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PRE 2010 DOCS• City of Fridley, Minn. BUR DING PERMIT N? 3064 Date: ...Ca...�Q.s. ........... Owner !` Builders ......... ... Address Address .................. . iWe LO ATION OF BUILDING No. �/.. . �� Street ...C� . .. °1�Gr/!. ................ Part of Lot ................ ... . Lot .... Block .................. Addition or Sub -Division ........ ............... Corner Lot ............ Inside Lot ...:r ... Setback :� .... Sideyarcl`ea� e% .'. .�.. �v� ® DESCRIPTION OF BUILDING To be Used as: r ... Front ®. / Depth A ',e�. .. HeighkjZAf;F ;P6 Sq. Ft. ? 6. ®. Cu. Ft. ........ te .. ont .�3� Depth ;?X. Height .. c,.. Sq. Ft. ........ Cu. Ft. ........ . of Construction A ..... .. ...... Est. Cost?.,�}�.�® ®. To be Completed ... In consideration of the issuance to me of a permit to construct the building desribed above, I agree to do the proposed work in accordance with the description above et fo in corpli� }u�u tky�all p visions of ordinances of the city of Fridley. ,� /� __ 1J/ r ®i-- In consideration of the payment of a fee of $. ,,�.�....., permit is hereby granted to .... . /�J• • . . ......................... 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 with- in the city limits and this permit may be revoked at any time upon violation of any of the provisions of said ordinances. 11 Inspector NOTICE: This permit does not cover the construction, InstallajJon or„alteration for wiring, pl , gas heating, sewer or water. Be sure to see the Building Inspector for separate permits for these Items. City of Fridley, Minn. BUILDING PERMIT Date: Sept. 4, 1968 Owner: Address V. J. Arnold 5925 6th St. N. E. - Builder Address Twin City Standard Co. 7800 Tessman Drive Minneapolis, Minnesota LOCATION OF BUILDING No. ____ 5925 Street __ 6th S t . N. E. --_ part of Lot Lot _ 15 Block 5 Addition or Sub -Division _____ Hyde Park Addn. Corner Lot __ Inside Lot --- Setback --- Sideyard Sewer Elevation ___ , — Foundation Elevation DESCRIPTION OF BUILDING To be Used as: Residing Front Depth Height — Sq. Ft Cu. Ft Front Depth _ _ Height Sq. Ft Cu. Ft Type of Construction __ Res iding Est Cost $1100.00 _ To be Completed In consideration of the issuance to me of a permit to construct the building described the proposed work in accordance with the description above set forthcom ce ordinances of the city of Fridley. !�� (� { d 9916 I agree to do provisions of In consideration of the payment of a fee of $ 9.00 , permit is hereby granted to In Twin City Standard Co. 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. official Building h John' Breher • NOTICE: L-11 This permit don not sever the constrecdon, installaiiee for wiring, plumbing, gas heating, sewer or water. Be sure to see the Building Inspector for separate permits for than items. APPLICATION FOR BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA OWNE6 'S NAME/ * --V r 1/ f% c BUILDER ADDRESS_'( 6 �!� • ADDRESS aC) l PJV. LCCATION OF BUILDIIDTC No. 02.6 STREET YV C,7,- 413C LOT ,/6� BLOCK S ADDITION OR SUBDIVISION COFFER LOT INSIDE LOT SETBACK SEWER ELTTATION TOP OF ?FOOTING Applicant attach to this form. T-,ao Certificates of Survey of Lot and proposed building location dratri or, thes3 Certificates. To Be Used Aso DESI-3RIP'TION CF BUILDING Front Depth Height Square feet Cubic Feet Front Depth Height Square feet Cubic Feet Type of Construction f S r eo Estimated Cost & a x 0 To Be Completed The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. DATE��- e% ` (o SIGNATURE (Schedule of Fee Costs can be found on the Reverse a • City oFridley, Y, Jnr 1108 5 e 6431 University Ave. N. E., Minneapolis, Minn. 55432 BUH DING PERMIT Date: July 12,, 1971 Owner: Victor J. Arnoldy Builder Mork & Associates Inc. Address�� _ 6t�1 Street N.E. _ Address 1525 Glenwood Avenue North LOCATION OF BUILDING No. __5925___._ Street 6th Street N.E. part of Lot Lot ._.15_.___.__ Block __. ._5___.__....._..... Addition or Sub-Division--BOAPY Addition Corner Lot _..._._._..._..__ Inside Lot Setback Sewer Elevation Sideyard Foundation Elevation DESCRIPTION OF BUILDING To be Used as: Garage.. Front 11' Depth 24' Height 10' Sq. Ft. 264' Cu. V, 2,640' Front ._ Depth Height — Sq. Ft. Cu. Ft. Type of Construction _._. Frame Est. Cost_ $1,495_ To be Completed August, 1971 Elevation of slab of proposed garage addition to match up with >x: existing garage. YjOf Frost footings required on addition. In consideration of the issuance to me of a permit to construct the building described above I agree tp do the proposed work in accordance with the description ;tb,w -yet forth d ' m li with of ordinances of the city of Fridley. In consideration of the payment of a fee of $ 7.00 , permit is hereby granted to Mork & Associates 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 build AM n� city limits and this permit may be revoked at any time upon violation of any of the provisions of said d ✓�<.0 �C--� Building Inspector HANK WHICH NOTICE: This permit does not cover the construction, installation for wiring, plumbing, gas heating, sewer or water. Be sure to we the Building Inspector for separate permits for these hems. • APPLICATION FOR RESIDENTIAL, ALTERATION, OR ADDITION BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA OWNER'S RAM: V ! C,T p Iz BUILDER: /� c irk C� r �l %Z S ! x'c ADDRESS: 67W6 �.5 7. ADDRESS: NO:.��/`�'� STREET:_ LOT: BLOCK: ADDITION• CORNER LOT: INSIDE LOT: SETBACK: SIDEYARD: Applicant attach to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates. DESCRIPTION OF BUILDING To Be Used As: Front: it Depth: ;L Height: e� Square Feet: Cubic Feet: 7-6e �/p Front: Depth: Height: Square Feet; Cubic Feet: Type of Construction: Estimated Cost: $ 4j�96� To Be Completed: 1/9 %7 / The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in sttict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. � � DATE: _ , �l%% SIGNATURE: (See Reverse Side For Additional Information.) /8P- / f -,I I� _ %o ri / G Y Ile vvk4o j^cry, 10-e-"/, / /-,-c r- Z' y bl ? S Tom- -5- c"iq TO*� z 6` A Mile I for'ewer Pluft and Hoefing, Cooling, llenfila the Reldgw ofioe red Air Conditioning Sytem and Dovicu PARTIAL RATE SCHEDULE GRAVITT WARM AIR: MT6 TOTAL. Furnace Shen & Duct Work ................ ..$10.00 $ Replacement of Furnace ........ ..... ......... 6.00 $ Repairs & Alterations --up to $500.00 6.00 $— Repairs & Alterations each add. $500.00 3.00 $ MECH. WARM AIA Furnace Shen & Duct Work to 190,000 BTU ........ ..$10.00 $ each add. 60,000 BTV .................... .. &W $ Replacement of Flrnaee ... 6.00 $ Repairs & Alterations --up to $500.60 6.60 $� Repairs & Alterations each add. $500.60 .... .. .... 3.00 $ STEAM at HOT WATER SYSTEM Furnace SheU & Lines—to 400 sq. ft. IDR Steam $10.00 $ Furnace Shell & Line—to 640 sq. ft. IDR Hot Water 10.00 $� Each add. 200 sq. ft. IDR Steam &on Each add. 320 sq. ft. EDR Hot Water 3.00 $ OIL BURNER—to 3 gaL per hour 6.00 $ _ over 3 gal. per hour—See Fee Schedule GAS BURNER (up to 198,000 BTU) ... 6.00 $ over 199,000 BTU gee Fee Schedate GAS FITTING FEES: NO RATE TOTAL 1st 3 Fixtures . .. . ..... x$ 200 $ Additional Fixtures x .76 $ 1989000 x$ 600 ALR GOINDITIONING Z 'u ` V'L FAN HEATMG SYST= gee Fee Bdmk le v IT12 ATUM 15TS7Z1t ALTERATIONS & REPAIRS TOTAL I= $ �� ROUGH �¢� rWjW �' `� 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 L / 19-75 Rind of BuildiinggZL r " / Il l Used as _. J/:}.. -r b—.------ To be 0��bout Or Estimated Cost, e 9 -New. Building Permit No. Permit No. DTLON OF WORK HEATING or POWER PLANTS— 1team, Hot Waiar, Warm Air—No Trade Name Sin Nn_ Capacity Sq. Ft E.D R BTU H.P. Total Connected Lead Kind of Fuel— BURNER — Trade Name Sire Nn. Capadty Ski. Ft. 2 A BTV 1� (Uwwess_ovtR) `A�� SUBJECT ER City of Fridley o 18747 AT THE TOP OF THE TWINS BUILDING PERMIT — " RE COMMUNITY DEVELOPMENT DIV. r PROTECTIVE INSPECTION SEC. �'--1 CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY 612-571-3450 910-F15 11/18/86 � 10B ADDRESS 5925 - 6th. Street N.E. 1 LEGAL LOT NO. BLOCK TRACTOR ADDITION SEE ATTACHED DESCR. 15 5 SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Victor Arnold 5925 - 6th Street N.E. 571-4152 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Patio Enclosures 6219 Cambridge, 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 12' x 14" Three Season Porch on Deck 9 CHANGE OF USE FROM TO STIPULATIONS s�P,�,�T� WARNING ��R BIRD M17 -S Before diggirng RE call local utilitlls "FAT I NGS �U REp FOR. TELEPHONE ELECTRIC PCU - - GAS Etc, G Ahs® SIGNS REQUIRED BY LAW 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 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 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION ] 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 :$=$1.60 WITH WHETHER SPECIFIED HEREIN ORNOT. THE GRANTING OF A PERMIT $3,200 DOES NOT PRESUME TO GIVE AUT ORITY TO VIOLATE OR CANCEL THE PE RMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STA OR LOCAL LAW REGULATING CON - RUCTION HEP RFORMAN OF CONSTRUCTION. PLAN CHECK FEE TOTALFEE $11.13 •WHEN 57,23 SI NAT REOFCONTR TO OR AUTHORIZED AGENT IDATEI n"- PROPERLY V IDAD THIS IS YOUR PER IT o� �j SIGNATURE OF OWNER IIF OWNER BUILDER$ IDATEI/ r BLDG $NSP LATE NEW [ ] ADDN. [ ALTER. [ ] City of Fridley FR -1 AND R-2 Building Permit Application Effective 4/1/86 Construction Address: t i � S 6 "'A 517- -- Legal Description: _ Owner Name & Address: �C [c�'Z �/VoTel. # 71 S Contractor: �T �� �'``c'��'�'U�&� Tel. # %�0"/S%s� Address: 6 cL% CA-MS7: ours ��• �lu Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length __ Width Height Sq. Ft. DECK AREA: Length Width .�� Hgt/Ground /.Sq. Ft. 1 - OTHER:o7iZC`j U� 7-h Co Inside Lot rner Lot [ ] !, Ft� d Setback 0 Side Yard Setback _ Type of Construction: A)04-4 Estimated Cost: Approx. Completion Date: 3 me. a% Alt. A Alt B Proposed Driveway Width If New Opening Is Desired: See Back Page for Explanation DATE: �� -/3APPLICANT: Tel. # 1P. Af CITY USE ONLYq <01 � � Permit Fee $ ` " Fee Schedule on Reverse Side Plan Check $ 25% of Building Permit Fee State Surcharge $ �a$.50/$1,000 Valuation SAC Charge $ $475 per SAC Unit Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] TOTAL $ STIPULATIONS: t RESEARCH REPORT NO. 82-66 LAMINATED ALUMINUM PAPER HONEYCOMB PANELING Building Officials and Code Administrators, Intl. 17926 South Halsted a Homewood. Illinois 60430 • 312 / 799-2300 PANEL CRAFT CRAFT BILT MANUFACTURING COMPANY 18TH AND CAMBRIA STREETS PHILADELPHIA, PENNSYLVANIA 19132 Copyright 1983, Building Officials and Code Administrators International. Inc. August 12. 1983 RESEARCH COMMITTEE RECOMMENDATION '•• �••. - .-•. .•- -- .. •'a'..,•....•,;... `..�';:: ",' . ';• , -�'.• •.: •• - -LIMITATIONS .. A FOR ACCEPTANCE 4. All requests for permit shall beaccompanied by complete gs.drawin specifications and structural calculations sealed ,,,.. laminated Aluminum Paper Honey Paneling listed in -by a registered Architect or Professional Enginer quali- this ieport have been evaluated for conformance with regard �:_ Pied to perform.such work. ;:;:;�=;w -to the 1991 edition acid 1983 supplement of the BOCA Basic - Codes. These findingsmay be used as part of the technical .', •- -' �'t:�' .. • `: = . IDENTIFICATION : :'. - �• '' ' :-�' data requited for acceptance toy nce b urisidictions administering P Y1 ..,.:-; , . a :t r; `' •, • ,_ :... ..•' ►:k. �:: �:st.:; fix; -=- these codes with the following limitations. 3. .. �. ��� -^ ^; " "•:. :.. : "`' :..:.�, -+-' ' All Panel -Craft m=anufactured in accordance with this Research Report shall be marked at the plant with the 1. The maximum allowable roof load is as follows:- identifying language "See BOCA Research Report No. 'i.• ..:�i.�.i'�:•;'�ile:t.:f�t�;: t.ti►'. _..:.r :i�' Root Span ft. 14 13 12 11 10 9 :'! - • ' :r =T ^�.otic . ~:' ';�: �; .,�, Allowable Load psf 30.9 35.3 39.7 44.1 48.4 52.8 _ ... •.• ;.. • � �.:�:•:''•;±-�� :`+•'.:.`+ This report is subject to annual certification. the failure of • the applicant to comply with this requirement will result in 2. The maximum allowable load for bearing walls shall not the lapse of this report. Further use of, or reference to this exceed 1599 pounds per lineal foot. report is then no longer permitted. 3. The maximum allowable wind load shall not exceed 18.6 pounds per square foot. - CONFORMANCE SPECIFICATIONS GENERAL - CONSTRUCTION DETAILS AND CONFORMANCE SPECIFICATIONS THAT RECEIVED APPROVAL ff3102 OF THE SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL. INC.. 3517 EIGHTH AVENUE. SOUTH. BIRMINGHAM. ALABAMA AND 16" OF THE BUILDING OFFICIALS CONFERENCE OF AMERICA. INC.. 1313 EAST 60TH STREET. CHICAGO. ILLINOIS. PHYSICAL PROPERTIES OF HONEYCOMB PANELING AND ATTACHING EXTRUSIONS - FACING - A.S.T.M. 3003 H /8 ALUMINUM ALLOY TENSILE 28.000 P.S.L. YIELD STRENGTH 24.000 P.S.L. ELONGATION 1 TO 4% CORE - 68 LB. KRAFT PAPER. 3/4' CELL SIZE. 11% RESIN IMPREGNATION. DENSITY 1.86 LBS/CU FT. CRUSHING STRENGTH 66 P.S.L. STRONG PLANE SHEAR 42 P.S.L. WEAK PLANE SHEAR 23 P.S.I. FACING AND CORE ADHESIVE - A CONTACT ADHESIVE COMPOSED OF SYNTHETIC RUBBER RESINS AND SOLVENTS THAT MEETS THE DURABILITY AND STRENGTH CRITERIA OF A.S.T.M. D-1037. ATTACHING EXTRUSIONS - A.S.T.M. GMT -6 ALUMINUM ALLOY TENSILE 22.000 P.S.I.-YIELD STRENGTH 16.000 P.S.I.. ELONGATION 8%. TRANSVERSE LOAD (ROOF LOADING DATA) TEST TO A.S.T.M. E 72$1 ON 3' THICK PANELS, UNIFORMLY DISTRI- BUTED LOADING, TEST TO A.S.T.M. C-273 ON 1-3/4' THICK PANELS. SHEAR TEST IN FLATWIDE PLANE OF SANDWICH CORE SHOWS. B.O.CA'S RECOMMENDATION OF ALLOWABLE ROOF LOAD LBS/SQ FT 74.3 60.4 60.2 42.3 38.2 30.8 'FOUNDED ON THE ULTIMATE ROOF LOAD WITH A FACTOR OF SAFETY OF 2 OR A ROLLING SHEAR STRESS ON THE ADHESIVE WITH A FAC-Tna nc CAFETY nC� ewu�raacvea icy FSC_ ROOF SPAN FEET . 8 10 11 12 13 /4 ULTIMATE ROOF LOAD (A.S.T.M. E72-811 LBS/SQ FT 187.5 151.7 125.0 105.0 89.6 77.3 ROLLING SHEAR AT ULTIMATE ROOF LOAD (CALCULATED VAMBI P.S.I. 23.7 21.3 19.3 17.7 16.3 15.2 DEFLECTION AT ALLOWABLE ROOF LOAD INCHES - 1.0 1.2 1.5 1.7 2.0 2.3 ADHESIVE ULTIMATE SHEAR STRESS (A.S.T.M. C-2731 P.S.I. 20.1 20.1 20.1 20.1 20.1 20.1 ALLOWABLE ROOF LOAD• LBS/SQ FT 68.0 71.6 RLS ELS 44.8 38.7 S.B.C.C.'S RECOMMENDATION OF ALLOWABLE ROOF LOAD LBS/SQ FT 87.0 WA 55.0 18.7 11.6 35.7 B.O.C.A.'S RECOMMENDATION OFALLOWABLE ROOF LOAD LBS/SO FT 74.3 80.4 80.2 42.3 1 38.2 1 30.8 *FOUNDED ON THE ULTIMATE ROOF LOAD WITH A FACTOR OF SAFETY OF 2 OR A ROLLING SHEAR STRESS ON THE AD HESIVE WITH A FACTOR OF SAFETY OF 2.5 WHICHEVER IS LESS. AXIAL COMPRESSIVE LOAD (WALL LOADING DATA) TEST TO A.S.T.M. E7241 ON 1-314" THICK T x 6' PANEL AND A SPECIAL TEST ON ANII FOOT FRONT WALL SECTION INCLUDING A DOUBLE WINDOW CONSTRUCTION SHOWS. ULTIMATE WALL AXIAL LOAD IA.S.T.M. 72-611 3998 LBS/LINEAL FEET OF PANEL WIDTH FRONT WALL SECTION AXIAL LOAD ISPECIAL TESTI IN EXCESS OF 720 LBS/LINEAL FT. WITHOUT APPARENT DEFECT S 8 C C.'S RECOMMENDATION OF ALLOWABLE WALL LOAD 1000 LBS/LINEAL FT. OF WALL AREA INCLUDING WINDOW AREA B.O.CA'S RECOMMENDATION OF ALLOWABLE WALL LOAD 1999 LBS/LINEAL FT. OF SOLID PANEL WALL- DOUBLE WINDOW WALL CONSTRUCTION CAN CARRY ALLOWABLE ROOF LOADINGS ABOVE. EASILY WIND COAD (WALL WIND LOADING DATA) - A SPECIAL TEST ON AN 8 FOOT FRONT WALL SECTION INCLUDING A DOUBLE WINDOW CONSTRUCTION SHOWS ULTIMATE WALL WIND LOAD ISPECIAL TESTI 46.6 LBS/SQ FT OF FRONT WALL SECTION ALLOWABLE WALL WIND LOAD* 31.0 LBS/SQ FT OF FRONT WALL SECTION *FOUNDED ON 7AE ULTIMATE WALL WIND LOAD WITH A FACTOR OF SAFETY OF 2 AND ALLOWING FOR 33% OVER LOAD FOR SHORT TERM LOADING. THIS ALLOWABLE WIND LOAD IS CONSERVATIVELY ABOVE THE 20 LBS/SQ FT REQUIRED IN BOTH THE S.B.C.C. OR B.O.C.A. BASIC CODE FOR WIND LOADING. RACKING LOAD (FRONT WALL RACKING LOAD DATA) TESTTO A.S.T.M. E72-61 ON 1.3/4" PANELS COMPOSED OF 2.3' x 8' PANEL SECTIONS. AND A SPECIAL TEST OF A 3 FT. WIDE SECTION OF A 14 FT. ROOF. A 7 FT. FRONT WALL JOINED AS IT IS ASSEMBLED AND ATTACHED TO EXISTING WALL AND FLOOR CONSTRUCTION SHOWN ON THIS DRAWING. ULTIMATE WALL RACKING LOAD IA.S.T.M. E72411 - 22BS LBS. (NO CLEAR POINT OF FAILURE: RATHER. PROGRESSIVE DETERIORATION AT PANEL CORNERS DUE TO INDIVIDUAL ROTA- TION OF PANELS WITH RESPECTTO THEIR CENTERS) ALLOWABLE WALL RACKING LOAD (A.S.T.M. E72-611• 254 LBS/LINEAL FT. OF SOLID ROOFTO FLOOR PANELS ULTIMATE WALL RACKING LOAD (SPECIAL TESTI 1026 LBS. ALLOWABLE WALL RACKING LOAD (SPECIAL TESTI* 228 LBS/LINEAL FT. OF SOLID ROOFTO FLOOR PANELS 'FOUNDED ON THE ULTIMATE WALL RACKING LOAD WITH A FACTOR OF SAFETY OF Z AND ALLOWING 33% OVERLOAD FOR A SHORT TERM LOADING. S.B.C.C. RECOMMENDATION - A RACKING SHEAR LOAD OF 152 LBS/FT. IS PERMISSIBLE FOR EACH FULL HEIGHT OF WALLPANEL HAVING A3 FOOT MINIMUM WIDTH B.O.C.A. RECOMMENDATION -THIS TESTIS REPORTED TO ENHANCE THE OVERALL PICTURE OF THE STRUCTURE AND NOT TO PROVE CONFORMANCE TO REQUIRED STANDARDS. RIVET LOADS (RIVET LOAD DATA) - SPECIAL TESTS ON STRIPS OF ALUMINUM ALLOYS..024' THICK A.S.T.M. 3003 H 18 AND.050'THICK A.S.T.M. 6063TS USING ONE RIVET PER SPECIMEN OF3/16' DIA. OPEN END DOMED HEAD POPTYPE ULTIMATE RIVET SHEAR LOAD 332 LBS. ALLOWABLE RIVET SHEAR LOAD• 166 LBS. ULTIMATE RIVET PULLTHROUGH LOAD 268 LBS. ALLOWABLE RIVET PULLTHROUGH LOAD• 134185. 'ALLOWABLE VALUESARE FOUNDED ON THE ULTIMATE VALUE WITH A FACTOR OF SAFETY OF2. S.B.C.C. AND B.O.C.A. BOTH RECOMMENDED ALLOWABLE SHEAR LOAD 148 LBS. ALLOWABLE PULL THROUGH LOAD 119 LBS. V PANEL -CRAFT INSULATED ROOM ADDITION ����°� ��►, 0. w.r ti • �.. °rr 11337 A ».... :. f `PRODUCT: LAMINATED ALUMINUM PAPER - HONEYCOMB PANELING Trade Name. Panel -Craft DESCRIPTION AND USE OF PRODUCT: Panel -Craft is a paper honeycomb sandwich panel. The basic panels have .024'thick skins of aluminum alloy ASTM 3003 H-18. The honeycomb is of 99 pound Kraft paper formed into hexagonal cells which are 3/.' across flats. and either approximately 1 4 inches or 3 inches high depending on the panel to be produced. The paper is impregnated with resin. The skins and core are fastened together by a contact type adhesive composed of syn- thetic rubber, synthetic resins, and solvents. The Panel -Craft panels are used as structural wall and roof panels. The roof panels are manufactured up to 3' wide by 14' long with a minimum thickness of 3'. The wall panels are maximum 3' x 8' and minimum 1 Y/' thick. TEST RESULTS Report of Test and Evaluation of Aluminum Laminated. Resin Impregnated Paper Honeycomb Sandwich -Panel. Report No. S 132, dated October 30. 1967. was prepared by Raymond E. Cantagallo. Drexel Hill. Pennsylvania. Mr. Cantagallo is a registered Professional Engineer in Pennsylvania Transverse Load Test (in conformance with ASTM Designation E72-61). The results 'were: Test span 14 ft. 11 ft. 6 in. Ultimate load psf avg. 77.3 110.2 Rupture modulus psi (avg.) 19.450 18.740 Axial Compressive Load Test (ASTM E72-61) Five 13%, inch thick 3 ft. wide by 8 ft. long panels were selected. These tests were carried out at the Reynolds Metal Co. Experimental Center. Richmond. Virginia. They were witnessed by Arthur H. Wu of Froehling and Robertson Corporation. local independent consulting firm. Mr. Wu is a registered professional engineer in Virginia. The tests con- formed to the requirements of ASTM E72-61. All panels failed at applied loads from 10.280 lbs. to 13.440 lbs. averag- ing 11.994 lbs, for the rive specimens. Concentrated Load Test (ASTM E72-61) Specimens were taken from both the 1-3/4 inch thick and 3 inch thick panels were selected. These were subjected to concentrated loads on a one inch diameter flat point denting disk having an 0.0005 inch radius rounded off edge. Thr average results on rive specimens of each panel thickness were: Panel Pressure Dent depth thickness psi Inches 1-3/4 Inch 127 No dent 259 .006 388 -.018 517 .039 647 :044 31nch 127 No dent 259 .005 388 .012 517 .021 647 .027 778 .056 Wind Load Test An 8' wide wall panel of 13/4' Panel -Craft containing a full double width of window was tested in accordance with ASTM E72. The loading was applied by the bag method in 5.2 psf increments to 45.6 psf. The deflection ranged between 1' and 1-5/ 16' at the six deflectometer points at that maximum load. At the next increment (only to 46.6 psf) the unit failed. The failure was a crippling of one of the outside flanges of the aluminum. .01 TABLE OF RESULTS Test performed Test*results of Necessary Patio Enclosures, design Inc. structural strength components 1. Tensile Strength 21,000 psi 16,000 psi aluminum extrusions 2. Shear strength 902 pounds 200 pounds steel screws 1/4" per screw @ 1 ft. cl 3. Pull-out strength 276 pounds 200 pounds • steel screw 1/4" per screw 4. Column -to -beam 1300 lbs. 900 pounds connection strength (2 screws) (note 1) . 5. Shear strength 2275 lbs. 1000 lbs. lag screw 3" per screw @ 5 ft. cl 6. Pull-out'strength 1959 lbs. 500 pounds lag screw 3" per screw 7. Pull-out strength 737 pounds 450 pounds aluminum masonry rivet. per rivet per rivet 8. Pull-out strength 1260 lbs. 200 pounds roof connector per foot per foot NOTES: 1. Each column -to -beam connection will see a force of 900 pounds, therefore, two screws must be used, one on either side of the connection. 2. The testing showed that the controlling factor in tension at all connections would be the aluminum extrusions and not the connector. CERTIFICATION: I am familiar with the testing procedures used for this report and I do certify that they meet the standards of good testing practices. t1�!lnrrrrq�r OF 0 Paul Simpson, P.E. PAUL D. =. SIMPSON �9r - 7,�(/�3 4359 = Date ;;.�.!• 0 %.;,'YONAL SEN ;.►.�` it �/1 •. ,' •,.•�r':f t�ii;Yis {N:��'i� /. ; �.�.�+ 1 Zi rb ",_`,,.�' ���?'�;_ ;it�� , • � r , �, :. 1Fil {: �y:'. A-; •� • j 7+' . 4 : • � T' tq ul rb � .. '.tip ; • b� •• �•• , ' t. •t. ~ '•-'1: 7�•.•!1Y.E••t.'t r••d't�•a;�;� •'' 1•�t4 L•r 1 OD y 2a �� 1 � a h �•LA JIM LA � x f a, 3 �1 ,, +.t • ,,� • '� W r'u;r¢�» O 1 DRi �'41 Lot ab ! •� I i • I i •• 4 T,iYO r 71 ' If ••' • Lam••(• ►•� r. �. I w��•.�SiY . N�`.•.r•• .rr- I I • . • • � �',l.�.i I .1 n .•. �11y ��!�'I S�r I I� T,iYO r 71 ' If ••' • Lam••(• ►•� r. �. I w��•.�SiY . N�`.•.r•• .rr- I I • . • • � �',l.�.i I .1 n 919E -0Z8 '5699'ZZB qtM NW WM SMOI '18 '1S 3001913WVO 609 *ON, 'S3UnS01ON3 OMYd a 02 qv7 •fir' �i r � r :low` ••�, �� �� n� \� • Testy -j � rr7 c f \ 7��� , �•� . Via= �i�• 77a�rM i7rAt �rr�T•P+�i�• �T l � • w.J'►� sn-� � rr.. : L7rJA 77 � •u � _+ oo•�TlC 77C 1 N I ,p I —77 :.3.700 7 /v7r�•rA7T7 yrOi/ I II Ny r.,s� :ZrfV VIM ` r 7 .i -- "•ori "se• I ') • - �"Ti••7i� -.ovr- —' QrfQ '7n•V7 a .. os. .t'1� J tA� .-' �•� cru. s o a -� asr -�.- l j 7a g or rM1l • �• Tor 7S� 7 ttl r �u i j IJU :I 'IA ;:1•� ��' /YP7�7/�'^�•7 sr/ 1.11. 7A Ir wJ :low` ••�, �� �� n� \� • Testy -j � rr7 c f \ 7��� , �•� . Via= �i�• 77a�rM i7rAt �rr�T•P+�i�• �T l � • w.J'►� sn-� � rr.. : L7rJA 77 � •u � _+ oo•�TlC 77C 1 N I ,p I —77 :.3.700 7 /v7r�•rA7T7 yrOi/ I II Ny r.,s� :ZrfV VIM ` r 7 .i -- "•ori "se• I ') ss�i• 171j IZ•� �1�• ��C �`.Nip -.ovr- ss�i• 171j IZ•� �1�• ��C �`.Nip D 3 kSly CITY OF FRIDLEY Effective Date May 1, l9a8 . -RESIDENTIAL APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES RATE SCHEDULE ` RATE Furnace Shell and Duct Work, Burner (Also replacement furnace) $ 20.00 TOTAL i Gas Piping $ 10.00 $ (piping needed with new furnace) Gas Range $ 10.00 $ Gas Dryer $ 10.00 * Air Conditioning Call sizes) $ 10.00 All Others/Repairs and Alterations 1% of Value of Appliance or Work COMMERCIAL/INDUSTRIAL 1% of Value of Appliance or Work State Surcharge TOTAL FEE Reinspection Fee ($15.00) Rough Insp. Date Final Insp. /-.?0 Date Approval for Permit MINIMUM FEE FOR ANY HEATING PERMIT IS $15.00 PLUS $.50 STATE SURCHARGE *Air Conditioners can not be placed in side yard without written permission from adjoining neighbor. a Job Address Department of Building$, 6431 University Ave. N.E., Fridley, MN 55432 City of Fridley Tel. #571-3450 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, Minn. f OWNER Ii icoL✓ LoL�%� L��s�✓� KIND OF BUILDING USED AS TO BE COMPLETED ABOUT -- ESTIMATED COST OLD - NEW BUILDING PERMIT NO. PERMIT NO. l DESCRIPTION OF FURNACE/BURNER HEATING or POWER PLANTS, Steam, Hot Water, Warm Air- No. Trade Name Y"'- Size No. Capacity Sq. Ft. EDR BTU [._7,/ HP Total Connected Load Kind of Fuel BURNER - Trade Name Size No. Capacity Sq. Ft. EDR BTU HP � p Company S E ® ®hr �'' Signed By mo HEATING & AIR COND! V 472ZiL 8910 WENTV=oT Tel. No. MINNEAPOLIS, lv�k� 881.9000 Fill out back side for stack verification on replacement furnaces CITY OF, FRI,.0LEY APPLICATION FOR HEATING REPLACEMENT CHIMNEY AND. STACK VERIFICATION THIS FOR14 MUST ACCOMPANY STANDARD APPLICATION FOR HEATING PERMIT FORM. LOCATION �� S (� ' f2 r DATE A® - 6 -d,f OWNER ADDRESS The undersigned hereby verifies that the existing chimney or stack: 1. Has been carefully examined 2. Is free from rust or deterioration 3. Ho foreign objects are lodged within 4. That it is securely supported S. That it meets all current Code requirements for size and total BTU connected S: Total Heating RTU All Other BTU TOTAL REMARKS HEATING PERMIT 0 :ZL (JJy 3,Y .31 ZIGNED ad L i c�e-pn's Me�,,� by r Address HEATING & AIR CONDI. i Telephone MINNEAPOLIS'. P Agi-. li ,'1 Fridley City License SUBJECT IT NO. City of Fridley 720776' AT THE TOP OF THE TWINS BUILDING PERMIT RECEIP �• COMMUNITY DEVELOPMENT DIV. >r------ PROTECTIVE INSPECTION SEC. q 3 9/ 5 CITY HALL FRIDLEY 55432NUMBER REV DATE PAGE OF APPROVED BY 612-571-3450 910-F15 4/23/91 JOB ADDRESS 5925 - 6th. Street NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 15 5 Bonny Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Victor Arnoldy 5925 - 6th, Street NE 5714152 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 Residential 7 CLASS OF WORK NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 2Q' x 12" Shed 9 CHANGE OF USE FROM TO STIPULATIONS Use treated bottom plate, Maximum height is 141' from ridge to floor. Anchor building with % 1/2 ° anchor bolts-.6 feet on center. WARNING Before digging call for all utility locations 454-0002 REQUIRED BY LAW SEPARATE PERMITS REQUIRED FOR WIRING, HEATING, PLUMBING AND SIGNS. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. ZONING SQ. FT. CU. FT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT NO. DWLG. UNITS OFFSTREET PARKING ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES VALUATION SURTAX AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $3 $1.5Q WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT pQOQ PERMIT FEE SAC CHARGE DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $ 54.00 Fire SC $3.00 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTAL FEE $58.50 SIGN URE OF COWACTCAOR AUTHORIZED AGENT IDATEI EN PROPERLY VA ATED THIS IS YOUR P RMIT BLDG INSP OAT SiGNATUREOF NERIIF OWNER IDATEI NEW Effective 1/1/91 ADDU [ ] R-1 AND R-2 ALTER [ ] Building Piermit Application Construction Address: �, s �o � f �� �i2 �o L y 1A 5-5�3 2-- Legal Description: /p 7" ! K owner Name & Address: VIZI-ex— 12_,V01_D Tel. Contractor: h9 yam' =11 - Tel. # r Address: -5— S X47/ 4L l ple Attach to this application, a oertificate of Survey of the lot, with the proposed bion drawn on it to scale. UNIM AREA: Length Width Height Sq. Ft. G RAGE AREA: Length a--© Width C! Height Sq. Ft. .7- c/o DEM AREA: Length Width Hgt/Gr and Sq. Ft. onMR• Corner Lot [ ] Inside Lot [ ] Ft. Yd Setback / Side Yard Setbacks J Type of Constriction: L _ Estimated : $ _ D D D Approx. Completi oaz Date: ry- c C u Q o�tc y' Proposed Driveway Width If New Opening Is Desired: Ft. $ $ /�- Width + 6' See Back Page DATE: z / APPLICANT: Tel. # s�7� — WS CITY USE Oi�II�Y Permit Fee $ 00 Fire Surcharge $ no State Surcharge $ �•, C� SAC Charge $ Driveway Escrow $ Park Fee $ Sewer Main Charge $ TUTAL SZ MIATIMS: ® U S C TR-` r;rL Fee Schedule cai Reverse Side .001 x Permit Valuation (1/10th �) $.50/$1,000 Valuation $650 per SAC Unit Alt. "A" or Alt. "B" Above Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] P,_ i�r7iL_ P"0-4 i Fc,v�►� 60 � -?od v S Qu OVAJ �� p u C Aa S zwT1l l" ENGINEERING GEOTECHNICS 7708 LAKELAND AVENUE P O OSSEO, MINNESOTI CERTIFICATE OF SURVEY For MORK AMO 1"1SSOc.1P.TE Lo -r t5, FSl oCK S I BC�NtJY AOC\Z'\oN ANoKA CvotvTY + M+NnteSOTA Scale I" = 30' 0 Den ,tv Ir.n M,:nument LAND SURVEYING PHONE 1612 425-2181 L,i - V� �0 'S O WOOD FeNGE �I o 135.1-i 0.2'4 -;r0 8 ` NORTH 2 FENtfi ENO% o.7t We hereby certify that this is a true and correct representat cn of a survey of the boundaries of the land described above and of the location of all buildings thereon, and all , i;ible encroachments, if any, from or on said land. As surveyed by me this 2 2 N o day of u w E _ . _ 19 �1 -_ . CASWELL and ASSOCIATES File No 4400 1;,, , 42(n 135.1 z z.o NI W 1 ur GAR. i z l - Z 20 W Z O Q EXrSTtNG � Q O v OMM � W (� I W d' NouSE. 'S O WOOD FeNGE �I o 135.1-i 0.2'4 -;r0 8 ` NORTH 2 FENtfi ENO% o.7t We hereby certify that this is a true and correct representat cn of a survey of the boundaries of the land described above and of the location of all buildings thereon, and all , i;ible encroachments, if any, from or on said land. As surveyed by me this 2 2 N o day of u w E _ . _ 19 �1 -_ . CASWELL and ASSOCIATES File No 4400 1;,, , 42(n SUBJECT City of Fridley 25998 AT THE TOP OF THE TWINS BUILDING PERMIT � + RECEIPT NO. 1 i _ COMMUNITY DEVELOPMENT DIV. L V �a PROTECTIVE INSPECTION SEC. E NUMBER REV DATE PAGE OF APPROVED BY CITY HALL FRIDLEY 55432 612-571-3450 9t0 -F15 4/28/98 JOB ADDRESS 5925 6 Street NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 15 5 Bonny Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP Victor Arnoldy 5925 6 Street NE 571-4152 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Minnesota Exteriors Inc 8600 Jefferson Hwy, Osseo, MN 55369 391-5514 2877 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. B USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION K3 REPAIR ❑ MOVE ❑ REMOVE ­ 8 DESCRIBE WORK Install soffit/fascia/gutters 9 CHANGE OF USE FROM TO STIPULATIONS Install soffit ventilation to meet the State Building Code. 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 SO. FT CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 80 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 $2,100 $1.05 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $74.75 Fire SC $2.10 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTAL FEE License SC $5.00 $82.90 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT IDATEI WHEN PROPgAj1Y VALIDATED THIS IS YOUR PERMIT SIGNATURE OF OWNER IIF OWNER BUILDERI IDATEI 8 G INSP r)ATE NEW [ ] Effective 3/1/96 ADDN [ ] CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 a� Building Permit Application ConstructionAddress: V % a� 5 all- e �%cv Legal Description: Owner Name & Address: aCA4 A�d�-t'061( Tel. # Contractor: MN LICENSE # 7P09 vxy� Address: Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq" -Ft OTHER: -,,,�Ce Q Comer Lot [ ] Inside Lot [ ] Ft. Yd Setback Side Yard Setbacks Type of Construction: X Estimated Cost: $ 9/d d� Approx. Completion Date: �a (Cost: on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ DATE: APPLICANT: Permit Fee 1415 $ Y, 7e Fire Surcharge $ Q A) State Surcharge $ �< SAC Charge $ License Surcharge $ � Driveway Escrow $ Erosion Control $ Park Fee $ Sewer Main Charge $ TOTAL $ ` STIPULATIONS: CITY USE ONLY Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) M9 Tel. # $.50/$1,000 Valuation $900 er SAC Umt �/�� VOVP $5.00 (State Licensed Residential Contractors) Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] a SUBJECT PE City of Fridley 6 5 6 2 AT THE TOP OF THE TWINS BUILDING PERMIT COMMUNITY DEVELOPMENT DIV. r PROTECTIVE INSPECTION SEC. NUMBER REV DATE PAGE OF APPROVED BY CITY HALL FRIDLEY 55432 612-571-3450 910-F15 7-13-98 JOB ADDRESS 5925 6TH ST NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 15 5 Bonny Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Vic Arnoldy 571-4152 3 CONTRACTOR MAR, ADDRESs 6680 Lucia Ln 911, Fridley, 55432, 571-39I P E LICENSE NO. 200976 Premium Roofing, , 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 S DESCRIBE WORK re-roofing house and garage (22 Sq) - tear-off 9 CHANGE OF USE FROM TO STIPULATIONS Underlayment must comply with State Building Code. 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 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 I 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 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $1,834 .92 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTALFRI �r License J$5.00/f.$ .25 SIGNATURE OFCONTRACTOR-OW-11 ORIZED AGENT IDATEI PR ERL V IDATE T IS YOUR PERMIT BLDG SP MATE SIGNATURE OF OWNER OF OWNER BUILDER) IDATEI a NEW [ ] Effective 1/1/98 ADDN [ ] CITY, OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION ConstructionAddress: Legal Description: -� Owner Name & Address: (�/G �LoL 4° D Tel. # S %/ �P Contractor: ric e�-/a'J/[�A 1 /l/( MN LICENSE # Q60' Address:. e, i t L,ti "J/ Tel. # S%/ `S Z? 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. DESCRIPTION OF IMPROVEMENT Length Width Length Width Length QQL Width Height Sq. Ft. Height Sq. Ft. Hgt/Ground Sq. Ft. Construction Type: fOC) /_ ( 111G Estimated Cost: $ c =. (Fee Schedule on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ = $ DATE: % / `i APPLICANT: 6IC_ % :� iv�� ✓i/ Tel. # 71/ —J-!; f TOTAL $ STIPULATIONS: CITY USE ONLY Permit Fee $ l7SC) Fee Schedule on Reverse Side Fire Surcharge $ 1, A3 .001 of Permit Valuation (1 / 10th %) State Surcharge $ $.50/$1,000 Valuation SAC Charge $ $1000 per SAC Unit License Surcharge $ LID $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: