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PRE 2010 DOCSCity of Fridley, Minn. BUILDING PERMIT No 4124 Date: .....__Et...._._ -•.• . 1-5. '—�_...- -......--•--•--- Owner: .. - . .mo? .............. Builder Address.............................. -........ ........ ... _....................... _... _...... .................. Address 019M L CATION WBILDI G No....... Street ....._.. . ....._.............---.........-----... ._.._....Part o Lot ..... _............................ .......... --- •----------- -. ._._ / ....................Addition or Sub-Divisio / Block - ......... .. �`� ••• - Corner Lot ................................... Inside Lot ................. ................. ... Setback: �.�.. Sidey Sewer Elevation ............................................_..---................................................ Foundation Elevation DESCRIPTION OF BUILDING To be Used as: ` j P- Y!© , . Front . DepthQ.v.-��w Height :. ®S9. Ft... P �) Cu. Ft _. _.............. _...................................... Front ............. ....-.. _ Depth .._......_......_..j� . pHei ht ................... .... Sq. Ft. ........ ................ Cu. Ft. .....................-- Type of Construction ....................................__.... Est. Cost.1..T....Y®......._.�... To be Completed ..................... ...................... ......... In consideration of the issuance to me of a permit to construct the building described abo e I agree to do the proposed work in accordance with the description above set forth and in compliance wi provisions of ordinances of the city of Fridley. In consideration of theayment of a fee of G P �..�.- ..._�-, 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. �- Building Inspector NOTICE: IThis permit does not cover the construction, installation for wiring, plumbing, gas heating, sewer or water. Be auto to see the Building inspector for separate permits for these items. �1 �1 4 « _ APPLICATION FOR BUILDING-PEfOM CITY OF FRIDLEY, MINNESOTA Owners Name Builder __ZiO�- Address S ' &�I_ 4/-;V"' Address //j No. LOCATION OF BUILDING Lots' 9�� 'Block_ Addition or Sub.Div. Corner Lot Inside Lot A"-- Set Back-��,-t- S SEWER ELEVATION FOUNDATION ELEVATION Applicant attach to'th's'.form Certificate'of Sutvey of Lot and proposed building location. DESCRIPTION OF BUILDING To be used as: F ont Depth Heifit Sq. Ft. cu. Ft. _. Front Depth Height Sq. Ft. Cu. Ft.: Type of Construction Estimated Cost To be completed The undersigned hereby makes application for a permit for the work herein specified, agreeing to do -a -11 -work in strict accordance with the City Ordinances and ruling of the Department of Buildings, and hereby.declares.-that all the.facts and representa- tions stated in this application are�true and correct, /7 DATE _,6 u J / 9 S % SIGNATURE Iyt-0 (A Sch9dule•of Fee..costs.can be found on the Reverse Side.) Application for Pourer Pknft and Nom, Cooling, Yew fflone and Air Conditioning S"em and Devices PARTIAL RATE SCHEDULE GRAVITY WARM AIR: RATE TOTAL Furnace Shell & 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 AIR Furnace Shell & Duct Work to 120,000 BTU ............ $10.00 $ each add. 60,000 BTU ....................... 3.00 $ Replacement of Furnace ............................. 6.00 $ Repairs & Alterations—up to $500.00 ................. 6.00 $ Repairs & Alterations each add. $500.00 .............. 3.00 $ STEAM or HOT WATER SYSTEM Furnace Shell & Lines—to 400 sq. ft. EDR Steam .$10.00 $ Furnace Shell & Line—to 640 sq. ft. EDR Hot Water .. 10.00 $ Each add. 200 sq. ft. EDR Steam ...................... 3.00 ' $ Each add. 320 sq. ft. IDA Hot Water . . . ........ .. 3.00 s OIL BURNER—to 3 gal. per hour ... . ' ... ... .. ..... 6.00 $ over 3 gal. per hour—See Fee Schedule GAS BURNER (up to 199,000 BTU) ....................... S.w $ over 199,000 BW See. Fee Schedule GAS FITTING FEES: NO RATE TOTAL 1st 3 Fixtures ...................... x$ 200 $ Additional Fixtures ................ x .75 $ Gas Range to 199,000 ........... is 8.00 $ Dept. of Bldgs. Phone 880.3480 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 0 is — Owner C Kind of Building P Used as — To be completed about '� / 0 / Z' Estimated Cost, $ 9" ' ® p Building Permit No. Permit No. CoA DESCRIPTION OF WORN TfG—o—rTMR-P0MTS—Steam, Hot Water, Warm Air—No Trade Name Size No�� Capacity Sq. FL E.D.R BTU-9--Y—td—H.P. Total Connected. Load Rind of Fuer BURNER — Trade Name Size No Capacity Sq. FL ED -R- BTU HF. AIR CONDITIONING FAA HEATING SYSTEM see Fee schedule VENTILATING SYSTEM ALTERATIONS & REPAIRS TOTAL. FEE $� D • � Signer ROUGH Business Phone No- 77f FINALa°l (REMARKS—OVER) SUBJECT IT NO. City of Fridley �.4_ NT 156 3 AT THE TOP OF THE TWINS BUILDING PERMIT CEIPT NO • __ COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION SEC. -7( n/ r /--'1 CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY 612-571-3450 910-F15 9/18/79 JOB ADDRESS 455 - 79t1L Way N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 5-8 1 Spring Brook Park SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Pelnis 455 - 79th Way N.E. 784-0101 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Richard Hastings 6331 Riverview Terrace N.E. 574-9966 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 Reroof structure 9 CHANGE OF USE FROM TO STIPULATIONS Roof can be second but not third roof. _xx3MXxx.21j Install ridged galvanized valleys. 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 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 1 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 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 $11000 $.50 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- $7.50 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ZtS% PLAN CHECK FEE TOTAL FEE $8.00 SIGNATURE OF CONTRACTOR OR 4ftHORIZED AGENT (DATE) WHEN PROPERLY VALIDATED THIS IS YOUR (?//8/ ?2 6 BLDG INSP 9 f)A E SIGNATURE OF OWNER IIF OWNER BUILDER) (DATE) CITY OF FRIDLEY N APPLICATION FOR RESIDENTIAL BUILDING PERMITS r (New, Alterations, Additions, or Repairs) OWNER: BUILDER: 21• ADDRESS: ADDRESS: 6331 C TEL NO: ° TEL NO: Construction Location STREET NO: 4155 STREET: LOT: 5- BLOCK: _�ADDITION: f Q-4. cTl- Corner Lot: Inside Lot: Setback: Sideyards: Applicant attach to this form two Certificates of Survey of lot and proposed building location drawn on certificates to scale. DESCRIPTION OF CONSTRUCTION Front: Depth: Height: Squane.Feet: Cubic Feet: Front: Depth: Height: Square - Feet: Cubic Feet: Type of Construction: Estimated Cost: 0 o � 916 Be Completed: -7130 �? q Alt. A Alt. B . Proposed Driveway Width If New Opening Is Desired: $ $ SEE REVERSE SIDE OF SHEET .Mie 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 trueand correct. / DATE: �� D7 SIGNATURE :. �Z � Stipulations: I1 761 sue�Ecr PE City of Fridley 16 AT THE TOP OF THE TWINS BUILDING PERMIT r RECEIP • COMMUNITY DEVELOPMENT DIV. INSPECTION SEC. Imo% PROTECTIVE NUMBER REV. DATE PAGE OF APPROVED BY ` '--;,, CITY HALL FRIDLEY 55432 ---- L J ` 612-571-3450 91 0-F15 9/10/82 JOB ADDRESS 455 - 79th Way N.E. 1 LEGAL LOT NO. BLOCK TRACTOR ADDITION SEE ATTACHED DESCR. 5, 6 7 8 1 Spring Brook Park SHEET 2 PROPERTY OWNER MAILADDRESS ZIP PHONE 784-0101 Andris Pelnis 455 - 79th Way N.E. 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 mom addition (24' x 301) and a garage addition (10' x 30') 9 CHANGE OF USE FROM TO STIPULATIONS WARNING lefwe dining call local utillti>�s iE�E�NNE-EltCtRlC-;W a REQUIRED` BY . , SEPERATt PERMITS REQUrt�C1 FOR� RIPIG, HEA,nWG, PLUMBING AND SIGN& TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. Wood Frame THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN BO 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 ] STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATIQN SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $'B,200 $ 14. GO 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- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. $193.00 NONE PLAN CHECK FEE TOTAL FEE 48.25 $255.85 SIG TURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE( I WHEN PROPERLY (DATED THIS IS YOUR PERMIT e /B Q ; BLDG (NSP TE SIGNATURE R IIF OWNER BUILDE DATE' I1 761 CITY OF FRIDLEY Effective Aug. 1, 1981 APPLICATION! FOR RESIDENTIAL BUILDING PERMITS (flew. Alterations, Additions, or Repairs) OWNER: ADDRESS: TEL NO: _ BUI LDER : ADDRESS: TEL NO: Construction Location • STREET NO: 5 STREET: _19 -el? W)a y LOT: BLOCK: ADDITION: Corner Lot: Inside Lot: Setback: Sideyards: Applicant attach to this fora two Certificates of Survey of lot and proposed building location drawn on certificates to scale. DESCRIPTION OF CONSTRUCTION Front: 0+ Depth: Height: Square. Feet_.Cubic Feet: Front: l Depth: Height: Square Feet: 7k,0 0 Cubic Feet: _ Type of Construction: Estimated Costa Rb Be Cbrapleted: Alt. A Alt. B Proposed Driveway Width If New Opening Is Desired: $ ' $ SEE REVERSE SIDE OF SHEET . The undersigned hereby makes application for a permit for the work- herein specified, agreeing to do ,all work it, 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. Stipulations: a RA4,* v s. ou i � 4 z a z o p g i I � I' i �f 1 n Ijj; iI I s I � J c' r, 11 _ r _.:.. _ - u, tl n1 1 p I 1 Po i City of Fridley SUBJECT 24-884 AT THE TOP OF THE TWINS BUILDING PERMIT r RECEIPT. COMMUNITY DEVELOPMENT DIV. 1 v PROTECTIVE INSPECTION SEC. r 1 . � CITY HALL FRIDLEY 55432 NUMBER REV DATE PAGE OF APPROVED BY 612-571-3450 910-F15 2/25/97 JOB ADDRESS 455 79 Way NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 5,6,7,$ 1 Spring Brook Park SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Frank Pomeroy 455 79 Way NE 784-9338 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Midwest Siding & Roofing 3533 Perry Ave N, Crystal MN 55422 521-3652 20010277 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 Reroof house & Garage (23 Sq) Tear-off 9 CHANGE OF USE FROM TO STIPULATIONS Underlayment must comply with 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 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 $1,897 $.95 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- $59.50 Fire SC $1.90 UCTION R THE PE RMAIQCE CONSTRUCTION. PLAN CHECK F T TAL FEE Li ns SC .00 $67.35 IGNATU EOFCONTRACTOR ORAUTHORIZED AGENT IDATEI H N PR LY VA D TED THIS IS YOUR PERMIT LOG IN �J OATE SIGNATUREOF OWNERIIF OWNERBUILDERI IDATEI NEW [ ] Effective 1/1/97 ADDN [ ] CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION ConstructionAddress: 45-5- '75t` Er' l A 4 Legal Description: Owner Name & Address: Fr&., k Tel. # Contractor: E'h,'Jw rF 5j,'n, MN LICENSE # Address: 3-�- 3 3 6 4 S_ Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF EUPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height . Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: Construction Type: 7 e� 9, Estimated Cost: $ o Vis% S (Fee Schedule on Back) Driveway Curb Cut Width Needed:. • Ft. + 6 Ft = Ft x DATE: a S— g APPLICANT: • Tel. #"a/- CITY USE ONLY Permit Fee $ S Fee Schedule on Reverse Side Fire Surcharge $ 1,90 .001 of Permit Valuation (1/10th%) State Surcharge $ $.50/$1,000 Valuation SAC Charge $ $950 per SAC Unit License Surcharge $ S-.06 $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 $ (0 . STIPULATIONS: rAmw CIiYOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 • (612) 571-3450 • FAX (612) 571-1287 March 31, 1997 Mr. Greg Gerulis Midwest Siding & Roofing 3533 Perry Ave N Crystal, MN 55422 / Re: Reroofing Correction at 4✓55 79 Way NE Dear Mr. Gerulis: On March 26, 1997, an inspection was conducted at the above noted address for the reroofing completed by your company. It appears that the felt paper has been poorly installed on the north side of the roof causing pronounced ridges. Attempts to contact you have been unsuccessful in regards to this matter. We will expect this matter to be addressed and corrected by May 1, 1997 or this matter will be turned over to the City Prosecutor for his legal consideration. If you have any questions, I can be contacted at 572-3603 or in writing at 6431 University Ave NE. Sincerely, i BARRY IESCH Building Inspector BR/mh CC: Owner, 455 79 Way NE CITY OF FRIDLEY 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 F63) 572-3604 FAX: (763) 571-1287 ADDRESS : 455 79 WAY NE PIN - : 033024310015 LEGAL DESC : UNAVAILABLE : LOT BLOCK PERMIT TYPE : BUILDING PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : DECK PERMITO.: 2004-01715 DATE ISSUED: 10/07/2004 VALUATION : $ 13,000.00 NOTE: SEE NOTATIONS ON PLAN. CALL GOPHER STATE ONE AT 651-454-0002 FOR UTILITY LOCATIONS. CONSTRUCT A 16'X 16' DECK AND PATIO ROOM. STATE LICENSED CONTRACTOR 1 APPLICANT CHAMPION PATIO ROOMS 7155 W COMMERCE CIRCLE NE FRIDLEY, MN 55432 OWNER POMEROY FRANK & BERNADINE 455 79TH WAY NE FRIDLEY, MN 55432 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 work 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. An is Date Bldg hasp 1L=, -a ,S . �A — Date � 1049 BUILDING PERMIT FEE 223.25 PLAN CHECK FEE 145.11 FIRE SURCHARGE 13.00 STATE SURCHARGE, VALUE 6.50 LICENSE SURCHARGE 5.00 TOTAL 392.86 PAID WITH CHECK # 2016 i e SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. NEW Qq CITY OF FRIDLEY Effective 1/1/2003 ADDN [ j 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp ALTER [ ] SINGLE FAMILY AND DUPLEXES R4 AND R-2 (763) 571-1287 Fax BUILDING PERMIT APPLICATION Construction Address: 1�55' 79 f" WV JIBE Legal Description: Owner Name & Address: AgmEx.oy Tel. # 713- 7dy- 933f Contractor. 014mPveN A*Tio Aom MN LICENSE #BC-2a3L�3s9 Address: '7/3S eommerrx-0 GWZE ; EAtni.EY mrJ SN32- Tel. # 57V-.2 059 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 /4 Width / G Hgt/Ground 6 0 „ Sq. Ft. a546 OTHER: ��irlovE ,EX�ST�N6 /L X /6 06c1�; e p FACTORY DIRECT SI(/Nj�CE 1953 9T/o Room Estimated Cost: $ `J 1®a6 • � WINDOWS •SIDING PATIO ROOMS ® 6 Ft = Ft x $ _ $ i 7155 Commerce Circle W. 3xwr Co"/E2 Tel. # r%L3-S7� z06f Fridley, MN 55432 Ph: 763-574-2054 n application. Fax to 763-571-1287 if using credit card and we will Steve Collier Fx: 763-574-2044 Patio Room Installation Manager Cell: 763-226-9121 TY USE ONLY - www.championwindow.com Permit F $3-.5� Fee Schedule on Reverse Side Fire Sura¢ge �$ / _ `/ .001 of Permit Valuation (1/10th%) StateSurcharge / 3. de? $.50/$1,000 Valuation SAC Charge �$ S"� $1275 per SAC Unit License Surcharge $ <7: 0 0 $5.00 (State Licensed Residential Contractors) Curb Cut Escrow $ Alt. "X or Alt. "Btt Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ TOTAL $ Agreement Necessary [ ] Not Necessary [ .�' r ,t rT ��, ry'�, ' G�vr' ,;.� � e ..�. �• gyp, •' ,.. � - 4 `' <`' , � ,,, 54,` ' 0015 HioKway Np.bl N.lt . G��iv e rh . �Ii}pogpoiis, a ,' ' y� Mit. SS4s1 r Y e rhe , � : t. t. ,, r `� • ,.. '. •. '! .: .,. telepho�n:7t)0.606611.1 - `,e� Engineers & Survegoris Area cede bis y , nP A 'S3urive ° for +�.f� ; � � btdld!}+gsf`i!`gaihere`.and all visible 'onaoacbnts len, if'any; from or an said land.•'this_syris t. I ✓�.9+{�RI. t �Se �'lI.��Y.!!�z'.i l��n;r/E�i�'•���� ��J?il�sNN`` S� •Y '1'j{. !V t, , x �Py {1 ��•M.� `` —3r 4 ltd 'e¢r�4 Aa tnamiatin4; hove, been pleeed for the ;purpose of .establishing' let linea or boundary Nf ' .. t .. orad fbl},�;day+oi A. D:,:�q� . •. • r 4p aS It'r rr by.. ti#' t.•' i'"\'t. 44 . e GG�I Hca } 4'.. - ,SI • Jr' �• a,.l's� ' -,' �, 1 ..;" i; .1 �/.5 Y.W.: IOC .. I ' � � .. y_� Y• -rb r�'? W/,1 p*< Y+ * �. /4 O V. ID 11 Fe bC: P L.oT 2' • 4w ALL. a Lf a , OF LOTS 3'` At IDS 4 f BLOCK 51, ♦VVY,,- PAR. . ''. 15u 8 JE CT Ta .. "y'�'lE : &x,l'f'i•'t 2$ s ' t, Ka �SM !'� ` M1 • bow :.. t ) _ ('� .FFEr FOR At -i eAvNT°Yy Clear .01r7t ' `iS,,.,,,r,'4 ayyFk� �, psrd at a' y..1 0-`-V• �'e. ` a .A t . �_ -'�,I _ . Iw � �.y.•� S Y v ee t. , � E e rhe , � : t. t. ,, r `� • ,.. '. •. '! .: .,. •A ' v� rad•Oap{d cok►ett rep'resentatlab of a•sgrvoji of Am boundaries of the land above; described and of the btdld!}+gsf`i!`gaihere`.and all visible 'onaoacbnts len, if'any; from or an said land.•'this_syris �o holcyl}3}tm�ytith fl�mottgags lool nal Wng'-,placed on the. property and no liability i('assumed ���'heh�ers► j0pich;morlgage or any'ether• interest oetaulred by''1he reason•of such mortgagt fte.is ltd 'e¢r�4 Aa tnamiatin4; hove, been pleeed for the ;purpose of .establishing' let linea or boundary Nf ' .. t .. orad fbl},�;day+oi A. D:,:�q� . •. • r SUBURBAN -ENGINEERING, IMC. gam,' Krti r �n0I11Olrf Surveyors n by.. Champion Patio Rooms 7155 Commerce Circle W Fridley, MN 55432 612-623-9500 Creation date: 918/04 CUSTOMER: Frank & Bernadine Pomeroy 455 79th Way NE Fridley, MN 55432 Phone: 763-784-9338 Revision date: Yew -4 pc&?Z-- �:�•� I 1" = 4' II By: Steve Collier r4s* j 000,4tv477C/f.A, 4�'erw'xsern W-Osw&s) Pteps & railings to code 13'x4' landing House Existing door Nominal 16'31 6' patio room wfface mot gable roof 18" bell 22" bell 18" bell Existing foor joists 2 x 10 C 16" OC - treated Rimmers dbl 2 x 10 - treated Joist hangers on all Ledger board lag bolted to house rimmer Flooring under room 314" OSB T&G VC48514 Posts 6 x 6 treated Carriage beam dbl 2 x 10 - treated Footing detail per attached specs Approx. 55" above grade Champion Patio Rooms CUSTOMER: 7155 Commerce Circle W Frank & Bernadine Pomeroy Fridley, MN 55432 455 79th Way NE 763-574-2054 Fridley, MN 55432 Phone: 763-784-9338 1" ='V Creation date: 918104 Revision date: By: Steve Collier rF---_'_-_-_-_'_'_'_-_- -_-_-_-_'_'_'_'_-_-_-_-_-_'_-_-_-_-_-_'_-_-_- i � ' U � �---------� o . � � � 455 79th Way NE Not to scale 6.964" � Qs O O 6.21 " 6.05" N 111 O O 00 s 1.000 .75" 1.000" 6.437" .v-_ • 6.210" � 6.210" N 0 0 7 (A -0rn-uc i w O STYLE L" O �a Cr PARTS FOR A CHAMPION GABLE SYSTEM � t 1 •t7 111 ; 4" ALUMINUM ENCLOSURE O • (� o-1 •K'N U t7 rn S`r, N a `.. �) 6:1- tl b.4! fiD (9I O I 3.810" ,�--- 3.970" Q Cs M 7lS C� Jol O EM Iz O 4.660" N w O STYLE L" O PARTS FOR A CHAMPION GABLE SYSTEM � 111 4" ALUMINUM ENCLOSURE O 0 M 7lS C� Jol O EM Iz O 4.660" 3.970" 4.500" 11 0 ol 0 N p 3.920" o 4.230" IN ul o r–n O U1 N a 4.010" 3.860" w a 0 u Ln Ca 3.970"' 1.000' N U1 O 00 O x 4.890" I� O Z: \ O ell 0 O M O z R m M 0 CCC 7 rO U 1.000" N w O L" O a � 111 x 3.970" 4.500" 11 0 ol 0 N p 3.920" o 4.230" IN ul o r–n O U1 N a 4.010" 3.860" w a 0 u Ln Ca 3.970"' 1.000' N U1 O 00 O x 4.890" I� O Z: \ O ell 0 O M O z R m M 0 CCC 7 rO U 1.000" 1.015" 0 W N W rr � CID 0 a a 1.040" 2.420" L4 Ln bD II � 00 A P J W 0.055" CO. II , CHAMPION ENCLOSURE SUPPLIERS INC 12111 Champion Woy, Cincinnoti, OH 45241 PH: 513 782-3900 FAX : 513 782-3903 w J a O 0 rn N a 1.015" 0 W N W rr � CID 0 a a 1.040" 2.420" L4 Ln bD II � 00 A P J W 0.055" CO. II , CHAMPION ENCLOSURE SUPPLIERS INC 12111 Champion Woy, Cincinnoti, OH 45241 PH: 513 782-3900 FAX : 513 782-3903 mi PAIL SPAN SEE fABLE 151W 4 FOR ALLOW. 5PAN5 3' GIRT 5PAN -� 5EE TABLE 4 5-h FOR ALLOWABLE 5P I 5-L N KNEE WALL 11MMR lVa BEAM RIFER TO fffia 6 50f FOR 5PAN5 APS 5ECfION 505 i- 6IRf5 PER II AW 4 - REFER fO fAE5 2 AM7 3 �ef 4 FOR ALLOWABLE COLUMN 5PACING PAHO FNC0%1?U UVA110N Ar EXISTING 5TUfa NOTE: CO"CTNG HANGER TO 2)(BI mNG LEDGER. & ALTERNATE COMBINATION OF DOORS, J J WIM70W5, fRANSONI5 ANI7 KINE I, J WALL5 MAY M USED FROMV i 4 5PECIM12 I•Lm AND SPACW6 �----- UMIfA110N5 ARE ADI•LRED . 10 6 5 tri \ ' S2 - 5ANIAMCII PAKFL ?b�' IZ" HEIGHf COLUMN PER 17. K` 6" IFILL FILL HEIGHT COLUMN 15 ONLY #8X 1/ 2" c 6" C/CI-SLAM EXPANDER PER 7 REGI mD vam ALLOWABLL . WITH 5 AT CO LUMN5 WRIVOWUNIT DOOR UNIT WQv0WUNIf GIRT 5PAN5 ARE LE55 THAN g /71N II / 1 5 5 7 I/ 2" 5M5 @ 16" EA 5119E 1/ 2 ROOM WIDM C/ C I -BEAM GIRT PER II NON AXIAL -LOAD BEARING p COLUM5 PER 11 AW 2 COWMI? 112115106@1611 a C/ C EA 5119E �s REFER TO fABI.E 2 AND 5 51f f TRANSOM EXTRUSION PER 4 n�f& FOR 5PACWG 5-2 51b�w&L r0 wor CONN�C110N II E RIDGE P05f PER 17. ER TO TA�.ES 5A AND 5B PA110 NU05 T 5112M&. �I.M110N MAX HEIGHT MV AAAL FA5CIA PER 7 LOAD CARRtWN6 CAPACTY PAIL HANaR PLR 2 #8 @ 12" C/ C SO EXI5fm COIR COLUMN PER 12 COLUMN DE5IGItD FOR 50 P5F HORIZONTAL LOAD AND MAXIMUM AXIAL A5 GO U17 BY ROOr PALL CAPAC05 5116" X 5" LAG 5CREW5 CO"CTNG HANGER TO 2)(BI mNG LEDGER. & ROOF LOAD (PLF)- J J 1150 1200 5M 19ETAIL A FOR ROOF -� — RIDGE BEAM MOW. CONIECtION f0 1 SEE TABLE 6 54 Ef 5 i 4 MASOVRI' WALL 11 FOR 5EC110H 5?e5 �----- ROOF OVERHANG AM7 SPANS 10 6 5 tri \ ' S2 C -WALL (AXIAL LOAD BEARING) ?b�' COIR COLUMN PER 12 COLUMN DE5IGItD FOR 50 P5F HORIZONTAL LOAD AND MAXIMUM AXIAL A5 GO U17 BY ROOr PALL CAPAC05 5116" X 5" LAG 5CREW5 CO"CTNG HANGER TO 2)(BI mNG LEDGER. 5PACING PER FOLLOWING TABLE. ROOF LOAD (PLF)- 100 1150 1200 250 550 4 RLO'D 10 6 5 FA5CV PER ACING I6" I6" IZ" 10" 8" 7" 6" #8X 1/ 2" c 6" C/CI-SLAM EXPANDER PER 7 . WITH 5 AT CO LUMN5 n1. All / / r ros ROOM PRO-ECTION (TYPICAL AT AU, I -SLAM TO PAWL COMWION5 LOA17 BEAM IIEAMR PER5o W 6 2 COMBUP 5EE TABLE 5 51w 4 #8 X 1/ 2" 5N6 @ 24" C/ C W 5 2 FOR ALLOW 5PAN5 10 6 5 FA5CV PER 3 53 6OR15 PER 11 #8X 1/ 2" c 6" C/CI-SLAM EXPANDER PER 7 . WITH 5 AT CO LUMN5 WRIVOWUNIT DOOR UNIT WQv0WUNIf /71N II / 1 5 5 7 I/ 2" 5M5 @ 16" EA 5119E C/ C I -BEAM GIRT PER II 9 5 7� K1�E WAU KNEE WALL r 112115106@1611 a C/ C EA 5119E �s 14WUAMM5EP5ACM`&WAM?`�FAN TRANSOM EXTRUSION PER 4 n�f& &LEAMP`PAN' PAN & I•RA19ER S'AN s 14;ADER SPAM 5-2 51b�w&L r0 wor CONN�C110N REFER f0 TABLE5 2 AND 5 51ff 4 FOR ALLOWNLE COLUMN 5PACWG PA110 NU05 T 5112M&. �I.M110N FA5CIA PER 7 PAIL HANaR PLR 2 #8 @ 12" C/ C SO EXI5fm a #8 X1/2" 5M5@10" C/CW 5fumOR CaLE TIE Il� T FOR AffK MENf TO TIMBER FRAMED WALL PROVIDE r- - ' �-- • 2 No, 5,116" X5" LAG 5CREW5 @ 24" C/ C OR FOR AffAGHMENf TO MASONRY PROVIDE 2 No. I/ 4"X 2"ZAMAC NALIN ANCHORS A -WALL O : " REFER f0 TAME A 5W4 FOR ROOF LOAD5 AT 51,"ORf5 (AXIAL LOAD MATZ) Ri19GL BEAM ( REFER TO TABLE 6 5{•EE15 FOR 8 @ 12" C/ C W 'AXIAI D Q 505) LOA / BEARING WALL S2 lu POST ulE W PER 17 �� � i WOOD POSE COt C1E� 0 ma i � rA la HORIZOW& PF.E55M MIN ROOM Wg7M ROOM Wm @ 175 P5F m0.9 X ROOM PR0.1;C11OJ @ 22.0 P5F- 1.2 X ROOM PROJECTION PA110 M1.05a FLAN @ 27'0 P5`- 1.4 X ROOM PROJECION 4NO1/4"X2" MU51•ROOM WAD ANCHORS @ 4" 5PACIN6 AT EM7 Of PATI COVER CO"CTING ROOF 5fRUCm f0 MA50NRY W&L WALL OF EXTG /k1111 4' * 4" + 4" D -WALL OF PAHO ENCLOm MOM #4 CONIIM.IOUS W FOR SPACING Of LO 9CTOP5 ON WTERIOR REFER TO 5ECTIION 2A/ 52 � 5f�RA f0RiPI.�rWAV5 �2 �00� r0 �X7 i 4X4WOOD P05f UPf01600 1,05* AND CONNEC1W WITH 2 51MP50N AM 18 FOR UPLIFT LOAP5 UPf0 21001:05* AND 2 M5fA 21 FORS 019a MAM r0 PANNI. n�1"AII. al41W24oa %Refer to table C C Pro sheet 4 for upllfL Wwb on Gabe rO* pmt 1 4" CONC M SLAB ON GRADE WINFOU17 P05T SLEEVE PER 17 5LAB WITH 51UP50M ABU44 WYM 6X6-W2.0X92.0 ON VAPOR BAMR 5EE TABLE hA my 5B FOR P05f 13A5E OR CO*fCSP TO DECK ON 4" O.EANOF 5fOW ON FIRM & 54ALE WIG>'if AW AWL LOA,19 NIH 2 51M15ON M5fA 21 5f 5 CARRYING LIMITATIONS FRAME JAMBPER 2 FRAME JAMB PER 2 I 1-1 1 1=11 Al 1`001M TO BEAR ON A FIRM 5fAME 9D6M HAVING A -S=MWIMUM 5AM BEARING #6 X 514" 595 CAPAON OF 1000 1751 @I6" C/ C VERfICALLY heresyCcrimth r under my -QIP rtat i am a d;1iy Lccr;yf Profen; iona1 Z-ngne_r. undo- Stale of Minnesota. Uie 1Im's of the Print lV3rrfe: MYtITIh�Go& Signature: 'Z `'tel Date 48 X 1/'2" 5M5 @ 24" C/ C VERTICAU.Y - I-COLUMNPER II FULL I.IEIGI•tt 4" W0017 FRAME JAMB PO5T. SEE TAME5 5AAM7 MR 2 50 FOP. Haff AN19 AXIAL LOAD CARRYING LINKATIOJ5 EDGE OF PATIO COVER ROOF CON,fINUOU5 PERIMETER FOO" -� *-,K-4811 MUN A2 MfAl� A: WOF CONWC110N r0 MA50NF WALL., �2 TWN�P 190M _SLAB ON C �� FOW12 110N n�rAli. 4 GA6If t;InG� 5l �f'0�1" p05r 5�C110N Vomv - C"cn �i V) Coco LLi K1"� r) x N W U) n- � •o O U •� z W 2.z O FL c � = U U 1/ 4" X 2" LAG 5CMW @ 16"C/ C INTO WOOD FRAMING OR 1/ 4" X I -I/ 2" MUSHROOM MAI7 ANCHOR INTO MA50WY SMS@ j// 24" Cl C VERTICALLY ---J 2 51mw&L ro poor CONWC11ON Mf& r U) YJ V m w N V w wW C) V) U V' w Z J O M 1= cn a O 2 Q Z LIJ j Q st DATE: DEC 2001 SCALE: NTS DRAWN BY: NUG MC NO. S- 2OF5 #8X3/4"( @ 24" T&V FASCIA PER or, 8 5#8 X 5/ 4" 5M5 AT PANEL W/ 2#8 X 5/ 4" Af I -IMAM FOR FOR IF TO 100 FLF InF-f* 3 #8 X 3/ 4" AT I -BEAM LP f0 200 PLF Inn* 3-5/ 4" OR 6" ihL(): 5# 8 X 5/ 4" Af EACH I -BEAM IP fO 500 PLP LPL Ff* EP5=/ ALIN %N 5AWM 3-3/ 4" OR 6" 11.1ICK EP5 3 5/ 4" OR 6" Tl• a (* Refer to Table A sheet 4for upl t I®d at rof %ppots) PM I SANDWICH PALL #8 X I / 2" 5M5 @�/ W C 5NOCH PANEL C 48 X 5/ 4" 5105 AT PANEL W/ '#B X 3/ 4" AT I -BEAM FOR FOR IP TO 100 PLP UPLIFT* #8 X 5/ 4" AT I -BEAM LP TO 200 MF InFf*' # 8 X 3/ 4" AT EACH I -BEAM IF TO 300 PV UPLIFT'* * Refer to Table A sheet 4for upldtlaad at rmf supports) #8X1/2" 5M5 i A @ 24" C/ C FA5CIA PER �...- �' 80R15 BORIS f_ _-� I# 0/4,15M5@ MRRER APM I 8 X 5/ 4" 5M5 @ �_ 2" Cl C CO*ECTNG FISHERS FOR'COLUMN UPLIFT LOADS* I �C01 UN�N4U'LP1 L AIF TO 10805 FOR I TO 920# I #8X5/4" HEADER PER 8 UpLTf LOAD5* IP To 1360 # 5M5 @ 12" Cl C 10 NO. l/ 4" X 2" MUSHEOOM FEAR ANQM FOR # 121 2-11211 WOOD 5GREW5 Fa CENTER COLUMN IPLIFf LOAD5* U'TO 2048# CONNECTING OR LnIFf L0AD5 ON CENTER COLUMN PfO 860 LBS* USE 4 #8 X 5/ 4" 5M5 1/ 2" 5M5 @ 24" kfer to table B sheet 4 for ceder HEADER �O�ECTING HEA ER fO COLUMN ZEA 5MHEADER 5EE NOTE IN TEXT BOX IN EXPAN9ER PER 9 PR AM =0R UPLIFT LOAD5 ON CENTER COLUMN CONNECTION OF ,�— Z.5" MPl EXPANDER f0 COL NM Pf01500LB5 * U5E 6 48 X 3/ 4" 5M5 CENTER COLUMN PER II XNNECfW HEADER TO COLUMN h/ 8" IN5U1LATE1? aA55 U\If FRAME JAMB PER 2 'OR UPLIFT LOA175 ON CE-WER COLUMN d _°d e aNff COLUMN .PTO 2048 LB5* IgE 10 #8 X 5/ 4" TRANSOM COWMI IMG HEADER TO COLUMN "/ 4" ALUM %N *Refer to tabs 6 sheet 4 far ccbm, wm6mb r' tN COLUMN r0 HUMP ITTAIL 5 TIS PALL # 8 X I / 2" SM5 @ C FOR IPI -ET LOAd25 ON cEN1TER TIN6 VERTICALLY CONNECCTING COLUMN LKO B601,135 * FRAME JAMBS f0 COLUMN U5E 4 #8 X 5/ 4" 5M5 CONN ECTM COLUMN f0 EXPANDER FRAME JAMB PER 2 FOR UPLIFT LOADS ON CENTER I -COLUMN PER If COLUMN UPf01300 LB5* #8 X 1/ 2" 5M5 @ 16"C/ C U5E 6 #8 X 5/ 4" 5M5 CONNECTING FOR UPLIFT LOA25 ON CENTER FRAME JAN MBS TO COLUMN rug COLUMN UPfO 20401 -BS USE 10 #8 X 1/ 2" 5M5 *Referto taYz B sheet 4 far a mm 0fi kads y5 aNTM COLUMN r013A5f PLAN FISHERS FOR'COLUMN UPLIFT LOADS* I �C01 UN�N4U'LP1 L AIF TO 10805 FOR I TO 920# N6.1/ 4" X 2" MIWOM HEAD ANQH9R5 FOR # 12 X 2-1/ 2" WOOD 5CWN5 FOR UpLTf LOAD5* IP To 1360 # LIFE LOA195* IF TO 1560 # 10 NO. l/ 4" X 2" MUSHEOOM FEAR ANQM FOR # 121 2-11211 WOOD 5GREW5 Fa CENTER COLUMN IPLIFf LOAD5* U'TO 2048# INTER COLUMN LPLIFT LOADS* IPTG (*Refer to table 6 sheet 4 for anter r'aum upitft 63,6) )48# 1/ 2" 5M5 @ 24" kfer to table B sheet 4 for ceder I -COLUMN PER II 'm°' "Ift loads) 5EE NOTE IN TEXT BOX IN EXPAN9ER PER 9 DETAIL 4/ 55 FOR CONNECTION OF ,�— Z.5" MPl EXPANDER f0 COL NM f0 fRAN50M EP5 CORE 5AN19VNCH h/ 8" IN5U1LATE1? aA55 U\If PANEL d _°d e aNff COLUMN r0 6A5� ffil noNTO 6A5�C�ON DEADER WITH I2" C/ C COMcfm FADER TO HEADER HEADER TO HEADER ARM ARM PER 6 ARM DEADER ARM PER 6 1/ 2" 5M5 @ 24" DEADER PER 5 # 8X I/ 2 5M5 @ 24 ��#BX FADER PER 5 C/ C CONNEM FADER f0 fP.AN50M TP.AN5OM )01 C/ C CONNECTING HEADER 5-5/ 4" ALUM SKIN EXTRUSION PER 4 f0 fRAN50M EP5 CORE 5AN19VNCH h/ 8" IN5U1LATE1? aA55 U\If PANEL s5 WAPM r0 a GLA551�ANSOM 9a APU fO PANEL 1�ANSOM_ 5 TRANSOM "/ 4" ALUM %N EXTR%610N PER fEP5 COW 5A 47MCH 4 0� TIS PALL IN5U-ATED #8 X 5/ 4" 5M5 @ 16" C/ C EA #8 X 5/ 4" 5M5 @ 16" GLA55 UNIf 5mE COdNEC" TO TRANSOM Cl C EA 5M f0 GIRT CONNECTING TENNI FRAME HEAD PER TO GIRT 1 -BEAM 5EC11ON #8 X I/ 2" SMS GfRt PER II @ 16"C/ C FEW HEAD PER I r5 Tm50M r0 wmam rrw WNDoW/ DOOR #8 X 5/41, 5105 @ FEW 5LL PER 3 16"C/ C 4" 5LL 5EC11ON PER 11 #8X3/4" @16"C/C I -BEAM 6W PER II #8X5/4" @16"C/C 9/81, INSULATED TRANSOM EXTRUSION GLA55 UNI1 PER 4 �5 WINPOW FPAAC r0 G155 26NNSUM 5/8" IN51LATED /-GLA55 LW TRANSOM EXTRU5lON PMR 4 #8X1/2" @ 16" C/ C EXPANDER BASE PER 9 IS S• 5-3/ 4" OR 6" ilia EP5 CORE/ ALUM 5P.IN SANDWICH FAJ�EL #8 X 5/ 4" 5115 @ C/ C CONNECTING ADER TO FEA ER w 850LB5* HEADER PER B PROVIDE 5 #8 x 3/ 4" 5M5 V�WEN HEADER AMID COUP COLUMN CORNER COLUMN fO: 6J,'AVIiI' LOAD5 U'f0 MR 12 v 11001-05* - upl�ft loads PROVIDE 5 #8 X'51 4' 5M5 MMEN BASE AM GET EXFANDER AND COUP COLUMN #8X1/2" 5105 @ 16"C/ C CORNER COLUMN FERI2 5 PAWS fM50M r0 \M22Y rmw wwoW/ DOOR #6 X 3/ 4" 5105 @ FRAME 5LL PER 5 16"C/ C 4" 5LL SECTION PER II @ 16" C/ C VANDER wlt PER 9 2 #8X3/41,5105 @ 16" C/ C VERTICALLY AfTACHNG BOM FRAME JRMB5TO COMB COLUMN 5!5 PLAN OP CSM COLUMN 10-McK 6 No. 1/ 4" X 2" LONG MLN`IROOM I•EAD PM14OR5 Af COLUMN FOR CONNECTION TO CONTE 5LAB OR 6 # 12X 2-112" WOOD 5GREW5 FOR CONNECTION TO TIMBER DECK -SAM GIRT PER II #8X3/4" #8X1/2" 5W @ 16" C/ C @ 16" C/ C 5-5/ 4" ALUM 5KN EP5 CORE 5AN vwui PANEL 5 mpaw-rmw r0 PANEL 2 No. 1/ 4" X 2" LONG AUSF%OOM FEAR ANCHORS 5-5/ 4" ALUM SKIN @ 50" FOR COl%WCfION EP5 CORE 5ANIDIMCH TO CONCRETE 5LAB PAIa 5TAGGERED EA SIDE OR 2 #12 X 2-112" WOOD 5CREW5 @ 24" C/ C FOR ExPANI7ER BASE CONNECTION f0 TIMBER PER 9 DECK wcaRED EA 5IDE 4. . L \ CON)CWfe 5WII OR 5 KW WALL r0 6A5W�L �0 6� 11MBER DELK 8a .. . ... _ . A EXPANDER PER 9 �— 25" MN d • a F*- rhereby cor< iy thEE this �'MJ @ 24" C/ C FOR :ZION TO UMBER SCORNER COLUMN PER 12 PROVIDE A TOTAL OF 5-#8X5/4,,5K5 BETWEEN COMER COLUMN AND EXPANDER BASE Apir•R n7 DOOR 5LL PER 5 � �'/r2Ct r 5LL EX• M51ON PER K 9 EXPANDER PER 1 1• a o1,41 • o0 U M� z" C,4 t2 LoLo v n Lo C> � Co ^ J o W c ry U C/-) _ o 'n. o UL v w W W ix 0 NN} N am z� W0�n ON QO 0aZ z ctW LJ O N= !;c- 0 - DATE: 0 - DATE: Dec 2001 SCALE: NTS DRAWN BY: YJG DRG NO. 5-3 3OF5 TABLt A: ROOF REACTION LOAD5 ( PLF) AT ROOF SLJ cR,-"5 4, TABLE INQ,LM5 ROOF PANEL DMD LOA175 TABLE B: CaUMN AXIAI- LOA125 (05) 20 25 30 35 40 45 50 55 60 16' 15' 14' 13' 174" 11' 8" II' 10'6" 10' 1960 2240 2520 mom 30 o 1980 2310 2640 2970 35 1900 2280 2660 3040 3420 40 2150 2580 3010 3440 3870 22 20 1265 1518 1,771 2024 2M 25 1540 1848 2156 2464 2772 30 1815 2178 2541 2904 3267 35 2090 2508 2926 5M4 3762 40 ==moo=a 2838 3311 3784 4257 24 20 1380 •' ����/ 1932 2208 mom= 25 1680 2016 mom 2668 3024 30 1980 2376 2772 3168 3564 35 2280 2736 3192 3648 VON ��m 40 2580 ••' '' i' ' ' •'�"''��"/ �'///%ammm 00 4, TABLE INQ,LM5 ROOF PANEL DMD LOA175 TABLE B: CaUMN AXIAI- LOA125 (05) MU C AXIAL LOAD5 ON GALE RIDGE 5U'PORT P05T * TABLE INQ.LIDE5 ROOF PAKU DEAD I.ON25 TABLE la: ALLOWABLE 5PAN5 FOR 3-3/ 4" THCK EP5/ ALUM 5NVWIQj PANEL LM; ROOF/ SNOW LOAD (P5F) 20 25 30 35 40 45 50 55 60 16' 15' 14' 13' 174" 11' 8" II' 10'6" 10' 1960 2240 2520 mom 30 o 1980 2310 2640 2970 35 1900 2280 2660 3040 3420 40 2150 2580 3010 3440 3870 22 20 1265 1518 1,771 2024 2M 25 1540 1848 2156 2464 2772 30 1815 2178 2541 2904 3267 35 2090 2508 2926 5M4 3762 40 ==moo=a 2838 3311 3784 4257 24 20 1380 •' ����/ 1932 2208 mom= 25 1680 2016 mom 2668 3024 30 1980 2376 2772 3168 3564 35 2280 2736 3192 3648 4104 ��m 40 2580 ••' '' i' ' ' •'�"''��"/ �'///%ammm 00 PlEm4poo"FlEll'y"!amMEN/" 1110 MU C AXIAL LOAD5 ON GALE RIDGE 5U'PORT P05T * TABLE INQ.LIDE5 ROOF PAKU DEAD I.ON25 TABLE la: ALLOWABLE 5PAN5 FOR 3-3/ 4" THCK EP5/ ALUM 5NVWIQj PANEL LM; ROOF/ SNOW LOAD (P5F) 20 25 30 35 40 45 50 55 60 16' 15' 14' 13' 174" 11' 8" II' 10'6" 10' TABLE jNcLLVt 5 ROOF PANEL DEAD LOAD5 5pM5 BA5ED ON LE55ER OF LL11MATE LOAD DMDED BY A FACTOR OF 5AMY - 25 OR DEFLECTION CRITERIA Ol TIS 5PAN 12MM1213Y 120 TABLE 113: ALLOWABLE 5PAN5 FOR 6" THICK EP5/ ALLAN 5NZMXH PANEL ROOF LM=/ SNOW LOAD (P5F) 20 25 30 35 1 40 45 50 h2, ZI' 20' 18' 17' 16' 2070 25 1400 1680 1960 2240 2520 mom 30 o TABLE INCLLIDE5 ROOF PALL DEAD LOAD5 5PAN5 MW ON LE55ER OF WIMATE LOAD G 5AFETY - 2.5 OR DEFLECTION CRITEM OF TIf U5e TABU09 M95 FOR AXIAL LOAD5 ON CENTER COLUMN5 U5E 1/ 2 OF TIS TAMATED V&125 FOR AXIAL LOAD5 ON CORNER TABLE INCUM5 ROOF PALL DEAD LOAD5 COLUMN5 L . TABLE C ( CONT' D) : AXK LOAD5 ON COLE RIDGE 5LIPPORf P05T ROOM WIDTH (Fp ROOF LOAD +/-P5F RIDGE MAPA SPAN (FT7 10 12 14 16 18 20 20 1150 1,580 1610 1840 2070 25 1400 1680 1960 2240 2520 mom 30 1650 1980 2310 2640 2970 35 1900 2280 2660 3040 3420 40 2150 2580 3010 3440 3870 22 20 1265 1518 1,771 2024 2M 25 1540 1848 2156 2464 2772 30 1815 2178 2541 2904 3267 35 2090 2508 2926 5M4 3762 40 2365 2838 3311 3784 4257 24 20 1380 1656 1932 2208 2484 25 1680 2016 2352 2668 3024 30 1980 2376 2772 3168 3564 35 2280 2736 3192 3648 4104 40 2580 3)16 1 5612 1 4128 4644 * TABLE INQ-U7E5 ROOF PARI, DEAD LOAD5 TABLE 2: MAXIMLN SPACING BETWEEN I-COLUMN5 (MV 11 AM7 2) n�atian, or RE ER TO TABLE B MEET 4 FOR AXIAL LOAD5 ON 7F f"c V fileai Utif�-�P my dif6C� d'ulsr i_c. rl$ (At3LE 4: N ABLE LOADS (PLF)FOR DOOR/ WINDOW F ADER Fro s ;,n ,°i-:� unc i ir2 IsAp"S o ,'dot tc+O'l, ,17M V13Y 120 signature: Late A 51fET 4 FOR APPLIED ROOF REACTION AT 5LlPPOP15 ih M CO o � nwl LLJ V N w C) O -1 u V z w z = C) a .a � v w W (~!) 0 J a�En LU z<o z CX wM w i? Ow O 00 as � U Z w� g M WJ ~0 Q DATE: DEC 2001 SCALE NONE DRAWN BY: MJG DttG W. 5-4 4 OF S mom own n�atian, or RE ER TO TABLE B MEET 4 FOR AXIAL LOAD5 ON 7F f"c V fileai Utif�-�P my dif6C� d'ulsr i_c. rl$ (At3LE 4: N ABLE LOADS (PLF)FOR DOOR/ WINDOW F ADER Fro s ;,n ,°i-:� unc i ir2 IsAp"S o ,'dot tc+O'l, ,17M V13Y 120 signature: Late A 51fET 4 FOR APPLIED ROOF REACTION AT 5LlPPOP15 ih M CO o � nwl LLJ V N w C) O -1 u V z w z = C) a .a � v w W (~!) 0 J a�En LU z<o z CX wM w i? Ow O 00 as � U Z w� g M WJ ~0 Q DATE: DEC 2001 SCALE NONE DRAWN BY: MJG DttG W. 5-4 4 OF S TABLE ,f : ,,ALLOWABME C4Kr 5PAN5 ROOF HEIGHT AT PEAK (F1") NAND M59M + / - (P5F) 15 17.5 20 22.5 25 27.5 30 8 18'346'10'15'9"14'10' (FT) ( FT) 8 1411" 13'5"2'10' 2/ 2X8 9 17' 10' 16' 3" 15' 3" 14' �}" 13' 8" 13' I" 12' 6" 10 17' 2" 15' II" 14'11" 14' 0" 13' 3" IT 71112' 2" II 16'9" 15'6` 14'6" 13' 7" I3' 0' 12' 3" 11' 1011 12 I6' 3" 15' I" 14' 2" 13' 3" 12'711;12, 0' II' 6" 13 l5' 11" 14' 9" 13' 10' 13' 0" 12' 3" II' 9" II' 3" fM,g 6: REOa P 512E OF RIDGE BEAM TABLE 5a: MAX H%-iT" OF GABLE RMT, %MORE P05f 13 MM ON WIND LOAD PANEL ROOF RIDGE BEAM SPAN (FT) SPAN LOAD ff Mf -OP4 1:2 IN ACCOWANCE MH TIS MOMMM5 OF TIS ALUMINUM A55OCIAfION M516 N 10 12 14 16 18 (FT) ( FT) 8 20 2/ 2X8 2/ 2X8 2/ 2X10 21242 4. TH15 PA110 ENCL051.0� CAN M CONSfRUCTEI ON IMF FRAMED DECKS Pp,OVIDEI TIS DECK II 0 25 2/ 2X8 2/ 2X10 2/ 2X12 2/242 12.5 3100 2530 30 2/ 2X8 2/ 2X10 2/ 242 2 IC 9.5" LVL ENGINEERING FILL WITH AN ALLOWABLE 50L BEARING CAPACITY OF IOOOPSF.FOOTINGS SHALL 35 2120 2/ 2X12 2/ 2X12 2 PC5 11.25 L 2 PC5 11B111 LVL 40 2/240 2/ 2X12 2 PC5 2 PC5 2PC5 9.5" LVI 11 25011 LVL 141 LVL 9 40 2/ 2X8 2/ 2X8 2/ ZXIO 2/ 2X12 2 PC5 �� IZ 20 2/ 2X8 2/ 2X10 21242 2 PC5 95 LVL 2 PG5 11.25 LVL 25 m� 2/ 2X10 ii�®• 2 PC5 �� 2 PC5 11.25" L . �mm'' 2/ 2X8 2/ 242 2/ 2X12 2 PC5 112V LVL 2 PC5 11251, LVL 35 Z/ ZXIO 2/ A22 PC5 y�� 2 PC5 11.25" L PANEL ROOF RIDGE BEAM SPAN (FT) SPAN LOAD ff Mf -OP4 1:2 IN ACCOWANCE MH TIS MOMMM5 OF TIS ALUMINUM A55OCIAfION M516 N 10 12 14 16 18 (FT) ( FT) 8 20 2/ 2X8 2/ 2X8 2/ 2X10 21242 4. TH15 PA110 ENCL051.0� CAN M CONSfRUCTEI ON IMF FRAMED DECKS Pp,OVIDEI TIS DECK II 0 25 2/ 2X8 2/ 2X10 2/ 2X12 2/242 12.5 3100 2530 30 2/ 2X8 2/ 2X10 2/ 242 2 IC 9.5" LVL ENGINEERING FILL WITH AN ALLOWABLE 50L BEARING CAPACITY OF IOOOPSF.FOOTINGS SHALL 35 2120 2/ 2X12 2/ 2X12 2 PC5 11.25 L 2 PC5 11B111 LVL 40 2/240 2/ 2X12 2 PC5 2 PC5 2PC5 9.5" LVI 11 25011 LVL 141 LVL 9 40 2/ 2X8 2/ 2X8 2/ ZXIO 2/ 2X12 2 PC5 �� IZ 20 2/ 2X8 2/ 2X10 21242 2 PC5 95 LVL 2 PG5 11.25 LVL 25 2/ 2X8 2/ 2X10 2/ 2X12 2 PC5 �� 2 PC5 11.25" L 30 2/ 2X8 2/ 242 2/ 2X12 2 PC5 112V LVL 2 PC5 11251, LVL 35 Z/ ZXIO 2/ A22 PC5 y�� 2 PC5 11.25" L 2 PC5 11B111 LVL 40 2/ 2X10 2/ AV 2 PC5 9 " LVL 2 PC5 11.25" Lvt 21 PC5 14" LVL 10 20 2/ 2X8 2/ 240 2/ 2X12 21242 12y1' 5 95" LVA, 11.25" LVL Z PC5 2 PC5 2 5 2/ 2X8 2/ 2X10 2/ 2X12 9.501 LVL 1.25" LVL C5 2 PC5 2 13 30 2/ 2YI0 2/ 2X12 9.5p LVL 125"' I VI 1125'CLVL 35 2/ ZXIO 2/ 2422 PC5 9.5 LVL Z PC5 11.25 LVL 2 PC5 II B7 LVL 40 2/ ZXIZ 2 PC5 9.5" LVL 2.PC5 11.25" L 2 PC5 11.25" LM, 2/PC5 , 14" LVA, TABLE INCLUDES ROOF PANEL DMD LOADS TABLE BASED ON 50MN PINE No. I 6 DIMENSIONAL UIIMBER AIS 1.75"N THICK X 1.9E MICROLLAM LVL BY TRIG .QST TOTAL LOAD 17EFLECfION LIMITED fO L/ 240 TABLE 6 CONf'D: REQUIRED 51ZE OF MtU BEAM fMLE 56: AXIAL LOAD CAPACITY Or' POST %EEV9 + 4X4 WOOD POST W59RT 4m NOTES AND SPECIFICATIONS � � RIDGE BEAM SPAN (F /' D951GN OF THE STRUCTUP.PL ALUMINUM MEMBERS AND CONN9CT10N5 HAVE BEEN GABLE ALLOWA E 5) ff Mf -OP4 1:2 IN ACCOWANCE MH TIS MOMMM5 OF TIS ALUMINUM A55OCIAfION M516 N POST IIt; I G'MANUAL5199�} ANP 2000 EDITIONS. WA5 USED IN Tit I�� DOUG FI--- I�c� 2, UNLE55 OMMpM5E NOTED, A DESIGN HORIZONML WIND LOAD OF MO 5F (11)TIS PI N DE516jN OF fit ALUMINUM FRAME CONNECTIONS. 3850 TH9 LOAD BEARING COM COLUMNS NAVE BEEN M516WP TO WITHSTAND A 301`51` 10 HORIZONTAL WIND LOAD ANP IM MAXIMUM AXIAL LOAD OF 1650LB5 IN fitCOMBINAT10N5 vo�!10.5 3500 SPECIFO:D IN TIf 1999 BOCA,19971.030,1999 SBC, 2000 IBC BULVlNG CODES 3240 4. TH15 PA110 ENCL051.0� CAN M CONSfRUCTEI ON IMF FRAMED DECKS Pp,OVIDEI TIS DECK II 0 AND IT5 FOO11N65 HAVE BEEN PROPERLY ENAMP TO SAFELY CARRY TIS ENCL05M AND 115 3600 3060 DMCKS DESIGN LOADS, 5, TH5 ENCLOUSRE 5Y5TEM 15 LIMITED TO pECREA110N AND OUTDOOR IMPLW05E5 AND IS 12 55002740 Nof TO BE USED A5 A CARPORT, GARAGE OR HABITABLE ROOM, 12.5 3100 2530 13.0 2850 2340 MATERIALS REFER fO TABLE C .SHEET 4 FOR AXIAL LOADS ON I, 50L5 A. &L F0011NG5 SHALL BEAR ON LEVEL( WIMIN 1:12) UNDISTURBED 50L OR APPROVEI RID69 POST ENGINEERING FILL WITH AN ALLOWABLE 50L BEARING CAPACITY OF IOOOPSF.FOOTINGS SHALL EXTEND BELOW THE FR05T LINE of 19 LOCALITY. PANEL ROOF RIDGE BEAM SPAN (F SPAN LOA9 10 12 14 16 IS (� CFT) 12 2/ 2X8 2/ ZXIO 2/ 2X12 Z PC5 2 PC5 20 9.5 LVL I125 LVL 25 2/ 2X10 2/ ZXI2 21242 2 PC5 11,25 LVL1 2 PC5 11,25 LVL 30 2/ 2X10 2/2X12 2 PC5 9.9" LVL 2 PC5 11.25" LVL 2 PC5 11B111 LVL 35 2/2X10 2/ ZXIZ 2 PC5 2 PC5 2PC5 95 LVL 11.25 M 141 LVL 40 2/ 2X12 2 PC5 9.5" LVL 2 PC5 11.25" L 2 PC5 II B7" LVL 2/ PC5 14" LVL IZ ZO 2/ 2X8 2/ 2X10 21242 2 PC5 95 LVL 2 PG5 11.25 LVL 25 2/ ZXIO 2/ 2X12 2 PC5 2 PC5 2 PC5 9.51, LVL 11291, LVL 11.25 LVL 2 PC5 Z PGM 2/ PC5 30 21240 21242 9.5 LVI. 11.25 L I'} LVL 35 2/ 2X1 Z 2 PC5 2 PC5 2 PC5 2/ PC5 95" LVA, 11.25" LVL 11.25" M 14" LVL 40 2/2X12 2 PC5 9.5" LVL 2 PC5 11.25" L 2 PC5 II B7" LVL 2/ PC5 14" LVL 2 PC5 2 PC5 13 20 2120 2/ 2X12 2/ 2X12 11.25" LVL 11.25" LVL 2 PC5 Z PC5 2 PC5 25 2/ 2X10 2/ 2X12 9.5" LVL 11.25" L IIBI" LVA. 2 PC5 2 PC5 2 PC5 2/ PC5 30 21242 9,5" LVL 9.5" LVA, 11.25" M 14" LVL Z PC5 2 PC5 2 PC5 2/ PC5 35 2/ ZXIZ 9.5" LVL 11.25" LVA. 11B71, LVL 14" LVI. 2 PC5 2 PC5 2 PC5 2/ PC5 40 2/ ZXI Z 9.5" LVL 11.25" LVL 11.25" LVL 14" LVL i 9 / I I'" I G A li / • I /' i OF BI: ASfA 4,5% f07.0%. A615 60 K51 3.5TUITAL ALUMINUM A. ALL EXTRUSIONS SHAUL BE AL 606346 ALUMINUM PROVIDED BY ENCL099 50'PLIER5 INCO'JPORf P. B, P,OOF PA tL5 SHALL BE 3-3/ 4" OR 6" THICK SANDWICH PANELS MANUTACTI.IRED BY ENCLO51.9 SLMERS INCORPORTATED. THE PANEL CORE SHALL BE EXPANDED PW= WI1N A I9EN51TY OF 15 PCF. THE PANEL 5KIN5 MALL BE 0.024" ALUMINUM SHEETHING ( 3 H574. Ti -E PANELS SHALL BE A MAXIMUM OF TWEE FEET 0') WIDE AND%L BEMEN AL 606346 I-MAMS, 4. SCpRWS `� a. SWET WTAL 5CRIMW5 SHALL BE 5TAINLE55 STEEL, ZINC PLATED, GALVANIZED 5SM OR 2024-T4 ALAR" B. LAG SCREWS SHOULD BE GALVANISED STEEL WN A MINIMUM BENDING YIELD STRENGTH OF 60,OOOP9. LAG SCREWS SHALL NAVE A MINIMUM EMBMDDMENf DEPTH OF 8 X LA6 SCREW DIAMETER C. WOOD SCREWS SHALL NAVE A MINIMUM BENDING YIELD SfMNGIH OF 80,000 P51 M MUSI�[ROOM MAP NCNORS WITH 5TAINLE55 STEEL NAIL OR or NA TIf FOLLOWING PROPEp1195 IN 5000P51 CONCRETE LfGfV i3CfU.1 1p,r1'V)i `. �r s filly t CIOns-ed [i3i1.. t,,� 01 the Mint Y e i f,i Print Narfri�: ,-- Signaturt: 4222 z Md ODco ry MM_ J In U-) CL arz L C4 w Ci o 0 0 J c V A w Z = O_ o CL 0- L Q N U U; uj 0 L' J aNg w ww >- zQ� C9 g J Q wC z O W�` g Oct z 00;;E t/1 U Q w _ MwIt 150- U) DATE: DEC 2001 SCALE NONE DRAWN BY: MJG DRG NO. 5-5 5OF5 ADDRESS PIN LEGAL DESC PERMIT TYPE PROPERTY TYPE CONSTRUCTION TYPE CITY OF FRWLEY 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 572-3604 YAX: : 455 79 WAY NE : 033024310015 : UNAVAILABLE LOT BLOCK : ELECTRICAL : RESIDENTIAL : ADDITION/ALTERATION PERMIT NO.: 2004-02155 DATE ISSUED: 11/22/2004 VALUATION NOTE: ELECTRICAL PERMIT BECOMES VOID 12 MONTHS AFTER PERMIT ISSUE DATE. # INSPECTIONS 2 APPLICANT MODERN TECH INC 21151 JOHN MILLESS DR PO BOX 425 ROGERS, MN 55374 OWNER POMEROY FRANK & BERNADINE 455 79TH WAY NE FRIDLEY, MN 55432 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. STATE SURCHARGE, ELEC FLAT ELEC PERMIT FEE - MIN (RESI) TOTAL PAID WITH CHECK # 5610 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABUvIL. 0.50 40.00 40.50 From: 7634271647 Page: 2/2 Date: 11!512009 9:13:55 AM Building PLUMBING permit No.:` Inspections RESIDENTIAL APPLICATION Received By: 763-572-360x' CITY OF FRIDLEY Dat e�d;� 5 763-5024977 FAX F.FFFCTTVE2-19-09 r DATF. YOUR E-MAIL ADDRESS irvfn SITE ADDRESS THIS APPLICANT IS 0 OWNER IPCOMRACTOR PROPERTY NAME OWNER/ ADDRESS: CITY STA*rg_21P TENANT - PHONE. CONTRACTOR NAME _', tf1 JA OUR s rAA COPY Of You STATE LICENSE # EXP DATF, LICENSE, BOND AND STATE BOND # 9 :DATE,W CERTIN1CATE OF _SJCP ADDRE55: CITY INSURANCE PHONE __71.3m Lr 21 W-2— FAx PERMIT TYPE 'rINGLE FAMILY M TWO FAMILY O TOWNHOUSE TYPE OF WORK: 0 NEW �iRGPLACEMCNT rf- DETAILED DESCRIPTION OF WORK MAQ FEDS- ARE BASED ON $10 00 PER FIXTURE, EXCEPT WHFRF NOTED, FIXTURES; (INDICATE TOTAL NUMBER OF EACH BELOW). MINIMUM FF.F S35 50 I BATA SINK/LAV _FLOOR DRAINS SHOWER WATER PIPING _ _ t BATHTUB _ GAS PIPING (NEED CITY LIC) SWIMMING] POOL _ WATER SOFTNER ($35) CLOTHES WASHER YJTCH04 SINK 1 WATER CLOSET BACKFLOW PREY. ($15) _ -DISHWASHER _ LAUNDRY TRAY WATER HEATER ($35) POR IRRIGATION _ WATER METER _ OTHER . `'' r;'r �!. ' it�(�d�,' }�, "',' ,�,r ;r ',+d',f '1 q , I ' rni" + It , 1 , u�„r .a . y.+,•,,,' t q, I,. ,1,� �, , ;n,, IqA � r, a' ! , �r,y b '7 1>n' + 1;6., '� ,}1^° y�r,' rl ",�' {, (5i 1' i �>p;� I,^ � *��'.{1 , �(p•, u 1 a , �, I', k,,., � I;I' q j ,, ;; , ,{J �,N; ' q•�Ih � fh',}t•�fi tli`1Sjd.' d � ,� {Kl ij'� l�.vl 'N 111;1 'S 'i'�I I,'il, 4 ', ' i1 '. ', ,?'i ryhl � � iS �'! 1 i1'l i � r��,f! � k� � ,� Duna �N;� ,,.,, �',: n ., tl "'�i i""•{'.��' I�'f.� � I,E•+'� Ih ��!•al � I"��gIgI� ,1• �,� , a , L; 3 d ,yt'a :p •, , , , t, II 1 y u 4° 4 4" ; ii� �F�r°+;?'I�+�tiil, �} p ,�`k; sij I 'i 'II 'i Y''',jt �d . a :vi' I ��'� �I y'�9i1 "„';.�� '�jl ' + 7 � ` ;i, „t' ,°�� • b, I }{ Ja�,1 f n , , t`r G'� R, li” , rie �r,'11'%' I �'gi•t ii ���1. d' ri ;,, ,ljl':IIN't:y�4 cwt;, •''� ' ' ;(t � tli Ir , z � ' 'tai;; . If a'�' a �' , . . •k 1 � P },, ,N ��y �d,}I' ILII �;.:1, ,(f� , i t,?. t! d` N'';• .4i 4; , iL 'r,9r. ,'�,' !y �d ,}':; ,,�, ,; r � �' ;, i,; II tI � rt �' t � I} , ;;._ ; �,� ��, N i� 1 � li�.yti y'� 1� S �,; ,�t'. �ti fppf,�t��i+)� � }'•I�, � . '� a!' ' 41 h • , {;'t p '1 ; �'� L , iii I '{j 'I f1 t. .; � 1� i • I � i I ; : v:I 4�� 1 �j�} !R int 4, ; I �. 1 ' I I< ' ' • '� ��•, 1''rflill'19 , t� r,l�'I,, ' �, . ,11 4'1 • !.i tll 1 1; 1 (-� i! , 4 .'1 ) f • a, 1, 'br Ih; I i a ,r 1 ckw I r'w { 1 � ti'Y� �' '• v ' �� d �a 1. , I , "I ti #_'�'. ,P�`,,.; �� Ire,sn I 6 ,L b 'k'..I•:v �� h,SIgS} If '' �; r ��'C {�:,,lu� tl li� S�''C; '.N. h,;I 61� r.i'� 1�'" � ':�'��.>~1 ,jl,�d 1, >i}`�',',' l(t I �p op p ,y.;,, • �'� 'A v, +,Prr' I -� l '1 �;Qq ���rrr� Y 1'Iu 1 I� jl M'1 I , �•1' , ,4;_•��' 4 1 1 II�•�Wi ' ,,pr;+,1 •. ' h '' ,�'' d ' fjlrq��j(7.hj a„ 1 } "1 ' "f1 '•' '"'u�r 1 I I r Y D.J' 'i' J''Ift�'r I, ' N IIL;,g4', ' , �' '� 1'"1.. Nr' r ,hh'1 ,,q w# t„M I, { :0 {�'y'w�llr' �nl'r',tiFW a '''« ,' r Nr ,i `ly F :{IIPM.p•• „uh l;{ }d ^r :'S 1fi ,Oi9:1,:'nrld' THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a plumbing permit and I acknowledge that the information above is compleze 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 accordance with the approved plan in the a of all work which re fres view and Ipproval of plans, ' E� I SIGNATURE OF APPUCA NAME �U A., n Q DATE V ti !A City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-5723604 FAX: 763-5024977 I:' al