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City of Fridley, Minn. BUILDING PERMIT N° 61'7 6 � r Date: Owner: % / +' /M -ire r 1 'i�. diei.._+ O& Address Address Law 63AIO N OF B IL ING No. Street 4 A S ot Part of Lot Lot _ _ Block Addition or Sub -Division d Corner Lot _ Inside Lot -SSE Setback ____ Sideyard Sewer Elevation Foundation Elevation DESCRIPTION OF BUILDING Iff u Front .+ +e_ Depth ' Height Sq. Ft. *WCa Ft. 3M Af Depth Reist Sq. Ft. Cu. Ft. of Construction . �. Est. ^'�o 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 ordinances of the city of Fridley. d In consideration of the payment of a fee of"""' ' _ ,permit is hereby granted to qWFto 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 anyup� violation of any of the provisions of said ordinances. > l_ J'1 .may. Building Inspector NOTICE: Thh permit does not cover the condrucdon, hatallation for WWI, phnnhino, ga ham, cower or water. Be core to se tin Whom hopeetor for coparab Wash for thea hew. r`' APPLICATION FOR BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA Owner's Name Bui Address Ir / LOCATION /OF, BUILDING No. `? 7 r` Street Part of Lot Lot Block Addition or Subdivision _ Corner Lot Inside Lot Setback Side -Yard SEVER ELEVATION FOUNDATION ELEVATION Applicant attach to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates. To be used as; DESCRIPTION OF BUILDING nenth 9')- Height 0 Sq. Ft, `z Cu. Ft.0 7 Front Depth Height Sq, Ft. Cu. Ft. Type of Construction�� Estimated Cost To be. Completed 0 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 appl cation are true and correct. Of A DATE SIGNATURE - (Schedule of Fee Posts can be found on the Reverse Side). 760 — / 9(o 6 LOT" iCuu Sim Z- 2, Z-- BLOCK ADDRESS ee,• VALUATION co ADD. A w 6 ;r Gq) L • i �g070 City of Fridley, Minn. N° 8004 BUR DING PERMIT Date: _ June 23, 1965 Owner: JM Don Lee Builder Belair Corp. Address 526 63rd Avermae N. E. Address 2925 Pentagon Drive N. E. Mpls., 18 LOCATION OF BUILDING No. 596 Suet 63rd.. Ave. N. E. part of Lot Lot 17 Block 9 Addition or Sub.Divlsioo ChristieAddi.tion Corner Lot Inside Lot Setback Sideyard Sewer Elevation Foundation Elevation DESCRIPTION OF BUILDING To be Used as: Front Depth Height Sq. Ft. Cu. Ft. Front Depth Leight Sq. Ft. Cu. Ft. Type of Construction Est. Cost Over $500.00 To be Completed Storm damage repair 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 orth and in compliance with ail provisions of ordinances of the city of Fridley. /�J p v` C In consideration of the payment of a fee of $ 10.00, permit is hereby granted to Belair Corp. 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 an work done in, around and upon said building, or any part thereof, shall conform in all respects to the ordinances of Fridley, Minnesota location, construction, alteration, maintenance, repair and moving of buildings wig city 11 and permit may be revoked at soya time upon violation of any of the provisions of said Allen Jensen Big Inspector NOTICE Ibb ponce don not =vw ft candmAnk, hwhiladw for vrkb& phmbt aaa ban&& aaww w wale.. Be aura to ago tho BuU ft hnpoatar for apmft 1 11a for thm ten.. 4 APPLICATION FOR B ' _ I1�G PERMIT CITY OF FRIDLEYNNESOTA OWNER'S NAME f'y M G BUILDER%,� E �- /4 O rep , ADDRESS �g - G 3 2� FI' � , /5/, ADD9kSs z z S" ?C_' A4 W4 (7 VA,. &D P LOCATION OF BDING No.G Street (p 3 �� v C_r -Part of Lot . Lot Block Additioneor Subdivisiion Corner Lot Inside Lot .SetWatk Side Yard SEWER ELEVATION FOUNDATION ELEVATION Applicant attach to thin form, Two Certificates of Survey of Lot.and proposed build- ing location dfiva on these Gsttificates. DESCRIPTION OF BUILDING To be used as: PronC Depth Height sq. Ft. Cu. Ft. Front Depth Height Sq: Ft . Cu. Ft. Type of Construction Estimated Cost r d .o -.be soopletea 7- S The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work iii strict accordance with the City of Fridley Ordinances and rulings of the Department -'of Buildings, and hereby declares that. 811 the facts and representations stated in this application are true and correct. ('— Z I - G .i =MV=- //e Ck jSchedule of Fee Costs v can be found on the Reverse Side). i r � V 4 ' Bzfatlz (....U'Z#orLLl.tG0i2 2925 Pentagon Drive Minneapolis, Minnesota 55418 June 21s 1965 City of Fridley, Minn. Building Inspectors Gentlemen: As per your instructions we are listing the addressesuand work done at each place and request an building permit for reconstruction work due to storm damage of May 6, 1965. 7398 Melody Drive N.B. Home of Dr. Pete Sakamoto: Remove all roof shingles., damaged roof boards., Broken rafters, Cornice memberss Sidings Gatterss Garage Window & Door & Replace sarae with new materials. Replace all damaged sheet rocks re -tapes Paint entire exterior., replace brick veneer where damaged., interior decorating, sanding & resurface floors., replace insulation damaged., remove & replace fences replace all broken sash., remove all debris* total over $500.00 596 - 63rd Ave. N.B. Home of Don Lee: Remove all roof shingles, damaged roof boards., repair broken gable end & replace with new materials; Check all plumbing & Electrical system; Remove & Replace all broken sash & doors; Remove & replace damaged sheejt rock; Replace attached garage complete; Complete new siding in lieu of damaged shakes; Resand & resurface flooring; Replace damaged gutters; Complete interior & exterior decorating; Replace water soaked insulation; Remove & replace interior trim which was damaged: total over $500.00 (remove all debris) 7699 Hithway #65 Frost Top (Omer Sherman Hansen) Reconstruct building above grade to original condition. Commercial building total over $500.00 (remove debris on''lot) 1438 County Road J ( -story Remo & Rep a Roof Gravels -t Alum. flas new elect 1 work on & mate als a & red corate as debris. Also p mv r, Building) Jamison.. Dob s & Herda owners Joists ood deck.,Ntch & ve & replsuspended ., all Replace g., dooor the maged terials Remove over $500. 0 to restore' to f er-coa entire exterio interior. r Application for Power Plants and Heating, Cooling, Ventilation, Refrigeration and Air Conditioning Systems and Devices Partial Rate Schedule GRAVITY WARM AIR: TOTAL Location ..,�{�a.-....,' FurnaceShell & Duct Work ........... _.......... ........... - .......... -......... $................. _.............. Air - Replacement Replacement of Furnace .......... $............ _............ ...... City of g�6st $- ___ The undersigned hereby makes application for a permit for the work herein Repairs & Alterations up to $500.00 ._.-------_---------._. -••---•---••- specified, agreeing to do all work in strict accordance with the City Ordinances Repairs & Alterations each add. $500.00 -•••..••.••.•.... ............ $..... _..... _--------------- and ruling of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. MECH. WARM AIR �® ' amelia --I4 '.. ......................... 19.x..:........ Furnace Shell &Duct Work to 120,000 BTU .................. $..... _....... _.... _. �- MinnMinn.,................._. � eachadd. 000 BTU60 ...._......................._....................$ ......-........................ ' Owner.......sd:•.�t.....�....._................_...._....._._..--....._.........---_...._........................ Replacement'of Furnace ....................... -........................................... $_.... _......................... O Repairs & Alterations—up to $500.00 .... $........... _...... _..... Kind of Building .---._.... ..._.................................................... Repairs & Alterations each add. $500.00 .............................. $............ __... _.......... Used as .........Aze. STEAM or HOT WATER SYSTEM / _ � Tobe compeletd about ............/v2<-.�.-...�..I .............. .................................. ................. ......... Furnace Shell & Lines—to 400 sq. ft. EDR Steam ....$.... .................... _....... . , Furnace Shell & Line—to 640 sq. ft. EDR Hot Water $ _. __.._....._....... Estimated Cost,$.......cX..��R................................ .................................. _....... _.......... _............. _.... _....... __ Each add. 200 sq. ft. EDR Steam _ ........................... .._..... $ ..... •••••...... _..............OI New. Building Permit No .............................. _. _. Permit No....... Each add. 320 sq. ft. EDR Hot Water ..... _................ ............ $_ .._......_..._... _...... OIL BURNER—to 3 gal. per hour ........ __._... _... _..... _........ _._ $-_...... __._.............. DESCRIPTION OF WORK over 3 gal. per hour—See Fee Schedule ----•--••----------- HEATING or POWER PLANTS—Steam, Hot Water, Warm Air—No......................... GAS BURNER (up to 400,000 BTU) .......... 40,0.._..... $..... ....... GAS FITTING FEES: NO TOTAL Trade Name ..... ................. __............._................_......._.........._......._.............. Size No ....... __._................. _...... 1st 3 Fixtures o��d _ $.....A� ..... Capacity....._ .......................... ..... Sq. Fit.. EfD R ................. _................. BTU .................................... H. P. Additional Fixtures - - $ - ----••••'- - Total Connected Load..�'Y' . y ................... Kind of Fuel., ....... Gas Range to 200,000 BTU ..... $............ _..... _ ._.+ _ VENTILATING SYSTEMS BURNER—Trade Name.... .. .14.I Size No.... �%/4... Duct work etc. not to exceed 2,000 cfm .._............. .... _._ $_... _............. _... Capacity,?g/.Z/.(Ov....... Sq. Ft. E D R...?.$ __ .BTU ................ ........ .... .... H. P. Each additional 1,000 cfm............ _._.._......................... $._..__......_._...._. AIR CONDITIONING Signed .........................._............_....__._... ... GIJ. FAN HEATING SYSTEM See Fee Schedule $- ... _... _ _. By .......... ..... .?, T ALTERATIONS & REPAIRS $_....—..'.._..'_"---- ' Business Phone No ...................... TOTAL FEE $..../4"..�........ Business Address -..2.& .�/IPJ . (remarks—over) City 4f Fridley " Appllcallon for Phmbbg and Gas F "kV Pends Dept. of Bldgs. Phone MD -3430 DESCRIPTION OF WORK _ Number. Kind and Location of Fixtures I VJ NO. RATE TOTAL Number Fixtures ................ 3 x $2.0o $ le ADD Future Fixture Opening ............ x $1.50 $ New Fixture Old Opening .......... 11vilt �`tQ�jx i< Catch Basin .................... s O Water Heater (Up to 99,000 BTU) . • .. x $3.00 �. 7WAT- ELEG Base Electric Water heater .............. a $2.00 $ r NO. RATE TOTAL ► 1st 2nd 3rd 4th —Future Connection Openiaga * New Fixture. Old Openings Connected with °a PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL Number Fixtures ................ 3 x $2.0o $ le ADD Future Fixture Opening ............ x $1.50 $ New Fixture Old Opening .......... x $1.50 $ Catch Basin .................... x $3.26 $ Water Heater (Up to 99,000 BTU) . • .. x $3.00 $ New Ground Run Old Bldg......... x $3.26 $ Electric Water heater .............. a $2.00 $ GAS FITTING FEES: NO. RATE TOTAL 1st 3 Fixtures ................ x $2.00 $ Additional Fixtures .................. —x$.75 $ Gas Range to 199,000 BTU .............. x $5.00 $ REPAIRS S ALTERATIONS—Refer to Code Description .......................................« ..... TOTAL FEE $ O City of Fridley: ,e /% The .undersigned hereby makes application for a permit for the- work herei specified. agreeing to do all work in strict accordance with the City Ordinance and ruling of the Department of Building% and hereby declares that aR the fact and representations stated in this application are true and correct Fridle,X, )K , . — 3 19 / Owner Kind of Building Used as To be completed about '— Estimated Cost, $ l �� Old—New. Building Permit No. Permit No. /�� Signed' Business Ane No ROUGH �7 % �_ , �� .' `_- 'f \ � _'-_----� _ SUBJECT T City of Fridley AT THE TOP OF THE TWINS BUILDING PERMIT r ASQ IPT N 1 <: ______ COMMUNITY DEVELOPMENT DIV. r PROTECTIVE INSPECTION SEC. 1 i CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY 612-571-3450 91 0-F15 5/11/84 JOB ADDRESS 596 - 63rd Avenue N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 17 9 1 Christie Addition SHEET 2 PROPERTYOWNER MAIL ADDRESS ZIP PHONE Tom Hagfors 596 - 63rd Avenue N. E. 571-5863 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. S & I Construction 14500 - 40th Place North, Plymouth 559-0703 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAILADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ADDITION ElALTERATION 11REPAIR ElMOVE ElREMOVE X 8 DESCRIBE WORK Construct an 18' x 12' Porch.Addition 9 CHANGE QF USE FROM TO STIPULATIONS Porch can not be made into year round living space without a variance. WARNING Before digging call local utilities TELEPHONE -ELECTRIC -GAS Etc. PERMITS REQUIRED FOR WIRING. REQUIRED BY LAWAND SIGNS. HEATING, PLUMBING HEATING, 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 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 216 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 $2,500 $1.25 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- $38.50 None STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTALFEE $.9.§3 $49.38 GNATUREOFC NTRAC RORAUTHORIZEDAGENT ATEI EN PROPERLY VALIDATED THIS IS YO ERMIT 5/1 SIG ATUREO OW NER IIF OW B ILDERI DATEI BLDG WSp GATE NEW [ ] City of Fridley Effective 4/1/84 ADDN. [X] FR -1 AND R-2 ALTER. L 7 Building Permit Application 19 Construction Address: �`� av C (0 F Legal Description: L-�- 1�1 �- c) r�5! Property Owner/Address: NOM Kaci xc -5 U to3`9 Aum * Tel. # S6(�0'9 Contractor: 'ES Con �cc�co Tel. # �r "C'�G� 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. -2_. c0 _ OTHER: 2� to)C Z Corner Lot [_] Inside Lot [X] Ft. Yd. Setback Side Yard Setback CQ Type of Construction: �p_C`C �e�% Ro Estimated Cost: $�`:^"�` z-Sac/ Approx. Completion Date: 20 Alt. A Alt B Proposed Driveway Width If New Opening Is Desired: See Back Page for Explanation DATE: o - APPLICANT: �U`m Nao(� Tel. #ill-5��? Permit Fee Plan Check State Surcharge SAC Charge Park Fee Sewer Main Charge TOTAL CITY USE ONLY Fee Schedule on Reverse Side 25% of Building Permit Fee $.50/$1,000 Valuation $425 per SAC Unit Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] STIPULATIONS: Let __I �' '�'�"'^ eL Ipp- e2,° 'So `'lIt Lin $ --v - _tea �acr� • r-4�,� 0 ri SUBJECT P NO. ' City of Fridley 2 6 0 6 7 AT THE TOP OF THE TWINS BUILDING PERMITWE ` RECEIPT NO. I COMMUNITY DEVELOPMENT DIV. ` _ fr PROTECTIVE INSPECTION SEC. NUMBER REV DATE PAGE OF APPROVED BY CITY HALL FRIDLEY 55432 612-571-3450 910-F15 5/19/98 JOB ADDRESS 596 63 Avenue NE 1 LEGAL LOT NO. BLOCK TRACTOR ADDITION SEE ATTACHED DESCR. 17 9 Christie Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Kevin/Paula Johnson 596 63 Avenue NE 574-2019 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Saye 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 Install egress window 9 CHANGE OF USE FROM TO STIPULATIONS Window 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 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 $200 $.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- Fi SC $.50 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. $21.00 a Ld►1 :fg/? PLAN CHECK FEE 1 TOrAf FEE 2.00 IGNATURE FCONTRACTORORAUTHORIZEDAGENT (DATEI M HE T THIS IS YOUR PERMIT /PR:MO;PVALID ♦ ' B G I NSP 4ATE S4NATUREOF OWNERIIF OWNER BUILDER( (DATEI �0�7 NEW Effective 1 / 1 /98 ADDN [ ] CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION ConstructionAddress: -3 rl2f Aj o f l7 e/o ck- J Legal Description: C , -r2 S G�-'i� tl a C')a 1 9 CAS,Q-X�`� Owner Name & Address: ki eU e, t t4 fet ul Q c7o k n E d -n— Tel. # 6-7 `f i Contractor: MN LICENSE # Address: Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: � o 0 Construction Type: o w Estimated Cost: $ (Fee Schedule, on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ = $ DATE: 5-- /SS- 9 V APPLICANT: Tel. # '5 71( 61 CITY USE ONLY STIPULATIONS: Permit Fee $J, � Fee Schedule on Reverse Side Fire Surcharge $ n V .001 of Permit Valuation (1/10th%) State Surcharge $ $.50/$1,000 Valuation SAC Charge $ $1000 per SAC Unit License Surcharge $ $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Alt. "A" or Alt. "B" Above Erosion Control $ $450.00 Conservation Plan Review ?ark Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ J Not Necessary [ ] TOTAL $ on 2 STIPULATIONS: 3r M 0_ s . A 7`02 fM.. r+ p 7Cj 1 -b O . . . -- _ . : - - - -- _ _-- _- _ _ _ ~ w - — -- - - - - - - - - T r i SE f- 1 l� i%l�C� GJ,►vDpu� c �L ' - Gro I—ovo �►m8�R5 . 4wro) 90 sm1` llii�V►6�•cJ 3%' = 7ya►► SUBJECT City of Fridley (' 27715 AT THE TOP OF THE TWINS BUILDING PERMIT No L ----- COMMUNITY DEVELOPMENT DIV. I PROTECTIVE INSPECTION SEC. r1. I ) NUMBER REV ATE PAGE OF APPROVED BY = L A/"',•; CITY HALL FRIDLEV 55432 .--• L J` 612-571-3450 910-F15 109/11/98 JOB ADDRESS 596 63rd AVe NE 1 LEGAL LOT NO. BLOCK TRACTOR ADDITION SEE ATTACHED DESCR. 11 9 10 Christie Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Paula Johnson Same 211 574-2019 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Midwest Roofing & Siding 55311 416-4804 20010277 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 R7 REPAIR O MOVE ❑ REMOVE 8 DESCRIBE WORK Reroof house & garage (23SQ) 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 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 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 $1 971.00 $ 98 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. PLAN CHECK FEE TOTAL F E Licen $5 $70.20 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT IDATEI N T 1$ Y 0W PERMIT 7PVP BLDG INSP MATE SIGNATURE OF OWNER 0F OWNER BUILDER) IDATEI RL -2e-1998 10:04 FROM CITY OF FR I DLEY TO NEW ] ADDN [ ] Cm OF IMMLEY ALTER [ ] SINGLE FABMY AND DUPLEXES R -I. AM X-2 BUkDINO PERMT APPLICATION ConstructionAddress: S rd 41G4e05 P.01/02 Effective 1/1/98 AA Owner ;m- Addren:023-9 C-)k=12A (-ILMI Ld 7) g Attach s Yui i" cation, R of r s L: with *e proposedcon9mmemdrawn on it to GARAGE AREA: Length Widdi � Height � S$. Ft. BECK AREA: Length _ Width IttlGwund Sq. Pt \j V v •, 'onste�on Type: E�.st mtbd Cast: $__- � � --7I (Fee Schedule on Back) Driveway Curb Cut Width Needed: Ft. + 6 Pt Ft x $ � $ DATEa 9d :?-) APIPLICALNT: CtYUU 2LUd l S Tel. # 1-11 (-0 — Ll 0 J Pan* Fee $ (92-21S Fire Surcharge $ � State Surc e $ SAC Charga $ 7�®D Lice= Surcharge $ Driveway Es=w $ _ Erosion Control $ Par& Fee $ Sewer mom Charge $ TOTAL $0 ' �D STIPULATIONS: Fee Schedule an Reverse Side .001 of Penn k VWhation (1/10th%) $.50/S1.0W Vahintion $1000 per SAC Unit $5.00 (State Licensed Reidendal Com) Ah. "A° or Alt. ®B° Above $450.00 Consarv+ation Plan Review Fee DeMmirted by Engineering Agreement Necwmq i ] Not Necemo [ ] City of Fridley SUBJECT P 33�K3:) AT THE TOP OF THE TWINS BUILDING PERMIT � RECEIPT NO. • ____ COMMUNITY DEVELOPMENT DIV. - PROTECTIVE INSPECTION SEC. /% ^ r �� 11 CITY HALL FRIDLEY 55432 l NUMBER REV DATE PAGE OF APPROVED BY __--� L 763-571-3450 910-F15 3/12/03 JOB ADDRESS 596 63 Avenue NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 17 9 Christie Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Kevin/Paula Johnson 596 63 Avenue NE 763-574-2019 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Norway Builders Inc 450 West County Rd D, New Brighton, MN 55112 651-483-5899 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 20066371 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW j7 ADDITION jJ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE B DESCRIBE WORK Construct a 33' x 16' House Addition; Interior alterations to kitchen and entry, garage and stairs 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. Provide smoke detectors in all sleeping rooms and on all levels of the dwelling per Section 310.9.1.2 of the 1997 Uniform Building Code. Caulk and flash all exterior openings. 6194 WARNINam SEPARATE PERANTS re digging can for E REWIRED FOR: is utility location WIRING HEARS PLUNKING 40002 AND SIGNS REA 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 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 $ 102,000 $51.00 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 PLAN CHECK FEE TOTAL FEE L cqnpe SC $5.00 $1,162.95 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGE NT IOATEI W EN PFIQPERLY VALIDATED THIS IS Y UR P BLO INSo �� RMIT E SIGNATURE OF OWNERi6 OWNER BUILDERI IOATEI NEW [ ] CITY OF FRIDLEY Effective 1/1/2003 ADDN 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax BUILDING PERMIT APPLICATION Construction Address: SlIg 63 aad 4V Legal Description: Owner Name 1& Address: kikV A) 4 P _1eAQs®hJ Tel. #_143-574-201 I AI Contractor: �A�I "i-hAes baa • MN LICENSE # J—M- "-37/ Address: 615 Weir &u.Ardr @.D Air=es ,"QRMA S'�'It� Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length 33 Width lei Height 14; `r Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. ` OTHER: 6 1A/7M16/, !i 0- t &' �I✓l14('O'� 7�t1 Construction Type: Wad ._QAAE Estimated Cost: $ • ISOOO Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ DATE: APPLICANT: 4,55 ;k-rSV_EA1 Tel. # (75Y .5/g- 771$ Call (763) 572-3604 for Permit Fees if mailing in application. Fax to 763-571-1287 if using credit card and we will call you for card number. CITY USE ONLY - Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge TOTAL Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1275 per SAC Unit $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 28 Feb 2883 3:16AM Chris Doehrmann Arch FAX: 651 639 8469 PAGE 2 nppiu�aa� acw � . IPMLA011MWH ?Norte Daae: Aant Ad S" 11.P rrv,,,O�.rrr� epi)ding Addtrras: N. Sol l.p CO :I' Yi ^ .�n•!y3 ••. ^.i.•...6���ji•�'• •may moi't ^ ., ,.t• ' in cet'wgftof crow Area) (/I•��I��,�A 'fir =T ■`/-y(�./�J�(�J■�. V - 1•' •V.• v-- •• .. , • •i•rY•' Skylights Wall (Stud aad bswated Cavity) . Other LNMOPE iJ-VAL11ESWOBK T • •�. T� ttaildieg is e: �Op 1'it'©NI '�' .. •..: abo X-0 T. Requked U Value ftm E r.0 Am A.Q26. .0 f!;,'5 5. °tc5�e � Cl Csbe&Y I ftr-III (mems sII C 2 1? application. •• regtsirrs; bas $d�iorrai � ti�smEss, awn . � �•mgi� bas .... .�: ,. Q9 MsG�aalca� 1Teo�aan m mosc cbs �cb+efnera. �: ..o •�i� edit 3Dm? E=M Vie• C3 rim mm#3e CIm* zmftd %dation R rr&wiadoa asd eoorU-vim and iegfng.wd waft- App��� Totals . $tdi,-t :� i�0,52.l Average U -Value: de.SZ�i , - @ r'15 :I' Yi ^ .�n•!y3 ••. ^.i.•...6���ji•�'• •may moi't ^ ., ,.t• ' in cet'wgftof crow Area) 512- Cetiing/Roof (7oi�.:Fiamnng aa$ b�latit®n,Az+eaj � ' Skylights Wall (Stud aad bswated Cavity) . Other ace Wall Totals AverageiI-Vaiire:.fl lti.Sl - abo X-0 T. Requked U Value ftm E r.0 Am A.Q26. .0 f!;,'5 5•••'t".:w�•2 *��{►�';� • �• :isle• HCM G J. VitaU (Stud and Ire Mated t:awy) Wall (Stud aad bswated Cavity) . ace Wall oist LW�iuidcowe .0 f!;,'5 5. °tc5�e � Above 02 de Foundatim -Wail l:oundationWindows 1,OL-7... o�,,�-. l'S ..o ."7125 Totals . $tdi,-t :� i�0,52.l Average U -Value: de.SZ�i , - @ r'15 ..• . O°l"S C� (� x - Required U -Value• from. B=V Code` .'. TRADE-OFFMOCED if ®is greatrr tlntu Q), or 0 i fir than O,revise the des"gr as n�cessa>sy to meet emaeia finis afthe ; :: Ene[pr Code. If the total of 0 A.) is less than or equal to >he•total 4f 0 0; &m gii d s'RMY Code. •^ •, t o aiersi aesonrY' U-VaGtes ane fame os `fall i!-ValSrs ? f�a�iat+ ega�iaos ale am' Pg•1=-IS'of6se code • •` : '�'. •. 2 U Value for ftyfthr and wiadm soffit be dMmined by *e Nauomf moa Raft C amo i80 1: or. &I%I ,E 1193 :' ` , `;`; `• Haadlmak of Fnndmuomds. C*trr 27. Table S. This rs a sutn Twy only. 00w req4er+anfms ;;; avly. Ree &e .mIn eso3ai,;ftwdDdZ- Quesdms? Call Dcpartment ofPublie$gv* JaMTaadw Ceatea•s't 6i?ig6•riir- o; 1.80"57-371a :,; 03/10/2003 HON 8:47 FAX 651 638 1415 Remod SQUAD AH s &RTdl G Sdiou Bw& RwO,Qf1 s Arden Hills Yard 4797 Highway 10 - Arden Hills, MN 55112 FAX COVER SHEET Date; 3 � 101 o3 Number of pages (including this sheet): To. \bAoc 7cwSeN Attention: Company/ fax; Ecom: JEFF WORWA, S-11- I a -b1 p�h�/one --(651) 638-1462 fa — (651) 638-1409 email — JWORWA@SQYERERBROS.COIV�' Message;,OiL VA i ow d r2 �►v t I C� i..+a� �e �G.w+ i Too. caanWbom ;Zola C Matt"A 61AIILi 5 q� ca3 P� 3 a Se 2 icS ee v:'A dcw opt I ow '' �-1% 1- ►2ow1 +Ra SI q `' 01. R001/010 No M 03/10/2003 MON 8:47 FAX 651 638 1415 Remod SQUAD AH 002/010 Page 1 LOUISIANA-PACIFIC CORPORATION / WOOD -E DESIGN02002.6 03/10/03 {0)8:32:28 WARNING *** THIS DESIGN IS VALID FOR THE PROJECT NAMED BELOW (JOB ID) ONLY *** WOOD -E DESIGN 2002.6 EXPIRES ON 12/31/2003. LP WILL MAKE AVAILABLE TO ALL REGISTERED USERS AN UPDATED VERSION OF THE WOOD -E DESIGN SOFTWARE IN THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGING BUILDING CODES, INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS of ANALYSIS. COMPANY: Scherer Brothers Lumber Co., Arden Hills JOB ID: STATE: MN CODE: ICBG PRODUCT: 2 -PLY 1.750" X 14.000" GANG -LAM LVL 2950Fb 2.0E DESIGN CRITERIA FOR ROOF BEAM (UNFACTORED LOADS) ----------------------------- LIVE DEAD SPAN (L) SPAN (R) ALLOWABLE ALLOWABLE (PSF) (PSF) CARRIED CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT ----- --------------------- ----- ------- ---------- ---------- 40 20 26.000' 2.0001 0.00 TOP L/240 L/180 SPAN CARRIED IS NOT CONTINUOUS. ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION ----------- REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD --------------------------------------------------------------- ACTUAL 6405 23225 5302 0.373 0.568 ALLOWABLE 31619 10894 0.738 0.983 STRESS INDICES 0.735 0.487 L/475 L/311 LOAD CASE 0 1 1 1 1 **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. NOTES CONNECTION *** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ***ATTACH THE TWO PLIES WITH 3 ROWS OF 16d (3-1/2") NAILS AT 12" OC. STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH ,A. MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS (3-1/4") MAY BE USED, BUT HALF MUST BE DRIVEN FROM EACH FACE. *** COMPRESSION EDGE BRACING REQUIRED AT EACH END OF COMPONENT. STRUCTURAL GEOMETRY ------------------- 03/10/2003 MON 8:48 FAX 651 638 1415 Remod SQUAD AH Page 2 1�� CJAC V-3 4 1►s Ce SPAN 1 0 2003/010 15.000, TOTAL SPAN: 15.00 FT INPUT LOADS SHAPE TYPE LOADING SOURCE W1 W2 X1 X2 ----- ---- +UNIF LIVE ------- TOP ------ ROOF -------------------- 560 PLF -------- 0.000, -------- 15.000' +UNIF DEAD TOP ROOF 280 PLF 0.000' 15.000, +UNIF DEAD TOP ROOF 14 PLF 0.000' 15.000, + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. MAXIMUM SECTION FORCES: MOMENT = 23225 FT -LBS SHEAR = 5302 LBS MAXIMUM UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECT ---------------------------------------------------------------------------------- BRG#1: 6405 BRG#2: 6405 REQUIRED BEARING SIZES (IN) --------------------------- BRG#1: 3.00 BRG#2: 3.00 LIVE LOAD DEFLC. TOTAL LOAD DEFLC. SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? ---- ------ ------ ----- ------ ------ ----- 1 0.373 0.738 475 0.568 0.983 311 **** FOR DEFLECTION L IS DEFINED AS DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. MAXIMUM STRESS INDICES: MSI = 0.735 VSI = 0.487 SLENDERNESS RATIO = 4.00 LIMIT = 10.0 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM INCORRECT INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LP. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG -LAM LVL, OR LPI -JOISTS IS STRICTLY PROHIBITED. LP IS A TRADEMARK OF LOUISIANA-PACIFIC CORPORATION 03/10/2003 MON 8;48 FAX 651 638 1415 Remod SQUAD AR 0004/010 n , Page LOUISIANA-PACIFIC CORPORATION / WOOD -E DESIGN02002.6 03/10/03(108:29:28 WARNING ** THIS DESIGN IS VALID FOR THE PROJECT NAMED BELOW (JOB ID) ONLY *** WOOD -E DESIGN 2002.6 EXPIRES ON 1.2/31/2003. LP WILL MAKE AVAILABLE TO ALL REGISTERED USERS AN UPDATED VERSION OF THE WOOD -E DESIGN SOFTWARE IN TI3E CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGING BUILDING CODES, INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. COMPANY: Scherer Brothers Lumber Co., Arden Hills JOB ID: STATE: MN CODE: ICBO PRODUCT: 2 -PLY 1.750" X 9.500' GANG -LAM LVL 2950Fb 2.0E DESIGN CRITERIA FOR FLOOR BEAM ------------------------------ LIVE DEAD SPAN (L) SPAN (R) (PSF) (PSF) CARRIED CARRIED ----- ----- -------- -------- 40 15 17.000' 22.000' SPAN CARRIED IS NOT CONTINUOUS. (UNFACTORED LOADS) ALLOWABLE ALLOWABLE LOADING LL DEFLECT TL DEFLECT ------- ---------- ---------- TOP L/360 L/240 ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION ----------- REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD ACTUAL 8464 6257 1172 0.020 0.028 ALLOWABLE 13282 6428 0.125 0.188 STRESS INDICES 0.471 0.182 L/2223 L/1612 LOAD CASE 0 1 1 1 1 **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. NOTES CONNECTION *** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ***ATTACH THE TWO PLIES WITH 2 ROWS OF 16d (3-1/2") NAILS AT 12" OC. STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS (3-1/4") MAY BE USED, BUT HALF MUST BE DRIVEN FROM EACH FACE. *** CONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTED TO ALL PLIES. ADDITIONAL FASTENERS MAY BE REQUIRED. 03/10/2003 MON 8;48 FAX 651 638 1415 Remod SQUAD AH 0005/010 Page 2C►�V�� *** COMPRESSION EDGE BRACING REQUIRED AT EACH END OF COMPONENT. STRUCTURAL GEOMETRY ------------------- SPAN 1 4.000' TOTAL SPAN: 4.00 FT INPUT LOADS - SHAPETYPE LOADING SOURCE w1 W2 X1 -------- -------- X2 ----- ---- +UNIF LIVE ------- TOP ------ FLOOR -------------------- 780 PLF 0.000' 4.000' +UNIF DEAD TOP FLOOR 293 PLF 0.000' 4.000' +UNIF DEAD TOP FLOOR 10 PLF 0.000' 4.000' CONC LIVE TOP FLOOR 6109 LBS 3.000' CONC DEAD TOP FLOOR 2291 LBS 3.000' + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. MAXIMUM SECTION FORCES: MOMENT = 6257 FT -LBS SHEAR = 1172 LBS MAXIMUM UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECT ---------------------------------------------------------------------------------- BRG#l: 4264 BRG#2: 8464 REQUIRED BEARING SIZES (IN) --------------------------- BRG#1: 3.00 BRG#2: 3.00 CONCENTRATED LOADS ------------------ SPAN TYPE Wl(LBS) X1(FT) MIN BRG(IN) ---- ----------- ------ ----------- 1 DEAD 2290.9 3.0 2.50 1 LIVE 6109.1 3.0 2.50 LIVE LOAD DEFLC. TOTAL LOAD DEFLC. SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? -=- ------ ------ ----- ------ ------ ----- 1 0.020 0.125 2223 0.028 0.188 1612 **** FOR DEFLECTION L IS DEFINED AS DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. MAXIMUM STRESS INDICES: MSI = 0.471 VSI = 0.182 SLENDERNESS RATIO = 2.71 LIMIT = 10.0 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM INCORRECT INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LP. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG -LAM LVL, OR LPI -JOISTS IS -STRICTLY PROHIBITED. LP IS A TRADEMARK OF LOUISIANA-PACIFIC CORPORATION 03/10/2003 MON 8:48 FAX 651 638 1415 Remod SQUAD AH 006/010 Page 1 RIJA� Ic�eAk �p�f tom a LOUISIANA-PACIFIC CORPORATION / WOOD -E DESIGN02002.6 03/10/03 08:18:25 WARNING *** THIS DESIGN IS VALID FOR THE PROJECT NAMED BELOW (JOB ID) ONLY **; WOOD -E DESIGN 2002.6 EXPIRES ON 12/31/2003. LP WILL MAKE AVAILABLE TO ALL REGISTERED USERS AN UPDATED VERSION OF THE WOOD -E DESIGN SOFTWARE IN THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGING BUILDING CODES, INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. COMPANY: Scherer Brothers Lumber Co., Arden Hills JOB ID: STATE: MN CODE: ICBO PRODUCT: 2 -PLY 1.750" X 18.000" GANG -LAM LVL 2950Fb 2.0E DESIGN CRITERIA FOR ROOF BEAM (UNFACTORED LOADS) LIVE DEAD SPAN (L) SPAN (R) ALLOWABLE ALLOWABLE (PSF) (PSF) CARRIED CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT ----- --------------------- _____ ------- ---------- ---------- 40 20 16.000' 16.000' 0.00 TOP L/240 L/180 SPAN CARRIED IS NOT CONTINUOUS. ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION ----------- REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD --------------------------------------------------------------- ACTUAL 8313 34300 6724 0.333 0.509 ALLOWABLE 50425 14007 0.838 1.117 STRESS INDICES 0.680 0.480 11/603 L/395 LOAD CASE 0 1 1 1 1 **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. NOTES CONNECTION *** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ***ATTACH THE TWO PLIES WITH 3 ROWS OF 16d (3-1/2") NAILS AT 12" OC. STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS (3-1/4") MAY BE USED, BUT HALF MUST BE DRIVEN FROM EACH FACE. *** COMPRESSION EDGE BRACING REQUIRED AT EACH END OF COMPONENT. STRUCTURAL GEOMETRY ------------------ L 03/10/2003 MON 8:51 FAX 651 638 1415 Remod SQUAD AR 001/002 Page 1 1,)Cti'C1� Bei+ LOUISIANA-PACIFIC CORPORATION / WOOD -E DESIGN02002.6 03/10/03 08:07:11 WARNING *** THIS DESIGN IS VALID FOR THE PROJECT NAMED BELOW (JOB ID) ONLY *** WOOD -E DESIGN 2002.6 EXPIRES ON 12/31/2003. LP WILL MAKE AVAILABLE TO ALL REGISTERED USERS AN UPDATED VERSION OF THE WOOD -E DESIGN SOFTWARE IN THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGING BUILDING CODES, INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. COMPANY: Scherer Brothers Lumber Co., Arden Hills JOB ID: STATE: MN CODE: ICBG PRODUCT: 2 -PLY 1.750" X 9.500" GANG -LAM LVL 2950Fb 2.0E DESIGN CRITERIA FOR FLOOR BEAM ------------------------------ LIVE DEAD SPAN (L) SPAN (R) (PSF) (PSF) CARRIED CARRIED ----- ----- -------- -------- 40 15 17.000' 12.000' SPAN CARRIED IS NOT CONTINUOUS. (UNFACTORED LOADS) ALLOWABLE ALLOWABLE LOADING LL DEFLECT TL DEFLECT ------- ---------- ---------- TOP L/360 L/240 ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION ----------- REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD --------------------------------------------------------------- ACTUAL 2825 4596 2085 0.054 0.075 ALLOWABLE 13282 6428 0.225 0.338 STRESS INDICES 0.346 0.324 L/1495 L/1075 LOAD CASE 0 1 1 1 1 **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. NOTES CONNECTION *** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ***ATTACH THE TWO PLIES WITH 2 ROWS OF 16d (3-1/2") NAILS AT 12" OC. STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS (3-1/4") MAY BE USED, BUT HALF MUST BE DRIVEN FROM EACH FACE. *** COMPRESSION EDGE BRACING REQUIRED AT EACH END OF COMPONENT. STRUCTURAL GEOMETRY 03"/10/2003 DON 8:51 FAX 651 638 1415 Remod SQUAD AH R002/002 ' - �C�sC.w►e�i� Beam Page 2 ------------------- SPAN 1 7.000' TOTAL SPAN: 7.00 FT INPUT LOADS SHAPE TYPE LOADING SOURCE W1 W2 Xl -------- X2 -------- ----- ---- +UNIF LIVE ------- TOP ------ FLOOR -------------------- 580 PLF 0.000' 7.000' +UNIF DEAD TOP FLOOR 218 PLF 0.000' 7.000' +UNIF DEAD TOP FLOOR 10 PLF 0.000' 7.000' + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. MAXIMUM SECTION FORCES: MOMENT = 4596 FT -LBS SHEAR = 2085 LBS MAXIMUM UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECT ---------------------------------------------------------------------------------- BRG#l: 2825 BRG#2: 2825 REQUIRED BEARING SIZES (IN) --------------------------- BRG#l: 3.00 BRG#2: 3.00 LIVE LOAD DEFLC. TOTAL LOAD DEFLC. SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? ---- ------ ------ ----- ------ ------ ----- 1 0.054 0.225 1495 0.075 0.338 1075 **** FOR DEFLECTION L IS DEFINED AS DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. MAXIMUM STRESS INDICES: MSI = 0.346 VSI = 0.324 SLENDERNESS RATIO = 2.71 LIMIT = 10.0 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM INCORRECT INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LP. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG -LAM LVL, OR LPI -JOISTS IS STRICTLY PROHIBITED. LP IS A TRADEMARK OF LOUISIANA-PACIFIC CORPORATION 03/10/2003 MON 8;49 FAX 651 638 1415 Remod SQUAD Aff Page 2 SPAN 1 9007/010 17.000' TOTAL SPAN: 17.00 FT INPUT LOADS SHAPE TYPE LOADING SOURCE Wl W2 X1 -------- X2 -------- ----- ---- +UNIF LIVE ------- TOP ------ ROOF -------------------- 640 PLF 0.000' 17.000' +UXIF DEAD TOP ROOF 320 PLF 0.000' 17.000' +UNIF DEAD TOP ROOF 18 PLF 0.000, 17.000' + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. MAXIMUM SECTION FORCES: MOMENT = 34300 FT -LBS SHEAR = 6724 LBS MAXIMUM UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECT ---------------------------------------------------------------------------------- BRG#1: 8313 BRG#2: 8313 REQUIRED BEARING SIZES (IN) --------------------------- BRG#1: 3.00 BRG#2: 3.00 LIVE LOAD DEFLC. TOTAL LOAD DEFLC. SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? ---- ------ ------ ----- ------ ------ ----- 1 0.333 0.838 603 0.509 1.117 395 ** FOR DEFLECTION L IS DEFINED AS DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. MAXIMUM STRESS INDICES: MSI = 0.680 VSI = 0.480 SLENDERNESS RATIO = 5.14 LIMIT = 10.0 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM INCORRECT INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LP. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS_ USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG -LAM LVL, OR LPI -JOISTS IS STRICTLY PROHIBITED. LP IS A TRADEMARK OF LOUISIANA-PACIFIC CORPORATION 03/10/2003 ICON 8:49 FAX 651 638 1415 Remod SQUAD AR R008/010 Page 1 (Z -t OJ *e_&44-% 10py I O W I LOUISIANA-PACIFIC CORPORATION / WOOD -E DESIGN02002.6 03/10/03 08:11:09 WARNING *** THIS DESIGN IS VALID FOR THE PROJECT NAMED BELOW (JOB ID) ONLY *** WOOD -E DESIGN 2002.6 EXPIRES ON 12/31/2003. LP WILL MAKE AVAILABLE TO ALL REGISTERED USERS AN UPDATED VERSION OF THE WOOD -E DESIGN SOFTWARE IN THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGING BUILDING CODES, INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. COMPANY: Scherer Brothers Lumber Co., Arden Hills JOB ID: STATE: MN CODE: ICBO PRODUCT: 3 -PLY 1.750" X 16.000" GANG -LAM LVL 2950Fb 2.0E DESIGN CRITERIA FOR ROOF BEAM (UNFACTORED LOADS) ----------------------------- LIVE DEAD SPAN (L) SPAN (R) ALLOWABLE ALLOWABLE (PSF) (PSF) CARRIED CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT ----- --------------------- ----- ------- ---------- ---------- 40 20 16.000, 16.000, 0.00 TOP L/240 L/180 SPAN CARRIED IS NOT.CONTINUOUS. ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION ----------- REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD --------------------------------------------------------------- ACTUAL 8364 34510 6929 0.316 0.486 ALLOWABLE 60777 18676 0.838 1.117 STRESS INDICES 0.566 0.371 L/636 L/413 LOAD CASE 0 1 1 1 1 **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS.. **** FOR DEFLECTION, L IS -DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. NOTES CONNECTION *** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ***ATTACH TWO PLIES WITH 3 ROWS OF 16d (3-1/211) NAILS AT 12" OC. FROM ONE FACE ONLY. STAGGER ROWS. FLIP BEAM AND ATTACH THE THIRD PLY WITH 3 ROWS OF 16d (3-1/211) NAILS AT 12" OC. TO THE UN -NAILED SIDE OF THE FIRST TWO PLIES. STAGGER ROWS. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131". 16d SINKERS (3-1/4") MAY BE USED. *** COMPRESSION EDGE BRACING REQUIRED AT EACH END OF COMPONENT. STRUCTURAL GEOMETRY 03/10/2003 ICON 8:49 FAX 651 638 1415 Remod SQUAD AR OP"ory Page 2 ------------------ SPAN 1 0009/010 17.000' TOTAL SPAN: 17.00 FT INPUT LOADS SHAPE TYPE LOADING SOURCE W1 W2 X1 X2 -------- ----- ---- +UNIF LIVE ------- TOP ------ ROOF -------------------- 640 PLF -------- 0.000' 17.000' +UNIF DEAD TOP ROOF 320 PLF 0.000' 17.000' +UNIF DEAD TOP ROOF 24 PLP' 0.000' 17.000' + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. MAXIMUM SECTION FORCES: MOMENT = 34510 FT -LBS SHEAR = 6929 LBS MAXIMUM UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VAJLUES WHEN DESIGNING CONNECT ---------------------------------------------------------------------------------- BRG#1: 8364 BRG#2: 8364 REQUIRED BEARING SIZES (IN) --------------------------- BRG#1: 3.00 BRG#2: 3.00 LIVE LOAD DEFLC. TOTAL LOAD DEFLC. SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? ---- ------ ------ ----- ------ ------ ----- 1 0.316 0.838 636 0.486 1.117 413 **** FOR DEFLECTION L IS DEFINED AS DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. MAXIMUM STRESS INDICES: MSI = 0.568 VSI - 0.371 SLENDERNESS RATIO = 3.05 LIMIT = 10.0 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM INCORRECT INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LP. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG -LAM LVL, OR LPI -JOISTS IS STRICTLY PROHIBITED. LP IS A TRADEMARK OF LOUISIANA-PACIFIC CORPORATION I 03/10/2003 BION 8:50 FAX 651 638 1415 Remod SQUAD AH Z010/010 Page 1 Fz v,a' ,Yke�� BeA-�� LOUISIANA-PACIFIC CORPORATION / WOOD -E DESIGNU2002.6 03/10/03 08:07:11 WARNING *** THIS DESIGN IS VALID FOR THE PROJECT NAMED BELOW (JOB ID) ONLY *** WOOD -E DESIGN 2002.6 EXPIRES ON 12/31/2003. LP WILL MAKE AVAILABLE TO ALL REGISTERED USERS AN UPDATED VERSION OF THE WOOD -E DESIGN SOFTWARE IN THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGING BUILDING CODES, INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. COMPANY: Scherer Brothers Lumber Co., Arden Hills JOB ID: STATE: MN CODE: ICBG PRODUCT: 2 -PLY 1.750" X 9.500" GANG -LAM LVL 2950Fb 2.0E DESIGN CRITERIA FOR FLOOR BEAM ------------------------------ LIVE DEAD SPAN (L) SPAN (R) (PSF) (PSF) CARRIED CARRIED ----- ----- -------- - 40 15 17.000' 12.000' SPAN CARRIED IS NOT CONTINUOUS. (UNFACTORED LOADS) ALLOWABLE ALLOWABLE LOADING LL DEFLECT TL DEFLECT TOP L/360 L/240 ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION ----------- REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD --------------------------------------------------------------- ACTUAL 2825 4596 2085 0.054 0.075 ALLOWABLE 13282 6428 0.225 0.338 STRESS INDICES 0.346 0.324 L/1495 L/1075 LOAD CASE 0 1 1 1 1 **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. NOTES CONNECTION *** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ***ATTACH THE Two PLIES WITH 2 ROWS OF 16d (3-1/211) NAILS AT 12" OC. STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAX BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS (3-1/4") MAY BE USED, BUT HALF MUST BE DRIVEN FROM EACH FACE. *** COMPRESSION EDGE BRACING REQUIRED AT EACH END OF COMPONENT. STRUCTURAL GEOMETRY 135' Kevin & Paula Johnson 596 63rd Ave. NE Fridley, MN 55432 75' N 32' — 7' — 2 Car Garage One Story 101- 12' 0'-12' New Addition 30' 63' 5 75' 135' Feb 03 03 01:23p P.1 Liceme6p 1,7ma duty Ift's of v,.- under the Prim Namm. ftnatum: Cd Dft (D3_ CITY OF FRIDLEY INSPECTION DIVISION 6431 University Ave NE Fridley, MN - 55432 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION,. 763.572.3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES RAT,,, f SC�H�I�LE Residential Furnace Shell abd Duct 1Work, Burner Also Replacement Furnace (Side Vent.: Fill -Out Back) Gas Piping (Needed with, new furnace, but not replacement) Gas Range Gas Dryer *Air Conditioning ..Ali Sizes 01 i t -N = M&Y-(,�. Effective On January 1, 2001 JCB ADDRESS q�.P Vt�( (�� CWIN OWNER Rate :TOTAL BUILDING USED AS $ 30.00 $ 'ESTIMATED-COST.� ©-(CpERMIT.NO. $ 10.00 DESCRIPTION OF FURNACE AND OR BURNER. $ 10.00 $ $ 10.00 $.25.00 "All- Others/Repairs; & Alterations (LIST ON BACK) 1% of V ue- f Appliance or r* l i ����..1CJ's Comm ercial/Ihdust(iA17— 1.25% of Value of Appliance or Work State Surcharge TOTAL FEE MINIMUM FEE FOR ANY HEATING/COOLING/VENTILATI REFRIGERATION/AIR CONDITIONING PERMIT IS $25.00 PLUS THE $.50 STATE SURCHARGE -------------- REINSPECTION - - - REINSPECTION FEE $47.00/Hr 'Air Conditioners can not be placed in a side yard without written permission from adjoining property owner. No. of Heating Units ` Circle One (Steam) (Hot Water)- (Warm Air) $ Trade Name Size No. . ... BTU HP EDR $ Fuel Total Connected Load Burner'Trade. Name Size No. $ a .. BTU HP EDR $ The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes an $ .50 rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. DATE 0,:�, HEATING CO C.Caf Sit T Y�� ' �` 1 TEL # b � Approved By Rough -in Date Final Date BACK SIDE MUST BE FILLED IN ON VENT SIZE, VENT CONNECTORS AND COMBUSTION AIR VERIFICATION N 0 3 m N m P N v N A-22-2003 2:25PM FROM 612 754 0132 P.3 ..1�.�, °.z,�J:: ... .. •��. �. � ,.<.t`:'�' ?.�o':r..':•���pr,,. .. � ^� .... '�� � til. ..� i;�;'.'k?.ia, r;?�'� r COMMON ANT, VENT CONNECTOR AND COMBUSTION AIRVERIFICATION Ml . entreplacina an exik& Almnc®, the undersigned hereby verifies that the �; i'`� p venting has been examined and 'is tree from rust, deterior'.ation, obstructions, g p,yedwhere required. Yes( 'No (and'issecurelysupportedand•firesto ) _ / C ... .. The venting system is: plasdc/PVC andmeet's all current codes and manufacturer speccations :including sizing, length; number of. elbows and'termination. Yes () No The undersigned' also verifies. that the replacement unit is a listed assembly _ and meets the current..eddes and man ufacturees. specifications. This does include AGA=GAMA Categary:! Central :Furriace Venting Tables for fan assisted and::natural.draf appliances. - Yes( No ( ) The. 2xis ing: combustion -alyis sized and Installed to meet the current codes and manufacturefsspecifications. Yes () No ( ) When required to instatl'a new combustion air: it will be sized and installed to meet the current codes and:manufacturees specifications. Yes () No ( ) When installina a.:nAw.venting system, thq.undersigned.hereby verifies that itis a listed assembly. and rheets the current codes and manufacturers specifications. This does. include AGA-GAMA•Category 1 Central Furnace Venting Tables for fan assisted and natural draft appliances. Yes () No ( ) Is the common vent and vent connectors sized and: installed correctly after an appliance.-has:been..removed fromthe common vent'and vented separately as per current codes.. Yes( ) No ( ) 'Abollance Type and Sdze/Commoh Venn and Vent Connector Information Appliance 01: Type BTU Input Fan Assisted or Nat Appliance #2.Type STU Input, -„ Fan Assisted or Nat Appliance #3 -Type BTU. Input - Fan Assisted -or Nat Total Appliances Total Btu Input Common Vent Type Vent.Height Diameter inches Appliance #1 Vent Connector Height ft :Length ft Diameter in Type Appliance #2 Vent Connector Height' ft Length � ft Diametern Type Appliance #3 Verit Connector Height .'„__,_ft Length ft Diameter in Type HEATING -CO, Signed By: CITY OF FRIDLEY INSPECTION DIViSION Effective On January 1, 2002 6431 University Ave NE Fridley, MN 55432 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, (763) 572-3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES JOB ADDRESS ��'� (03n'� ay Dl)� RATE SCHEDULE OWNERN Residential Furnace Shell and Duct Work, Burner - Also Replacement Furnace (Side Vent - Fill Out Back) Gas Piping (Needed with new furnace, but not replacement) Gas Range Gas Dryer *Air Conditioning - All Sizes All Others/Repairs & Alterations (LIST ON BACK) 1% of Value of Appliance or Work Commercial/Industrial 1.25% of Value of Appliance or Work Rate $ 30.00 $ 10.00 $ 10.00 $ 10.00 $ 25.00 State Surcharge TOTAL FEE MINIMUM FEE FOR ANY HEATING/COOLING/VENTILATION REFRIGERATION/AIR CONDITIONING PERMIT IS $25.00 PLUS THE $.50 STATE SURCHARGE REINSPECTION FEE $47.00/Hr *Air Conditioners can not be placed in a side yard without written permission from adjoining property owner. TOTAL U BUILDING USED AS ESTIMATED COST//,00 PERMIT NO. ILL 2 DESCRIPTION OF FURNACE AND OR BURNER $ No. of Heating Units Circle One (Steam) (Hot Water) (Warm Air) $ Trade NameAJ 6L Size No. 6CLOQU-omi- BTU �a,9 oco HP EDR $ Fuel 6,4s Total Connected Load Burner Trade Name Size No. BTU HP EDR $ The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes an $ .50 rulings of the Building Division, and hereby declares that all the facts and representations staUiis application are true and correct. $ aea FftW HeaM a acne UMMMMMI VW K FaWWN AM DATE Rosevft MN 0113 151/633-2%1HEATING CO f I Signed '&___J _ TEL # 6-V-633 x'61 FAX # Approved By It Rough -In Date Final Date FILL OUT BACK SIDE FOR STACK VERIFICATION ON REPLACEMENT FURNACE THE BELOW MUST BE FILLED IN WHEN REPLACING FUEL BURNING APPLIANCES OR THE APPLICATION WILL BE RETURNED COMMON VFNT� VENT CONN TOR AND COMM ISTION AIR VFRIFI ATInN When re In acing an existing Branca, the undersigned hereby verifies that the venting has been examined and is free from rust, deterioration, obstructions, and is securely supported and firestopped where required. Yes () No ( ) The venting system is plastic/PVC and meets all current codes and manufacturer specifications including sizing, length, number of elbows and termination. Yes( ) No( ) The undersigned also verifies that the replacement unit is a listed assembly and meets the current codes and manufacturers specifications. This does include AGA-GAMA Category I Central Furnace Venting Tables for fan assisted and natural draft appliances. Yes( ) No( ) The existing cnmhustinn air is sized and installed to meet the current codes and manufacturer's specifications. Yes( ) No( ) When required to install a new _nmh istinn air,it will be sized and installed to meet the current codes and manufacturers specifications. Yes( ) No( ) When installing a new venting system, the undersigned hereby verifies that it is a listed assembly and meets the current codes and manufacturers specifications. This does include AGA-GAMA Category I Central Furnace Venting Tables for fan assisted and natural draft appliances. Yes( ) No( ) Is the common vent and vent connectors sized and installed correctly after an appliance has been removed from the common vent and vented separately as per current codes. Yes( )No( ) Appliance #1 Type BTU Input Fan Assisted or Nat Appliance #2 Type BTU Input Fan Assisted or Nat Appliance #3 Type BTU Input Fan Assisted or Nat Total Appliances Total Btu input Common Vent Type Vent Height Diameter inches Appliance #1 Vent Connector Height ft Length ft Diameter in Type Appliance #2 Vent Connector Height ft Length ft Diameter in Type Appliance #3 Vent Connector Height ft Length ft Diameter in Type HEATING CO: Signed By: Date: SUBJECT City of Fridley TE 33680 AT THE TOP OF THE TWINS BUILDING PERMIT RECEIPT NO. COMMUNITY DEVELOPMENT DIV. r PROTECTIVE INSPECTION SEC. ��� NUMBER REV DATE PAGE OF APPROVED BY 1 = - "-1 CITY HALL FRIDLEY 55432 763-571-3450 910-F 15 7 /8/7 8 / 03 JOB ADDRESS 596 63 Avenue NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 17 9 1 Christie Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Kevin & Paula Johnson 596 63 Avenue NE 763-574-2019 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑� ❑ NEW X ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE X 8 DESCRIBE WORK Construct a 10' x 3'5" Deck 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. 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 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $430 $ .50 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS ANY OTHER STATE OR LOCAL LAW REGULATING CON- .OF STRUCTION OR THE PERFORMANCE OF CONSTRUCTION $23.50 Fire SC $ .43 PLAN CHECK FEE TOTAL FEE $24.43 TUREOFCON•IACT OR AUTHORIZED AGENT IDATEI WHEN PROPERLY VALIDATED THIS IS YO PE MIT YOU,01 l ® ( I $P , `! V MATE $4TURE OF OW NERF NER BUIL DER i IDATEI NEW [ ] CITY OF FRIDLEY ADDN [ ] 6431 University Ave NE, Fridley, MN 55432 ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION Construction Address: Legal Description: Owner Name & Ai Contractor: N C, Effective 1/1/2003 (763) 572-3604 Bldg Insp (763) 571-1287 Fax 4- �k u -t t-- � �— K- S 0/` Tel. # -7 6 3- S7 L(, -2-0-11 MN LICENSE # Address: Tel. # LIVING AREA: GARAGE AREA: DEC AREA: OTHER: Construction Type: Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT Length I Width Height Sq. Ft. Length Width Height Sq. Ft. Length 3,®Width Hgt/Ground Sq. Ft. Y 310 f� � v iA 10 4 Estimated Cost: $ I�1, Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ DATE. APPLICANT: e _Tel. # 7a 1 i Call (763) 572-3604 for Permit Fees if mailing in application. Fax to 763-571-1287 if using credit card and we will call you for card number. CITY USE ONLY - Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge $ . 1-13 $ .4;® $ TOTAL 0 •�1� Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1275 per SAC Unit $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 [ ] vl I rl 7 1, � � �+ :� ��� , �" � •p,� � .�_ ...,, �""' i F'ejl,w.S Vii. 1 7 � d� 3 Vf <I •4 14. I sn� � � �ror+ t 'ri _- i �6 4'• �y '�� _ 'y � 1� ; - •. _ � ��` �'�� � a 1 i - f�j'. jwiaJV� k I f' � � j , 5�� • . C ..I I Wr 11 TO d �+ m•. � ,,r�,;.l� r� d�",� -F c. r. ... il,�, _. � ; a�rt� ,, I :;� ':r+L PE ' t��,.^-- ' � - C �� ���'+yF. �, E• j y /fl�� � iii'+r R ; .I 1 k . � � �Fr ;. , ;� � � -. , ���• r 9 �'�'{�xm�r-c.>`-�'. t °r��i �y� ']+§`E 5�`7e �A'37J Ftw� t;# x rn '-Y'41-"'["^±• ja 6F t r,, �y`ie.� A]- rlH rj?k 4'• �s ^{ ,kR� :M.Me J.'t ] ria »� ;i -� I I ¢ ' j `•F.1p r. rx} h- r Sp 1 r 1`' R g M1 Jk 1 p t r r KA I 1 m aAa f49 ,� 'r L�6' 1' j7�pj11p ►�r: _ +� Ad ' any' • _I_:.. 1,ISE 55 i 7 y q��ia 4 a<i 5 t V x`.1114 e]a , I� 11 1 r j 1RM14j ] �b s � —44 i F,. Y 6 � r4 ii�++�-i .=f^ ._.. r.•aWi R.! q..cre.�... .. ':,.... 1.-a.... +..........__..._ .. ..._ ._ ° I t Kevin & Paula Johnson 596 63rd Ave. NE Fridley, MN 55432 75' N 32' — 7' — 2 Car Garage One Story — 101- 135' 0'-135' — 12' New Addition 1 �b q 30' 3 X6 1 r 63' 135' V�'- m MECHANICAL Permit No.: Building Received By: Inspections RESIDENTIAL APPLICATION DWMcfXl 763-572-3604 CITY OF FRIDLEY /� ®jOhrtSonr' bef�.el. �� DATE 6 YOUR E-MAIL ADDRESS 1<b � . � IF SITE ADDRESS � � � — ifl rc� THIS APPLICANT IS: OWNER DCONTRACTOR PROPERTY OWNER/ TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE WITH APPLICATION PERMIT TYPE TYPE OF WORK: U�•n � p On rA AU I , tJ rL CITY d STATELK 4 ZIP PHONE: COMPANY NAME: CONTACT PERSON: STATE LICENSE # EXP DATE CITY STATE ZIP ADDRESS: PHONE FAX `SINGLE FAMILY ❑TWO FAMILY ❑ TOWNHOUSE D NEW 6tEPLACEMENT D ALTERATION/REMODEL DETAILED DESCRIPTION OF WORK Y) If S -J PERMS 168.665 the permit fee is a minimum of $15.00 or 5% of the total cost up to $500.00, whichever is greater, for the Is should reflect only the cost of labor ) improvement, installation or replacement of a residential fixture, excluding the fixtures. (Th' x.05= Labor cost under $300 = $15.00. Labor cost between $300 to $500 =cost of labor,_ ICA.IE TOTAL FOR HF PROJECTS WHERE LABOR EXCEEDS $500' FEES ARE BASED ON $10.00 PER FIXTURE. EXic�T ® RE E NOTED. S�F>� TU 2.�a N I y TOTAL NUMBER OF EACH BELOW) (� o v o� ry, a n MODEL. _-I S'r. e c.'er.t -)e . to Equipment Installed MFC'' MODEL: G Vhy °I 5 -7 o cxA SIZEBTUgT 4 MFG: G o� a ^ SaWTU MFG: MODEL: GAS RANGE/OVEN $10.00 A/C $25.00_FIREPLACE (GAS) $15.00 NEW GAS GRILL $10.00 _AIR TO AIR EXCHANGEER $15 FIREPLACE (WOOD) $35.00 GAS UNIT HTR. $10.00 BOILER $35.00 -KFURNACE $35.00 '--POOL HEATER $35.00 —CHIMNEY LINER $10.00_GAS DRYER $10 00 �r�,ATOR $1500 '—nUGT WORK $10.00 GAS PIPING $10 00 ^� Permit Fee $ Number of fixtures @ $10.00 x $10. = Surcharge $ 50 Number of fixtures @ $15.00 ,_,_ x $15.00 = $ $ Number of fixtures @ $25.00 __� _x$25.00 = $ U TOTAL DUE Number of fixtures @ $35.00 x $35.00 = $ State Surcharge = $ .50 Total = THIS IS AN APPLICATION FOR A PERMIT NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City oFsinot o start with withoutMinnesota perm; that the worCodes; willeb inthat accordance understand wrth the not a permit but only an application for a permit and work,+ approved plan in the case of a work which requires review and approval of pians. (fQ h InI S 011 DATE r 0 7 PRINT NAME �Gt Lt - y SIGNATURE OF APPLICANT City of Fridley Building Inspections Department . 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977 REQUIRED INFORMATION NEEDED TO PROCESS PERMIT RESIDENTIAL PERMIT APPLICATION HVAC ❑ NEW HOMESIADDITIONS ❑ EXISTING HOME ❑ MAKE-UP AIR REQUIRED FOR NEWIEXISTING HOMES 1. Combustion Air (See note below) a. Oil or solid fuel IMC Chapter 7 with MN Amendments b. Natural Gas or PropandTGC Chapter 3 with MN Amendments 2. Make-up Air (See note below) a. IMC Chapter 5 with MN Amendments 3. Venting a. Gas appliances IFGC Chapter 5 with MN Amendments b. Fuel other than gas IMC Chapter 8 with MN Amendments REQUIRED FOR NEW HOMES 4. Heat loss & cooling load per room a. Required on new construction IMC 1346.0312 5. Ventilation a. Per MN Energy Code 7670 or 7672 6. Duct Design Per IMC 1346:0603.2 a. RCCA Manual D NOTE: Centerpoint Energy Mechanical Code Guidelines software may be u4ed for combustion and make up air. calculations Building PLUMBING Permit No.: A -W 511 Inspections RESIDENTIAL APPLICATION Received BTim 763-572-3604 CITY OF FFRIDLEY Date Rec'd 1763-502-4977 FAX EFFECTIVE 2-19-09 DATE VV0 IG7 YOUR E-MAIL ADDRESS /< — sO n Son ® be -'thele �) / `76 SITE ADDRESS 5 6 3 Ab AXI NC, -A 18 LE y mg) 5�iY3 6 THIS APPLICANT IS: OWNER ❑CONTRACTOR PROPERTY NAME: aDvr JIM VIM POVtVA OWNER/ TENANT ADDRESS: CITY STATE — — ^ (� PHONE: 76 3 - 57 V _ 1 'I CONTRACTOR NAME: SUBMIT A COPY OF YOUR STATE TAT LICENSE # EXP DATE LICENSE, BOND AND S TE BOND # EXP DATE CERTIFICATE OF DRESS: CITY STATE ZIP INSURANCE PH NE FAX PERMIT TYPE VSINGLE FAMILY ❑ TWO FAMILY ❑ TOWNHOUSE TYPE OF WORK: ❑ NEW KEPLACEMENT DETAILED DESCRIPTION OF WREPL466 V1W ITX 5149 REPLacE 5HPIJ62 - REMD O A -4-5'7L Sr�nhD Azsnl £ ' S MQi.,sc�f, `5 k3a �r au IT7 1 -C -Ah FEES ARE BASED ON $10.00 PER FIXTURE, EXCEPT WHERE NOTED. FIXTURES: (INDICATE TOTAL NUMBER -OF EACH BELOW). MINIMUM FEE $35.5 ATH SI _FLOOR DRAINS ,1 HOW WATER PIPING _ BATHTUB _ GAS PIPING (NEED CITY LIC) _ SWIMMING POOL. _ WATER SOFTNER ($3-51 _ CLOTHES WASHER _ KITCHEN SINK _ WATER CLOSET BACKFLOW PREV. $1 _ —DISHWASHER _ LAUNDRY TRAY _WATER HEATER ($35) FOR IRRIGATION WATER METER OTHER � � '� �� 2y��•:, d�,�,*'a..'�r far �'���E� r �`3 u'� � �� y.,�. �'"�" `y�i' - �' '� v �� - _ �y( qy§3�.._ w ���._ Y #1� r�.'' F f �x jib 5., ��... Zt ���� •i ,y. Y am'^�if� rt ^y� } ; s x'� �y�. R ��P-. ��� `•. { i � �>�2. �nkt� x���r'tr'U,i,-�:�"�i,f > i����`,y,� �� ;� ',``},1�h �4� .ea"d M1�, i53' 3 S '-� £ ;?�� a H ��" � � �& � � c �.� ti° f .: 1 . a ., tr a i. �•` y. � F�.'� '4 6 � � a zc � j I `C . �'� „�� u. U"'j ,.� C,°.«.�" _. � ' i� � �5',`%�'i �' i� i �e �`� � �, r i ���'� �5y r•.E.`3�, t v J8 .,i , �. 2. a{ .h 0 x -;y �` » "�'s � x � r° s 3'i•� ;, t �. � }-�� v ; ''� y,z " � r�c'•� it '', � '�� +; �� � *� M t ��� as 5 f r•^'v- i es �.�'' 3 y a'i �.k i d3� t 3' s[ � �,�` .� _ i1 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 complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application fora germit 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 k which requires review and approval of plans. SIGNATURE OF APPLICANT Y t PRINT NAME KcvyN DH/li -5AA) DATE y/ City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977 Building MECHANICAL Permit No.: Inspections RESIDENTIAL APPLICATION Received By: 763-572-3604 Date RecId:6' CITY OF FRIDLEY 763-502-4977 FAX EFFECTIVE 2-19-09 DATEy f �Cl YOUR E-MAIL ADDRESS CJ -�1 D �1 JD✓1® e�. J �� �r SITE ADDRESS S6 y 3 Rid riVL /V6 ,''R 1 h LC `/E mn) 5553 a THIS APPLICANT IS: DOWNER ❑CONTRACTOR PROPERTY NAME: 6 5 OWER/ ADDRESS: CITY STATE ZIP TENANT _743-57V-,)09 PHONE: CONTRACTOR MPA NAME: SUBMIT A COPY OF C CT PERSON: YOUR STATE ST E LICENSE # EXP DATE LICENSE WITH D SS: CITY STATE ZIP APPLICATION PHON FAX PERMIT TYPE SINGLE FAMILY ❑ TWO FAMILY ❑ TOWNHOUSE TYPE OF WORK: ❑ NEW ❑ REPLACEMENT 1�(ALTERATION/REMODEL DETAILED DESCRIPTION OF WORK jdh h /N 9xH4-0-,r COIL A ' 4,V iN 40zd6A )3A2_8_, FEES ARE BASED ON $10.00 PER FIXTURE, EXCEPT WHERE NOTED. FIXTURES: (INDICATE TOTAL NUMBER OF EACH BELOW) Equipment Installed MFG: MODEL: SIZEIBTU MFG: MODEL: SIZE/BTU MFG: MODEL: SIZE/BTU A/C $25.00 _FIREPLACE (GAS) $15.00 GAS RANGE/OVEN $10.00 _ _AIR TO AIR EXCHANGEER $15 _FIREPLACE (WOOD) $35.00 NEW GAS GRILL $10.00 _BOILER $35.00 _FURNACE $35.00 GAS UNIT HTR $10.00 FhAl —POOL LINER DRYER $10.00 HEATER 15 4 ExN WORK —GAS —/VENTILATOR $10.000.00 $GAS ST —DUCT PIPING $10.00 00 -' i• i "`a F '� ..X X': � � .Z � � h✓ , .. � �� �� ifs ,. 61 � $ •��_ � i� .Pf e:"i�.t;f.. ��5h .A.��x f$.v'L � b� ,��' 23 _ ��iryc''%EG e.Y�' iii7"� � �'�: k�i, t� �y: 9n � i= ;�T�4W'. §i R•a C ' �* �''�� Sys r �Y Twp",' ��� �ifh� 3�,� F� 4 f��� y,i (" v,'�' F ,' i`'"�'� > � � .,'e � � § u. �u��'',, 3�'�.f.. i�h' —Z ;h !Y > 'rs ^t ' 4 � �<dtiy3Y•� � �a�^�` * E •:i Fie �. R al�g. .,� S - �y E A �'p � £ � t'.�§'x'S ^+^4 R�-'`�i 7"� '. 2" � ��� 'kr � 1 � l F' 'iT, $ y ,si s,� wu ��,,.e a �•<.�,�✓,�- #' s '�� t'i"EF �' � c� � -_ ��` '"e3+ + `� .cr '7� � t ? � ' 4i ,,ice f " �� e h k k >.: ✓ F�£'•E� -g�j4 " �'i�`f �: 74�,efi✓a`'`�y � ',� �` z x _ � �y�." Y% i � 1 'lF- 'a �1 'y� � S�' E ".. „ F.. j���w �' e � • '' Ms lt� f � r-� ,� � r ti a E u� f� ��� �� ,� _kp h • �� "� � (f l a. � k R $f N+ { E�5 'x 4"v S d i" i F}N•aM °� :ff -} i ��� _ Y` '3 i�f c'•" �Yh th�"`'.g'. 4'f9ai'��,': ��%. wsY3 �sx-�z�Ftr i� ax's C4. ��s23�' fin` �,({e' �. i1 R l �; Yy t1 �, �� 3*l % 3 �'✓' �'. ;�'�(i.z� •lS k � - t `� 's. '� � fi � d � � -L. .moi � f 4th k� f 'i` 2 �'"�` � � y , �J 4 �"����� 1 L , i`� »�es�>� e"�.@--, i ✓' ,��'y re ;4 �. THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a p rmit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all w rk wh' requires review and approval of plans. Ve OA) J'Dt11VSDA� SIGNATURE OF APPLICANT PRINT NAME DATE City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977 City of Fridley Residential Mechanical Application Page 2 REQUIRED INFORMATION NEEDED TO PROCESS PERMIT RESIDENTIAL PERMIT APPLICATION HVAC 0 NEW HOMES/ADDITIONS 0 EXISTING HOME 0 MAKE-UP AIR REQUIRED FOR NEW/EXISTING HOMES 1. Combustion Air (See note below) a. Oil or solid fuel IMC Chapter 7 with MN Amendments b. Natural Gas or Propane/IFGC Chapter 3 with MN Amendments 2. Make-up Air (See note below) a. IMC Chapter 5 with MN Amendments 3. Venting a. Gas appliances IFGC Chapter 5 with MN Amendments b. Fuel other than gas IMC Chapter 8 with MN Amendments REQUIRED FOR NEW HOMES 4. Heat loss & cooling load per room a. Required on new construction IMC 1346.0312 5. Ventilation a. Per MN Energy Code 7670 or 7672 6. Duct Design Per IMC 1346.0603.2 a. ACCA Manual D NOTE: Centerpoint Energy Mechanical Code Guidelines software may be used for combustion and make-up air calculations.