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PRE 2010 DOCS• r� U J:;�- d 3SX3 City of Fridley, Minn. BUILDING PERMIT N? 6960 Date: Owner: ZL A 13u ,ter -- Address Address LOCATION OF BUILDING No. Street _. Part of Lot Lot _ _ — --Block __ Ad on or Sub -Division Corner Lot _ Inside Lot — Setback Sideyard /40- Sewer 40Sewer Elevation8 a a a �' 3 Elevation a' a S, �3 TOP 0? Fust, N6 DESCRIPTION OF BUILDING T-,B� Used r Front IV r Depth Height Sq. Ft. Cu. Ft. Front Depth eight Sq. Ft. ____ Cu. Ft. Type of Construction _ _ Est. C6rrt && La4 be Completed In consideration of the issuance to me of a permit to construct the building described above, I agree to do the proposed work in accordance with the description above set forth and in compliance with all provisions of ordinanoes of the city of Fridley. f In consideration of the payment of a fee of $ 11 ,permit is hereby granted to to construct the building or addition as described above. This permit is granted upon the express condition that the person to whom it is granted and his agents, employees and workmen, in all work done in, around and upon said building, or any part thereof, shall conform in all respects to the ordinances of Fridley, Minnesota regarding location, construction, alteration, maintenance, repair and moving of buildings within the city limits and this permit may be revoked at any time upon violation of any of the provisions of said ordinances. �-, ^mil s°% Building Inspector NOTICE: Ub permit don not Corer the condmction, installation for Whing, phunhing, gas hating, sewer or water. Be sure to see tiro Building hupedar for separate pormits for thao hens. APPLICATION FOR BUILDING PRO= CITY OF FRIDLEY, MINNESOTA Owner Is Name Builder Address Address sa _21 Lot � Block LOCATION OF BUILDING X!� Part of Lot C O Add tion or Subdivision ii Corner Lot Inside Lot ✓ Setback v Side -Yard Lo SEM ELEVATION FOUNDATION ELEVATION Y1 3 J C Applicant attach to this form Certificate of Survey of Lot and proposed building location. DESCRIPTION OF BUILDING To be used as: Haiaht /% Sq. Ft. Cu. Ft. -Front �Depth Height Type of To be Completed ell's -16 I/ Sq. Ft. Cu. Ft. ted Cost The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City Ordinances and ruling of the Department of Buildings, and hereby declares that all the fans and representations stated in this application are true and correct. DATE 3 L,_;,1_, y SIGNAT (A Schedule of Fee Costs can be found on the Reverse Side.) City of Fridley Application for Plumbing and Gas Fating Permit DESCRIPTION OF WORK Number, Kind and Location of Fixtures . ,�yj �u F RATE TOTAL 7 y �.. 1/j y. '� = �U' w �U' ? • • N WATER HTR. GAS EIEC. New Fixture Old Opening .............. x 1.00 $ a; x c $ i� c U< 3 •d x 0 R New Ground Run Old Bldg . ............ x W V GAS FITTING FEES: NO. RATE TOTAL 1.50 1st 3 Fixtures ......................... `f x $1.50 $ Additional Fixtures .................... x .50 $ Gas Range to 200,000 BTU .............. x 2.00 $ Base $ST 10sa1 1st 2nd _ 3rd 4th • Future Connection Openings Connected with I Sewer New .Fixture, Old Openings Cesspool PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL 7 10.50 Number Fixtures ....... x $1.50 $ Future Fixture Opening ................ x 1.20 $ New Fixture Old Opening .............. x 1.00 $ Catch Basin ............................ x 3.25 $ Water Heater (Up to 200,000 BTU) ...... x 2.00 $ New Ground Run Old Bldg . ............ x 3.25 $ GAS FITTING FEES: NO. RATE TOTAL 1.50 1st 3 Fixtures ......................... `f x $1.50 $ Additional Fixtures .................... x .50 $ Gas Range to 200,000 BTU .............. x 2.00 $ REPAIRS & ALTERATIONS—Refer to Code Description ................................................$ TOTAL FEE $ 14e – Dept. of Bldgs. Phone SII 4-7470 Location meet City of Fridley: The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City Ordinances and ruling of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. Fridley, Minn i 1 8 19 Owner Paul Schwartz COhst. moi. Kind of Building Frame Used as Dwelling To be completed about 7-1–" Estimated Cost, $ 800.00 '3-�� Old—New. Building Permit No.—Permit No. Signe STANDAR® pLUMBING & APPLIANCE C By - Bus' lais Phone No " We s 3589 ROUGH FINAL 4z 2M 7-59 CITY OF FRIDLEY APPLICATION FOR PLUMBING AND GAS FITTING PERMIT RATE SCHEDULE PLUMBING FIXTURE RATES: New Fixtures Future Fixtures Old Opening, New Fixture Beer Dispenser Blow Off Basin Catch Basin Rain Nater Leader Hydraulic Valve Sump or Receiving Tank Water Treating Appliance Hot Water Heater Gas Range Gas Dryer NO. RATE $ 5.00 $ 3.50 $ 1.50 $ 4.00 S 5.00 $ 5.00 $ 5.00 $ 5.00 S 5.00 $ 7.00 $ 5.00 S 10.00 S 10.00 TOTAL Back Flow Preventer Raquired. . . yes ( ► No ( ) Type $ 5.00 S ALL OTHERS AND/OR REPAIRS AND ALTERATIONS 1t of Value of Fixture or Appliance S State Surcharge $ .SU Reinr(�action Fee S (515.00) TOTAL FEE $ Effective Hay 1, 1990 Job Address < /� �+C\46w. j,, Department of Buildings City of Fridley Tel. 1571-3450 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 Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct Fridley, Mn. & , 19� OWNER KIND OF BUILDING f ' USED AS TO BE COMPLETED ABOU. ESTIMATED COST OLD - NEW BUILDING PERMIT NO. PERMIT No. In company Signed By c Tel. No. ROUGH INSP. Date FINAL INSP. Date APPROVAL FOR PERMIT !IINIIII14 FIX FOR ANY PLUMBING PERMIT IS $15.00 PLUS TIIE $.50 STATE SURCHARGE N N O U n 01 °� WdLer i a u c a N s a w 0. w Heater Y C N a $ F C C O u •.61 6 o u V u a o�°'A uoa� yy o '1ec PA a" :i U, 3 s Mae - let 2nd mrd 1 th (R) - Future Connection Opening Connected with Sewer V) - Now F/xturs, Old Opening Water RATE SCHEDULE PLUMBING FIXTURE RATES: New Fixtures Future Fixtures Old Opening, New Fixture Beer Dispenser Blow Off Basin Catch Basin Rain Nater Leader Hydraulic Valve Sump or Receiving Tank Water Treating Appliance Hot Water Heater Gas Range Gas Dryer NO. RATE $ 5.00 $ 3.50 $ 1.50 $ 4.00 S 5.00 $ 5.00 $ 5.00 $ 5.00 S 5.00 $ 7.00 $ 5.00 S 10.00 S 10.00 TOTAL Back Flow Preventer Raquired. . . yes ( ► No ( ) Type $ 5.00 S ALL OTHERS AND/OR REPAIRS AND ALTERATIONS 1t of Value of Fixture or Appliance S State Surcharge $ .SU Reinr(�action Fee S (515.00) TOTAL FEE $ Effective Hay 1, 1990 Job Address < /� �+C\46w. j,, Department of Buildings City of Fridley Tel. 1571-3450 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 Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct Fridley, Mn. & , 19� OWNER KIND OF BUILDING f ' USED AS TO BE COMPLETED ABOU. ESTIMATED COST OLD - NEW BUILDING PERMIT NO. PERMIT No. In company Signed By c Tel. No. ROUGH INSP. Date FINAL INSP. Date APPROVAL FOR PERMIT !IINIIII14 FIX FOR ANY PLUMBING PERMIT IS $15.00 PLUS TIIE $.50 STATE SURCHARGE G7YOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MN 55432 • (612) 571-3450 • FAX (612) 571-1287 February 8, 1993 Ms. Donna Mattson Housing.Services Director 1201 89th Ave NE Suite 345 Blaine, MN 55434 Re: 122 63 1/2 Way NE, Fridley, MN Dear Ms. Mattson: I did an inspection on February 3, 1993, of the reroofing of the house located at 122 63 1/2 Way NE and found that the work that was done meets the requirements of the Uniform Building Code. If I can be of any further help, please feel free to contact me at 572-3602. Sincerely, CL VE E. WILEY Building Inspector CEW/mh BUILDING INSPECTION DIVISION MEMO MEMO TO: William Nee, Honorable Mayor Bill Burns, City Manager Barbara. Racy, Community Development Adm. MEMO FROM: Thomas Blazina, Chief Building Official MEMO DATE: November 9, 1993 REGARDING: Rachael Lyga 122`63 1/2 Way NE On November 5, 1993 an inspection of a reroofing performed during February, 1993 was conducted at 122 63 1/2 Way with the following observations: 1. Additional 1/2 inch of plywood added to existing roof deck was exposed to weather at eaves. 2. Additional wood fascia was placed over existing fascia which was installed to expose edge of 1/2 inch roof deck plywood. 3. No metal drip edge flashing was observed. 4. Kitchen fan appears to be connected to attic roof vent. Review of the owners copy of the construction contract with Shaw Chamberlin Roofing indicated new .1 /2 inch plywood, repair fascia and reroof. Based upon review of the address file, UBC 3208(c)2, field observation, the "Asphalt Roofing Manufacturer's" recommended roofing practice, UBC 1707(b), Standard Section 32.304 and UMC 1104, the following corrections are required to satisfy minimum building code requirements; 1. Install flashing drip edge at all eaves. This will protect exposed edge of 1/2 inch plywood and overhang face of fascia boards. Copy of Asphalt Roofing Manufacturers Association details enclosed. 2. Kitchen exhaust duct shall terminate outside the building in a ventilator hood equipped with a back -draft damper. The roof ventilator hood does not meet the minimum requirements of UMC 1104. We are attempting to contact the contractor by phone and will be mailing a letter informing them of problems observed on 11/5/93. ENC: SELF SEALIN q STRIPE y�.r�� • •,. D66 • TARTER- FULL START 3 °COURSE SNINGLP MINUS 3 WITU FULL STRIP - WITH TABS CUTOFF. Ir MINUS FIRST TAB START SECOND COURSE WITI! 11 ,. START FIRST COURSE � �' FULL STRIP MINUS � TAB WITLI FULL STRIP Fig. 3 - ab square butt s rips. Cutouts are centered over the tabs in the course below. Some authorities recommend, and some applicators prefer, to start each succeeding course after the first, up to and including the sixth, with a strip from which an additional half of a tab has been removed, the seventh course being started with a full strip. This is to -conserve the applicator's time if very much scaffolding is needed for the job. (3) Random Spacing Random spacing can be achieved by removing different amounts from the rake .tab of succeeding courses in accordance with the following general principles. (a) The width of any rake tab should be at least 311. (b) Cutout centerlines of any course should be located at least 3" laterally from the' cutout centerlines in both the course above and the course below, (c) The rake tab widths should not repeat closely enough to cause the eye to follow a cutout alignment. I 2'NEAD LAP NAILING UNDERLAYMENT N 40 END LAP WOOD DECK METAL DRIP �.`- a� �.. EDGE APPLIED OVER FELT ALONG •. . EAVES FLASNINfe RAKE STRIP � ��• �' �^M6TAL DRIP SELF SEALIN q STRIPE y�.r�� • •,. D66 • TARTER- FULL START 3 °COURSE SNINGLP MINUS 3 WITU FULL STRIP - WITH TABS CUTOFF. Ir MINUS FIRST TAB START SECOND COURSE WITI! 11 ,. START FIRST COURSE � �' FULL STRIP MINUS � TAB WITLI FULL STRIP Fig. 3 - ab square butt s rips. Cutouts are centered over the tabs in the course below. Some authorities recommend, and some applicators prefer, to start each succeeding course after the first, up to and including the sixth, with a strip from which an additional half of a tab has been removed, the seventh course being started with a full strip. This is to -conserve the applicator's time if very much scaffolding is needed for the job. (3) Random Spacing Random spacing can be achieved by removing different amounts from the rake .tab of succeeding courses in accordance with the following general principles. (a) The width of any rake tab should be at least 311. (b) Cutout centerlines of any course should be located at least 3" laterally from the' cutout centerlines in both the course above and the course below, (c) The rake tab widths should not repeat closely enough to cause the eye to follow a cutout alignment. I Fig. 37 - Random spacing of three -tab square butt strips. Starting the first course with a full length strip, Fig. 36, indicates the length of the starting tab of each succeeding course in order to produce satisfactory random spacing. - 43 - y yj Fig. 37 - Random spacing of three -tab square butt strips. Starting the first course with a full length strip, Fig. 36, indicates the length of the starting tab of each succeeding course in order to produce satisfactory random spacing. - 43 - APPLICATION OF STRIP SHINGLES /1. GENERAL Before starting to apply strip shingles, it is necessary that the deck be properly prepared; in the case of new construction, pages 20, 21, 22, that an underlayment be first applied; and in the case of reroofing, that the old surface be treated --according to the instructions included on pages 23 to 25. AYMENT ROOC DECK Fig. 33-a - Application bf metaldrip Fig. 33-b - Application of metaldrip at eaves directly on deck. at rakes over underlay. Fig. 33 - Use of metal drip at rake and eave. 2. APPLICATION (a) Metal Drip Edge A metal drip edge, made of non -corrodible, non -staining metal, is used along the eaves and rakes, applied directly on the wood deck at the eaves and over the underlay along the rakes as shown in Fig. 33. It is designed to allow water run-off to drip free of underlying construction. It should extend back from the edge of the deck not more than 3" and is secured with appr-opriate nails spaced 8" to 10" apart along its inner edge as shown. Drip edges of other materials may be used as approved ofing manufacturer. (b) Underlaymen Before any shingles are applied, a layer of No. 15 asphalt saturated felt is applied over the entire deck as described in detail on pages 22 and 23. (c) Chalk Lines On small roofs, strip shingles may be laid from either rake, but on roofs 30 feet or longer, it is better to start them at the center and work both ways from a vertical line in order to insure more accurate vertical alignment and to provide for meeting and matching above any projection through the roof such as a dormer or chimney. Minor variations in the dimensions of asphalt shingles are unavoidabl Such divergence will seldom exceed ±1 /4" in a 12" x 36" strip shin - in either length or width and usually will be no more than ±1 /8". - 40 - 7 u r 1 r Building $ BUILDING Plan Review Permit No. -ft? -"AD Inspections Fire Surcharge RESIDENTIAL APPLICATION Received Byi AAGJ 763-572-3604 $ 2.500 CITY OF FRIDLEY License Surcharge A. D 'J: 008 763-502-4977 FAX SAC Charge $ $1825 per SAC Unit (Plans to MWCC for determination) Curb Cut Escrow $ EFFECTIVE 1-1-08 Erosion Control $ $450 Conservation Plan Review Park Fee $ DATE YOUR E-MAIL ADDRESS $ SITE ADDRESS A $ 100 • TO Make checks payable to: City of Fridley Attach THIS APPLICANT IS: ❑ OWNER bONTRACTOR PROPERTY OWNER/ NAME: ADDRESS: CITY 61,Wij STATF—aulp TENANT PHONE: NAME: ADDRESS: C, CITY STA IP CONTRACTOR SUBMIT A COPY OF pHONE FAX YOUR STATE LICENSE STATE LICENSE # UCO EXP DATE PROPERTY TYPE ❑ SINGLE FAMILY/NEW CONSTRUCTION SIZE ❑ TWO FAMILY/NEW CONSTRUCTION STORIES PERMIT TYPE ❑ ADDITION ❑ GARAGE/SHED WINDOWS ❑ BASEMENT FINISH ❑ ROOF ❑ DRAIN TILE ❑ DECK ❑ SIDING ❑ OTHER ❑ SWIMMING POOL TYPE OF WORK: ❑NEW HOME CONSTRUCTION ❑ ADDITION ENANCE/REPAIR ❑ REMODELING DESCRIBE WORK BEING DONE: GAN SIZE OF IMPROVEMENT LENGTH WIDTH HEIGHT SQ FT ROOFING ❑ HOUSE ONLY BASEMENT REMODELING SUBMIT: NUMBER OF SQUARES ❑ HOUSE & GARAGE 1. Existing Floor Plan GARAGES ❑ ATTACHED GARAGE 2. Proposed floor plan PROPOSED SIZE: ❑ DETACHED GARAGE 3. List of structural members to be used. PROPOSED HEIGHT: FOR NEW CONSTRUCTION INCLUDING DECKS, SIDING ADDITIONS & PORCHES SUBMIT: ❑ Vinyl ❑Soffit 1. Site Plan/Survey showing the existing structures ❑ Aluminum ❑ Trim and proposed project. ❑ Other ❑Fascia 2. Two sets of construction plans WINDOWS 3. Energy Calculations IN EXISTING OPENINGS es ❑No L0 TION OF WINDOWS OR FOR NEW OPENINGS -D SCRIBE SIZE OF 45LiL OPENING CHANGES & L' 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 $Gall © �✓ 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 $ 2.500 .0005 x Permit Valuation Minimum $.50 License Surcharge $ C. co $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 $ 100 • TO Make checks payable to: City of Fridley Attach THIS IS AN ICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge at a inf a* n a e 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 Co ct Co u erstand this is not a permit but onl application for a permit and work is not to start without a permit on site; that the work will be in accord e v I e case of all work which require riew and pr val of plans. SIGNATURE OF APPLICANT PRINT NAME D A T V APPROVED BY DATE