Baluster Spacing = 3 3/4" Railing 4: Railing Height = 36" Baluster Spacing = 3 3/4" The Home Depot # 2802 5650 MAIN ST, NE, FRIDLEY, MN 55432 (763) 571-9600 Sat Oct 29 12:34:57 2005 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non -stock items shown in Bill -of -Materials. JOHN BEAULIEU DECK 169126 3D View Ryn SA 2 Civ t'�3 T -no e_!F -"V� The Home Depot # 2802 5650 MAIN ST, NE, FRIDLEY, MN 55432 (763) 571-9600 Sat Oct 29 12:34:57 2005 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non -stock items shown in Bill -of -Materials. JOHN BEAULIEU DECK 169126 Deck Dimensions for Deck 1 % CLA 2_1a" Cr mix Joist Spacing = 16 in. o.c. Baluster Spacing = 3 3/4" Toe Spacing = 3 3/4" Railing'Height = 36" C okytjE qu .11,6na?”' (Kq ��Vvlsi - X01,2001 mix Joist Spacing = 16 in. o.c. Baluster Spacing = 3 3/4" Toe Spacing = 3 3/4" Railing'Height = 36" C okytjE qu .11,6na?”' (Kq ��Vvlsi -