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1996-008496 - new residence
PERMIT CITY-iDF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 B 1 I L D I NG Crystal Bay, Minnesota 55323 Permit Number: 00849E.(612)473-7357 Date Issued: 10/16/96 SITE ADDRESS: .3065 WATERTOWN RD JB P. I .N. ; 04-117-23-22-0033 —22-00 DESCRIPTION: NEW RESIDENCE Building Permit Type SGL FAMILY-NEW Equi ldin3 Work Type RESIDENCE �JBC Occupancy R-3 Construction Type VN Zoning RR-16 Census Code 101 1 - FAM. DETACH i REMARKS: SEPARATE PERMITS REQUIRED FOR PLBG, MEC:H, SEPTIC, FIREPLACE, LAWN IRRIGATION AND STATE PERMITS FOR WELL J& ELECTRICAL . FEE SUMMARY: VALUATION $238, 300 Base Fee $1 ,582.25 Plan Review $1 , 028. 46 Surcharge ---- _1112..15 Total Fee $2, 729.86 CONTRACTOR: OWNER: - Applicant. - HARRIS CONSTRUCTION 17916S26 HARRIS CONSTRUCTION 9990 SUNDANC:E RD 3065 WATERTOWN RD CORCORAN MN 55-374 ORS ANO MN 55356 498-8221 5 THE UNDERSIGNED HEREBY REQUESTS P'ER II SSI#X JO tMAKE THEAtALISR•.. MK SPECIFIED Sl='EGIFIECS AND AGREE T } DO ALL I Nr,. TFT C T CCt#�#F�I~I•ANC�.�; ` AI,L, 1' .:DF ORO 'DINANCES AND STAVE t F,� NNESOTA` . ILDING CDDE. APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE Total Fee: $ �at �. �� Date Received: Entered By: Permit#: CITY OF ORONO — BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) --------------------------------------------------------------------------------------------------------------------- THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR JOB SITE ADDRESS: ? � f `" )�&, ZIP: NAME OF OWNER: a + s S C o -r ��<� iµc PHONE: home) t4 4 FgZA l (work) ����a� MAILING ADDRESS: 1905 �9h c� Q CITY: o d Guru h ZIP: 7 CONTRACTOR: / r%S CdS r C. PHONE: CONTACT PERSON: 7` MOBILE/PAGER: MAILING ADDRESS: 1110 :S-n I �� CITY: o r C v la h ZIP: STATE LICENSE: # lv S3 ARCHITECT/ENGINEER: I�i a n �a h h w ��5 w PHONE: l 4 '7g z4O MAILING AD RESS: �p tV CITY: Cz,h pss =-7 ZIP: 3 17 NAME: REGISTRATION# TYPE OF WORK: New Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): Cp n S r�c / y -e STORIES: SQ. FEET OF EACH FLOOR: �-�- `1O— /0 NO. OF BEDROOMS: 3 GARAGE STALLS: ATT. DET. ESTIMATED CONSTRUCTION VALUATION (excluding land): $ �- 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 and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in a . dance with t e approved plan. APPLICANT'S SIGNATURE: G�'11 J +-�� DATE: NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. 9 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself shall be informed of: (a)the purpose and intended use of the requested data within the collecting'state agency, political subdivision, or statewide system; (b)whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data, pursuant to section 13.82, subdivision 5, to a law enforcement officer. The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund instructions instead of on those forms. Subd. 3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals, and whether it is classified as public, private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and, if he desires, shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making, certifying, and compiling the copies. The responsible authority shall comply immediately, if possible, with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays, Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data, including recipients named by the individual; or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd.2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04 (available upon request) to review private data on yourself. 6. Your full name is required to process this application or permit. First Middle Last Aa ss City State Zip Phone I understanoz stater bove � lJ Signature y CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESSOR LEGAL: PID: - // 7-- DESCRIPTION -DESCRIPTION OF WORK: / ------------------------------------------------------------------------------------------------------------------------ ZONING REVIEW BY: � DATE APPROVED: BUILDING REVIEW BY: _ DATE APPROVED: FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes ✓ No PLAN REVIEW Yes ►i No SEWER CONNECTION STATE SUR:HARGE Yes r/ No WATER CONNECTION INVESTIGATION FEE Yes No ti' PARK FEE SAC Yes No SITEINSPECTION Number of SAC Units OTHER (specify) ------------------------------------------------------------------------------------------------------------------------ ZONING CHECK LIST Zoning District: a(Z.-\G Fire Department: Post Office: School District: C9-A6yQ1C:> Lot Area: Sq.ft. Acres Width 3 30.6Co Depth I'fL2k-,&cxh/t Survey Submitted: Yes No Date of Survey: Proposed Setbacks: Front (Lake): ZS 0/ ' Right Side: "72.3 RearStreet : Sb s t ( ) Left Side: Adjacent Structures: Wetland: ((-0 , + Building Height: Def. Hgt. 2 (0.5 Peak Hgt. 3� Lot Coverage: N 1A Grading: Staff Approval Date: i(7 - I(- °I to By: 0 . Council Approval Date: —' Septic: Staff Approval Date: l By: Zoning File: # Resolution: # Resolution Date: Shoreland District: Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 26 BUILDING REVIEW CHECK LIST UBC: CONSTRUCTION TYPE: Sq Footage $ Per Sq Ftg Basement (Mcjo x 1-7•37 = 2S Sb( 1st Floor 1410 x (.-7-3 i = i o , 2-71 2nd Floor i310 x (,`i -3( ')q(o Garage $D x ' Y -�1 = (� , .Sb 3 5CN�+j Pow 121(0 x zz , t 5 = 2,7afb` , 11 TOTAL 23i, 3 Estimated Construction Value: $ 3g�3�� Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection Footing aSeptic Sewer Connection Framing Fireplace Lawn Irrigation Insulation (Masonry) Other i Wall Board cC (Mfg.) D-- Well (State Permit) 6(--Final Grading/Filling X_ Electrical (State Permit) Other REMARKS (IN HOUSE): ---------- ------------------------------------------------------------------------------------------------------------- REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: ------------------------------------------------------------------------------------------------------------------------ REMARKS(TO BE NOTED ON PERMIT): 27 EXTERIOR EUVELOPE AVERAGE "U". COMF'UTA'fION. OWNER; .. nATr _ 1 �Z7A6 SITE ADDRESS: / PHONE: CONTRACTOR: PLAN # eW 75 Determine working square footage of each 1. Total exposed wall area. .. . . 3¢d 3`S sq. -ft. x .11 = 38319 2. Total roof/ceiling area. . . . . sq. ft. x .026 = Total exposed wall area above .floor=_3 l0 a. Total wall window area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l� s b.* Total door area. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . 121 c. Total sliding glass door area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . d. Total fireplace wall area. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — e. Total wall framing area (average 10%). . . . . . . . . . . . . . . . . . . . . . . . . . . . . f. Total rim joist area. . . . . . . ... . . ... . . . . . . . . . . . . . . . . . ... . . . .. . . . . . . . vg g. net wall area above floor.. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . h. wall area above floor.. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . i . wall area above floor.. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . j. frame wall area at foundation. . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . Total exposed foundation area= k. Total foundation window area.. . . . . . . . . . . . . . . . . . . . . _ 1 . Total net foundation area above grade. . . . . . . . . . . . . . Determine "u" value of each wall segment (e.g. window, door, each separate wall section) a. X uUn , 3 -7 d. X „Ul, _ e. X "u f. 3 X leull h. X „u„ _ i . rIfull = If item #3 is the Sam k. X Ifull as, or less than item #1 , you have met the X "u" 37 intent of SBC 6006 (c 3. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Total = 33.-71 4. TOTAL WORD AOOR/Ct 11,1116 GALCUUITIOIIS: Total expow root/cei l ln.q area, 6 Z sq f t . J) Total skylight area..... . . sq Et x IV, k) Total roof/ceiling fn:ing • ' area (Averaae sq ft xD 1) Total not lnsul ated / ' roof/calling area.... _ . . ! 7g sq f C x 'll' 07— 4. TO-UL J) thru 1) If total of 3h Is the same as, or Zass than A. you have met the lntenC of 2 :NOIR 1.1.6008 J1 =d 0. • 30 l• ACTE3WCM.8WIHQ ENVELOPE DEM91 0. • . cf t et ll iza the'total envellopt SywW a rathod, •the vajuas estsbldsbed jby:th4!w - •- 43 and 04 shat l 'not is greater-than •the sum*af Imam.JCl and JF2• _ Wou- 5Ec,Tzxis bL�, the I A 04 opaque area fcrr R- VAUJE {Yat ' C[arvbtruCt%vn CONSTRUCTION-- FRAMING 1. INTERIOR AIR. FILM 0.68 2. 3. 2 if SOFT VjOOlY 6.87 4. 25/32 SHEATEM 2.06 5. SIDING .61 BASIC 6. EXTERIOR AIR FILM 0.17 WALLTOTAL R= 16.8 U= .09 FTG. #1 TbwTEro cr pF�4ME HILL T7- 1. INTERIOR AIR FILM 0.68 2..)'. .45 3. 61' INSUL. 19.00 4. 32 SHEAT[JIM 2.06 5. S T UNT .6 �• 6. R AIR rlLM 0.17 TOTAL 22. U= .04 n _ _... __. . I. INTERIOR AIR FILM • 0.68 2. 19.00 3. WO RM JOIST 4. 25/32 MOTHM 2.06 5. SIDING .63 ® 6. ER=bl AIR ME 6.17 Tam 24.42 � U= .04 {oI.NDJ4T TC�IA A o " �_ ® BLACK WALL b+• �0` 1. INTERIOR AIR FILM 0.68 3. 111 M?M5.00 _ 4. PROTECTIVE BARRIER 5. 6. M=OR AIR FM 0.17 TUM R= 7.13 ot U= .14 SLAB ON GRADE ' S Ilk0 .At pzjrll. 04 LjL- li( Ar SIG• � r r �o NOTE: INDICATE TYPE, "R" VALUE. DEPTH AND PLACEMW OF INSULATION. ROOF-CEILING CONSTRUCTION R-VALUE 1• INTERIOR AIR FILM 0 -6& �J 2• 5/8" GYP. RD -�� 3• INSULATION 44 00 _ 4• -EXTERIOR AIR FILM VENT U _4 5 .8 0 .02 x n7 FRAME VENTED HEAT FIIOW 1. INTERIOR AIR FILM 0.61 I 2, Ua �i U3. ZX4 INSULATION 5 4. EXTERIOR AIR FILM _0S1�-_ FIG. #5 TOTAL 40.15 U = 0.024 CONSTRUCTION = INSIDE AIR FILM 0.61 2. 3. 4. l 5. AIR FILM 0. 17 U = FRAME 1. INSIDE AIR FILM 0.61 2. MT FLAW UP VENTED 3. 4. S. OUTSTDE ATR FTLM -13 FIG. #6 U = INSIDE AIR FILM 0.61 2. 3. • 4. �. � ",„• ; •• • r+��; : ' ,:. 5, OUTSIDE AIR FILM 0.17 ` TOTAL 1 Z NON-VOID NOTE: USE ADDITIONAL SHEETS IF MRE SPACE IS NEEDED FOR DEEUM AND C ALMATIONS. HEAT FLAW UP FIG. #7 Joist span Based on No.2 or better wood grades. Design Load =40#LL+ 10#DL,Deflection= L/360 SouthernHem Fir pine Western cedar 12"OC 16"OC 24"OC 12"OC 16"OC 24"OC 12"OC 16"OC 24"OC 2x6 10-0 9-1 7-11 10-3 9-4 7-7 9-2 8-4 7-3 2x8 1 3-2 12-0 10-6 13-6 11-10 9-8 12-1 11-0 9-7 ----------- -------- 2x10 16-10 15-3 13-4 16-2 14-0 11-5 15-5 14-0 12-3 2x12 20-6 18-7 16-3 19-1 16-6 13-6 18-9 17-0 14-11 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. a Example:a = 12 feet;Post spacing =8 feet Use the joist span table to find the acceptable joist sizes for a 12 foot span, 2x8s at 12 inches O.C.,2x1 Os at 16 inches O.C.or 2x12s at 24 inches O.C. Use the Beam and footing sizes table and find the 8 foot post spacing column. With a 12 foot deck span, the beam may be either two 2x8s or two 2xl0s, depending on wood used. Depending on the type of soil, the footing diameter at the base must be a minimum of 12 inches, 10 inches or 9 inches for the corner post and 17 inches, 14 inches or 12 inches for all intermediate posts. Case II solution: Use "a"to determine joist size and "a"+ "2b"to determine beam and footing sizes. The length of"b"is restricted by both the length of"a"and the size of the joists. Example:a =8 feet,b= 2 feet, Post spacing = 10 feet a b Refer to the joist span table.For an 8 foot joist span,either 2x8s at 24 inches O.C. or ~� 2x6s at 16 inches O.0 are acceptable. For sizing the beam, use a joist length of 12 feet (8 feet + 4 feet) and a post spacing of 10 feet.The beam and footing sizes table indicates that the beam may be either two 2x10s 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 inches, 12 inches or 11 inches for the corner post and 20 inches, 17 inches or 15 inches for all intermediate posts. Note that because of the 2 foot cantilever all footing sizes were increased by 1 inches as required by footnote 2 at the end of the table. Case III solution: Use "a"or "b"whichever is greater, to determine joist size. Use "a"+ "b"to determine the size of Beam 1 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. a►� b Example:a = 6 feet,b=7 feet, Post spacing =9 feet Joist size is determined by using the longest span joist (7 feet). The joist span Beam 1 Beam 2 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 feet (6 feet + 7 feet) and a post spacing of 9 feet. The beam and footing sizes table indicates that the beam may be two 2x10s or two 2xl2s, depending on the wood used. Depending on the type of soil, the footing diameters for Beam 1 posts shall be 13 inches, 11 inches or 9 inches for the corner (outside) post and 19 inches, 15 inches or 13 inches for all intermediate posts. For Beam 2 and footings use a joist length of 7 feet and post spacing of 9 feet. The beam may be two 2x8s or two 2x10s, depending on wood used. Depending on the type of soil, the footing diameters for Beam 2 shall be 10 inches, 8 inches or 7 inches for the corner posts, and 14 inches, 11 inches or 10 inches for all intermediate posts. Residential Plan Review Guide for Square Footing Sizing Footing Footing Area Required (Min.) Soil Load Bearing Capacity (PSF) Sizes Total Column Loading 64 0.44 444 667 889 11406 111 1333 .� 81 0.56 563 844 1125 1688 i 100 0.69 694 1042 1389 1736 2083 a 121 0.84 840 1260 1681 2101 2521 144 1.00 1000 1500 2000 2500 3000 M H 169 1.17 1174 1760 2347 2934 3521 196 1.36 1361 2042 2722 3403 4083 00 225 1.56 1563 2344 3125 3906 4688 256 1.78 1778 2067 3556 4444 5333 289 2.01 2007 3010 4014 5017 6021 4 324 2.25 2250 3375 4500 5625 6750 0 361 2.51 2507 3760 5014 6267 7521 400 2.78 2778 4167 5556 6944 8333 441 3.06 3063 4594 6125 7656 9188 484 3.36 3361 5042 6722 8403 10083 sl 529 3.67 3674 5510 7347 9184 11021 M 576 4.00 4000 6000 8000 10000 12000 625 4.34 4340 6510 8681 10851 676 4.69 4694 7042 9389 11736 729 5.06 5063 7594 10125 784 5.44 5444 8167 10889 841 5.84 5840 8760 11681 Cq 900 6.25 6250 9375 12500 961 6.67 6674 10010 1024 7.11 7111 10667 c 1089 7.56 7563 11344 w 1156 8.03 8028 12042 1225 8.51 8507 1296 9.00 9000 Shaded total load numbers may require special column types and/or additional footing reinforcement. NOTE: This table should only be used as a guide for establishing square column footing pad sizes. When the actual column type,size and total loading has been determined,each column footing condition should be reviewed to determine the required square footing size and thickness. Although actual concrete compressive strength(PSI)may vary,it is assumed that at a minimum,Plain Structural Concrete(2500 PSI)will be used for column footings sized herein. Soil types and bearing capacities must also be verified at each site. Consult with the local Building Code Official prior to using this table. BCSD-MH008-042503 Residential Plan Review Guide for Round Footing Sizing Footing Footing Area Required (Min.) Soil Load Bearing Capacity (PSF) Sizes Total Column Loading 50.27 0.35 349 873 .q 63.62 0.44 44& 11"3 88494 "� r i 78.54 0.55 5451036 i< a 95.03 0.66 660 990 43 '. q 113.10 0.79 178 ii*-! # M H 132.73 0.92 1383 114 3 153.94 1.07 1 ' "gt'138 U73' � " ? 00 176.72 1.23 1227 IS41 201.06 1.40 13" 4 2793 3491, 4 -- 226.98 1.58 343 351; + ' . .. uA 254.47 1.77 1797 34` c 283.53 1.97 19M 2M 3938 314.16 2.18 2183 -3 4 . 346.36 2.41 2495 `., 380.13 2.64 26" X49 415.48 2.89 4328 5" 1 . M 452.39 3.14 3'1 4712 1111, 9425- 490.88 3.41 17 530.93 3.69 : l8i31737400 M EE- 572.56 3.98 3976 1192$ 615.75 4.28 42781 �4 '.'` f - iy 660.52 4.59 706.86 4.91 498 73 18 'l237 754.77 5.24 5244 804.25 5.59 c 855.30 5.94 '5940' : 0 w 907.92 6.31 ..a r+ 962.12 6.68 1017.88 7.07 Shaded total load numbers may require special column types or sizes and/or addition footing steel reinforcement NOTE: This table should only be used as a guide for establishing round column pad sizes. When the actual column type,size and total loading has been determined,each column footing condition should be reviewed to determine the required round column pad size and thickness. Although actual concrete compressive strength(PSI)may vary,it is assumed that at a minimum,Plain Structural Concrete(2500 PSI)will be used for column footings sized herein. Soil types and bearing capacities must also be verified at each site. Consult with the local Building Code Official prior to using this table. BCSD-MH009-042503 1 REVISOR 1800.5900 1800.5900 CLASSES OF BUILDINGS. In accordance with Minnesota Statutes, sections 326.02, subdivision 5, and 326.03, subdivision 2, the following classes of buildings are exempt subject to the limitations of the elements listed below: Classifications Elements that must be met to be exempt* Assembly (as defined by the MSBC Not greater than one story with no basement; and under occupancy group A2: Dining Seating for not more than 20 persons; and and drinking less than 50 persons) Not greater than 1,000 gross square footage (GSF) Business (as defined by the MSBC Not greater than two story with a basement; and under occupancy group B) Not greater than 2,250 GSF Factory (as defined by the MSBC Not greater than one story with no basement; and under occupancy group F2) Not greater than 3,000 GSF Mercantile (as defined by the MSBC Not greater than two story with a basement; and under occupancy group M) Not greater than 1,500 GSF Residential (as defined by the MSBC Apartment houses/condominiums (three units under occupancy group R) or less), dwellings, lodging houses, attached single-family dwellings/townhomes, and congregate residences (each accommodating ten persons or less) Storage (as defined by the MSBC Not greater than one story with no basement; and under occupancy group S 1: Aircraft Not greater than 3,000 GSF hangars and helistops) Storage (as defined by the MSBC Not greater than one story with no basement; and under occupancy group S2 except for Not greater than 5,000 GSF parking garages, open or enclosed) Utility(as defined by the MSBC under Not greater than one story with no basement; and occupancy group U except for fences Not greater than 1,000 GSF higher than 8, tanks and towers, and retaining walls with over 4' of vertical exposed face) *All terms used in this table are defined in the Minnesota State Building Code (MSBC). Statutory Authority: MS s 326.06 History: 32 SR 367 Published Electronically: July 7, 2011 Copyright©2011 by the Revisor of Statutes,State of Minnesota. All Rights Reserved. Table V11 Minimum setbackdistances (feet) Feature Sewage tank, AbsorptionBuilding holding tank, area or or supply pipes or sealed privy unsealed privy Water supply wells Buried water lines Structures 10 20 Property 10 10,Orono 20 feet lines* Ordinary high water level of public waters Setbacks from buried water lines and water supply wells are governed by chapters 4715 and 4725, respectively. ** Infringement on property line setbacks must be made through accepted local procedures. *** Setbacks from lakes, rivers, and streams are governed by chapters 6105 and 6120. ... ...... .. ..... ............ .......... ....w. ........ ..... ......... .... ..... . ........ ci C4) U) W Of Mi cro c T- 04 35 ...... Mm. 0 O . ..... ...... ............ CIO CY 24 C4 C4 (d M, .. E E E .... P't cq CIO C4 co ..... .... 0 Lq 0) 2 cq Cl) (0 N': (D Cd cr) .... .... ..... ..... CM .... .. .... _j d ... ..... ..... ..... ... C4 -d- CID 0 0) `;. N cl a aq 0 ief CO Oi O mt: cm Cf) ;iix X. ...... . ..... ..... -0 ..... . ... .. ... .... ...... .... ..... ...... ZV 0 c to ` C4 z C4 4 L6 Cd CR N LO C) co c 0 16 M 0) CL C (0 r-t Ld 1, 0 C#j cm CR :ic!'.4 coo .0 co A Ci Cj E co Jol Oi ci C4 .. .....FI ;I ..... N R 7 d ..... ..... ... ..... .... ..... 0 CR c C4 (q M C4 &0 it - & 4i . D : I-- . . R .:i 16N CY C4 CY vi: C3 ........ ... LLF A... ....... .......... ...... o EO ..... ...... 0 .......... ...... .......... C! cq Lq cd co) WR: q d R C4 ........ .... R NN C,� rL .... ..... ..... . ..... ... E 0 _j M .2 Q .... ..... • ... ..... .... 0 C4 .. . .... ...... .... ..... ..... ST 0 i- ! (C) - ... R CY 0moi (0 M 0 cm i: :i CINI W.i CY A 93 1, ........... 0 E 83 .... ...... ....... co..... Go ...... N 0. X ri a . K rn M Y) m 0? ........... to .4 �gw C4 C4 C4 w - co : 1* * mi It V 0) C4 A. w CR i In :x IA co Ci C4 C4 a? UM) 0 cc) 00 cr) 0? .. A q. ..,. . ��O! mai L . i v �; Vt: M 23 CID v CM ..... ... .... .... ..... ..... ...... O cd C; C? E 0? E S, en *.1...... w all FB E E B ..... .... rr ..... .... ..... .... Mp, Em V -E E R V. .. ...... ...... & Back to Student Manual Table of Contents &40wool� Steel Beam and Copynght 1993 by Amencan Iron and Stetd Institute Column Tables Residential Steel Beam Load/Span Tables-Wide Flange Beams ;::,;,:;:;;: MAXIMUM SPAN FOR CENTER BEAMS SUPPORTING ONE FLOOR ONLY no roof or attic loads -L ::'' 'X'# 'tAR'SWlt3'I'ltItll ' > » > > >>> > tlt�.�Plli 't'1 :.; :. .:::::. .. :»:>:>:<:>::: :::>:;::::>;:.:::;::;;:;.......;:.;;;..:.......;:<.;:.;;:.:::.;:.;;:.;:.;:.::.; ............................. ..................... .......... ............................................... :. ::::::. .::::.:.:.11.:::::.:1 .....I.�e. .. . ... .. :.......G. ....... ........ll. ....... .......t1.::::::.::::::1E..alt......:......I ........::::: + * ::::::.:::::: ...... ............................................................................... . . .... . . .. W6x9 16.4 5.6 11.0 4.2 11 26 14.3 LL 13.0 LL 12.0 u 11.3 LL 10.8 LL 10.3 LL 9.8 h4 9.3 Mc 8.9 Mc 8.5 Mc :.:.:.;:.; ....1. .... 1. i.1$....: :... 3.:.........I�I. .......0,� ......t,#« ....t13,�...... ......III�......:f4 ........................... W8x10 30.8 7.8 15.5 4.2 10 26 17.6 LL 16.0 LL 14.9 LL 14.0 LL 13.2 mc 12.4 mc 11.7 m4 11.1 Mc 10.6 Mc 10.1 Mc 62 w::::.W ,• 1G{1. .: .::. .7R :::. ::::: ..:::: f,:..:��. R•11..�..:: :.... . ...... :..: .:::::.....:::: :•:.:7.1.:::: .:::::iTi:::: � :::::...... .... ..........:...:.:•::::.. .......... ........... ..................:•w. .... ... WWII 39.6 9.9 19.6 42 18 38 1 19.2 LL 174 LL 16.2 LL 15.2 LL 14.4 LL 13.8 LL 13.1 12.4 Mc 11.9 Mc 11.4 Mc D W10x12 53.8 10.9 21.6 3.9 11 29 21.2 LL 19.3 LL 17.9 LL 16.8 15.6 14.6 13.8 13.1 Mc 12.5 Mc 11.9 Mc :.......... ... ............................:...::....::..............................:..:::::............ .......:................ ..:...:........:........ ......:.........:.. W10x15 68.9 13.8 27.3 4.2 17 38 23.0 LL 20.9 LL 19.4 LL 18.3 LL 174 LL 16.4 15.5 14.7 Mc 14.0 Mc 13.4 Mc ;:.>:.:_. :::>: : .>:.':.:: >:: :>:;>::<:>: •;:. .;;.> 1. . ...... :t.......t�: ....1.1�,�......�: ....t�l�......t.l. .....1 �......� W10x17 81.9 16.2 32.1 4.2 18 41 24.4 LL 22.2 LL 20.6 LL 19.4 LL 18.4 LL 17.6 LL 16.7 m4 15.9 Mc 15.2 Mc 14.5 Mc :::::::: :•. ::.:.2� .::: 1•. .:.:.6�ila:.. ' .: .:::. .:::n: :::.:. h(i.v:::: :..: x .....t .......1Y ...... .... .}.f. ... :.::::'.7.r:::: A ::::•: .......................... W12x14 88.6 14.9 29.5 3.5 12 30 25.0 LL 22.8 LL 21.1 LL 19.6 18.2 17.0 16.1 15.3 Mc 14.6 Mc 13.9 Mc y ........... .... ...............:::..........:...........................:..... .:...................... ........::::::::........ ........................ :::.:........:.:.::::.:...:.:::.....:.:.::.:::: ............. ..................... .. ...............y. .......... ..... WSx28 98.0 24.3 48.1 6.9 28 55 25.9 LL 23.5 LL 21.8 LL 20.6 LL 19.5 LL 18.7 LL 18.0 LL 17.3 LL 16.8 LL 16.3 LL W 10x22 118.0 23.2 45.9 6.1 18 41 27.6 u 25.0 LL 23.2 LL 21.9 LL 20.8 LL 19.9 LL 19.1 LL 18.5 LL 17.9 LL 17.3 Mc .......:.: ...... .... ............................::::.:..:.::::..:...................:.:.::.:.....:.........................:...............:..... ..:.::.....::.:::::::.::::>. .::.... ...... � .•..:. ..::::::�">,.'•..15r;:;:»>:�:a: W10x26 144.0 27.9 55.2 6.1 22 49 29.4 LL 26.8 LL 24.8 LL 23.4 LL 22.2 LL 21.2 LL 20.4 LL 19.7 LL 19.1 LL 18.6 LL ::.:::::> : :>:>: :»:. :;»:::<::: :> ;: :>::<::: ;.<. » : :::»:::' <: ::><::>: :::::> ; lff ...::::.....:.: .t .............. , :.::#.3.:..:::2�.f..::: :::I...':. :::. ................ ..:......::............. ...........:::::.......: .:.:......................::.:.:....:..:....................:...:............... .. W10x30 170.0 32.4 64.2 6.1 29 58 31.1 LL 28.3 LL 26.2 LL 24.7 LL 23.5 a 22.4 LL 21.6 LL 20.8 LL 20.2 LL 19.6 LL :..'�If1�. :.:1 :.. :4.::.. :.:.:3 ::.:::.��([7'`.:. .:::..{� .::::.: .::::y%y{��.$:..::.ia«.:.:. +..:.a�.:::::.t.#..i. �l.:::::. .....�"�k..:......... ....:�:�..... . ...........�..... ....:.�^'�..�.::.�::::.::::::2�,��:..:................................... W 14x26 245.0 35.3 69.9 5.31 20 1 46 35.1 LL 31.9 LL 29.6 LL 27.9 LLI 26.5 LL 25.3 LL 24.4 LL 23.3 mcl 22.3 Mc 21.4 Mc L= Span from center to center of supports,ft. L must be >=dimension C,D,or E,whichever applies for.single span beams. Base size of a oontinous beam on the maximum of C,D,or E. I = Moment of Inertia,in! S= Elastic Section Modulus,in? Member Properties per the 1989 AISC ASD Manual. Tributary Mc=Allowable moment assuming Fb =0.66Fy in accordance with the 1989 RISC ASD Specification,k-ft. ArmColumn B Lc= Maximum untraced length of the beam in order to use this table and Mc,it. A B Tributary RE= Max.beam end reaction for 1-3/4"bearing,kips. RI = Continuous beam max.reaction at interior supports with 3.1/2"bearing,kips. ' 'No ive bad reducftm have been included. +DL a in adMan to beam want PIAN C i, D E Span dimensions are governed as noted by either moment capacity(Mo),live load deflection of 1-/360(LL),or interior(RI)or exterior(RE)bearing requirements. Greater bearing dimensions are usually required for beams on non-steel supports.Guidance on bearing design can be found on pages 2-141 through 2-144 of the 1989AISC ASD Manual. 1 RESIDENTIAL STEEL RRAMINO June 1993 NEWO SOUTHERN PINE ALLOWABLE LOAD TABLES DESIGN VALUES f� s' 1 �j •i '� � f ! r R Requirements for Use of Allowable Load Tables 1. These tables are for gravity loads only. Consult a 5. Allowable total and live plf(pounds per lineal foot) registered design professional for wind and seismic loads used to select a header or beam must be equal load analysis and design. to or greater than the actual plf loads applied. 2. All tables are based on uniformly distributed 6.Multiple-member headers and beams must be loads only. Other loads, such as concentrated or properly connected together. See page 5 for unbalanced snow loads, have not been considered connection guidelines. and must be analyzed separately. 7. These tables assume unbalanced glued laminated 3. These tables are only applicable to members used timber combinations used in simple-span under dry-service conditions where the moisture applications. Balanced beam combinations with content in use is a maximum of 19% for lumber and equal or greater design values may be substituted less than 16% for glued laminated timber. and used in either simple-span or continuous-span 4. The compression edge of the header or beam must applications. be laterally supported at intervals of 24" or less. In 8. These tables are only applicable to members addition, lateral support must be provided at bearing used under ordinary ranges of temperature and points. occasionally heated in use up to 150° F. Southern Forest Products Association does not develop design values for either lumber or glued laminated timber.Accordingly,SFPA does not warrant the design values on which these tables are based,and assumes no liability for damage caused or contributed to by the use of such design values.In addition, SFPA and its members have no knowledge of the loads,spans,materials used,quality of workmanship,professional competence of the users,and other factors involved in specifying headers or beams for any given project;and accordingly,cannot,and do not,represent or warrant the performance in use of headers or beams incorporated into any particular construction project,and disclaim liability for injury or damage caused by the failure of a header or beam in use. Southern Forest Products Association SOUTHERN PfNE HEADERS&BEAMS 23 SouthernPine.com Copyright 0 2013.Southern Forest Products Association.All rights reserved. 2013 Edition Allowable Load Tables Allowable Roof Loads (plQ-1.15 Load Duration Factor Example:Allowable Roof Loads Key-for each clear opening there are three rows of values: TL:Maximum total load in pounds per lineal foot(plf)with deflection limited to.1/180 LL:Maximum live load in pounds per lineal foot(plf)with deflection limited to 1/240 Ground Snow Load=30 psf BL: Required bearing length in inches Design Roof Snow Load=21 psf Roof Dead Load=10 psf Steps in Sizing Headers and Beams: Load Duration Factor=1.15 Roof Truss Span=26'+2'overhang I. Determine the required total load(live load+dead load)in plf. Clear Opening=10' 2. Determine the required live load in plf. 3. Select a clear opening and find columns where the plf value in the Total Load (2672+2')x(21 +10)psf 465 plf TL row equals or exceeds the required total load,and the plf value Live Load=(2672+2')x 21 psf=315 plf in the LL row equals or exceeds the required live load. Select the 10'clear opening in Tables 27-32.Read across the TL row in each table 4. Check required bearing lengths in the BL row. to fmd columns with total loads equal to or greater than the required 465 plf.Then 5. Find product size options at the to of the columns meeting the check the LL row in those columns to make sure the corresponding live loads are p p p g equal to or greater than the required 315 plf.Solutions include:from Table 27 for total load,live load and bearing length requirements. No.I SP lumber,select(2)2x 12s,(3)2x 10s or(4)2x8s;from Table 28 for No.2 SP lumber,select(3)2x12s or(4)2XIOs;from Table 29 for No.3 SP lumber,select(4) 2xl2s;from Table 30 for 2417-1.7E(V4)SP glulam,select a 3-1/2x9-1/4"beam; from Table 32 for 24F-1.8E(V3)SP glulam,select a 3-1/8x8-1/4"beam.All of the lumber solutions and the 24F-1.8E glularrt solution require a 1.5"bearing length, while the 24F-1.7E glulam solution requires a 3.0"bearing length. TableNo. I SouthernLumber Clear 1-ply 2-ply 3-ply 4-ply Opening 2 x 6 1 2x8 j2x10j2x12 2x6 I 2x8 2x10 2x12 2x6 I 2x8 12x1012xl2 2x6 I 2x8 2x10 2x12 TL 464 725 962 1296 928 1450 1925 2591 1590 2472 3266 4366 2120 3296 4355 5821 4' LL 464 725 962 1296 928 1450 1925 2591 1590 2472 3266 4366 2120 3296 4355 5821 BL 1.5 3.0 3.0 4.5 1.5 3.0 3.0 4.5 1.5 3.0 3.0 4.5 1.5 3.0 3.0 4.5 TL 211 335 453 626 422 671 906 1252 726 1152 1552 2139 968 1536 2070 2852 6' LL 211 335 453 626 422 671 906 1252 726 1152 1552 2139 968 1536 2070 2852 BL 1.5 1.5 3.0 3.0 1.5 1.5 3.0 3.0 1.5 1.5 3.0 3.0 1.5 1.5 3.0 3.0 TL 119 190 259 361 238 381 517 722 410 656 890 1240 547 875 1187 1654 8' LL 119 190 259 361 238 381 517 722 410 656 890 1240 547 875 1187 1654 BL 1.5 1.5 1.5 3.0 1.5 1.5 1.5 3.0 1.5 1.5 1.5 3.0 1.5 1.5 1.5 3.0 TL 76 122 166 233 151 244 332 466 262 421 573 802 349 561 764 1069 10' LL 73 122 166 233 146 244 332 466 219 421 573 802 292 561 764 1069 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 3.0 1.5 1.5 1.5 3.0 TL 52 84 115 162 104 168 230 323 164 291 397 558 218 388 529 744 12' LL 42 84 115 162 85 168 230 323 127 290 397 558 170 386 529 744 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 TL 34 61 84 118 68 123 168 236 101 212 290 409 135 283 387 545 14' LL 27 61 84 118 54 122 168 236 80 183 290 409 107 244 387 545 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 TL 22 46 64 90 44 93 127 180 66 156 220 311 88 208 294 415 16' LL 18 41 64 90 36 82 127 180 54 123 220 311 72 164 294 415 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 TL 15 36 50 70 30 72 99 141 45 108 172 244 60 144 230 325 18' LL 13 29 50 70 25 58 99 141 38 87 172 244 51 116 230 325 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 (See Requirements for Use on page 23,and Key,Example and Notes on this page) Notes for Tables 27-32:Allowable Roof Loads(plf)-1.15 Load Duration Factor • Tabulated total loads(TL)and live loads(I.I.)represent the allowable uniformly distributed loads that a beam can support in addition to its own weight. Deflection is limited to.1/180 for total load and.1/240 for live load.To determine an allowable live load for a deflection limit other than 1/240,multiply the LL value by the ratio of 240 divided by the desired deflection constant.The result must not exceed the corresponding TL value far the same clear opening and product. • Tabulated bearing lengths(BL)reflect the number of 2x trimmers required at each end of the header or beam based on the corresponding plf loads(e.g., 1.5" =one trimmer,3.0"=two trimmers,etc.).Additional checks may be required for bearing length and trimmers. • See Assumptions for Table Development beginning on page 2 for details on design assumptions made to generate these tables. • Interpolation between clear openings is permitted. • The design span is assumed to be the clear opening plus 1/2 the required bearing length at each end. NEWN Southern Forest Products Association SOUTHERN PINE HEADERS&BEAMS I DESIGN SouthernPine.com Copyright 0 2013.Southern Forest Products Association.All rights reserved. 2013 Edition I 29 VALUES Allowable Load Tables Allowable Roof Loads(plf -1.15 Load Duration Factor Table 28- No. 2 Southern Pine Lumber Clear 1-ply 2-ply 3-ply 4-ply Opening 2x6 I 2x8 12x1012xl2 2x6 I 2x8 12x1012xl2 2x6 I 2x8 J2xI0T2xI2 2x6 I 2x8 12x1012xl2 TL 348 547 752 1010 695 1094 1504 2020 1194 1872 2563 3425 1591 2495 3418 4566 4' LL 348 547 752 1010 695 1094 1504 2020 1194 1872 2563 3425 1591 2495 3418 4566 BL 1.5 1.5 3.0 3.0 1.5 1.5 3.0 3.0 1.5 3.0 3.0 3.0 1.5 3.0 3.0 3.0 TL 157 250 348 477 313 499 696 953 540 859 1196 1633 720 1146 1595 2178 6' LL 157 250 348 477 313 499 696 953 540 859 1196 1633 720 1146 1595 2178 BL 1.5 1.5 1.5 3.0 1.5 1.5 1.5 3.0 1.5 1.5 1.5 3.0 1.5 1.5 1.5 3.0 TL 88 141 198 272 176 282 395 545 303 486 681 937 405 648 908 1250 8' LL 88 141 198 272 176 282 395 545 303 486 681 937 405 648 908 1250 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 3.0 1.5 1.5 1.5 3.0 TL 56 90 126 175 111 179 252 349 193 310 436 603 257 414 581 804 10' LL 56 90 126 175 111 179 252 349 192 310 436 603 256 414 581 804 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 TL 38 62 87 121 76 123 174 242 132 214 301 418 177 285 402 557 12' LL 37 62 87 121 74 123 174 242 112 214 301 418 149 285 402 557 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 TL 28 45 63 88 55 89 126 176 88 155 219 305 117 207 292 406 14' LL 23 45 63 88 47 89 126 176 70 155 219 305 94 207 292 406 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 TL 19 34 48 67 38 67 95 133 57 117 166 231 76 156 221 308 16' LL 16 34 48 67 31 67 95 133 47 108 166 231 63 144 221 308 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 TL 13 26 37 52 26 52 74 104 38 91 129 180 51 122 172 241 18' LL 11 25 37 52 22 51 74 104 33 76 129 180 44 101 172 241 BL 1 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1 1.5 1.5 1.5 1.5 1 1.5 1.5 1.5 1.5 TableNo. 3 SouthernLumber Clear 1-ply 2-ply 3-ply 4-ply Opening 2 x 6 1 2 x 8 12xI012x12 2x6 I 2x8 2x10 2x12 2x6 1 2 x 8 j2xI0 2x12 2x6 1 2 x 8 2x10 2x12 TL 202 317 461 633 404 635 921 1267 696 1090 1579 2164 928 1454 2105 2885 4' LL 202 317 461 633 404 635 921 1267 696 1090 1579 2164 928 1454 2105 2885 BL 1.5 1.5 1.5 3.0 1.5 1.5 1.5 3.0 1.5 1.5 1.5 3.0 1.5 1.5 1.5 3.0 TL 90 142 208 290 180 284 417 580 310 491 718 999 414 654 958 1331 6' LL 90 142 208 290 180 284 417 580 310 491 718 999 414 654 958 1331 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 TL 50 79 117 164 100 159 234 327 173 275 404 565 230 366 539 753 8' LL 50 79 117 164 100 159 234 327 173 275 404 565 230 366 539 753 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 TL 31 50 74 104 63 100 148 208 109 174 256 360 145 231 342 480 10' LL 31 50 74 104 63 100 148 208 109 174 256 360 145 231 342 480 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 TL 21 34 51 71 42 68 101 142 74 118 176 247 98 158 234 330 12' LL 21 34 51 71 42 68 101 142 74 118 176 247 98 158 234 330 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 TL 15 24 36 51 30 49 73 103 53 85 127 179 70 113 169 238 14' LL 15 24 36 51 30 49 73 103 53 85 127 179 70 113 169 238 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 TL 11 18 27 38 22 36 54 77 39 63 95 134 52 84 126 179 16' LL 11 18 27 38 22 36 54 77 39 63 95 134 52 84 126 179 BL 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 TL 8 14 21 30 17 27 41 59 30 48 73 104 39 65 97 138 18' LL 8 14 21 30 17 27 41 59 30 48 73 104 39 65 97 138 BL 1 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1 1.5 1.5 1.5 1.5 1 1.5 1.5 1.5 1.5 NEWiIs'7 (See Requirements for Use on page 23,and Key,Example and Notes on page 29) DESIGN SourHERN PINE HEADERS&BEAMS Southern Forest Products Association VALUES 30 2013 Edition Copyright 0 2013.Southern Forest Products Association.All rights reserved. SouthemPine.com Allowable Load Tables Allowable Roof Loads (plf -1.15 Load Duration Factor Table1 -24F-1.7E (V4) Southern Pine Glued Laminated Timber 3-1/2"Width 5-1/2"Width Clear Depth(in.) Depth(in.) Opening 9-1/4 1 9-112 1 11-1/4 11-7/8 1 14 1 16 1 18 19-114 11-114 11-718 1 14 1 16 1 18 19-1/4 20-5/8 22 23-3/8 TL 1940 2012 2551 2763 --- --- --- --- 3204 3470 4489 5645 --- --- --- --- --- 6' LL 1940 2012 2551 2763 --- --- --- --- 3204 3470 4489 5645 --- --- --- BL 3.0 3.0 4.5 4.5 --- --- --- --- 3.0 3.0 4.5 4.5 --- --- --- TL 1337 1382 1715 1842 2308 2803 --- --- 2153 2312 2898 3520 4225 4717 5309 5964 --- 8' LL 1337 1382 1715 1842 2308 2803 --- --- 2153 2312 2898 3520 4225 4717 5309 5964 --- BL 3.0 3.0 3.0 3.0 4.5 6.0 --- --- 3.0 3.0 3.0 4.5 4.5 6.0 6.0 7.5 --- TL 883 930 1290 1380 1703 2035 2399 2645 1619 1732 2137 2554 3011 3320 3682 4071 4489 10' LL 834 901 1290 1380 1703 2035 2399 2645 1619 1732 2137 2554 3011 3320 3682 4071 4489 BL 3.0 3.0 3.0 3.0 4.5 4.5 6.0 6.0 3.0 3.0 3.0 4.5 4.5 4.5 6.0 6.0 6.0 TL 617 650 905 1005 1348 1596 1862 2039 1296 1383 1691 2002 2336 2558 2815 3086 3373 12' LL 489 529 867 1005 1348 1596 1862 2039 1296 1383 1691 2002 2336 2558 2815 3086 3373 BL 1.5 3.0 3.0 3.0 4.5 4.5 4.5 6.0 3.0 3.0 3.0 4.5 4.5 4.5 4.5 6.0 6.0 TL 407 441 668 743 1024 1312 1521 1658 1049 1150 1397 1645 1907 2079 2277 2483 2699 14' LL 311 337 553 648 1024 1312 1521 1658 869 1019 1397 1645 1907 2079 2277 2483 2699 BL 1.5 1.5 3.0 3.0 3.0 4.5 4.5 6.0 3.0 3.0 3.0 3.0 4.5 4.5 4.5 4.5 6.0 TL 272 295 488 570 788 1022 1285 1396 767 895 1190 1395 1610 1750 1910 2076 2248 16' LL 210 227 374 438 709 1022 1285 1396 587 688 1117 1395 1610 1750 1910 2076 2248 BL 1.5 1.5 3.0 3.0 3.0 4.5 4.5 4.5 3.0 3.0 3.0 3.0 4.5 4.5 4.5 4.5 6.0 TL 189 205 343 403 623 811 1021 1163 538 633 976 1210 1392 1510 1644 1782 1924 18' LL 148 160 264 310 502 743 1021 1163 415 487 790 1171 1392 1510 1644 1782 1924 BL 1.5 1.5 1.5 1.5 3.0 3.0 4.5 4.5 1.5 1.5 3.0 3.0 4.5 4.5 4.5 4.5 4.5 TL 136 148 248 293 479 658 829 944 390 460 753 1018 1225 1327 1442 1560 1681 20' LL 108 117 194 227 369 546 770 936 304 357 580 858 1214 1327 1442 1560 1681 BL 1.5 1.5 1.5 1.5 3.0 3.0 4.5 4.5 1.5 1.5 3.0 3.0 4.5 4.5 4.5 4.5 4.5 TL 100 109 185 218 359 536 684 778 290 343 565 836 1050 1183 1283 1386 1492 22' LL 81 88 146 171 279 412 583 709 229 269 438 648 917 1117 1283 1386 1492 BL 1.5 1.5 1.5 1.5 3.0 3.0 3.0 4.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 4.5 4.5 TL --- --- 140 166 275 412 572 651 220 261 432 648 878 1000 1143 1247 1340 24' LL --- --- 113 132 216 320 452 550 177 208 339 502 710 865 1059 1247 1340 B1. --- --- 1.5 1.5 1.5 3.0 3.0 4.5 1.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 4.5 TL --- --- 108 129 214 323 460 552 170 202 337 507 723 847 969 1097 1216 26' LL --- --- 89 104 170 253 357 435 139 164 267 397 561 684 838 1012 1211 BL --- --- 1.5 1.5 1.5 3.0 3.0 3.0 1.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 4.5 TL --- --- 85 101 170 256 367 450 --- 159 267 403 577 706 831 942 1059 28' LL --- --- 71 84 137 203 287 350 --- 131 215 319 451 550 674 815 973 BL --- --- 1.5 1.5 1.5 1.5 3.0 3.0 --- 1.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 TL --- --- --- --- 136 206 297 364 --- --- 214 324 466 572 704 816 918 30' LL --- --- 111 165 234 286 --- --- 175 260 368 449 550 665 795 BL --- --- --- --- 1.5 1.5 3.0 3.0 --- --- 1.5 1.5 3.0 3.0 3.0 4.5 4.5 TL --- --- --- --- 110 168 242 298 --- --- 173 264 381 468 578 703 802 32' LL --- --- --- --- 92 137 194 236 --- --- 144 215 304 371 455 550 657 BL --- --- --- --- 1.5 1.5 3.0 3.0 --- --- 1.5 1.5 3.0 3.0 3.0 3.0 4.5 TL --- --- --- --- 90 138 200 246 --- --- 141 217 314 387 479 583 701 34' LL --- --- --- --- 77 114 162 197 --- --- 120 179 254 310 380 460 550 BL --- --- --- --- 1.5 1.5 1.5 3.0 --- --- 1.5 1.5 1.5 3.0 3.0 3.0 3.0 TL --- --- --- 114 166 205 --- --- --- 179 261 322 400 488 587 36' LL --- --- --- --- --- 96 137 167 --- --- --- 151 215 262 321 389 465 BL --- --- --- --- --- 1.5 1.5 1.5 --- --- --- 1.5 1.5 1.5 3.0 3.0 3.0 TL --- --- --- --- 95 139 172 --- --- --- 149 219 271 336 411 496 38' LL --- --- --- --- 82 116 142 --- --- --- 129 183 223 274 331 396 BL --- --- --- --- --- 1.5 1.5 1.5 1 --- --- --- 1.5 1.5 1.5 3.0 3.0 3.0 (See Requirements for Use on page 23,Key and Example on page 29,and Notes on page 29 and this page) Notes for Table 30:Allowable Roof Loads(plf)-1.15 Load Duration Factor • For practicality,allowable roof loads are omitted from the table when they exceed 3,000 and 6,000 pounds per lineal foot(plf)for the 3-1/2"and 5-1/2"-wide beams,respectively,and when a glued laminated timber's span-to-depth ratio exceeds 30. • To determine allowable roof loads for 3-and 3-1/8"-wide glued laminated timber beams,multiply tabulated total loads(TL)and live loads(LL)for 3-1/2"-wide beams by 0.857 and 0.893,respectively.Then check the required bearing length(BL). • To determine allowable roof loads for 5-and 5-1/8"-wide glued laminated timber beams,multiply the TL and LL values for 5-1/2"wide beams by 0.909 or 0.932,respectively.'Then check the required bearing length(BL). NEWic7 Southern Forest Products Association SOUTHERN PINE HEADERS&BEAMS �1`f1 DESIGN SouthemPine.com Copyright m 2013.Southam Forest Products Association.All rights reserved. 2013 Edition J 1 VALUES Allowable Load Tables Allowable Roof Loads (plf -1.15 Load Duration Factor Table 31 -24F-1.7E (W) Southern Pine Glued Laminated Timber 3-1/8"Width 5-1/8"Width Clear Depth(in.) Depth(in.) Opening 8-1/4 1 9-5/8 1 11 1 12-3/8113-3/4115-1/8116-1/2117-7/8 11 12-3/8113-3/4115-118116-1/2117-7/8119-114120- /8 22 233/8 11 1489 1828 2205 2626 --- --- --- --- 2890 3442 4062 4763 5564 --- --- --- --- --- 6- LL 1489 1828 2205 2626 --- --- --- --- 2890 3442 4062 4763 5564 --- --- --- --- --- BL 3.0 3.0 3.0 4.5 --- --- --- --- 3.0 3.0 4.5 4.5 6.0 --- --- --- --- --- TL 976 1254 1487 1738 2009 2303 2622 2971 1948 2277 2632 3017 3436 3894 4395 4947 5557 --- 8' LL 976 1254 1487 1738 2009 2303 2622 2971 1948 2277 2632 3017 3436 3894 4395 4947 5557 --- BL 3.0 3.0 3.0 4.5 4.5 4.5 6.0 6.0 3.0 3.0 3.0 4.5 4.5 4.5 6.0 6.0 7.5 --- TL 631 852 1104 1298 1485 1684 1895 2121 1468 1699 1945 2205 2483 2778 3093 3431 3793 4183 10' LL 533 836 1104 1298 1485 1684 1895 2121 1468 1699 1945 2205 2483 2778 3093 3431 3793 4183 BL 1.5 3.0 3.0 3.0 4.5 4.5 4.5 6.0 3.0 3.0 3.0 4.5 4.5 4.5 4.5 6.0 6.0 6.0 TI, 410 595 773 972 1177 1326 1483 1648 1176 1354 1540 1736 1941 2157 2384 2623 2876 3143 12' LL 312 491 725 972 1177 1326 1483 1648 1176 1354 1540 1736 1941 2157 2384 2623 2876 3143 BL 1.5 3.0 3.0 3.0 4.5 4.5 4.5 4.5 3.0 3.0 3.0 3.0 4.5 4.5 4.5 4.5 6.0 6.0 TL 258 409 570 719 883 1063 1217 1346 935 1125 1274 1430 1592 1761 1938 2122 2314 2515 14' LL 198 312 462 652 883 1063 1217 1346 758 1073 1274 1430 1592 1761 1938 2122 2314 2515 BL 1.5 1.5 3.0 3.0 3.0 4.5 4.5 4.5 3.0 3.0 3.0 3.0 4.5 4.5 4.5 4.5 4.5 6.0 TL 172 274 408 552 679 818 969 1133 669 905 1086 1215 1349 1487 1631 1780 1934 2094 16' LL 134 211 312 441 601 793 969 1133 512 724 987 1215 1349 1487 1631 1780 1934 2094 BL 1.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 1.5 3.0 3.0 3.0 3.0 4.5 4.5 4.5 4.5 6.0 TL 119 191 286 407 537 648 769 899 469 667 881 1055 1169 1286 1407 1532 1660 1793 18- LI, 94 149 221 312 425 563 725 899 362 512 698 924 1169 1286 1407 1532 1660 1793 BL 1.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 1.5 3.0 3.0 3.0 3.0 4.5 4.5 4.5 4.5 4.5 TL 85 137 207 296 406 525 624 730 339 485 665 854 1010 1132 1236 1343 1453 1567 20' LL 69 109 162 229 312 413 533 674 265 376 512 678 875 1109 1236 1343 1453 1567 BL 1.5 1.5 1.5 1.5 3.0 3.0 3.0 4.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 4.5 4.5 4.5 TI, --- 102 154 221 304 405 516 604 252 362 498 664 830 969 1102 1196 1292 1390 22' LL --- 82 122 173 236 312 403 510 200 284 387 512 661 837 1041 1196 1292 1390 BL --- 1.5 1.5 1.5 1.5 3.0 3.0 3.0 1.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 4.5 4.5 TL --- --- 117 168 233 311 404 506 192 276 381 509 662 810 935 1069 1162 1249 24' LL --- --- 94 134 183 242 312 395 154 219 299 397 512 648 806 987 1162 1249 BI, --- --- 1.5 1.5 1.5 3.0 3.0 3.0 1.5 1.5 1.5 3.0 3.0 3.0 3.0 4.5 4.5 4.5 TL --- --- 90 131 181 243 316 402 148 214 297 398 519 660 792 906 1026 1133 26' LL --- --- 74 105 144 191 247 312 122 173 236 313 405 512 637 780 943 1128 BL --- --- 1.5 1.5 1.5 1.5 3.0 3.0 1.5 1.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 4.5 TL --- --- --- 103 143 193 252 321 --- 169 235 316 413 526 658 777 881 990 28' LL --- --- --- 84 116 153 198 251 --- 138 189 251 325 412 512 628 759 907 BL --- --- --- 1.5 1.5 1.5 3.0 3.0 --- 1.5 1.5 1.5 3.0 3.0 3.0 3.0 4.5 4.5 TL --- --- --- 82 115 155 203 259 --- 134 188 254 332 425 533 656 763 858 30' LL --- --- --- 69 94 125 162 205 --- 113 154 205 265 336 418 512 620 741 BL --- --- --- 1.5 1.5 1.5 1.5 3.0 --- 1.5 1.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 TL --- --- --- --- 93 126 165 212 --- --- 152 206 271 347 436 538 655 750 32' LL --- --- 78 103 134 169 --- --- 127 169 219 278 346 424 512 613 BL --- --- 1.5 1.5 1.5 1.5 --- --- 1.5 1.5 1.5 1.5 3.0 3.0 3.0 4.5 TL --- --- 76 103 136 175 --- --- 124 169 223 286 361 446 543 653 34' LL --- --- --- --- 65 86 112 141 --- --- 106 141 183 232 289 354 429 512 BL --- --- --- --- 1.5 1.5 1.5 1.5 --- --- 1.5 1.5 1.5 1.5 3.0 3.0 3.0 3.0 TL --- --- --- --- --- 85 112 145 --- --- --- 139 184 238 300 373 455 547 36' LL --- --- --- --- --- 73 94 119 --- --- --- 119 154 196 244 299 362 433 BL --- --- --- --- --- 1.5 1.5 1.5 --- --- --- 1.5 1.5 1.5 1.5 3.0 3.0 3.0 TL --- --- --- --- --- --- 94 121 --- --- --- --- 154 199 252 313 383 462 38' LL --- --- --- --- --- --- 80 102 --- --- --- --- 131 167 208 255 309 369 -- --- --- 1.5 1.5 --- --- --- --- 1.5 1.5 1.5 3.0 3.0 3.0 (See Requirements for Use on page 23,Key and Example on page 29,and Notes on page 29 and this page) Notes for Table 31:Allowable Roof Loads(plf)-1.15 Load Duration Factor • For practicality,allowable roof loads are omitted from the table when they exceed 3,000 and 6,000 pounds per lineal foot(pll)for the 3-1/8"and 5-1/8"-wide beams,respectively,and when a glued laminated timber's span-to-depth ratio exceeds 30. • To determine allowable roof loads for 3-and 3-1/2"-wide glued laminated timber beams,multiply tabulated total loads(TL)and live loads(LL)for 3-1/8"-wide beams by 0.96 and 1.12,respectively.Then check the required bearing length(BL). • To determine allowable roof loads for 5-and 5-1/2"-wide glued laminated timber beams,multiply the TL and LL values for 5-1/8"wide beams by 0.976 or 1.073,respectively.Then check the required bearing length(BL). NEW=I DESIGN h/ SOUTHERN PINE HEADERS$BEAMS Southern Forest Products Association VALUES 3� 2013 Edition Copyright®2013.Southern Forest Products Association.All rights reserved. I SouthemPine.com Allowable Load Tables Allowable Roof Loads(plo-1.15 Load Duration Factor Table 32-24F-1.8E (V3) Southern Pine Glued Laminated . - 3-1/8"Width 5-1/8"Width Clear Depth(in.) Depth(in.) Opening 8-1/4 9-5/8 11 112-3/8113-3/41 15-1i8 16-112 17-7/8 11 12.318 13-314 15-118 16-112117-7/8119-1/4120-5/81 22 23-3/8 TL 1689 2245 2850 --- 4675 5728 --- --- --- --- --- --- --- --- 6' LL 1689 2245 2850 --- 4675 5728 --- --- --- --- --- --- --- --- BL 3.0 4.5 4.5 --- --- --- --- --- 4.5 6.0 --- --- --- --- --- --- --- --- TL 976 1311 1687 2098 2539 --- --- --- 2767 3441 4165 4929 5723 --- --- --- --- --- 8' LL 976 1311 1687 2098 2539 --- --- --- 2767 3441 4165 4929 5723 --- --- BL 3.0 3.0 4.5 4.5 6.0 --- 4.5 4.5 6.0 6.0 7.5 --- --- --- --- --- TL 631 852 1103 1381 1685 2011 2357 2720 1809 2265 2763 3298 3866 4461 5080 5718 --- --- 10' LL 565 852 1103 1381 1685 2011 2357 2720 1809 2265 2763 3298 3866 4461 5080 5718 --- --- BL 1.5 3.0 3.0 4.5 4.5 6.0 6.0 7.5 3.0 4.5 4.5 6.0 6.0 7.5 7.5 9.0 --- --- TL 434 595 773 972 1191 1428 1683 1953 1268 1595 1953 2342 2759 3202 3669 4156 4651 5156 12' LL 330 520 768 972 1191 1428 1683 1953 1259 1595 1953 2342 2759 3202 3669 4156 4651 5156 BL 1.5 3.0 3.0 3.0 4.5 4.5 6.0 6.0 3.0 3.0 4.5 4.5 6.0 6.0 7.5 7.5 9.0 9.0 TL 273 433 570 719 883 1062 1255 1462 935 1179 1448 1742 2058 2397 2747 3114 3497 3894 14' LL 210 330 489 691 883 1062 1255 1462 802 1133 1448 1742 2058 2397 2747 3114 3497 3894 BL 1.5 1.5 3.0 3.0 3.0 4.5 4.5 6.0 3.0 3.0 3.0 4.5 4.5 6.0 6.0 6.0 7.5 9.0 TL 182 290 432 552 679 818 969 1131 708 905 1114 1342 1586 1844 2117 2406 2709 3026 16' LL 141 223 330 467 636 818 969 1131 542 766 1043 1342 1586 1844 2117 2406 2709 3026 BL 1.5 1.5 3.0 3.0 3.0 3.0 4.5 4.5 3.0 3.0 3.0 3.0 4.5 4.5 6.0 6.0 6.0 7.5 TL 126 202 303 431 537 648 769 899 497 706 881 1059 1251 1457 1676 1908 2153 2409 18' LL 100 157 234 330 450 596 768 899 383 542 739 977 1251 1457 1676 1908 2153 2409 BL 1.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 1.5 3.0 3.0 3.0 4.5 4.5 4.5 6.0 6.0 6.0 TL 90 146 220 313 430 525 624 730 360 514 705 854 1010 1177 1356 1546 1747 1957 20' LL 73 115 171 242 330 437 565 713 281 398 542 717 926 1171 1356 1546 1747 1957 BL 1.5 1.5 1.5 1.5 3.0 3.0 3.0 4.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 4.5 6.0 6.0 T1. --- 108 163 234 322 428 516 604 268 384 528 701 830 969 1118 1275 1442 1618 22' LL --- 87 129 183 250 330 427 540 212 300 409 542 700 886 1101 1275 1442 1618 BL --- 1.5 1.5 1.5 3.0 3.0 3.0 3.0 1.5 1.5 3.0 3.0 3.0 3.0 4.5 4.5 4.5 6.0 TL --- --- 124 179 247 329 427 506 204 293 405 540 693 810 935 1068 1209 1357 24' LL --- --- 100 141 193 256 330 418 163 232 317 420 542 686 853 1045 1209 1357 BL --- ... 1.5 1.5 1.5 3.0 3.0 3.0 1.5 1.5 1.5 3.0 3.0 3.0 3.0 4.5 4.5 4.5 TL --- --- 96 139 192 257 335 426 157 228 315 422 550 686 792 906 1026 1153 26' LL --- --- 78 111 152 202 261 330 129 183 250 331 428 542 674 826 999 1153 BL --- --- 1.5 1.5 1.5 1.5 3.0 3.0 1.5 1.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 4.5 TL --- --- --- 109 152 204 267 340 --- 179 250 335 438 558 679 777 881 990 28' LL --- --- --- 89 122 162 210 266 --- 147 201 266 344 436 542 665 804 960 BL --- --- --- 1.5 1.5 1.5 3.0 3.0 --- 1.5 1.5 1.5 3.0 3.0 3.0 3.0 4.5 4.5 TL --- --- --- 87 122 164 215 275 --- 143 200 270 353 451 565 673 763 858 30' LL --- --- --- 73 100 132 171 217 --- 119 163 217 281 356 442 542 656 784 BL --- --- --- 1.5 1.5 1.5 1.5 3.0 --- 1.5 1.5 1.5 1.5 3.0 3.0 3.0 4.5 4.5 TL --- --- --- --- 99 134 175 225 --- --- 162 219 288 369 463 571 666 750 32' LL --- --- --- --- 82 109 141 179 --- --- 135 179 232 294 366 448 542 649 BL --- --- --- --- 1.5 1.5 1.5 3.0 --- --- 1.5 1.5 1.5 3.0 3.0 3.0 3.0 4.5 TL --- --- --- --- 81 110 144 186 --- --- 132 180 237 304 383 473 576 660 34' LL --- --- --- --- 69 91 118 150 --- --- 112 149 194 246 306 375 453 542 Bl. --- --- --- --- 1.5 1.5 1.5 1.5 --- --- 1.5 1.5 1.5 1.5 3.0 3.0 3.0 3.0 TL --- --- --- --- --- 91 120 154 --- --- --- 148 196 253 319 396 483 581 36' LL --- --- --- --- 77 100 126 --- --- --- 126 163 207 258 317 383 458 BL --- --- 1.5 1.5 1.5 --- --- --- 1.5 1.5 1.5 3.0 3.0 3.0 3.0 TL --- --- --- --- --- --- too 129 --- --- --- --- 164 212 268 333 407 491 38' LL --- --- --- 85 108 --- --- --- --- 139 176 220 270 327 391 BL I --- --- --- --- --- --- 1.5 1.5 --- --- --- --- 1.5 1.5 1.5 3.0 3.0 3.0 (See Requirements for Use on page 23,Key and Example on page 29,and Notes on page 29 and this page) Notes for Table 32:Allowable Roof Loads(pif)-1,15 Load Duration Factor • For practicality,allowable roof loads are omitted from the table when they exceed 3,000 and 6,000 pounds per lineal foot(pll)for the 3-1/8"and 5-1/8"-wide beams,respectively,and when a glued laminated timber's span-to-depth ratio exceeds 30. • To determine allowable roof loads for 3-and 3-1/2"-wide glued laminated timber beams,multiply tabulated total loads(TL)and live loads(LL)for 3-1/8"-wide beams by 0.96 and 1.12,respectively.Then check the required bearing length(BL). • To determine allowable roof loads for 5-and 5-1/2"-wide glued laminated timber beams,multiply the TL and LL values for 5-1/8"wide beams by 0.976 or 1.073,respectively'Ihen check the required bearing length(BL). NEWilx7 Southern Forest Products Association SOUTHERN PINE HEADERS&BEAMS DESIGN SouthemPine.com Copyright 0 2013.Southam Forest Products Association.All rights reserved. 2013 Edition 33 VALUES r Effective Dates of Minnesota Code Adoptions EFF cTIy AT CODE: July 1, 1971 Surcharges July 1, 1972 State Building Code applies statewide; supersedes and takes the place of the building code of any municipality. Specifically the code applied to any municipality which as of May 28, 1971, had a building code and further applies to any municipality choosing to adopt a building code thereafter. The State Building Code adopts the 1970 Uni form Building Code by reference October 1972 Supplement to the 1972 SBC June/July 1973 Amendments to 1972 SBC January 14, 1974 1973 Uniform Building Code adopted by reference October 3, 1975 Minnesota Uniform Fire Code adopted the 1973 Uniform Fire Code November 18, 1975 Adoption of the Handicapped Code, Chapter 55, and new Uniform Building Code Section 1717, Foam Plastics January 14, 1976 1976 State Building Code January 30, 1976 Energy Conservation in Buildings October 29, 1977 Solar Energy Code September 19, 1978 1978 State Building Code adopted the 1976 Uniform Building Code by reference;the Energy Conservation in Buildings code is amended October 27, 1978 1978 National Electric Code September 9, 1980 1980 State Building Code adopted the 1979 Uniform Building Code October 20, 1980 Elevator Rules—Home Energy Disclosure Rules March 9, 1981 Energy Conservation Standards for Existing Residences April 6, 1981 1981 National Electric Code March 1, 1983 Amended 1980 State Building Code adopted the 1982 Uniform Building Code 14 PIP Effective Dates of Minnesota Code Adoptions EFFECTIVEDATE: CODE6 April 11, 1983 Minnesota Uniform Fire Code adopted the 1982 Uniform Fire Code April 25, 1983 Optional Appendix "E". Automatic Fire Suppression Systems January 1, 1984 Energy Conservation in Buildings adopted the 1983 Model Energy Code January 14, 1985 Rules adopted updating the State Building Code and governing Handicapped Accessibility,Electrical,Elevators and Plumbing February 18, 1986 Amended Energy Code Rules and Rental Housing Energy Standards February 17, 1987 1985 State Building Code adopted the 1985 Uniform Building Code January 11, 1988 Adopted the Group E Division 3 Rules April 15, 1988 Adopted Rules relating to Manufactured Home Park Storm Shelter Design October 1, 1989 1989 Minnesota Uniform Fire Code adopted the 1988 Uniform Fire Code July 2, 1990 1990 National Electrical Code July 16, 1990 1990 State Building Code adopted 1988 Uniform Building Code, 1988 Uniform Mechanical Code, 1987 ANSI Code for Elevators, Minnesota Plumbing Code May 13, 1991 1991 Minnesota Energy Code adopted the 1989 Model Energy Code September 7, 1992 1992 Minnesota Energy Code. (1989 Model Energy Code) August 9, 1993 1993 National Electrical Code August 23, 1993 1993 Minnesota Uniform Fire Code adopted the 1991 Uniform Fire Code June 16, 1994 1994 Minnesota Energy Code July 12, 1994 Amended Building Official Certification Rules. (Access Specialist, Building Official-Limited) September 19, 1994 1994 Minnesota Plumbing Code December 19, 1994 1994 Minnesota Mechanical Code adopts 1991 Uniform Mechanical Code 15 r i Effective Dates of Minnesota Code Adoptions EFFEcTIVEDATE: CODE: March 20, 1995 1995 Minnesota State Building Code adopts the 1994 Uniform Building Code January 23, 1996 New Accessibility rules-chapter 1340 April 29, 1996 Adopted Rules updating chapters 1300, 1310, 1315, 1325, 1360 and 1361 July 1, 1996 1996 National Electrical Code adopted June 29, 1998 Minnesota Fire Code adopted the 1997 Uniform Fire Code October 5, 1998 1997 Uniform Building Code adopted with state amendments October 5, 1998 1998 Plumbing Code amendments adopted May 3, 1999 1996ASMEA17.1, A17.3, A17.5, B.20.1 and 1997A90.1 Elevators and Related Devices adopted with amendments May 3, 1999 Minnesota Accessibility Code adopted —based on the Americans with Disabilities Act Accessibility Guidelines—replaced chapter 1340 with chapter 1341 July 6, 1999 1999 National Electrical Code adopted July 20, 1999 Minnesota Energy Code adopted—chapters 7676 and 7678 April 15, 2000 Minnesota Energy Code adopted—chapters 7672 (with option of chapter 7670) and 7674 June 26, 2000 Rules relating to Manufactured Homes updated September 16,2002 2002 National Electrical Code adopted March 31, 2003 2000 International Building Code adopted with state amendments March 31, 2003 2000 International Residential Code adopted with state amendments March 31, 2003 Guidelines.for the Rehabilitation of Existing Buildings adopted with state amendments March 31, 2003 Adopted rules updating chapters 1300, 1301, 1303 and 1306 16 i Effective Dates of Minnesota Code Adoptions EFFECTIVEDATE: CODE: September 20, 2004 2000 International Mechanical and Fuel Gas Codes,chapter 1346 January 29,2007 Elevators and Related Devices ASME A17.1-2004 with addenda and supplement,A 17.3-2002, A 17.5-2004,A 18.1-2005,A90.1-2003 and B20.1- 2003,chapter 1307 July 10, 2007 2006 International Fire Code adopted with state amendments,new chapter 7511 July 10, 2007 2006 International Building Code adopted with state amendments,chapter 1305 July 10, 2007 2006 International Residential Code adopted with state amendments, chapter 1309 July 10, 2007 Adopted Rules updating chapters 1300, 1303, 1306 and 1341 August 1, 2008 State Building Code becomes statewide standard September 15, 2008 2008 National Electrical Code adopted June 1, 2009 Minnesota Residential Energy Code adopted—chapter 1322 June 1, 2009 Minnesota Commercial Energy Code adopted—chapter 1323 July 1, 2009 Window Fall Prevention Provisions adopted— 1303.2300-1303.2330 and 1305.1405 October 26,2009 Minnesota Mechanical and Fuel Gas Codes (2006 International Mechanical and Fuel Gas Codes),chapter 1346 October 26,2009 Minnesota Plumbing code, chapter 4715 December 29,2009 Manufactured Homes(1350.6710 effective 4/1/2009) August 8, 2011 2011 National Electrical code adopted July 1, 2014 2014 National Electric Code adopted January 24, 2015 Adopted Rules updating chapters 1300,and 1303 (Except for the Radon Code provisions that were moved from chapter 1322 effective Feb. 14, 2015) January 24, 2015 2010 ASME A17.1/CSA B44—2010, A17.3—2011, A17.5—2011, A18.1 - 2011, A90.1 —2009, B20.1 —2009, and A17.4— 1999 adopted with state amendments—chapter 1307 17 January 24, 2015 2012 International Residential Building Code adopted with state amendments—chapter 1309 January 24, 2015 2012 International Existing Building Code adopted with state amendments- chapter 1311 January 24, 2015 Minnesota Accessibility Code adopted—chapter 1341 -amends 2012 International Building Code, Chapter 11 (is based upon ICC/ANSI A117.1 2009 January 24, 2015 2012 International Mechanical and Fuel Gas Codes adopted with state amendments—chapter 1346 February 14, 2015 Adopted rules updating and moving the Radon Code to chapter 1303 February 14, 2015 2012 International Energy Conservation Code (Residential Provisions) adopted with state amendments—chapter 1322 June 2, 2015 2012 International Building Code adopted with state amendments—chapter 1305 June 2, 2015 2012 International Energy Conservation Code (Commercial Provisions) adopted with state amendments—chapter 1323 January 23, 2016 Adoption of the 2012 edition of the Uniform Plumbing Code with state amendments—chapter 4714 May 2, 2016 2012 International Fire Code adopted with state amendments— chapter 7511 18 a. Setbacks. The minimum setback distance requirements are as follows: Sewage Soil Feature Tank Treatment • . t (feet) Area Water supply well: Deep well 50 50 Shallow well 50 100 Wetland 50 50 Lake: General development 75 75 Recreational development 75 75 Natural environment 150 150 Tributaries, streams 75 75 Driveways, sidewalks,decks and other hardcover 10 10 Property lines, buildings and buried pipes 10 20 Lawn sprinkler systems 10 10 b. Sewage tanks. The minimum sewage tank size requirements are as follows: Number of Tank's Liquid Capacities Bedrooms (gallons) 4 or less 1,000+ 1,000 regardless of garbage disposal use 5 or 6 1,250+1,000 regardless of garbage disposal use 7, 8 or 9 1,500+ 1,500 regardless of garbage disposal use 10 or more Sewage tanks shall be sized as other establishments per Minnesota Rules chapter 7080. w a Beam and footing sizes Based on No.2 or better pressure treated Southern Pine with 40 Ib live load and 15 Ib dead load Po it sDacin 4' 5' 617' 8' 9' 10' 11' 12 13' 14' Southern Pine Beam 2-24 2-2x6 2-2x6 2-2x6 3-24 3-2x6 3-2x8 3-2x8 3-2x10 3-2x10 3-2x12 6 2-2x8 2-2x8 2-2X10 2-2X10 2-2x12 _2-2x12 Eng Beam ' .............. .................................................... Comer Footing 6 5 4 7 6 5 7 6 5 8 7 6 9 7 6 9 7 6 10 8 7 10 8 7 10 ,9 7 11 9 8 11 9 8 Intermediate Footing 9_8 7 10 8 7 10' 9 7 11 9 8 12 10 9 1310 9 14 11 10 14 12 10 15 12 10 151311 16 13 11 Southern Pine Beam 2-24 2-24 2-24 3-2x6 3-2x6 3-2x8 3-2x8 3-2x10 3-2x10 3-2x12 3-2x12 7' -----•--------------•---------------- _._._._ 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 Eng Beam Eng•Beam Comer Footing 7 5 5 7 6 5 8 7 6 9 7 6 9 8 7 10 8 7 10 8 7 11 9 8 11 9 8 1210 9 1210 9 Intermediate Footing 9 8 7 10 8 7 11 9 8 12 10 9 13 11 9 14 1110 15 12 10 15 13 11 16 13 11 17 14 12 17 14 12 Southam Pine Beam 2-24 2-24 2-2x6 3-2x6 3-2x6 3-2x8 3-2x8 3-2x10 3-2x12 3-2x12 3-2x12 8, 2-2x8 2-2x8 2-2x10 3-2x10 2-2x12 Eng Beam Eng Beam Eng Beam -- -- --- .............. .............. .................. ................... Corner Footing 7 6 5 8 6 6 9 7 6 9 8 7 "1`0 .10. 8 7.. 10 8 7 11 9 8 .11 9 8 12 10 9 13 10 9 13 11 9 Intermediate Footing 10 8 7 11 9 8 12 10 9 13 11 9 14 1110 151210 1613 11 16 1312 17 14 12 18 15 13 18 1513 Southern Pine Beam 246 2-2x6 2-24 3-2x6 3-2x8 3-2x8 3-2x10 3-2x10 3-2x12 3-202 Eng Beam 9, 2 .............------------------------------------------------------- Footing 7 6 5 8 7 6 9 7 6 10 8 7 10 9 7 11 9 8 1210 8 12 10 9 13 10. 9 13 11 9 14 1110 Intermediate Footing 10- 9 7 12 10 8 13 10 9 14 11 10 15 1210 1613 11 1714 12 17 1412 18 1513 1915 13 1201614 Southern Pine Beam 2-2x6 2-2x6 3-24 3-2x6 3-2x8 3-2x8 3-2x10 3-2x12 3-2x12 Eng Beam Eng Beam 10'....................... 2-2x8 2-2x8 2-2X10 3-2X10 2-2x12 Eng Beam Eng Beam Comer Footing 8 6 6 9 7 6 10 8 7 10 8 7 11 9 8 12 10 8 12 10 9 13 11 9 14 11 10 141210 15 1210 Intermediate Footing 11 9 8 12 10 9 14 1110 1512 10 16 13 11 171412 171412 18 15 13 1916 14 120 16 14 21 1715 s Southern Pine Beam 2-2x6 2-2x6 3-2x6 2-2x8 3-2x8 3-2x10 3-2x10 3-2x12 3-202Eng Beam En9 Beam ro 11'....................................................... 2-2x8 2-2x10 2-2x10 2-2x12 3-2X12 Eng Beam Eng Beam .................. ................ -------- - ----..................-..--•--.......-- --............... J Comer Footing 8 7 6 9 7 6 10 8 7 11 9 8 12 9 8 1210 9 13 11 9 14 11 10 1412 10 1512 10 15 13 11 Intermediate Footing 12 9 8 13 11 9 1412 10 1512 10 16 13 11 17 14 12 1714 12 1 18 1513 19 16 14 20 16 14 21 1715 12 Southern Pine Beam 2-24 2-24 3-2x6 3-2x8 3-2x8 3-2x10 3-2x12 3-2x12 Eng Beam Eng Beam Eng Beam 121..................................... ................. ...--------------- --•-2-2x8 2-2x10 2-2x10 2-2x12 Eng Beam Eng Beam ......... .................. ........................................................ ...................................... ................. ---............... Comer Footing 9 7 6 10 8 7 10 9` 7 11 9 8 12 10 9 1310 9 14 11 10 14 12 10 1512 10 15 13 11 16 13 11 Intermediate Footing 1210 9 14 1110 15 12 10 1613 11 17 1412 1 18 15 13 1916 14 20 1614 21 1715 22 18 15 23 1816 Soutlmem Pine Beers 2-26 2-2x6 3-24 3-2x8 3-200 3-2x10 3-2x12 3-2x12 Eng Beam Eng Beam Eng Beam 13'..................... 2-2x8.... ...2---x10 2-2x12-•--•-_2-2x12.... Eng Beam...E"g.e ---------------------- •----------------- -------------•---- Comer Footing 9 7 6 10 8 7 11 9 8 12 10 8 13.10 9 13 11 9 14 12 10 15 12 10 15 13 11 16 13 11 17 14 12 Intermediate Footing 1310 9 14 1210 15 13 11 171412 18 1513 19 15 13 2016 14 21 1715 22 1815 123 19 16 24 1917 Southern Pine Beam 2-2x6 2-2x6 3-2x6 3-2x8 3-2x10 3-2x10 3-2x12 3-2x12 2-2x8 2-2X10 2-2x12 2-2x12 Eng Beam Eng Beam Eng Beam Eng Beam Eng Beam 14' ..... ........ ..........,.. .--.........................._. .................. .................. Comer Footing 9 8 7 --10-8 7 11 '9 8 12 10 9 13 11 9 14 11 10 151210 15 13 11 1613 11 1714 12 17 1412 Intermediate Footing 13 11 9 15 1210 16 13 11 17-1412 18 1513 20 16 14 21 17 15 22 1815 23 1816 24 19 17 24 2017 Southern Pine Beam 2-2x6 3-2x6 2-2x8 3-2x8 3-2x10 3-2x12 3-2x12 2-2x8 2-2x10 2-2x10 2-2x12 Eng Beam Eng Beam Eng Beam Eng Beam Eng Beam Eng Beam 15' ........ ................... --...........--•-•-- •-•-••----------......................----............--------- ....----•• ---.....-•-------- ---•---•---------- Comer Footing �$ 1b 11 9 8 1210 8 1310 9 14 1110 14 12 10 1512 11 1613 11 17 14 12 17 14 12 18 15 13 Intermediate Footing 1512 11 17 14 12 18 15 13 19 1614 2017 14 21 1715 22 18 16 23 19 17 242017 2521 18 Southern Pure Beam 2-26 3-2x6 3-2x8 3-2x8 3-2x10 3-2x12 3-2x12 Eng Beam Eng Beam Eng Beam Eng Beam 2-2x8 2-2x10 3-2x10 2-2x12 Eng Beam Eng Beam 16' ......... --.......- --......... .... Comer Footing 10 8 7 11 9 8 12 10 9 1311. 9 14 1110 1512 10 16 13 11 16 13`12 17 14 12 18 15 13 18 15 13 Intermediate Footing 114 11 10 16 13 11 1 17 14 12 18115 13 20 1614 21 17 15 22 18 16 23 19 16 24 20 17 2121 18 2621 18 Southern Pine Beam 3-2x6 3-2x8 3-2x8 3-2x10 3-2x12 3-202 2-2x8 2-2x10 3-2X10 2-2x12 Eno"m Eng Beam Eng Beam Eng Beam Eng Beam Eng Beam Comer Footing 11 9 8 "1'2'1'0 9 13 11, 9 14 11 10 15 12 10 -.1-6--13 11 -1-6-1-3-1-2 . 14 12 18 15 13 18 rm171412 15 13 Inteediata Footing 16 13 11 17 14 12 18`15 13 20 1614 21 1715 22 18 16 23 1916 24 20 17 -18 26 21 18 Southern Pine Beam 3-2x8 3-2x8 3-2x10 3-2x12 3-2x12 Eng Beam Eng Beam Eng Beam Eng Beam 2-2x10 3-2x10 2-2x12 Eng Beam Eng Beam 18'--------------•--..................................... -................. .................. ... ....... Corner Footing 12 10 9 13 1 I. 9 14 11 10 15 12 10 16 13 11 16 13 12 17 14 12 18 15 13 18 15 13 Intermediate Footing 17 14 12 18 115 13 20 1614 21 1715 22 18 16 23 1916 24 20 17 25 21 18 26 21 18 Southern Pare Beam 3-2x8 3-2x10 3-2x12 3-2x12 3-2x10 2-2x12 Eng Beam Eng Beam Eng Beam Eng Beam Eng Beam Eng Beam 19'------------------------------------- ...--..-....-.... ------_...............------ -----•---------------------------- ------- "I----------- Comer Footing 1311* 311, 9 14 1110 15 12 10 161311 16 13 12 17 14 12 18 15 13 18 15 13 Intermediate Footing 1811$ 13 20 16 14 21 1715 22 18 16 23 19 16 2420 17 25 21 18 28 21 18 Southern Pine Beam 3-2x10 3-2x12 3-2x12 Eng Beam Eng Beam Eng Beam Eng Beam 2-2x12 Eng Beam Eng Beam 20 --------•-•--•----------------------- _.............. . ------• -- ................................... ............ Comer Footing 14 1110 15 12 10 16 13 11 16 13 12 17 14 12 18 15 13 18 15 13 Interrrnediate Footing 20 1614 21 1715 221811 23 1916 242 17 212111 26 21 18 Notes: 1. Joist length is total length of joist,Including any cantilevers. 4. Footing sizes may need to be adjusted depending on project. 2.When joist extends(cantilevers)beyond support beam by 18 5. Footings must be a minimum of 12"thick. inches or more,add 1 inch to footing dimensions shown. 6 All footing sizes above are base diameters(in CLAY 3 Requirements for future 3-season porches or screen porches: inches)and are listed for THREE SOIL TYPES: SAND a. Increase comer footing size shown by 90%. I GRAVEL b. Increase center footing size shown by 55%. -Coreme-rFootin-Foot---g------- -------- - 10 $ 7 C. Locate all footings at extremities of deck(no cantilevers). Intermediate Footing 14 11 10 d. Beam sizes indicated may need to be altered. DATE TIME CITY OF ORONO CALLED IN Id —/? 9'�- INSPECTION NOTICE SCHEDULED /D a/ 16,3 v PERMIT NO. `�910 COMPLETED ADDRESS ,_5 OWNER A/c'' ec CONTR. TELEPHONE NO. Egt DESCRIPTION 1 FOOTING, 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING CT 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION I 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS v 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT Q 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 2 J 10 PLUMBING FINAL 36 FOUNDATION REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc W Q. CC cc W c Q Z W W d W �Lu' WORK SATISFACTORY:PROCEED El PROJECT COMPLETE CC CORRECT WORK&PROCEED W ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR = ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next in pection 24 hours in advance.473-7357 Owner/Contractorit : Inspector. White CopylInspector's File Canary Copy/Site Notice DATE TIM CITY OF ORONO CALLED IN a INSPECTION NOTI E SCHEDULED PERMIT NO. COMPLETED ADDRESS OWNER CONTR. TELEPHONE NO. DE PTION r W 01 F 11 MECHANICAL RI 18 EXCAV/GRADING/FILUNG h 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD SURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION It 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS v 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT �Q 07 DEMO—FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO COMMENTS: o; W a �C J O cc O W cc Q f2 2 W W cc O W WORK SATISFACTORY.PROCEED 0 PROJECT COMPLETE cc 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY W O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY rj 0BEFORECOVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. El PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance.473-7357 Owner/Contractor on ' Inspector. White Copy/Inspectoes File Canary Copy/She Notice DATE TIME CITY OF ORONO CALLED IN / INSPECTION NOTICE SCHEDULED /t 7 PERMIT NO. Y- 15& COMPLETED ADDRESS 3T G, _ 1 OWNER __Z 2_•i CONTR. TELEPHONE NO. -T 52 - 5 2-C DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILUNG tQFRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS 07 DEMO—SITE 27 SEPTIC MAINT. 2/COMPLAINT J Q 07 DEMO--FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL I J 10 PLUMBING FINAL 36 FOUNDATION REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO Zt o COMMENTS: W cc J O O k W CC Q 2 W Z W cc O W ORK SATISFACTORY:PROCEED PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor on Inspector. White CopylInspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN `% 7 INSPECTION NOTA SCHEDULED 7 _ / 3o PERMIT NO. �`� COMPLETED ADDRESS OWNERS CCir�ate` ' CONTR. TELEPHONE NO. 1751 DESCRIPTION W 01 FOOTING 11 MECHANICAL RI 18EXCAV/GRADING/FIWNG 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS O IATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z CDMA BD, 12 WATER HOOK-UP 17 SITE INSPECTION Q Z 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS ~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT J Q 07 DEMO—FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP i 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc W Q. QC D c O UL (/Ul iri W Q Z W W CC j O W WORK SATISFACTORY:PROCEED PROJECT COMPLETE Cr P. CORRECT WORK 8 PROCEED El ISSUE CERTIFICATE OF OCCUPANCY W XCORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR G CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inpection 24 hours in advance.473-7357 Owner/Contract o ite Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICSCHEDULED PERMIT NO. P COMPLETED ADDRESS OWNER > �h2�� CONTR. TELEPHONE NO. DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG �Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Q (ijiWIALL BD, 12 WATER HOOK-UP 17 SITE INSPECTION = 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS ~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT v Q 07 DEMO—FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc LU Q_ o ; t ovL t►il e r�� cc 0 U_ W cc Q 2 W W QC d W WORK SATISFACTORY:PROCEED PROJECT COMPLETE Ct ❑ CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY W Q ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY OU BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next spection 24 hours in advance.473-7357 Owner/Contrac tit Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE C TIME CITY OF ORONO CALLED IN 7 I v, c=il?� ac fid INSPECTION NO CE SCHEDULED 7 - 36 a-,-L. PERMIT NO. `7 COMPLETED 4, ADDRESS S W OWNER C�9 CONTR. /���� TELEPHONE NO. .Sa-�7 DESCRIPTION tj� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILUNG 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 2 0 14 SEWER HOOK-UP D6 PROGRESS ~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT J W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 2 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO CMMENT � I a�6 r cc 0 i s cc 0 ej ed* W r �e� z W z W W L WORK SATISFACTORY:PROCEED W -: PROJECT COMPLETE Cc C CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY W C) X15O'RRECT WORK,@AbITF0RTTTffSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR - CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractpfs Inspector. White Copy/Inspector's File Canary Copy/Site Notice 0 R 0 N19 y 588484 � 91py (�'l/ CERTIFICATE OF SURVEY FOR HARRIS , HOMES . , ` OF LOT 2, BLOCK 1 , WALNUT CREEK HENNEPIN COUNTY-, MINN'E`SOTA, � .r 9'0. I it 9, S 83039, E ' 165.84 -_, �- � /.foiolFl 2O i — _ �_ CwaVex r \Ce 8o to 1 8 Z 101 �0 - / S 690 00..: ,�,�..._ erS•. .10 r to 110 A /. EAST 63.00-:1 -� 10 0 772i 000 NATicPT'C `_ PRIMIIR� Er�r�G 7,71,7 .. ._ r . _ _ _ /i O 04i 4c 36.13 / i v PROPOS Z -H(5-USE O 987.1 uc 422 5': 6 \ Sol no9e 1 !ri98 4 Ln I 110 ------------------- _- N 89027' W 330.66 - , PRo/olFo ECFv,�T�o.v1 (/►, ORR y).to/ 3 � �J rlf9,79.o��vr = �9•o ix SITE PLAN GRADING PLAN ` Cf r . C�APPR�3t/ED �Nc-u� �.s r . . .r r .r • v, p1APF.ROVI D WITH,.KVISIONS LEGAL DESCRIPTION OF PREMISES ❑ DISAPp �' r Lot 2, Block 1, 'WALNUT CREEK`, _ DATE ` I 1►- b a A o denotes iron marker " (969.9) : denotes existing spot elevation, mean sea level datum 7o.t denotes proposed spot elevation, mean sea level datum � j Bearings shown are based upon an assumed datum. q To��y�o/.(y {ran. Cify d{D�oia Mn/t 0_`.j ` 1' n� 2-Z.3- I This survey intends to show the boundaries of the above described, ,property, r eV and the proposed location of a proposed house thereon. It does not purpo t ' to show any other, improvements or encroachments. .� o L�,v I hereby certify that this survey was prepared by me or under my direct super- DATE 9.9-96 1 vision, and that I am a duly registered Civil Engineer and Land Surveyor under — „� the laws of the State of Minnesota. SCALEJ013 96-362 Mark S. Gronberg Minnesota License Number 12755 NO. -362