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PRE 2010 DOCSBUILDING PERMIT'' Village of Fridley, Minn. 11T° 2032 Date : $'. . l . 1� :. . . Owner.. Builder 4 .. ............................ Address Address C`I`IC? O BUILDING NO. ... • ... �. Street ... . ........ �. of Lot ... Lot . .I. Block . ....... .... Addition or Sub-Divisio .. a '..:� Corner Lot Inside Lot' Setback ,� Sideyard !� ...... .. .. DESCRIPTION, OF BUILDING o�be Used AIR ,, p Front :....... Depth ...: Height Sci. Ft....:.... Cu. Ft:....... . ....... Fro Depth S4. Ft. ... / Type of ConstructionEst. Cost ........................ To be Completed ......:. ......... i In consideratic n 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 i Wage of Fridley. In considerati Of the Payment of a fee of 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 ani, upon said building, or any part thereof, shad conform in 'all respects to the ordinances of Fridley, Minnesota Iregarding location, construction, alteration, maintenance, repair and moving of buildings with- in the village limiil and this permit may be revoked at any time upon violation of any of the provisions of said ordinances. e Building Inspector NOTICE - This perm It OTICE•ThispermIt does not covO the oonstruceion, insta I lation or -alteration for wiring, plumbing, gas heating, sewer or water. Be sure to see the Building Inspector for separate permits foj these . items. 1 City of Fridley Application for Plumbing and Goss Fitting Permit Dept. of Bldgs. Phone 560 -3450 - DESCRIPTION OF WORK Number, Kind and Location of Fixtures PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL Number Fixtures ...................... Future Fixture Opening ................ New Fixture Old Opening .............. Catch Basin ............................ Water Heater (Up to 99,000 BTU) ...... New Ground Run Old Bldg. ............ Electric Water Heater GAS FITTING FEES: — x $2.00 3 X $1.50 $ 0 YI F F G LL — x $3.25 8�a''� LL G (J m 5 `a qd GS U` 7z U K U0' d C� O R N WATER HTR. GAS ELEC Base 1st i, stai 2nd 3rd 4th ` Future Connection Openings e New Fixture, Old Openings Connected with Sewer Cesspool PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL Number Fixtures ...................... Future Fixture Opening ................ New Fixture Old Opening .............. Catch Basin ............................ Water Heater (Up to 99,000 BTU) ...... New Ground Run Old Bldg. ............ Electric Water Heater GAS FITTING FEES: — x $2.00 $ X $1.50 $ — x $1.50 $ — x $3.25 $ — x $3.00 $ — x $3.25 $ — z $2.00 $ NO. RATE TOTAL 1st 3 Fixtures ...... . I— x $2.00 $ 2.00 Additional Fixtures .................... —x$.75 $ Gas Range to 199,000 BTU .............. 2 x $5.00 $ 6.00 REPAIRS & ALTERATIONS—Refer to Code Description ................................................$ TOTAL FEE $ 8100 Location 170 Talmadge ]Law City of Fridley: 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 Buildings, and hereby declares that all the fact and representations stated in this application are true and correct. Fridley, Minn APR 2 5 1969 19— Owner Oxw. Hermemen Kind of Building stucco Used as RAnidenoe To be completed about MAY 1 1969 Estimated Cost, $ OOLNew. Building Permit No Permit No. sign MINNEAPOLISoiGAS Can Business Phone ROUGH FINAL SUBJECT PERMIT -..N -.O.. City of Fridley AT THE TOP OF THE TWINS BUILDING PERMIT 22417 �• COMMUNITY DEVELOPMENT DIV. - __°e_ --I PROTECTIVE INSPECTION SEC. i CITY HALL FRIDLEV 55432 IL NUMBER REV DATE PAGE OF APPROVED BY ---- A"r I'J 612-571-3450 910-F15 4/12/94 JOB ADDRESS 170 Talmad ge WayNE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 10 2 1 Elwell's Riverside Heights SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Ory/Ann Henneman 170 Talmadge Way NE 571-4610 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. 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 ❑x NEW ❑ ADDITION � ALTERATION ❑ REPAIR ❑ MOVE X REMOVE 8 DESCRIBE WORK Construct a 32' x 24' Detached Garage; Remove existing arae door: remove existing shed 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. Provide a hard surface driveway. Provide smoke detectors as per UBC 1210 adjacent to all sleeping areas and in basement. Maintain a minimum of a five foot setback between the garage and side lot line. WARNING Before digging call for all utility. locations 454-0002 REQUIRED BY LAW TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. ZONING SQ. FT. CU. FT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT NO. DWLG. UNITS OFFSTREET PARKING ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION STALLS GARAGES VALUATION SURTAX AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $6.14 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $12,288 PERMIT FEE SAC CHARGE DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. $144.00 PLAN CHECK FEE TOTAL 4,S `lO 167.42 OF O TRACTOR OR AUTHORIZED AGENT (DATE ROP LY VALIDATED THIS IS YOUR PERMIT )aNATURE BLDG IN MATE SIGNATURE OF OWNER tIF OWNER BUILDERIDA EI NEW ADDN* ALTER- Consiruction Address: Legal Description: Owner Name & Address: Contract Address: /I Effective 1/1/94 CITY OF FRIDLEY SINGLE FAMILY AND DUPLEXES. R-1 AND..R-2 Building Permit Application 4 Tel. # LIVING AREA: GARAGE AREA: DECK AREA: OTHER: Jot, with the proposed construction drawn ori it to- scale. DESCRIPTION OF IMPROVEMENT MNSE # Tel. # Length Width Height Length Width Height Z5Q Length Width , —7, Sq. Ft. Sq. Ft. Sq- Ft. CornerLot Inside Lot Ft. Yd Setback Side Yard Setbacks Type of Construction: Estimated. cost: $ '6 Approx. Completion Date: (cost on Back) Driveway b.Cu Width Needed: Ft. ,,+ 6 Ft = t x $1 10� $ DATE: APPLICANT: Tel. # k CITY USE ONLY Permit Fee $ Fee Schedule on Reverse Side Fire Surcharge $ le; t-9 .001 of Permit Valuation (1/10th%) State Surcharge $ $.50/$1,000 Valuation SAC Charge $ $800 per SAC Unit License Surcharge $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Alt. "A" or Alt. "B" Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary Not Necessary TOTAL $ E7, STIPULATION C4,e �';P; firm - h—*# Atm BUILDING PERMIT FEE SCHEDULE The Chief Building Official shall, before issuing' permits for the erection of any -building or structure, or for any addition to any existing building or Aructure, or for 'any alteration or iepair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to -wit: TOTAL VALUE FEES to $500 $15 (Minimum Fee is $15 plus surcharge) $2,001 to $25,000 $15 for first $500 plus $2 for each additional $100 or -fraction .thereof, to ' and ' including $2,000 - $45 -for first $2,000 plus $9 for each additional $1;000 or fraction thereof, to and including $25,000 $25,001 to $50,000 $252 for first- $25,000 plus $6.50 for each additional $1;000 or fraction thereof, to. and including $50,000 $50,001 to $100,000 $414.50 for first $50,000 plus $4.50 for each additional .$1,000 or fraction thereof, to and including $100,000 $100,001 to $500,000 $639.50 for first $100,000 plus $3.50 for each additional. $1,000 or fraction thereof, to and including $500,000 $500,001 to $1,000,000 $2039.50 for the fust $500,000 plus $3 for each additional $1,000 or fraction thereof, to and including $1,000,000 $1,000,001 and up $3539.50 for the first $11000,000 plus $2 for each additional $1,000 or fraction thereof DRIVEWAY DEPRESSION ESCROW (Concrete Curb Streets Only) Alternate "A": Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $13.50. Alternate "B": Removal and replacement of curb and gutter and install a 3 foot wide. approach with 6 inch depth - Driveway width plus 6 feet times $15.75. VERIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of the proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the foundation once it has it has been constructed will be required before proceeding with the framing. Land planning C/V [�i�1/"U Gfi� 6875 Highway No.65 N.E. Land Surveying • • ( Minneapolis, Soils Testing j'Gl�Zj2Pe�IiLi2(�b ��1'GC• Minn. -55432 Civil Engineering Telephone 784-6066 Municipal Engineering Engineers & Surveyors Area Code 612 Mortgage Loan Survey for OKyIN 1 i[NNWNW Scc�l�: inc�1= 50 Feet V A 2 LOT I0113LO - 21 NNOK6, COUN-Ty SI This is a true and correct representation of a survey of the boundaries of the land above described and of the location of all buildings, if any, thereon, and all visible encroachments, if any, from or on said land. This survey is made only in connection with a mortgage loan now being placed on the property and no liability is assumed except to the holder of such mortgage or any other interest acquired by the reason of such mortgage. It is understood and agreedA�o monuments ave been placed for the purpose of establishing lot lines or boundary corners. Dated this T—' of�A. D. 19 SUBURBAN ENGINEERING, INC. Engineers Surveycws L 335 Z by° ' r, t 11540 J 112° DIA X 18" ANCHOR BOLT @ SLOPE GRADE AWAY FROM FOUNDATION 4'-0" O.C. EMBEDDED PER LOCAL CODE @ WIN FIRST 10'-0" (TYP.) 8" CONCRETE BLOCK FILLED WITH MORTAR - 6X610/10WWM�` 6 MIL POLY VAPOR BARRIER i Z � � 4 SANG CUSHION OR CRUSHED STONE (4) #5 REBARS W/ #5 TIES @ 24" O.C. - START TIES HERE 12" FROM CORNERS UNDISTURBED SOIL OR & BEAM INTERSECTIONS 12" WELL COMPACTED FILL DETAIL D - MONOLITHIC SLAB WITH CURB r4 �J I� II II II Imo---------------_ _____ LI • N sod -4(N 70 A C: U 7V / I I e„ I 5LOPE 2- Mm "z70 rn rnrn ou 0 C I I I IrnR � o� za O z � p I I 70 7�i I Ilk 70-1 rn C1 O � rx��rvz rDA ncn 7�0� � — - 0 rn -k ru r UN70 rn -1 D A 7o zrn0o7, -4 � o ` -1 rnrnrn � — A � I D I , I Ilk 70-1 rn C1 O rn r r r c Z � — Ilk o10 p o 5'-5.1/2" 24'-O" IL i i Z rn r 0 � -4 � o ` I I — A I I nr I I A I I I r I I i 0 rn i I I � o10 p o 5'-5.1/2" 24'-O" IL i i Z 0 � N � o ` I I n I I 1 O I I a I I I � I I i 0 I i I I � o10 p o 5'-5.1/2" 24'-O" IL i i Z WI ";ql�24'-0" DEEP 30'-0" WIDE DOOR » ONE OWL C DOG R 2)(0 R I DGE I'� G 2.,,6 RAFTERS RIDGE @ 22' DEPTH RIDGE @ 24' — — — — — — — — — — — — — — — — — — DEPTH - 16" O.G. @ 16" O.G. — — — — — — — — 2)e6 COLLAR TIES , @ 40" O.G. 2x4 GABLE STUDS @ 16" O.G. 2)e6 ;GANGER >t 2x4 WALL TIES @ 40" O.G. 2)t4 STUDS @ 16" O.G. 2-1.3/4")t14" L.V.L. HEADER 2-2X12 HEADER -- 2-2x6 HEADER -0. 2'-11.3/4" 16'-0" R.O.I'-1/2"; 9'-O" R.O. 2'-11.3/4" PL1L000— u P RON T IZALL c; DCGIN 5TUD 5PAGING @ 16" O.C. FROM � — THIS GARNER DCNJ9LE 2w4 JACK STUDSn ��OR - ® REFER TO DETAIL @ O.N. DOOR OPENING 514CEI FOR CORNER / �1 �/ 0^1 LA, FRONT PRAM I NG PLAN (TYPE A) THE DOOR GoNF IGURAT ION SNOWING ALTERNATE DOOR CONFIGURATION SCALE: 114" = I ' -o" THE SHOWN ON THIS FRAMING SNC ELEVATION MAY DE USEDELE 24' -O" DEEP 32'-Oft WIDE WITH ALL ROOF OPTIONS. Wil t ONE DOUDLE DOOR I � I" REGESSED4 � I RAIN LEDGE-- I (---------------- ---- 10" 11.1/4" 16`-I" II.I/2" i 9'-1" 2'-11.1!4" 32'-0" I POUNDATION PLAN SCALE: I/4" i 24'-O' DEEP i 32'-0" WIDE $ ONE DOME DOOR � NT AND THING SIMIL DET 2 JACK RAFTERS AIL W1t�;y (Jj'I1141,7 )GC A RArTCRS ).c. .LAR TICS iGCR >i L TICS ). G. rRoNT Roor rRAMING cLCVATION 6/12 PITGN NIP ROOF -r SCALE: 114" = 1'-0- 32'-0• WInr � CP 7p :)Kmg z o= a rp ra a r cn --► rn=z rn0- �z� N� rn �a O rn7o7o r- rn r cn co r -p :n rpa0 -tZ 3ZD —�Z r � D'T AQ7p ' 70 — n �L L -i rn t u� O 4'-O- 4'-O" 4'-0" 1 12'-7 �n 70 a i O rn i Opt rn cn A A .Z n� I n 70 (p = - zr- n a rp>t k ry -'9 cp I a V9 N � ps m D rn 7s -e rn m o = rE:) . • 70 U+ 70 n 3* rn rp 4'-O" 4'-O" 2,-7° rp i 70 U CA 70 u� n - -v i � U A t u� O 70 a 70 a rn i rn cn A N to r-) - .Z n� I n a zr- n k ry � I Z N � D rn 7s -e rn m i O rn 70 rE:) . • 70 U+ 70 n 3* rn rp 4'-O" 4'-O" 2,-7° t 159 ROOFIP" ^'' 1,2" PLYWOOD - METAL RAH 1 x 6 RAKE -END RAF CONTINUOI 2 X 4 BLOCKINC 3 8" PLYWOO -1 X 2 FRIEZE -GABLE WAL 1'2" WALL SHE DOUBLE TOF i i 2,e6 DOLLAR' @ 40' O.G. 23(6 RAPIER: @ 16" 0. C. 2x4 GABLE @ 16" O.G. 2e6 HANGER 2,e4 WALL T @ 40" O.G. BEGIN STU[ @ 16' O.G. T1415 GORN( 2e4 STUDS @ 16" O.G 1 )t4 LET -11 bRAGING @ SIDE AND .,..w o i rtGF REAR PRAMIMG ELEVATION 32'-O" WIDE 24'-0" DEEP COMPOSITION SNNGLES Ix6 FASCIA IX2 FRIEZE DOARD — DRICK MOULDING @ DOORS AND WINDOWS TYPICAL OPTIONAL 2'—D"x6'—e PERSONNEL DOOR 12" LAP SIDING SNOWING 10" exPo5URc — PRcraOR>ticD OUTSIDE CORNERS FOR LAP 51DING -,o y --- GRADE RIGHT 5101! eLEVAT ION SCALE: 114" = I _O" CONCRETE STOOP 24'-0. 0ttP ALL WIDTH OPTIONS 6/12 PITCH NIP ROT WITH OPTIONAL PcRSONNCL DOOR CIlYOF FRIDLEY FRIDLEY MUNICIPAL CENTER - 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 - (612) 571-3450 - FAX (612) 571-1287 December 9, 1994 Owner/Occupant 170 Talmadge Way N.E. Fridley, NW 55432 RE: Parking/Storage of Vehicles and Equipment on Talmadge Way Right -Of -Way Dear Owner/Occupant: Recently I received information from the City's Public Works Department indicating that vehicles and equipment kept on the right-of-way at the Talmadge Way dead end have been causing a problem for the City snow removal equipment. Earlier today, I inspected this location and observed a trailer stored within the City right-of-way. Please help keep this street right-of-way free of vehicles and equipment so that the snowplows can adequately maintain Talmadge Way. Feel free to call me at 572-3595 if you have questions, or wish to discuss this further. Thanks for your cooperation. Sincerely, Steven Barg Code Enforcement Officer SB:da CE -94-582 P Building AND MATERIALS: BUILDING Permit No.: f` Inspections Permit Fee RESIDENTIAL APPLICATION ',F� See Back Page for Fee Schedule Received By: 763-572=3604 1441 65% of Building Permit Fee CITY OF FRIDLEY $ D ' DATE YOUR E ADDRESS ��f hC71f/� o K d .0005 x Permit Valuation Minimum $.50 SITE ADDRESS I %® --/MAIL C 41J04 AIC $5.00 (State Licensed Residential Contractors) THIS APPLICANT IS: OWNER ❑CONTRACTOR $1675 per SAC Unit (Plans to MWCC for determination) PROPERTY OWNER/ NAME: Dv� �i+/R�eCrO� ft + 6 ft = ft x $21= $ ADDRESS: / '70 T Aq Com CITY �R� C STATIVj IP SSY3� TENANT Park Fee , PHONE: // 3 — Jr71— `7 e 3 Fee Determined by Engineering CONTRACTOR NAME: Agreement necessary ( ) Non Necessary ( ) STATE LICENSE # EXP DATE $ SUBMIT A COPY OF YOUR STATE LICENSE ADDRESS: CITY STATE ZIP WITH APPLICATION PHONE FAX PROPERTY TYPE INGLE FAMILY/NEW CONSTRUCTION SIZE ❑ TWO FAMILY/NEW CONSTRUCTION STORIES PERMIT TYPE ❑ ADDITION ❑ GARAGE/SHED ❑ WINDOWS ❑ BASEMENT FINISH ❑ ROOF ❑ DRAIN TILE DECK ❑ SIDING ❑ OTHER ❑ SWIMMING POOL TYPE OF WORK: PNEW ❑ ADDITION ANCEMEPAIR ❑ REMODELING DESCRIBE WORK BEING DONE: /��IAC'.Na �l X � r SIZE OF IMPROVEMENT LENGTH /G WIDTH HEIGHT Sq. Ft. ROOFING ❑ HOUSE ONLY NUMBER OF SQUARES ❑ HOUSE & GARAGE BASEMENT REMODELING SUBMIT: GARAGES ❑ ATTACHED GARAGE I. 2. Existing Floor Plan Proposed floor plan PROPOSED SIZE: ❑ DETACHED GARAGE 3. List of structural members to be used PROPOSED HEIGHT: SIDING FOR NEW CONSTRUCTION INCLUDING DECKS, ❑ Vinyl ❑Soffit ADDITIONS. & PORCHES SUBMIT: ❑ Aluminum ❑ Trim 1. Site Plan/Survey showing the existing structures ❑ Other ❑ Fascia and proposed project. 2. Two sets of construction plans WINDOWS 3. Energy Calculations IN EXISTING OPENINGS ❑Yes ❑No LOCATION OF WINDOWS OR FOR NEW OPENINGS -DESCRIBE SIZE OF OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED NUMBER OF WINDOWS ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: (USING�TT E 1997 Ti R r PRE SCHEDULE) TOTAL JOB VALUATION $.-=JC�� OCCUPANCY TYPE Permit Fee $ ',F� See Back Page for Fee Schedule Plan Review $ 1441 65% of Building Permit Fee Fire Surcharge $ O(a .001 times the total job valuation Surcharge $ d .0005 x Permit Valuation Minimum $.50 License Surcharge $ $5.00 (State Licensed Residential Contractors) SAC Charge $ $1675 per SAC Unit (Plans to MWCC for determination) Curb Cut Escrow $ ft + 6 ft = ft x $21= $ Erosion Control $ $450 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement necessary ( ) Non Necessary ( ) Total Due $ J 1 < ®"� Make checks payable to: City of Fridley Attach Stipulations THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit 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 work w ch requires ew and royal of plans. oMR-5 /�,I�"";'aig l DATE SIGNATURE OF APPLICANT (�� PRINT NAME ✓ C.ff' �T Page 2 - Building Residential Application BUILDING PERMIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to -wit: TOTAL VALUE FEES $1 to $500 $23.50 (Minimum Fee is $23.50 plus surcharge) $501 to $2,000 $23,50 for 1' $500 plus $3.05 for each additional $100 or fraction, to and including $2,000 $2,001 to $25,000 $69.25 for 1' $2,000 plus $14 for each additional $1,000 or fraction, to and including $$25,000 $25,001 to $50,000 $391.25 for 1- $25,000 plus $10.10 for each additional $1,000 or fraction, to and including $50,000 $50,001 to $100,000 $643.75 for 1' $50,000 plus $7 for each additional $1,000 or fraction to and including $100,000 $100,001 to $500,000 $993.75 for l' $100,000 plus $5.60 for each additional $1,000 or fraction to and including $500,000 $500,001 to $1,000,000 $3,233.75 for the 1" $500,000 plus $4.75 for each additional $1,000 or fraction to and including $1,000,000 $1,000,001 and up $5,608.75 for the 1' $1,000,000 plus $3.15 for each additional $1,000 or fraction VERIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the existing foundation will be required before proceeding with the framing. New Houses Only City of Fridley Building Inspections Department 6431 University Avenue NE Fridley, MN 55432 763-572-3604 Fax: 763-502-4977 Design #: 21020 * * *Take You selected a 1 level dec Pressure Treated Framing 6 x 6 Framing Posts 15116" x 5-3116" UltraDeck Poured Footings 12" Tube Tiger Claw Composite Fas Stainless Steel Framing Fc, Handrail selections: 36" Shaped Horizontal Har 30" Rust Aluminum Spindly 4' Aluminum Spindle Spac 4"x 4" x 48" Cedar Railing 2" x 4" x 8' Cedar Shaped You ma Menards forplan comp) from those pictur DG sheet to the Building Materials desk to purchase your materials. with:I 00.10kax, .A A AAAi&tAM ^1 * ft !A. Ino, A"f solid Deck ' deep Railing Id Rail all the m or 41512007 are Spindle on style i ax, iaoor ana aeuvery not mcivaea. V r — S� lustration intLed ed to sho era( deck size and shape. — 7? ome options selected may not be shown for picture clarity. 8 Today's cost for m terials estimated in this design with o tions: $3221.81 *The base price includes: PSF deck live load, AC2 treated - horizontal 2x6 deck bords, 4x4 posts, 2x8 'oists and beams, gala nized framing fasteners, A treated 36° Vertical handrail to joist without posts, and premium screws.��ASE priCej:1439.21 Design #: 27020 * * * Take thk sheet to the Bui Materials desk to Dur materials. * * * 41512007 1: 16' x 24' the ground Ib ontal Decking ois tt 1 2" earns ST Deck Live Load 1F��dE -� Ui� -62 C,1+-9 aN dam ;:�J/ A� N ems{ Today's cost for m terials estimated i his design with Itions: $3221,81 *The base price includes: 0 PSF deck live load, AC2 treated • horizontal W deck bords, 4x4 per, and beams, gale nized framing fasteners, A treated 3ti Vertical handrail to joist without posts, and premium screws. *(SrSE pdce): $1439.21 Post andDesi n#ir��s0on Sheet 9 1917 891224' C Please bring these plans to Posts '6' 5'3" 5'3" 5'3" 5'3" 116" O E - the cashier to purchase. N N C Ca to cc N U E C I.B. O E L' C E 9� .� P. E Q 9! O O ex®999 O -CO tAf • �� `� s _ y Y N CO v �X I 9 Layout dimension sheets are intended as a construction aid. Not all options selected are shown, C O E - N N C Ca to � � N V% & C CO C� C" UIC3 d 8 U i CL M aCM 4 N � N CO � '. O C vv R�^ ftY N lb N �R Ootjt 1= N CO O � d COE E2 CO 1=03 cc E =— O lc-? ..�--• N 'O 'a N CO � CQ N CL EcnEi, _-2 E� U > _2E O Layout dimension sheets are intended as a construction aid. Not all options selected are shown, Beam Layout for Your Deck The Scale is IX: V Design#:27020 Mark Length Description A 1 "I'T 2-2x12 Green Treated B 619" 2-2x12 Green Treated Layout dimension sheets are intended as a construction aid. Not all options selected are shown, to -W:? 11 C N U E CO O Z3 =3C/.) CO O A= p �s C> Ca C> c W C3 E� W m� CD CO u� C>— o �vva3W W civ f' CM sm W y m m —��Q C5 a� Q E c — Cu o Cc cc cc Q> a> o16 WE ig C-0 CD Ca c E°�_ •a -a cc CM E w E _- 6- > � a� WCao r-= o � 0 D A Mark A B C D E F F Joist Layout for Your Deck The Sale is 114': 1' Design#:27020 A A A A A A A A A A A A �-cc, E5 �SEZ` cE.� A A A A D—Ca2oC� =oma= ICL& Ica a> EWE� m aEi N Ca 5 Call cdW= Q- m � c 40 U aCn N a c L CA�o =WCC Cc= o' —a� g Length Description Usage E 169" 2x12 Green Treated Joist ._ o Q- N � Ca 20' ' 2x12 Green Treated Ledger Ca -C -O 39"' 2x12 Green Treated Ledger o 12 CD E L 15'1 112" 2C12 Green Treated Rim joist ._ 20' 2x12 Green Treated Rim joist CS E 15 4 2x12 Green Treated Rim joist �(�o = Cc a Joists to be on 16" centers. Joists to be hung from the le�lger with joist hangers. Joists to be toe -nailed to beams wfth 3-112" (16d) galvanized nails. Rim joists to be face -nailed tp joists & ledgers with 3-1/2(16d) galvanized nails. Y bracing is estimated, but not shown. Blocking and bridging may be required by your local code, Layout dimension sheets are intended as a construction aid, Not all options selected are shown, CO .2" co C5 E m E -121 O Q O CO U <D Cts � Q , o E 0