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PRE 2010 DOCSCity of Fridley, Mi BUILDING PERMIT N° Date: • d &ws.. rr v LOCATIO F PUILDING No. •—. Street - P Lo — Lot .__ Block Addition or Sub -Division Corner Lot Inside Lot A00*0 Setback Sideyard _*" �► Sewer Elevation _ _ _ _. Foundation Elevation DESCRIPTION OF BUILDING T gS*I,: FrontIt Depth Height Sq. Ft. Ila Cu. Ft. A4 A .� Depth ei t Sq. Ft. Cu. Ft. Type o traction Fest. Cost 9 �.! To be Completed In consideration of the issuance to me of a t to const the proposed work in accordance with the des crip on above set ordinances of the city of Fridley. e building described above, I agree to do and in compliance with all provisions of In consideration of the payment of a fee of $ 30 permit is hereby granted to to construct the building or addition as described above. This permit is granted upon the express condition that the person to whom it is granted and his agents, employees and workmen, in all work done in, around and upon said building, or any part thereof, shall conform in all respects to the ordinances of Fridley, Minnesota regarding location, constru on, alteration, maintenance, repair and moving of buildings within the city limits and this permit may be revoked at any time upon violatiof any of the provisions of said ordinances. .,,,, Building Inspector FNOTI,CF--:,,it does not cover the construction, installation for whine, plumbing, gas heating, sewer or water. Be sun to see nspector for separate permits for these hems. oQW4 APPLICATION FOR BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA owner I s Name .: i /l y LOCATION OF BUI ING No. Street Part of Lot Lot BlocAddition or Subdivision -- .4.0 Corner Lot Inside L Setback Side -Yard Id - 13 SEWER ELEVATION FOUNDATION ELEVATION AV Applicant attach to this form Certificate of Survey of Lot and proposed building location. DESCRIPTION OF BUILDING 17 TO 10� 11S0CZ X30 �� -� Sq . Ft . Ft . �-- Front j Depth Height sq. Ft. cu. Ft. Type of Construction 4&da,� Estimated Cost'w To be 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 ruling of the Department og.Build- ings, and hereby declares that all the facts and representations stated in this application are true and correct. (Schedule of Fee Costs can be found on the Reverse Side). City of Fridley, Minn. BUILDING PERMIT N? 5676 Date: -Y` Owner: Builder a — Address _ — Address — - LOCATIO `SOF OUILDING No.- StreetPart Lot - Block Addition or Sub -Division Corner Lot --- Inside Lot / Setback � Sideyard � ^' Sewer Elevation _._ Foundation Elevation — DESCRIPTION OF BUILDING WalkT U Front j4 -Depth Height 'Sq. Ft.A&I Cu. Ft. Depth eight q. Ft. Cu. Type o4onstruction Est. Cost _ To 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. In consideration 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 and upon said building, or any part thereof, shall conform in all respects to the ordinances of Fridley, Minnesota regarding location, construction, alteration, maintenance, repair and moving of buildings within the city limits and this permit may be revoked at any time upon violatio& of any of the provisions of said ordinances. Building Inspector NOTICE: This permit does not cover the construction, installation for wiring, plumbing, gas heating, sewer or water. Be sure to we the Building Inspector for separate permits for these Items. 4 City of Fridley, Mi BUR DING PERMIT N? 7123 Date: — , ` 6 Z - I w i - . Qzz' 611; AM4 2 � Wv-; IN LOCATION BUILD G No. Street of Lot Lot Block tion or Sub -Division t Corner Lot _ Inside _. T -at �/ Setback ✓�- deyard Sewer Elevation R 41.4 �!_ _- Elevation S1 A 8, 4 -tbP OF r&.T/,A/ & DESCRIPTION OF BUILDING G T U Front Depth Height ___ r�'� Sq. rt Ayy Cu. Front DepthHeight Sq. Ft.�4d Cu. Ft. c of tion Est.. i� To be Completed Tyke r 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 afl provisions of ordinances of the city of Fridley. In consideration of the payment of a fee of 9-1) � ._ , permit is hereby granted to to construct the buil _ding or addition as described above. This pelt is granted upon the express condition that the person to whom it is granted and his agents, employees and workmen, in all work done in, around and upon said building, or any part thereof, shall conform in all respects to the ordinances of Fridley, Minnesota regarding location, construction, alteration, maintenance, repair and moving of buildings within the city limits and this permit may be revoked at any time upon violation of any of the provisions of said ordinances. A n ----% NOTICE: M permit does not cover the construction, Installation for whine, phmnbine, ea hedine, sewn or water. Be sure to we the Building; Inspector for separate permits for there items. i® 0 ;�O:�AN. FIELD & NOWAK SURVEYORS 2825 HARRIET AVE.jet INNEAPOLIS, MINNESOTA CERTIFICATE. OF SURVEY For N I CK Laff MID A4 M saw t OESCRIPTIONs Lot 5, Llock 2, Sylvan Hills Plat 4. Scales I" — 30' We hereby certify that this is a true and correct representation o4 a survey of the boundaries of the land above described and of the location of all building4 if any, thereon, and all visible encroachments, if any, from or on said land. Dated this th day of .lune , 19% EGAN, FIELD b NOWAK urveyors i ie No Boo--- Nt- by r City of Fridley AT THE TOP OF THE TWINS sue.,EcT BUILDING PERMIT PE 16. f COMMUNITY DEVELOPMENT DIV. r � � PROTECTIVE INSPECTION SEC. CITY HALL FRIDLEY 55432 612-571-3450 NUMBER 910415 REV DATE 2 PAGE OF APPROVED BY JOB ADDRESS 244 Me cury Dr t LEGAL DESCR. LOT NO. 5 BLOCK 2 TRACT OR ADDITION Sylvan Hills Plat 4 SEE ATTACHED SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE M. Loutchko 244 Mercury Dr571-2125 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Owner 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION (A REPAIR ❑ MOVE ❑ REMOVE B DESCRIBE "FR House Reroof -hee }e and izarage 35 S ear -off 9 CHANGEOFUSEFROM TO STIPULATIONS Underlayment must comply with State Building Code. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCYLOAD VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION ZONING SO. FT. CU. FT. 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 AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT VALUATION $2919 SURTAX $1.46 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. $74.75 Fire SC $2.92 PLAN CHECK FEE TOTAL FEE $79.13 SIGNATURE OF CONTRACTOR OR AUTM IZED AGENT IDATEI WHEN PROPER VALIDATED THIS IS YOUR P BLQA INSP /nPf',E�%yR�M"InyT, ! N Iy BATE SiGNAT OF OWNEROF OWNER BUILDERI IDATEI NEW [ ] ADDN [ J ALTER [ J ConstructionAddress: Legal Description: Owner Name & Address: Contractor: Address: CITY OF FRIDLEY SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION L,e ez"-" lezI Jt Effective 1/1/98 'a Tel. # ' MN LICENSE # 7/ - 2 Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. Construction Type: Estimated Cost: $ l �j (Fee Schedule on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ = $ DATE: ,O APPLICANT: �� Tel. # CITY USE ONLY Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1000 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 [ ] j11*21(:L DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGEAREA: Length Width Height Sq. Ft. DECK AREA: Lenath Wi Hgt/Ground Sq. Ft. OTHER: +�(� `Cv 7 2 --6) Construction Type: Estimated Cost: $ l �j (Fee Schedule on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ = $ DATE: ,O APPLICANT: �� Tel. # CITY USE ONLY Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1000 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 [ ] j11*21(:L Building ,:30 O o 6 BUILDING Permit No.- 0 NO Inspections See Back Page for Fee Schedule RESIDENTIAL APPLICATION Received By: ftA 763-572-3604 Fire Surcharge CITY OF FRIDLEY Datela: b E C - 763-502-4977 FAX EFFECTIVE 1-1-08 .0005 x Permit Valuation Minimum $.50 DATE 11- 31 -© ?' YO E-MA11 ADDR\E�S'� 5 I G 6 SITE ADDRESS t v THIS APPLICANT -IS-'. ,OWNER )6CONTRACTO PROPERTY OWNER/ NAME; j kvfd ®U L T 0 S -Zve ,,r'J TENANT 4A 5 l i L Sr CiTY9PRIA16 � • /"fes- STATE /y, ft + 6 ft = ft x $21 =$ ADDRESS: fI PHONE: 7763` � L% -.K' $ NAME: ADDRESS: SQ inn e ✓f 9 80 V L. CITY STATE ZIP CONTRACTOR SUBMIT A COPY OF PHONE FAX ff - 713 - 76 2-1 YOUR STATE LICENSE STATE LICENSE # -3005 EXP DATE -7 PROPERTY TYPE❑ SINGLE FAMILY W CONSTRUCTION SIZE 1.3 7& Make checks payable to: City of Fridley Attach Stipulations ff TWO FAMILY/NEW CONSTRUCTION STORIES_ PERMIT TYPE ❑ ADDITION ❑ GARAGE/SHED 79 WINDOWS ❑ BASEMENT FINISH ❑ ROOF ❑ DRAIN TILE ❑ DECK SIDING ❑ OTHER SWIMMING POOL TYPE OF WORK: ❑ NEW HOME CONSTRUCTION [],ADDITION ❑ MAINTENANCE/REPAIR VREMODELING DESCRIBE WORK BEING DONE:. P ,w o o r i- W, -r, vL- :3 BA T/l 5 ` 5 l ® /� 6, — U / v -v d w.9 - SIZE OF IMPROVEMENT LENGTH WIDTH HEIGHT SQ FT ROOFING ❑ HOUSE ONLY BASEMENT REMODELING SUBMIT: NUMBER OF SQUARES ❑ HOUSE & GARAGE 1. Existing Floor Plan GARAGES ❑ ATTACHED GARAGE 2. Proposed floor plan PROPOSED SIZE: ❑ DETACHED GARAGE 3. List of structural members to be used. PROPOSED HEIGHT: FOR NEW CONSTRUCTION INCLUDING DECKS, ,SS ING ts1 Vinyl Soffit ADDITIONS. & PORCHES SUBMIT: I. Site Plan/Survey showing the existing structures ❑ Aluminumrim and proposed project. ❑ Other Vascia 2. Two sets of construction plans WINDOWS3. Energy Calculations IN EXISTING OPENINGS Yes ❑No LOCATION OF WINDOWS OR FOR NEW OPENINGSIE' SCRIBE SIZE OF 41C 4VV ti 00 W S OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED NUMBER OF WINDOWS ALL FEES ARE BASED ON VALUATION, INCLUDING THE uOST OF LABOR Aivu MA 1 LMALN (USING THE 1997 UBC FEE SCHEDULE) TOTAL JOB VALUATION $ ,:30 O o 6 OCCUPANCY TYPE Permit Fee $ H141,'I See Back Page for Fee Schedule Plan Review $ 65% of Building Permit Fee Fire Surcharge $ ;® .001 times the total job valuation Surcharge $ 6 a .0005 x Permit Valuation Minimum $.50 License Surcharge $ [ $5.00 (State Licensed Residential Contractors) SAC Charge $ $1825 per SAC Unit (Plans to MWCC for determination) Curb Cut Escrow $ ft + 6 ft = ft x $21 =$ Erosion Control $ $450 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement necessary ( ) Non Necessary ( ) Total Due $ WA 1. 9 , 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 on site; that the work will be in adore w the approv %1 an in the case of all work which requires review and approval of plans. SIGNATURE OF APPLICANT � /� ` o ,�� PRINT NAME AIR 5f4t01,4,U5X( DATE APPROVED BY DATE Beam and Footing Sizes Based on No. 2 or better Ponderosa Pine and Southern Pine Treated for weather and/or around exposure) 5700A pg 3 (8/95) V48 Posting Spacing - 4' 5. 6' 7' 8' 9. 10, 111 12' 13' 14' Southern Pine Bean 1-2x6 1-2x6 1-24 2-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 6- Ponderosa Pine Beam 1-2x6 1 2x 1-2x8 2-2x8 2-2x-8 2-2x8 2 2x1 2-2x10 2-2x12 2-2x12 3-2x10 Comer Footing 6 4 7 N'S 5 7 $l 5 6 N,J 9 6 6 1OW' 7 10 7 10 8 11 Intermediate Footing 9 7 7 11 13 9 14 10 1 15 10 15 11 16 11 Southern Pine Bean 1-2x6 I -2A 1-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 2-2x12 Ponderosa Pine Beam 1-2x6 1-2x6 I 1-2x8 2-2x8 2-2x8 2-2x10 2-2x10 I 2-2x10 2-2x12 I 3-2x10 3-2x10 r Comer Footing 7- 5 7 5 8 6 9 6 9 7 10 7 10 F� 7 11 8 11 8 12 9 12 9 Intermediate Footing 9 7 10 7 !!Lit 8 12 9:13 9 14 'A 10 4 15p 10 12 17 121 Southern Pine Bean 1-2x6 I -2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 8' Ponderosa Pine Beam 1-2x6 2-2x6 2-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2 2x1 3-2x10 3-2x10 3-2x12 Comer Footing 7 5 82,"'t'i 6 6 9 7 10 10 7 11 8 11 8 12 13 1,0 9 Wj,'Aq 9 Intermediate Footing o 10 7 11 " 1 8 12 9 13 9 14 10 15b 10 16 11 11 16 16 12 17 1 12 18 [1,§ 13 8 13 Southern Pine Bean 1-2x6 1-2x6 2-2x6 2-2x8 2-2x8 2-2xI0 2-2xI0 2-2x12 2-2x12 3-2x10 2-2x6 91 Ponderosa Pine Beam 1-2x 6 2-2x6 2-2x8 2-2x8 2 2x1 2-2x10 2-2x10 3-2xI0 3-2xI0 3-2x12 3-2x12 Comer Footing 7 1 5 8� j�::,71, 6 9 6 10 0 8 12 4 Intermediate Footing 10 7 12 8 13 i 1 9 14 10 1 15' 10 Is 11 17 12 17 12 18 13 19 13 20 14 Southern Pine Bean 1-2x6 1-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2xI0 2-2x12 2-2x12 3-2x10 3-2x10 Ponderosa Pine Beam 1-2x6 1-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 3-2xI0 3-2x12 3-2x12 Eng Bm 10, Comer Footing I'll 8 6 9 6 10 7 10 7 11 8 12 �4-6' 8 12 Intermediate Footing 1 1 8 12,�,j, 9 14 10 15 10 16 _11 12 17[J41,12 17 12118 17 il' 13 19 _ 14 20 14 21 15� Southern Pine Bean 1-2x6 2-2x6 2-2x6 2-2x8 2-2x10 2-2x8 2-2xI0 2-2x12 2-2x12 3-2x10 3-2x12 Ponderosa Pine Beam 2-2x6 2-2x6 2-2x8 2-2x8 2-2x12 2 2x1 2-2x12 3-2x10 3-2x12 3-2x12 Eng Bm Comer Footing 8, 6 9 0 Intermediate Footing 121� ts 13 9 14 10 15 10 16 11 17 � 12 17 12 18 10 19 1 14 20 1 14 2115 YOM Southern Pine Bean 1-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2xI0 2-2x12 3-2x10 3-2x10 3-2x12 Ponderosa Pine Beam 2-2x6 2-2x6 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 3-2x12 3-2x12 Eng Bm Eng Bm 12' Comer Footing 9 6 10 IK""' A""', 7 10 7 11 8 12 9 9 14 1,t 10 14 10 10 15 1 15' ill 16F "4 11 Intermediate Footing 12�� 9 14 10 15 10 16,, 1 1 17 12 18 13 19 14 ZU 14 14 21 15 21 15 �,', 16 4, Southern Pine Bean 1-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 3-2x10 3-2x12 3-2x12 Ponderosa Pine Beam 2-2x6 2-2x6 2-2x8 2-2x10 2-2x12 2-2x12 2-202 3-2x12 3-2x12 Eng Bm Eng Bm 13" Comer Footing 9' 6 10 ,i 7 8 8 8 11 k"9 12 12 12 8 13 9 13 14 10 15 j 10 15 11 16 Intermediate Footing 13 9 141,1 10 15 l 11 17 12 18 1a 13 19 13 20 14 21- 15 22 15 23 16 24 17 Southern Pine Bean 1-2x6 2-2x6 2-2x6 2-2x8 2-2x10 2-2x10 2-2x12 3-2xI0 3-2x12 3-2x12 3-2x12 Ponderosa Pine Beam 2-2x6 2-2x8 2-2x81 2-2x10 2-2x12 3-2x10 3-2x12 3-2x12 Eng Bm Eng Bm Eng Bm 14' Comer Footing 9 7 10 7 11± 8 12 9 13 9 14 0 15 Intermediate Footing 13, 9 10 16 11 17 1 21 .8 1 13 20 14 21 15 22 15 23 16 24 1,. 17 21 17 Southern Pine Bean 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x12 2-2x12 3-2x10 3-2x12 3-2x12 Eng Bm Ponderosa Pine Beam 2-2x6 2-2x8 2-2x8 2-2xI0 3-2x10 3-2x10 3-2x12 3-202 Eng Bm Eng Bm Eng Bm 15, Comer Footing 10 7 11 8 12M , 8 13 9 14 1. 10 14 ° 10 Intermediate Footing15 II 1. 13 14 21 15 22 16 23 � 17 24 17 25 18 Southern Pine Bean 2-2x6 2-2x6 2-2x8 2-2x8 2-200 2-2x12 2-202 3-2xI0 3-2x12 3-2x12 Eng Bm Ponderosa Pine Beam 2-2x6 2-2x8 2-2x10 2-200 3-2x10 3-2x10 3-2x12 3-2x12 Eng Brn Eng Bm Eng Bm 16' Comer Fobting 1 0 7 T 11 7 8 12011', 14 �114 10 15 3� 10 16 ril 11 16 2 JA 17 12 1 8 5 3 ,Intermediate Footing Footing 141" 10 L 411" 116 n ig' 11 17' 178 20 22 1 " 16 23 6 24 17 2 5, " 18 '0 26 18 Notes 1. Joist length is total length of joist, Including any cantilevers. 4. All footing sizes aboveare 2. When joist extends (cantilevers) beyond support beam by 18" base diameters On Inches) or more, add 1" to footing dimensions show n . and are listed for 0PANWIL, 3 . Requirements for future 3 -season porches or screen porches: THREE SOIL TYPES: 1.11 t 1: a. Increase comer footing size shown by 90%. b. Increase center footing size shown by 55%. -10-1 c . Locate all footings at extremities of deck (no cantilevers). d . Beam sizes indicated need not be altered. 5700A pg 3 (8/95) V48 Joist Span Based on No. 2 or better wood grades. (Design Load = 40#11 + 10#DL, Deflection= 0360) Sample Calculations for Using Joist Span, Beam Size and Footing Size Tables CASE I SOLUTION: Refer to tables for joist, beam and footing size requirements. Example: a = 12'; Post Spacing = 8' Use the Joist Span table to find the acceptable joist sizes for a 12' span, 2x8s at 12" O.C., 2x10s at 16" O.C. or 2x12s at 24" O.C. Use the Beam and Footing Sizes table and find the 8' post spacing column. With a 12' deck span, the beam may be either two 2x8s or two 2x1 Os, depending on wood used. Depending on the type of soil, the footing diameter at the base must be a minimum of 12", 10" or 9" for the comer post and 17", 14" or 12" for all intermediate posts. Use "a"to determine joist size and "a" + 2b" to determine beam and footing sizes. The length of Vis restricted by both the length of a"and the size of the a joists. Example: a = 8', b = 2', Post Spacing =10' Refer to the Joist Span table. For an 8' joist span, either 2x8s at 24" O.C. or 2x6s at 16" O.0 are acceptable. For sizing the beam, use a joist length of 12' (8' + 4') and a post spacing of 10'. The Beam and Footing Sizes table indicates that the beam may be either two 2x1 Os or two 2xl2s, depending on wood used. Depending on the type of soil, the footing diameter at the base must be a minimum of 15", 12" or 11" for the comer post and 20", 17" or 15" for all intermediate posts. Note that because of the 2' cantilever all footing sizes were increased by 1" as required by footnote 2 at the end of the table. Use "a" or "b; whichever is greater, to determine joist size. Use "a" + "b" to determine the size of Beam 9 and the post footing size for the posts supporting Beam 1. Use joist length b" to determine both the size of Beam 2 and the post footing size for the posts supporting Beam 2. Example: a = 6', b =.7', Post Spacing = 9' Joist size is determined by using the longest span joist (7'). The Joist Span table indicates that 2x6s at 24" O.C. would be adequate for this span. For Beam 1 and footings, use a joist length of 13' (6' + 7') and a post spacing of 9'. The Beam and Footing Sizes table indicates that the beam may be two 2x1 Cis or two 2x1 2s, depending on the wood used. Depending on the type of soil, the footing diameters for Beam 1 posts shall be 13", 11" or 9" for the comer (outside) post and 19", 15" or 13" for all intermediate posts. For Beam 2 and footings use a joist length of 7' and post spacing of 9'. The beam may be two 2x8s or two 2xl0s, depending on wood used. Depending on the type of soil, the footing diameters for Beam 2 shall be 10", 8" or 7" for the comer posts, and 14", 11" or 10" for all intermediate posts. V-47 Ponderosa Pine 12"OC I 16"OC 24"OC Southern Pine 12"OC 16"OC 24"OC Western Cedar 12"OC 16"OC 24"OC 2x6 9-2 8-4 7-0 10-9 9-9 8-6 9-2 8-4 7-3 2x8 12-1 10-10 8-10 14-2 12-10 11-0 12-1 11-0 9-2 2x10 15-4 13-3 10-10 18-0 16-1 13-5 15-5 13-9 11-3 2x12 17-9 15-5 1 12-7 21-9 19-0 15-4 1 18-5 1 16-0 13-0 Sample Calculations for Using Joist Span, Beam Size and Footing Size Tables CASE I SOLUTION: Refer to tables for joist, beam and footing size requirements. Example: a = 12'; Post Spacing = 8' Use the Joist Span table to find the acceptable joist sizes for a 12' span, 2x8s at 12" O.C., 2x10s at 16" O.C. or 2x12s at 24" O.C. Use the Beam and Footing Sizes table and find the 8' post spacing column. With a 12' deck span, the beam may be either two 2x8s or two 2x1 Os, depending on wood used. Depending on the type of soil, the footing diameter at the base must be a minimum of 12", 10" or 9" for the comer post and 17", 14" or 12" for all intermediate posts. Use "a"to determine joist size and "a" + 2b" to determine beam and footing sizes. The length of Vis restricted by both the length of a"and the size of the a joists. Example: a = 8', b = 2', Post Spacing =10' Refer to the Joist Span table. For an 8' joist span, either 2x8s at 24" O.C. or 2x6s at 16" O.0 are acceptable. For sizing the beam, use a joist length of 12' (8' + 4') and a post spacing of 10'. The Beam and Footing Sizes table indicates that the beam may be either two 2x1 Os or two 2xl2s, depending on wood used. Depending on the type of soil, the footing diameter at the base must be a minimum of 15", 12" or 11" for the comer post and 20", 17" or 15" for all intermediate posts. Note that because of the 2' cantilever all footing sizes were increased by 1" as required by footnote 2 at the end of the table. Use "a" or "b; whichever is greater, to determine joist size. Use "a" + "b" to determine the size of Beam 9 and the post footing size for the posts supporting Beam 1. Use joist length b" to determine both the size of Beam 2 and the post footing size for the posts supporting Beam 2. Example: a = 6', b =.7', Post Spacing = 9' Joist size is determined by using the longest span joist (7'). The Joist Span table indicates that 2x6s at 24" O.C. would be adequate for this span. For Beam 1 and footings, use a joist length of 13' (6' + 7') and a post spacing of 9'. The Beam and Footing Sizes table indicates that the beam may be two 2x1 Cis or two 2x1 2s, depending on the wood used. Depending on the type of soil, the footing diameters for Beam 1 posts shall be 13", 11" or 9" for the comer (outside) post and 19", 15" or 13" for all intermediate posts. For Beam 2 and footings use a joist length of 7' and post spacing of 9'. The beam may be two 2x8s or two 2xl0s, depending on wood used. Depending on the type of soil, the footing diameters for Beam 2 shall be 10", 8" or 7" for the comer posts, and 14", 11" or 10" for all intermediate posts. V-47 Building PLUMBING Permit No Inspections RESIDENTIALAPPLICATION Received By: 763-572-3604 CITY OF FRIDLEY Date Rec'd: 763-502-4977 FAX EFFECTIVE I-1-08 DATE YOUR E-MAIL ADDRESS SITE ADDRESS r THIS APPLICANT IS: 0 OWNER NTRACTOR PROPERTY NAME: ADDRESS: CITY STATE ZIP OWNER/ TENANT PHONE: CONTRACTOR NAME; ;!&,6 STATE LICENSE # 12 G2 2 V P M EXP DATE SUBMIT A COPY OF YOUR STATE Q L` (SL/ N 7� EXP DATE IZ `' k" d LICENSE. BOND AND STATE BOND # �! I � Av-(' STATE /14 IP � CERTIFICATE OF ADDRESS: 1-7 —2 4� �� CITY INSURANCEPHONE�(c�� S3`?�� FAXZL�—C� — PERMrr TYPE 5 GLE FAMILY 0 TWO FAMILY 0 TOWNHOUSE WORK: 0 NEW PLACEMENT TYPE OF DETAILED DESCRIPTION OF WORK - Ah2 •.r PER MS 1613.665 the permit fee is a minimum of $15.00 or 5% of the total cost up to $500.00, whichever is greater, for the improvement, installation or replacement of a residential fixture, excluding the fixtures. (This should reflect only the cost of labor ) Labor cost under $300 = $15.00. Labor cost between $300 to $500 = cost of labor x .05 = plus .50 surcharge R I FOR PROJECTS WHERE LABOR EXCEEDS $500, FEES ARE BASED ON $10.00 PER FIXTURE. EXCEPT WHERE NOTED. FIXTURES: (INDICATE TOTAL TIMBER OF EACH BELOW), MINIMUM FEE $15.50. -S_ BATH SINKIL.AV DRAINS 47, SHOWER _ WATER PIPING _FLOOR TBATHTIJB _ GAS PIPING (NEED CITY LIC) _ SWIMMING POOL _ WATER SOFTNER ($35) WASHER KITCHEN SINK WATER CLOSET _BACKFLOW PREV. ($15) CLOTHES DISHWASHER _LAUNDRY TRAY _WATER HEATER ($35) FOR IRRIGATION WATER METER _ OTHER Permit Fee $ Number of fixtures @$10.009/ x$10.00=$ Surcharge .50 Number of fixtures @ $15.00 x $15.00 = $ OR Number of fixtures @ $35.00 x $35.00 = $ TOTAL DUE $ State Surcharge = $ 1 A .50 INIMUM $15.50 (MINIMUM $15.50) Total = $ 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 for a pe i d work is not to start without a permit on site; that the work will be in accordance with the approved in the f al h requires review and approval of plans. �� �/j ✓l�S(11/� SIGNATURE OF APPLIC T PRINT NAME ed'�/� � DATE DATH APPROVED BY 1 City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977