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Ordinance 2012-38
ORDINANCE NO. 2012 -38 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, REPEALING ORDINANCE NO. 2008 -12; ADOPTING THE 2012 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE, SAVE AND EXCEPT THE DELETIONS AND AMENDMENTS SET FORTH HEREIN; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the City Council of the City of Wylie, Texas ( "City Council ") has investigated and determined that it would be advantageous and beneficial to the citizens of the City of Wylie, Texas ( "Wylie") to repeal Wylie Ordinance No. 2008 -12; and WHEREAS, the City Council has investigated and determined that it would be advantageous and beneficial to the citizens of Wylie to adopt the 2012 Edition of the International Residential Code, save and except the deletions and amendments set forth below (the "2012 International Residential Code "). NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1: Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2: Ordinance No. 2008 -12 Repealed. Ordinance No. 2008 -12 is repealed in its entirety and replaced by this Ordinance. The effective date of the repeal discussed in this Section shall not occur until the effective date of this Ordinance at which time Ordinance No 2008 -12 shall be repealed. Such repeal shall not abate any pending prosecution and/or lawsuit or prevent any prosecution and/or lawsuit from being commenced for any violation of Ordinance No. 2008 -12 occurring before the effective date of this Ordinance. SECTION 3: Adoption of the 2012 International Residential Code. The International Residential Code, copyrighted by the International Code Council, Inc., save and except the amendments set forth in Exhibit "A ", attached hereto and incorporated herein for all purposes, is hereby adopted as the Residential Code for Wylie, prescribing regulations applicable to all residential structures and existing premises and constitutes minimum requirements and standards for residential construction applications. The 2012 International Residential Code is made a part of this Ordinance as if fully set forth herein. One (1) copy of the 2012 International Residential Code is on file in the office of the City Secretary of Wylie being marked and designated as the 2012 International Residential Code. Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 1 615802.v 1 SECTION 4: Savings/Repealing C lause. All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the repeal prevent a prosecution from being commenced for any violation if occurring prior to the repeal of the ordinance. Any remaining portion of conflicting ordinances shall remain in full force and effect. A reference in any ordinance to an earlier or different version of a residential code is hereby amended to refer to the 2012 International Residential Code as it is adopted herein or may be subsequently amended. SECTION 5: Penalty Provision. Any person, firm, corporation or entity violating this Ordinance shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be subject to a fine not to exceed the sum of FIVE HUNDRED AND NO /100 DOLLARS ($500.00), unless the violation relates to fire safety, zoning or public health and sanitation, including dumping and refuse, in which the fine shall not exceed the sum of TWO THOUSAND AND NO /100 DOLLARS ($2,000.00). Each continuing day's violation under this Ordinance shall constitute a separate offense. The penal provisions imposed under this Ordinance shall not preclude Wylie from filing suit to enjoin the violation. Wylie retains all legal rights and remedies available to it pursuant to local, state and federal law. SECTION 6: Severability. If any section, subsection, sentence, clause or phrase of this Ordinance is for any reason, held to be unconstitutional or invalid by a court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance. Wylie hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses, and phrases be declared unconstitutional. SECTION 7: Effective Date. This Ordinance shall be published as required by the City Charter and by law, and shall become effective on February 1, 2013. DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, on this 25th day of September, 2012. — 4t(q - Eric Hogue, M y ATTESTED AND C CTLY UFf Carole Ehrlich, ity Secretary 0� J Date(s) of Publication: October 3, 2012 in the Wylie New 0 am Ordinance No. 2012 -38 .18870 s Repealing Ordinance No. 2008 -12; 4lv OF -to Adopting the 2012 Edition of the International Residential Code Page 2 615802.v1 "EXHIBIT A" Local amendment to 2012 International Residential Code Chapter 5 Floors: The most current lumber span Tables available from the "AMERICAN WOOD COUNCIL" will be the reference standard for lumber used in span rate applications in all wood construction within THE CITY OF WYLIE, The "AWC" Span Tables will replace span tables published in the "first printing' of the 2012 International Residential Code. This substitution due to deficiencies in actual span limits as revealed during destructive testing by the "Southern Pine Inspection Bureau" on 2x4 Southern Yellow Pine No. 2. No. 3. Construction. Standard and Utility grades. The "American Wood Counci " Span Tables will replace the following 2012 International Residential Code Tables: Table R502.5 (1): page 121 & 122 Chapter 6 Wall Construction American Plvwood Association (APA) System Reports, SR -102A and any subsequent reports on simplified wall bracing systems by APA shall be an additional reference standard for compliance with R602.12 Simplified wall bracing. Chapter 8 Roof - Ceiling Construction: The most current lumber span Tables available from the "AMERICAN WOOD COUNCIL" will be the reference standard for lumber used in span rate applications in all wood construction within THE CITY OF WYLIE. The "AWC' Span Tables will replace span tables published in the "first printing' of the 2012 International Residential Code This substitution due to deficiencies in actual span limits as revealed during destructive testing by the "Southern Pine Inspection Bureau" on 2x4 Southern Yellow Pine No. 2. No. 3. Construction. Standard and Utility grades. The "American Wood Council" Span Tables will replace the following 2012 International Residential Code Tables: Table R802.4(1) pages 379 & 380 Table R802.4(2) pages 381 & 382 Table R802.5.1(1) pages 383 & 384 Table R802.5.1(2) pages 385 & 386 Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 3 615802.v 1 Table 8802.5.1(3) pages 387 & 388 Table 8802.5.1(4) pages 389 & 390 Table 8802.5.1(5) pages 391 & 392 Table 8802.5.1(6) pages 393 & 394 Table 8802.5.1(7) pages 395 & 396 Table R802.5.1 (8) pages 397 & 398 Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 4 615802.v 1 Atom., AMERICAN WOOD 14ZJ couNctt_ March 2012 ADDENDUM to the 2012 and previous versions of the Design Values for Wood Construchorr (a supplement to the National Design Specification• (NDS•) for Wood Construction) Effective June 1, 2012, design values for No. 2 tense and lower grades of visually -graded Southern Pine and No. 2 and lower grades of visually- graded Mixed Southern Pine lumber, 2 "- 4" thick, 2 "- 4" wide, will change. The design values to use with the 2012 NDS, 2005 NDS, and the 2041 NOS are shown below (values that will change on June 1, 2012 are shown as underlined): Table 4B Reference Design Values for Visually Graded Southern Pine Dimension Lumber (2" - f thick)"2'3AG (Tabulated design values are for normal bad duration and dry service conditions, unless specified otherwise. See NDS 4.8 for a comprehensive description of design value s"brient factors.) USE WITH TABLE 4B ADJUSTMENT FACTORS species aarAaar r tirade r�I can ewadkg v m Pala as pip m g►•tn mgr++ ion m grain medum of awclRe eravtq�r R Gradino Agency E I P F F F F a Ne2owe 17s e80 1 1,M0,0 ; No.2 Nat NrnaDanan ygtg 17s 175 sus 480 1.8;14 1`� 814.tI44 414.11QQ 0.56 1 X444 N0.3 and Srird 175 585 apes oorektmon gQg 175 say 1.t50 1.304. 4I9AM Srendard 4"wide yjr 175 585 g'IQ i-^KWD 0.55 _._. ]4Q 12ti 175 us emm 1..00 zeal .mn Na2 ? Pwtds 175- F :5 1 -100 1.4ao.000 No.3 and Shed 175 8 1,200,OOD 110,000 0.51 Lbnee++cliaon )144 ;a4Q 178 585 1.160 1,300.000 170,000 SPIB str+eutl 4" wide 175 so 1184 1,200,000 110,000 0.51 175 885 1,100,000 400.000 1. LUMBER MO&OW& Tatxdated dralign values are appficabie to lumber that wilt be LOW under dry conditons UsCh as in MM covered $kucataes. For 2" to 4" ftuictc $dntber the DRY dressed sizes s as be used (see Tebk 1A) regardless of the mom" contend at the time of inenutariue or use. In calculating design values, the natural pain in etrerngth and WIness that occurs as lumber dries has been falcon Into consideration as wall as the reduction in size tot occurs when unseasoned larnber shrinks. The pain in ioad carrying capadty due to Inrraesed strength and a601111MMs resulting frorn deying intone than olhets the design effect of size reductions due to stgkkags. Z STttI:SSatATED BOARDS. inionnation for varietal graces of Southem Pine stress-ratad boards of naming! 1 ", i X ", and 1 W thIckne a, T and wider Is available from the Smftm Pine btspedion Bweau (SPIB) in the Spmderd Gradhg Rut" kv Socdha n Peas Lurrtksr 3. SPRUCE RW To obtain recommended design values for Spruce Pine graded to SPIB Nee. rrxdliply the appropm* design vakaee for lAloaed Southern Pine by line corresponding cannreraW fador shown below and round to the neatest 100,000 pal for E; to the nearest 10.000 tali for E.w: to the need lower multiple of 5 pal for F„ and F „; t0 the next lower rn ulti* of 50 psi for F., Fr, and F. 01,000 pal or greater. 25 psi otherwise. CONVERSION FACTORS FOR DETERMINING DESIGN VALUES FOR SPRUCE PINE Toulon saw Cowwression Cpnpreegen mod” paraael penMw pegendkatM Paraaal of sending to grain m grain to grain m ON& EtaNfr4ty F f F g atnd Factor ai0fl 0.78 0.78 0.08 0.73 0.78 0.82 Factor 4. SIZE FACTOR Forelegs viler 9m 12'. use d w fast rs for F.. F,, and F. specified for the 12" w khh. Use 100% of the F„ F.L. E. and E.& epedlled for the 12" width. ti. When krdivk%* speck$ 0r species groups are wmWnad, dw design values to be used for the combination shall be the bweat design values for each ax"usl species or Spectea group for each design property. a Specific gravity, G. based on we!* and vdurne mitten oven-ory. 803 Sycolin Road. Suits 201 "Leesburg. VA 20175. 202 463-27661)6 ww.awcorr • info @awc org Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 5 615802.vl MAY 2012 AMENDMENTS - LEGISLATIVE FORMAT TABLE 2805.9.5 HEADER AND GIRDER SPANS'a FOR EXTERIOR BEARING WALLS /Maximum Snans Mr nnunlas Fir-Lmwh H.m -Fir SrrAh.m Pi...nd A. -a -Plr XI.0...a 0-1-4 U.....i . _f is..r WOOD HEADERS SUPPORTING SIZE GROUND SNOW LOAD (psf)' 30 50 BuNdinpwidU°pastl 20 26 36 20 26 » Span NJ- Span NJ Span N Span Span Nr Span NJ Roof &Ceiling 2 -2x4 3-6 1 3 -2 1 2 -10 1 3 -2 t 2 -9 t 2-6 1 2 -2x6 5 -5 1 4 -8 1 4 -2 1 4 -8 1 4 -1 1 3 -8 2 2 -2x8 6 -10 1 5 -II 2 5-4 2 5 -II 2 5 -2 2 4 -7 2 2 -2x10 8 -5 2 7 -3 2 6 -6 2 7 -3 2 6 -3 2 5 -7 2 2 -2x12 9 -9 2 8 -5 2 j 7-6 2 8 -5 1 2 7 -3 2 1 6 -6 2 3 -2x8 8-4 1 7 -5 1 6 -8 1 7 -5 l 6-5 2 5 -9 2 3 -2x10 10 -6 1 9 -1 2 8 -2 2 9 -1 2 7 -10 2 7-0 2 3 -2x12 12 -2 2 10 -7 2 9 -5 2 10 -7 2 9 -2 2 8 -2 2 4 -2x8 9 -2 1 8 -4 1 7 -8 1 8-4 l 7 -5 t 6 -8 1 4 -2xI0 II -8 1 10 -6 1 9 -5 2 10-6 1 9 -1 2 8 -2 2 4 -2x12 14 -1 I 12 -2 2 10 -11 2 12 -2 2 10 -7 2 1 9 -5 2 Roof, Ceiling& i Center - Bearing Flax 2 -2x4 3 -1 1 2 -9 1 2 -5 1 1 2 -9 1 2 -5 I 2 -2 1 2 -2x6 4 -6 l 4-0 1 3 -7 2 4 -I 1 3 -7 2 3 -3 2 2 -2x8 5 -9 2 5 -0 2 4 -6 2 5 -2 2 4 -6 2 4 -1 2 2 -2x10 7 -0 2 6.2 2 5 -6 2 64 2 5 -6 2 5-0 2 2 -2x12 8 -1 2 7.1 2 6 -5 2 74 2 6-5 2 5 -9 3 3 -2x8 7 -2 1 6 -3 2 5 -8 2 6 -5 2 5 -8 2 5 -1 2 3 -2x10 8 -9 2 7 -8 2 6 -11 1 2 7 -11 2 6 -11 2 6 -3 2 3 -2x12 10 -2 2 1 8 -11 2 8 -0 2 9 -2 2 8 -0 2 7.3 2 4 -2x8 8 -I 1 7 -3 1 6 -7 1 7 -5 l 6-6 t 5 -11 2 4 -2x10 10 -1 1 8 -10 2 8 -0 2 9 -1 2 1 8 -0 2 7 -2 2 4 -2x12 11 -9 2 10 -3 2 9 -3 2 10 -7 2 9 -3 2 8 -4 2 Rcwl; Ceiling & I Clear Span Fkror 2 -2x4 2 -8 l 2.4 1 2 -1 I 2 -7 t 2 -3 1 2 -0 1 2 -2x6 3 -11 1 3 -5 2 3 -0 2 3 -10 2 3-4 2 3 -0 2 2 -2x8 5 -0 2 4 -4 2 3 -10 2 4 -10 2 4 -2 2 3 -9 2 2 -2x10 6 -1 2 1 5 -3 ? 1 4.8 1 2 5 -II 2 5 -1 2 4 -7 3 2 -2x12 7 -1 2 6 -1 3 5 -5 1 3 6 -10 2 5 -11 3 5 -4 3 3 -2x8 6 -3 2 5 -5 2 4 -10 2 6 -1 1 2 1 5 -3 2 4 -8 2 3 -2x10 7 -7 2 6 -7 2 5 -II 1 2 7 -5 2 6 -5 2 5 -9 2 3 -2x12 8 -10 2 7 -8 2 6 -10 2 8 -7 2 7 -5 2 6 -8 2 4 -2x8 7 -2 t 6 -3 2 5 -7 2 7 -0 l 6-1 2 5 -5 2 4 -2xI0 8 -9 2 7 -7 2 6 -10 2 8 -7 2 7 -5 2 6 -7 2 4 -2x12 1 10 -2 1 2 8 -I0 2 7 -II 2 9 -11 2 8 -7 (Cmilimsed) 2008, 2006, 2009, and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 6 615802.v 1 WOOD MAY 2012 AMENDMENTS— LEGISLATIVE FORMAT TABLE 2508.9.6-- contlnued HEADER AND GIRDER SPANSa& FOR EXTERIOR BEARING WALLS (Maximum Snans fnr Dnualas Fir- Larch. flans -Fir. Southem Pine and Sonwe -Pirr -Fir' and Reausirad Number of Jack Studs HEADERS SUPPORTING SIZE GROUND SNOW LoAo (Psi)` 50 so Bulkfttp wldlh` INN} 20 26 1 56 20 28 56 Span NJa Span NJa Span NJ` Span NJ, Span NO Span NJ• Bearing Floors Roof Caiiors etdcx- 2 -2.4 2 -7 1 2 -3 1 2 -0 1 2 -6 1 2 -2 1 1 -11 1 2 -2x6 3 -9 2 3 -3 2 2 -II 2 3 -8 2 3 -2 2 2.10 2 2 -2.8 4 -9 2 4 -2 2 3 -9 2 4 -7 2 4 -0 2 3 -8 2 2 -2.10 5 -9 2 5 -1 2 4 -7 3 5.8 2 4 -II 2 4 -5 3 2 -2.12 6 -8 2 5 -10 3 5 -3 3 6-6 2 5 -9 3 5 -2 3 3 -2.8 5 -11 2 5 -2 2 4 -8 2 5 -9 2 5 -1 2 4 -7 2 3 -2x10 7 -3 2 64 1 2 5 -8 2 7 -1 2 6 -2 2 5.7 2 3 -2x12 8 -5 2 7 -4 2 6 -7 2 8 -2 2 7 -2 2 6 -5 3 4 -2.8 6 -10 1 6-0 2 5 -5 2 6 -8 1 5 -10 2 5 -3 2 4 -2410 8 -4 2 74 2 6 -7 2 8 -2 1 2 7 -2 2 6.5 2 4 -2.12 1 9 -8 2 8 -6 2 7 -8 1 2 9 -5 2 8 -3 2 7 -5 2 Roof. Ceilin8 &2C'ItsrSpun fkrors 2 -2 *4 2 -1 1 1 -8 1 1-6 2 2 -0 1 1 -8 1 1 -5 2 2 -246 3 -1 2 2 -8 2 2-4 2 3-0 2 2 -7 2 2 -3 1 2 2 -2.8 3 -10 2 3 -4 2 3-0 3 3 -10 2 3 -4 2 2 -11 3 2 -2x10 4 -9 2 4 -1 3 3 -8 3 4 -8 2 4 -0 3 3 -7 3 2-2,)2 5 -6 3 4 -9 3 4 -3 3 5 -5 3 4 -8 3 4 -2 3 3 -2.8 1 4 -10 2 4 -2 2 1 3 -9 2 4 -9 2 4 -I 2 3 -8 2 3 -2.10 5 -11 2 5 -1 2 4 -7 3 5 -10 2 5-0 2 4 -6 3 3 -2.12 6 -10 2 5A 1 3 54 3 6 -9 2 5 -I0 3 5 -3 3 4 -2.8 5 -7 2 4 -10 2 44 2 5 -6 1 2 4 -9 2 4 -3 2 4 -2.10 6 -10 1 2 5 -11 2 5 -3 2 6 -9 2 5 -10 2 5 -2 2 4 -2.12 7 -11 2 6 -10 2 6 -2 3 1 7 -9 t 2 6-9 2 6 -0 3 For SI I inch 25 4 mm I foot 304 8 mm_ I pound per square foot 47 8 N✓ml a Spans are given to feel and Inches tfi -ml b Tabulated values are for No 2 grade lumber. decal No I or better Oyde lumber "iW.11 It5„Y,+i�..(u;..14.ync�tn Pane �4's c Building mclih is measured perpendicular to the ridge For setdihs hemeen those shown. spans are permitted to be interpolated d N3 - Number oflack suds required to support each end Where the number of required ock studs equals one. the header is permiucd to be supponcd bs an opprmed framing anchor attached In the full- height tall stud and to the header e Use 30 pounds per square foot ground soon load for cases in %Otch ground smv, lead is Icss than 30 pounds per square fool and the roof live load is equal to or less than 20 pounds per square foot 2003,20K 2009, and 2012 INTERNATIONAL BUILDING CODE` Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 7 615802.vl MAY 2012 AMENDMENTS - LEGISLATIVE FORMAT WOOD TABLFA 2306.9.6 HEADER AND GIRDER SPANS' FOR INTERIOR BEARING WALLS fMazimum Stuns for Douolas Fir - Larch. Ham- Fir - Southam Pine and Snnrce -Pkie -Fir and Reouired Nunhar of Jack Studs! HEADERS AND GIRDERS SUPPORTING SIZE BUILDING whl6t' (to") 20 36 Spain NJ' Span NJ' Span NJ' One FloorOT4 2 -2 =4 3 -1 1 2 -8 1 2 -5 1 2 -2 -6 4.6 1 3 -II 1 3-6 1 2 -2x8 5 -9 1 5 -0 2 4 -5 2 2 -2.10 7 -0 2 6 -1 2 5 -5 2 2 -2.12 8.1 2 7 -0 2 6 -3 2 3 -2.8 7 -2 1 6 -3 1 5 -7 2 3 -2 =10 8 -9 1 7 -7 2 6 -9 2 3 -2 -12 10 -2 2 8 -10 2 7 -10 2 4 -2.8 9 -0 1 7 -8 1 6 -9 1 4 -2.10 10 -1 1 8 -9 1 7 -10 1 2 4 -2x12 11 -9 1 10 -2 2 9 -1 2 Tworl(xxs 2 -2v4 2 -2 1 1 1 -10 1 I -7 1 2-2,6 3 -2 2 2 -9 2 2 -5 2 2 -2,8 4 -1 2 3 -6 2 3 -2 2 2 -2.10 4 -11 2 4 -3 2 3 -10 3 2-2-12 5 -9 2 5 -0 3 4 -5 3 3 -2x8 5 -1 2 4 -5 2 3 -11 2 3 -2x10 6 -2 1 2 5-4 2 4 -10 2 3 -2.12 7 -2 2 6 -3 2 5 -7 3 4 -2x8 6 -1 1 5 -3 2 4 -8 2 4 -2H 10 7 -2 2 6 -2 2 5 -6 2 4.2x12 8-4 2 7 -2 2 6 -5 1 2 For 51 1 inch - 25,4 mm, i foot - 304 g mm a Spans are given in feel and inches (ft-in) h Tabulated values are for No 2 grade lumber_ ewent No.I or better trade lumber shall be used for Southern Pine c Building width is measured perpendicular to the edge For vidths between those shown spans are permitted to be interpolated d NJ - Number ofaack studs required to suppon each end Where the number of required Jack studs equals one, the headers are permitted to be supported by an approved framing anchor attached to the full - height wall stud and to the header 2003, 2006, 2006, and 2012 INTERNATIONAL BUILDING CODE` Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 8 615802.vI MAY 2012 AMENDMENTS - LEGISLATIVE FORMAT TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES IUnlnhatNtaMe Attics Without Stllraoe. Live Load =10 pounds Dist. Ue - 2401 WOOD (conrr'nlwd) 2003,2M, 2004, and 2012 INTERNATIONAL BUILDING CODE' Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 9 615802.vl DEAD LOAD - 6 pouruls par square fool 2-4 2.6 2.6 2.16 CEILING JOIST SPACING 4nc+„) SPECIES AND GRADE Nutximum Canino joist Spain (h. - IN (IL - In.) (6L - in.) (IL - in.) Dooglas Fir -Larch ss 13 -2 20-8 26-0 26-0 Douglas Fir -Larch #1 )2 -8 19 -11 26 -0 26-0 as Fir -Larch #2 12 -5 19-6 25 -8 26.0 )wglas Fir -Larch #3 10-10 15 -10 20-1 24 -6 em -Fir ss 12 -5 19-6 25 -8 26-0 Hem -Fir #1 12 -2 19 -1 25 -2 26-0 lem -Fir #2 11 -7 18 -2 24 -0 26 -0 em -Fir #3 10-10 15 -10 20.1 24-6 12 ;outhem SS 12 -11 20-3 26.0 26-0 Sowhern Pine #1 12-8 19 -11 26-0 26-0 Pine #2 411.10 19-6 25 -8 26-0 Southern Pine 43 4"2-1 17-0 21 -8 25.7 Cc -Pine -Fir s5 12 -2 19.1 25 -2 26-0 Spnxe -Pine -Fir #1 11 -10 18-8 24 -7 26-0 (pruoe-Pine -Fir #2 II -10 18 -8 24 -7 26-0 price -Pint Fir #3 10 -10 15 -10 20 -1 24-6 uglasFird.arch SS II -II 18 -9 24-8 26-0 Douglas Fir -Larch #t 11.6 18.1 23 -10 26-0 uglasFir -Larch #2 11 -3 17 -8 23-0 26-0 uglas Fir - Larch 03 9 -5 13 -9 17 -5 1 21.3 cm -Fir SS 11.3 17 -8 234 26-0 11cm -Fir #1 11 -0 17.4 22 -10 26.0 iem -Fir #2 10-6 1(-6 21 -9 26-0 16 iem -Fir #3 9 -5 13 -9 17.5 21.3 hem Pine ss 11 -9 18 -5 24 -3 26 -0 Southern Pinc #t 11.6 18 -1 23 -1 26 -0 m Pine. #2 4-14 10-9 17 -8 234 26-0 m Pine #3 4"U 14.9 18.9 22.2 - PintFir SS 11.0 174 22 -10 26 -0 Spntce- Pine -Fir #1 10-9 16 -I1 22.4 26.0 Pine -Fir #2 10 -9 16.1) 22 -4 26.0 -Pine -Fir #3 'P= 9 -5 13 -9 17 -3 21 -3 (conrr'nlwd) 2003,2M, 2004, and 2012 INTERNATIONAL BUILDING CODE' Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 9 615802.vl WOOD MAY 2012 AMENDMENTS - LEI2ISL.ATIVE FORMAT TABLE 2308.10.2 1 )nued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Wkhroul: Stotsgs, LW& Load ■ 10 pounds pat, LJe - 240) For SI I inch 25 4 mm I foot - 304 B mm. 1 pound per square foot - 47 9 Wm' 2003, 20-06,2009. and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 10 615802.0 DEAD LOAD - 5 Pour4a per square toot 2.4 2-4 2 w 6 2 . 10 CEILING JOIST SPACING (inehea) SPECIES AND GRADE Matdmtrm Cal joist spans (ft. • In.) III. - In.l (h. - In.) tlL • In.l Douglas Fir -Larch SS 11 -3 17.8 23 -3 26.0 Douglas Fir -Larch # 1 10 -10 17-0 22 -5 26-0 Douglas Fir-Larch 112 10.7 16-7 21-0 25 -8 Douglas Fir-Larch 43 8 -7 12-6 I5 -10 19 -5 cm -Fir SS 10.7 16.8 21 -II 26-0 Rem -Fir N1 104 164 21-6 26-0 Hem-Fir #2 9 -11 15 -7 20-6 25 -3 lem -Fir #3 8 -7 12-66 )5 -10 19 -5 19.2 IhemPine SS I1-0 174 22 -10 26-0 southern Pine # 1 10-10 17.0 22 -5 26 -0 them Pine #2 444 JU 16 8 21- I 1 26-0 Southern Pine #3 4-4 1-1 13 -6 17 -2 20 -3 Spruce -Pirle -Fir Ss 104 164 21-6 26-0 Spruce- Pinc-Fir #1 10 -2 15 -II 21 -0 25 -8 Spruce-Pint Fir 02 10.2 15.11 21.0 25.8 pruce -Pine -Fir #3 8 -7 1 12.6 15.10 19 -5 Douglas Fir-Larch SS 10 -5 164 21 -7 26-0 Douglas Fir -Larch # 1 10-0 15.9 20 -1 24-6 Douglas Fir -Larch #2 9 -10 14 -10 18 -9 22.11 Douglas Fir-Larch #3 7 -8 11 -2 14 -2 17.4 Hem-Fir SS 9 -10 15 -6 20 -5 26-0 1lem -Fir #1 9 -8 15 -2 19 -7 23 -11 Hem-Fir 02 9 -2 14 -5 18 -6 22.7 24 Hem -Fir 43 7 -8 11-2 14 -2 174 Southern Pine SS 10-3 16 -1 21 -2 26-0 Southern Pine 01 1" 15 -9 20 -10 26-0 Southern Pine #2 9-48 9. 1 15.6 20.1 23 -11 Southern Pine #3 &a L- 12-0 15.4 18 -1 'prucc-Pinc -Fir SS 9.8 15.2 19.11 25 -5 SprutttiPine -Fir # 1 9 -5 14.9 1&9 22-11 Spruce-Pine-Fir 92 9 -5 14 -9 18 -9 22 -11 Spruce-Pine-Fir 03 7 -8 11 -2 14 -2 174 For SI I inch 25 4 mm I foot - 304 B mm. 1 pound per square foot - 47 9 Wm' 2003, 20-06,2009. and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 10 615802.0 MAY 2012 AMENDMENTS - LEGISLATIVE FORMAT TABLE 2118.10.22(2 CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load ■ 20 pounds per square foot, L16 - 240) WOOD (catrinued) 2003, 2001, 2009, and 2012 INTERNATIONAL BUILDING CODE` Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 11 615802.vl DEAD LOAD - 10 powlds W square foot 2.4 2-6 2 - E 2-10 CEILING JOIST SPACING (inches) SPECIES AND GRADE Maximum CAIN02 joist spans (tL - In.) (K - in.) (fL - In.) (h. - in.) Douglas Fir -Larch ss 10 -5 164 21 -7 26-0 Douglas Fir -Larch #1 10-0 15 -9 20.1 24.6 Douglas Fir- ).arch 42 9 -10 14.10 I8 -9 22-11 uglas Fir -Larch #3 7 -8 11.2 14 -2 17 -4 cm -Fir ss 9 -10 15-6 20-5 26-0 Hem -Fir #1 9 -8 15 -2 19.7 23 -I1 -11cm-Fir #2 9.2 14 -5 19.6 22 -7 em -Fir #3 7 -8 11 -2 14.2 174 12 5outhern Pine ss 10 -3 16-1 21 -2 26-0 IsouLhern Pine #1 10-0 15 -9 20-10 26-0 �outhem Pine 02 r" 9-1 15-6 20 -1 23-11 them Pin #3 846 -10 12-0 154 18 -1 pruce- Pine -Fir SS 9 -8 15 -2 19 -11 25 -5 Spruce -Pint -Fir 41 9 -5 I4 -9 18 -9 22 -11 prate -Pine -Fir #2 9 -5 I4 -9 18.9 22.11 prate -Pine -Fir #3 7 -8 11 -2 14.2 17 -4 Douglas Fir -Larch Ss 9 -6 14 -11 19.7 25 -0 Douglas Fir -Larch #1 9 -1 13 -9 17 -5 21 -3 Douglas Fir-Larch 92 8 -9 12 -10 16 -3 19 -10 Douglas Fir -Larch 43 6 8 9 -8 12 -4 15 -0 Hem-Fir s5 8.11 14 -1 18-6 23 -8 Hem -Fir 01 8.9 13 -5 16-10 20-8 Hem-Fir #2 8 -4 12 -8 16-0 19 -7 16 HeM.Fir #3 6-8 9 -8 124 15-0 Southern Pine ss 94 14 -7 19 -3 24 -7 Southern Pine 91 9 -1 14.4 18-11 23 -1 southern Pine #2 8 }+? jtl 13-6 17 -5 20 -9 Souffiem Pine #3 7-45-11 10.5 13 -3 15-8 Spruce-Pine-Fir ss 8 -9 13 -9 18.1 23 -1 Spruce-Pint-Fir #1 8 -7 12.10 16 3 19.10 pruce -Pine -Fir #2 8 -7 t2 -t0 16-3 19 -10 rue -Pine -Fir #3 6-8 9 -8 12.4 15-0 (catrinued) 2003, 2001, 2009, and 2012 INTERNATIONAL BUILDING CODE` Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 11 615802.vl WOOD MAY 2012 AMENDMENTS - LEGISLATIVE FORMAT TABLE 2308.10.2(2} -- Continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES fUninhabitabis Attics With LimiLd Storans_ Live Load - 20 hounds oar square toot L1A - 2401 For SI I inch - 23 4 mm. I foot 304 8 mm. 1 Pound Per square ftxit - 47 R N 2003,2M, 2009, and 2012 INTERNATIONAL BUILDING CODE`' Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 12 615802.v 1 DEAD LOAD • 10 pounds per square toot 2-4 2 • s 2 • s 2 K 10 CEILING JOIST SPACING finch") SPECIES AND GRADE Maido wm cNlin9joist spans (ft - in.) (h.. in.) I& - in.) (IL - in.) Douglas Fir-Larch SS 8 -11 14 -0 18 -5 23A Douglas Fir -Larch #1 8 -7 12-6 15 -10 19 -5 ogler' Fir -Larch 02 8 -0 11 -9 I4-10 18 -2 uglasFir -Larch #3 6-1 8 -10 11 -3 13 -8 cm -Fir SS 8 -5 13.3 17 -5 22 -3 Hem -Fir # 1 8 -3 12 -3 15-6 18-11 cm -Fir #2 7.10 11 -7 14-8 I7 -10 lem-Fir #3 6 -1 8 -10 11-3 13 -8 19.2 u0xm Pinc SS 8 -9 13 -9 18.1 23 -1 SnuthemPine 01 8 -7 13.6 17.9 21 -1 rothem Pine #2 9,47-2 12 -3 15 -10 18.11 Southern Pine #3 6-3 5-f 9-6 )2.1 14 -4 Spruce-Pine-Fir SS 8 -3 12 -11 17 -1 21 -8 Spruce - Pine -Fir #1 8 -0 11 -9 14 -10 18 -2 prose- Pine -Fir #2 8 -0 H-9 14.10 18 -2 pruce -Pine -Fir 03 6 -1 8 -10 H -3 13.8 Doug-las Fir -Larch SS 8 -3 13-0 17.1 20-11 Douglas Fir -Larch # 1 7 -8 11-2 14 -2 174 Douglas Fir -Larch #2 7 -2 10.6 13 -3 16 -3 Douglas Fir - [.arch #3 5 -5 7.11 10-0 12 -3 Hem -Fir SS 7 -10 12 -3 16-2 20-6 Hem -Fir # 1 7 -6 10-11 13 -10 16-11 Hem-Fir #2 7 -1 104 13 -1 16-0 em -Fir #3 5 -5 7 -11 10 0 12 -3 24 Southern Pine ss 8 -1 12 -9 16.10 21-6 Southern Pine # 1 8 -0 12-6 15.10 18 -10 Southern Pink: 42 ;-86 -5 11-0 14 -2 16 -11 uthcm Pine #3 5.4 4 -IU $ -6 10 -10 12 -10 "nice- Pine -Fir SS 7.8 )2-0 15 -10 19 -5 Spruce -Pine -Fir #1 7 -2 10.6 13 -3 16-3 pmeC -Pine -fir #2 7.2 10.6 13 -3 16 -3 prucc-Pine -Fir #3 5 -5 7 -11 10.0 12 -3 For SI I inch - 23 4 mm. I foot 304 8 mm. 1 Pound Per square ftxit - 47 R N 2003,2M, 2009, and 2012 INTERNATIONAL BUILDING CODE`' Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 12 615802.v 1 MAY 2012 AMENDMENTS - LEGISLATIVE FORMAT TABLE 2300.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES 1Roof Llve Load m 20 nounds not sonars foot. Calllno Not Attached to Ratters. LIA - 1001 WOOD (cominmed) 2003, 2066, 2008, and 2012 INTERNATIONAL BUILDING CODE` Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 13 615802.v1 DEAD LOAD -10 pounds par squsra teal DEAD LOAD - 20 pounds por square Mot RAFTER SPACING When) SPECIES AND GRADE 2.4 2x6 2xi I 2x10 1 2.12 1 2x4 1 2x6 2-6 1 2x10 2x12 Msxinaen ratter spans ft - In.) I& - in.) (R - In.! (K - In.) (M - In.) (K -1m) (fl - in.) (N. - In.) (f[- - In.) I%- in.) Douglas Fir-Larch Ss 11.6 1M 23 -9 26 -0 26-0 11-6 18.0 23 -5 26-0 26-0 )ouglas NI II -1 174 22 -5 26 -0 26.0 10.6 15 -4 19 -5 23 -9 26 -0 )ouglas 02 10 -10 16.7 21-0 25 -8 26.0 9-10 14 -4 18 -2 22 -3 25 -9 )ouglas Fir -Larch 63 8 -7 12-6 15 -10 19 -5 22-6 7 -5 10 -10 13 -9 16-9 19-6 4em -Fir SS 10 -10 17-0 22 -5 26-0 26-0 10 -10 17-0 22 -5 26-0 26.0 fern-Fir 171 10-7 16 -8 2t -10 26-0 26 -0 10.3 14 -11 18 -11 23 -2 26-0 iem -Fir 02 I0-1 15.11 20-8 25 -3 26-0 9 -8 14 -2 17 -11 21.1) 25.5 em -Fir #3 8 -7 12-6 15 -10 19 -5 22-6 7 -5 10 -10 13 -9 16 -9 19 -6 12 Southern Pine ss I1 -3 17 -8 23 -4 26-0 26 -0 I1 -3 17 -8 23 -4 26 -0 26-0 Southcm Pine #1 11 -1 174 22 -11 26-0 26-0 11 -I 17 -3 21 -9 25.10 26.0 Soudwm Pine #2 10 17-0 22 -5 26-0 26-0 4" 8 -9 15-1 19 -5 23 -2 26-0 Pine 03 0-17-9 13-6 17 -2 20 -3 24 -1 W-4 -j 11 -8 14 -10 17 -6 1 20-11 prtwc- Pine -Fir SS 10-7 16-8 21 -11 26.0 26-0 10 -7 16 -8 21 -9 26 -0 26-0 pnce -Pinc -Fir #1 10.4 16.3 21-0 25 -8 26-0 9 -10 144 18 -2 22 -1 25 -9 spruce- Pine -Fir #2 104 16-3 21-0 25 -8 26-0 9 -10 144 18 -2 22 -3 25 -9 pnrcc- Pinc-Fir #3 8 -7 12 -6 15 -10 19.5 22.6 7 -5 10-10 13 -9 16 -9 19-6 Douglas Fir-Larch ss 10-5 164 21 -7 26-0 26-0 10.5 16-0 20-3 24 -9 26-0 } Douglas Fir -Larch #1 10.0 15 -4 19 -5 23 -9 26 -0 9 -1 13 -3 16-10 20 -7 23 -10 3ougias Fir -Larch #2 9 -10 144 18 -2 22.3 25.9 8 6 12 -5 15 -9 19 -3 22-4 )ouglas #3 7 -5 10 -10 13 -9 16-9 19-6 6-5 9.5 it-it 14-6 16.10 lem -Fir SS 9 -10 15 -6 20-5 26-0 264) 9 -10 15 -6 19 -i1 24 -4 26-0 em -Fir #1 9 -8 14 -11 18.11 23 -2 26-0 8 -10 12 -11 16 -5 20 -0 23 -3 iem -Fir #2 9 -2 14 -2 17.11 21 -11 25 -5 8 -5 12.3 15-6 18 -11 22 -0 em -Fir #3 7 -5 10-10 13 -9 16 -9 1" 6 -5 9 -5 I1 -11 14-6 16 -10 16 Soulbern Pine 55 10 -3 16 -1 21 -2 26-0 26-0 10 -3 16 -1 21 -2 26-0 26 -0 Southern Pure #1 10.0 15.9 20.10 25 -10 26-0 10-0 15 -0 18 -10 224 26.0 southern Pine 92 9 -408.9 )5 -1 19 -5 23 -2 26 -0 9427 13-0 16 -10 20 -1 23.7 southern Pine. #3 ?-444 11.8 14 -10 17-6 20-11 "1-9 10-1 12 -10 15 -2 18-1 Spruce-Pine-Fir ss 9 -8 15.2 19 -II 25 -5 26 -0 9.8 14 -10 18 -10 23.0 26.0 price -Pine -Fir #1 9 -5 144 18 -2 22 -3 25 -9 8 -6 12.5 I5 -9 19 -3 22.4 Spruce-Pint-Fir #2 9.5 14.4 18 -2 22 -3 25 -9 8 -6 12 -5 15 -9 19 -3 224 prucn Pine -Fir #3 7 -5 f0 -10 13.9 I6 -9 19 -6 1 6.5 1 9 -5 11 -11 14-6 16 -10 (cominmed) 2003, 2066, 2008, and 2012 INTERNATIONAL BUILDING CODE` Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 13 615802.v1 WOOD MAY 2012 AMENDMENTS - LEGISLAT)YE FORMAT TABLE 2308.10.3(1y-- continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load - 20 pounds per square foot. Cedino Not Attached to Rafbrs. Un s 1601 For SI I inch * 25 4 mm. I foot 304 8 mm. I pound per square foot -- 47 9 Wun: 2003, 2006,2W9, and 2012 INTERNATIONAL BUILDING CODE' Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 14 615802.v1 DEAD LOAD - 10 pounds per square toot DEAD LOAD - 20 pounds per square foot RAFTER SPACING SPECIES AND GRADE 2-4 1 2 -0 1 2xi 2•11111 1 2.12 2 -4 1 2 -9 1 2 -8 1 2 -10 1 2x12 alaalmtnn rafter spans (inches) (IL - in.) (ft. -1m) (R - In.) SR - in.) (ft. - in.) (ft. - in.) Ifs - in.) (ft. - in.) (fL - In.) (R - In.) Douglas Fir -Larch SS 9 -10 15.5 20-4 25 -11 26-0 9 -10 14 -7 18-6 22 -7 26-0 Douglas Fir -Larch #1 9 -5 14-0 17 -9 21 -8 25 -2 8 -4 12 -2 15-4 18 -9 21 -9 Douglas Fir -Larch #2 8.11 13 -1 16 -7 20-3 23-6 7 -9 114 144 17 -7 20-4 Douglas Fir -Larch #3 69 9 -11 12 -7 15 -4 I7 -9 5 -10 8 -7 10.10 13 -3 15 -5 Hem -Fir SS 9-3 14.7 19 -2 24.6 26-0 9 -3 144 18 -2 22 -3 25 -9 Hem -Fir #1 9-1 13-8 17.4 21.1 24.6 8 -1 I1 -10 15-0 184 21 -3 Hem -Fir #2 8 -8 12 -11 16.4 20.0 23 -2 7 -8 11 -2 14.2 17.4 20-1 Hem -Fir #3 6 -9 9.11 12 -7 154 17 -9 5 -10 8 -7 )040 13 -3 15 -5 19.2 Southern Pine SS 9 -8 15 -2 19 -11 25 -5 26-0 9 -8 15 -2 19 -11 25 -5 26 -0 Southern Pine # 1 9 -5 14 -10 19 -7 23 -7 26-0 9 -3 13 -8 17 -2 20 -5 244 Southern Pine 42 949-0 13 -9 17 -9 21 -2 24 -10 946-11 1 1.1 1 15 -4 18 -4 21 -6 Southern Pine #3 7-46-1 10-8 1 13 -7 16-0 19 -1 &4 5_3 9-3 1 11 -9 1 13 -10 16-6 Spntce- Pine-Fir SS 9 -1 14 -3 18.9 23 -11 26-0 9 -1 13 -7 17 -2 21-0 24-4 Spruce -Pine -Fir #1 8 -10 13 -1 16 -7 20-3 23-6 7 -9 11 -4 144 17 -7 20 -4 Spruce -Pita: -Fir 02 8 -10 13 -1 16 -7 20-3 23-6 7 -9 11.4 144 17 -7 20-4 Spruce- Pine -Fir #3 6 -9 9 -11 12 -7 154 1 17 -9 5 -10 8 -7 10-10 13 -3 15 -5 Douglas Fir -Larch SS 9 -1 144 18 -10 23 -4 2" 8 -11 13 -1 16 -7 20.3 23 -5 Douglas Fir -larch # 1 8 -7 12 -6 15.10 19 -5 22-6 7 -5 10-10 13 -9 16 -9 19-6 Douglas Fir -Lamp #2 8 -0 11 -9 14 -10 18 -2 2t -0 6 -II 10 -2 12 -10 15 -8 18 -3 Douglas Fir -Larch #3 6 -1 1 8.10 11 -3 13.8 15 -I1 5 -3 7.8 1 9 -9 11 -10 13 -9 Hem -Fir SS 8 -7 13.6 17.10 22 -9 26-0 8 -7 12 -10 16-3 19 -10 23-0 Hem -Fir #1 84 12 -3 15-6 18 -I11 21 -11 7 -3 10 -7 13 -5 164 19-0 Hem -Fir #2 7 -11 11 -7 14 -8 17 -10 20-9 6 -10 10-0 12.8 15-6 17.11 Hem -Fir #3 6 -1 8 -10 11.3 13 -8 15 -11 5 -3 7 -8 9-9 11 -10 13.9 24 southern Pine SS 8-11 14 -1 1" 23 -8 26-0 8 -11 14 -1 18.6 22 -11 26-0 Southern Pine #1 8 -9 13 -9 17 -9 21 -1 25-2 8 -3 12 -3 154 t8 -3 21 -9 Southern Pine #2 8-7L-2 12 -3 15 -10 18 -I1 22 -2 74§ -? 10.8 13 -9 16 -5 19 -3 SnuthvmPine 03 &443 -j 9 -6 12 -1 144 17 -1 -5-44-8 8 -3 10-6 12 -5 14 -9 Sprucc- Pine -Fir SS 8 -5 13.3 17 -5 21 -8 25 -2 8 -4 12 -2 154 18 -9 21 -9 Spruce -Pine -Fir # 1 8 -0 11.9 14 -10 18 -2 21-0 6.11 10.2 12 -10 15 -8 18 -3 Spruce - Pine -Fir #2 8 -0 11 -9 14 -10 18 -2 21-0 6 -11 10-2 12 -10 15 -8 18 -3 Sprnx- Pine -fir #3 6 -1 8 -10 11 -3 13 -8 15 -II 5 -3 7 -8 9 -9 II -10 13 -9 For SI I inch * 25 4 mm. I foot 304 8 mm. I pound per square foot -- 47 9 Wun: 2003, 2006,2W9, and 2012 INTERNATIONAL BUILDING CODE' Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 14 615802.v1 MAY 20+2 AMENDMENTS - LEGISLATIVE FORMAT TABLE 2509.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES 1Rnnf Live Load a 20 Bounds ner snare foal Caluna Attached to Rafter- L!A a 2401 WOOD teonrirrrred) 2003, 2004, 2009, and 2012 INTERNATIONAL BUILDING CODE` Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 15 615802.vl DEAD LOAD. 10 pounds per square foot DEAD LOAD - 20 pounds per aquae root RAFTFR SPACNG (Inchasl SPECIES AND GRADE 2x4 2x6 2.9 2.10 1 2x +2 2.4 1 2.6 2.a 2.10 2x12 Maximum afar spans (f. - In.) (f. - In.) lk - Iml (f. - In.) (It - In) (h. - In.) (11. - In.1 (R. - in.) (fl - im) (f. - In.) Douglas Fir -Larch SS 10-5 164 21 -7 26-0 26-0 10 -5 164 21 -7 26-0 26-0 Douglas Fir -Larch N 1 10-0 15 -9 20-10 26 -0 26-0 10-0 15.4 19 -5 23 -9 26-0 Douglas Fir -Larch #2 9.10 15-6 20 -i 25 -8 26-0 9 -10 144 18.2 22.3 25.9 Douglas Fir -Larch #3 8 -7 12.6 15 -10 19.5 22.6 7 -5 10.10 13 -9 16 -9 19-6 Hem -Fir SS 9 -10 15-6 20.5 26 -0 26 -0 9 -10 15-6 20.5 26-0 26-0 1(em -Fir #1 9 -8 15 -2 19 -11 25 -5 26-0 9-8 14.11 18-11 23 -2 26 -0 Wm-Fir #2 9 -2 14 -5 19-0 24 -3 26-0 9-2 14 -2 17 -11 21 -11 25 -5 Hem -Fir #3 8 -7 12.6 15 -10 19 -5 22.6 7 -5 10 -10 13 -9 16.9 19 -6 12 Soulem Pine SS 10.3 16-1 21 -2 26-0 26-0 10 -3 16-1 21 -2 26 -0 26-0 SwOwn Pine 111 10-0 15 -9 20.10 26 -0 26-0 10 -0 15 -9 20 -10 25 -10 26-0 Southern Pine #2 9449-5 15-6 20.5 26-0 26-0 9-19 8-9 15 -1 19 -5 23 -2 26-0 Suudwrn Rnc #3 9.42.-1 13-6 17.2 20.3 24 -1 4L-" �- 11 -8 14 -10 17 -6 20-11 Spruce-Pine-Fir SS 9 -8 15 -2 19 -11 25 -5 26-0 9 -8 15 -2 19 -11 25 -5 26-0 Spruce -Pine -Fit 91 9 -5 14 -9 19-6 24 -10 26-0 9 -5 14 -4 18.2 22 -3 25 -9 Spnxx -Pine -Fir #2 9 -5 14 -9 19.6 24.10 26-0 9 -5 144 18 -2 22 -3 25 -9 Spruce- Pine -Fir 03 8 -7 12-6 I3-10 19 -5 1 22 -6 7 -5 10 -10 13 -9 16 -9 19 -6 Douglas Fir -Larch SS 9 -6 14 -11 19 -7 25-0 26-0 9-6 14 -11 19 -7 24 -9 26-0 Douglas Fir -Larch #1 9 -1 14.4 18 -11 23 -9 26 -0 9.1 13.3 16-10 20 -7 23 -10 Douglas Fir -Larch #2 8 -11 14 -1 18 -2 22 -3 25 -9 86 12 -5 15 -9 19 -3 224 Douglas Fir -Larch 13 7 -5 10-10 13 -9 16 -9 19 -6 6 -5 9 -5 1 11 -11 14 -6 16 -10 Hcm•Fir SS 8 -I1 14 -1 18 -6 23 -8 26 -0 8 -11 I4 -1 18.6 23 -8 26.0 Hem -Fir #1 8 -9 13 -9 18 -1 23 -1 26 -0 8 -9 12 -11 16 -5 20-0 23 -3 Hcm -Fir #2 8 -4 13 -1 )7.3 21.11 25 -5 8 -4 12.3 15 -6 18 -11 22-0 Hcm -Fir #3 7 -5 10-10 13.9 16.9 19-6 6-5 9 -5 11 -II 14-6 16 -10 16 SouOrem Pine SS 94 14 -7 19.3 24-7 26 -0 94 14 -7 19.3 24 -7 26-0 Snxntx�n Pine #I 9 -1 144 I8 -11 24 -1 26-0 9 -I 14 -d I8 -10 22 -4 26-0 Southern Pine 02 8-4 -7 14.1 18 -6 23 -2 26 -0 8 3 4 7_7 13 -0 16-10 20-1 23 -7 Southem Pine #3 9-1+0-8 11 -8 14 -10 17 -6 20 -1I " -2 10.1 12.10 15 -2 18.1 Spruce-Pitm-1'ir SS 8 -9 13 -9 18.1 23 -1 26-0 8 -9 13 -9 I8 -1 23-0 26 -0 Spruce -Piro -Fir 41 8 -7 13 -5 17.9 22 -3 25 -9 8 -6 12 -5 15 -9 19 -3 224 Spruce -Pine -Fir #2 8 -7 13 -5 17 -9 22 -3 25 -9 8 -6 12.5 15 -9 19 -3 22 -4 Spruce -Pine -Fir #3 7 -5 10-10 I3 -9 16 -9 19-6 6-5 9 -5 11 -11 14 -6 16.10 teonrirrrred) 2003, 2004, 2009, and 2012 INTERNATIONAL BUILDING CODE` Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 15 615802.vl WOOD MAY 2012 AMENDMENT$ - LEGISLATIVE FORMAT TABLE 2308.110.3(2}- ntinusd RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Uve Load • 20 pourxls per square foot, Ceiling Attached to Rakers, Le ■ 240) For S1. I inch - 25 4 min. I fan 304.8 mm. i pound per v4Lwc foot - 47 9 N2m' 2003,2W6, 2009, and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 16 615802.vl DEAD LOAD x 10 Pounds per square foM DEAD LOAD s 20 pounds per square 1001 RAFTFOR SPACING (Inch-1 (Inch-1 SPECIES AND GRADE 2x4 1 2x6 1 2.8 1 2x10 1 2x12 1 2x4 1 2.6 1 2x8 2x90 2x12 ap8 rrs (R. - In.l (K - In.) (K - In.) It - In.) IK - U.) (R- - in.l (K - In.) 01. - in.) (K - In.) IK - km Douglas Fir -Larch SS 8 -11 14 -0 18.5 23 -7 26.0 8 -11 14-0 18 -5 22 -7 26-0 DDu8lasFir -larch #1 8 -7 13-6 17 -9 21 -8 25 -2 8-4 12.2 15 -4 18 -9 21-9 uglasPir -Larch 42 8 -5 13 -1 16 -7 20 -3 23 -6 7.9 114 14 -4 17 -7 204 uglas Fir-Larch 03 6-9 9 -11 12 -7 15 -4 17 -9 5 -10 8 -7 10-10 13 -3 15 -5 icm -Fir SS 8 -5 13 -3 17 -3 22 -3 26.0 8 -5 13 -3 17 -5 22 -3 25 -9 Ncm -Fir #1 8 -3 12.11 17 -1 21 -1 24-6 8 -1 11 -10 15 -0 18-4 21 -3 iem -Fir 42 740 12 -4 16 -3 20-0 23 -2 7 -8 II -2 14 -2 174 20-1 em -Fir #3 6-9 9 -11 12 -7 154 17 -9 5.10 8 -7 10-10 13 -3 15.5 19.2 iouftm SS 8.9 13.9 19.1 23 -1 26-0 8 -9 13 -9 19.1 23 -1 26-0 Southctn Pine # 1 8 -7 13 -6 17.9 22 -8 26-0 8 -7 13-66 17 -2 20 -5 24-4 3oulhcm #2 838j1 13 -3 17 -5 21 -2 24 -10 8-46 -11 1141 15.4 18 -4 21-6 sowthem #3 7-36-1 10.8 13.7 16 -0 19 -1 635_3 9 -3 11 -9 13 -10 16 -6 prwrPine -Fir SS 8 -3 12 -II 17 -1 21 -9 26-0 8 -3 12.11 17 -1 21 -0 244 Spwc -Pint -Fir #1 8 -1 12 -8 16 -7 20 -3 23-6 7 -9 II -4 14-4 17 -7 204 pnuc -Pine -Fir 42 8 -1 12 -8 16-7 20 -3 23.6 7 -9 114 14.4 17 -7 20 -4 pruce- Pirte-Fir #3 6-9 9 -11 12 -7 154 17 -9 5 -10 8 -7 10 -10 13 -3 15 -5 )ougW Fir -Larch SS 8.3 13 -0 17 -2 21 -10 26-0 8 -3 13 -0 16-7 20 -3 23 -5 Douglas Fir -Larch #1 8-0 12-6 15 -10 19 -5 22-6 7 -5 10-10 13 -9 16 -9 19-6 >ougW #2 7 -10 II -9 14 -10 I8 -2 21-0 6 -11 10 -2 12 -10 15 -8 18 -3 Jouglas 93 6 -1 8 -10 1 11.3 )3 -8 1 I5 -11 5.3 1 7 -8 1 9.9 11.10 1 13.9 cm -Fir SS 7 -10 12 -3 16 -2 20 -8 25 -1 7.10 12 -3 16 -2 19 -10 23-0 hlem -Fir 41 7 -8 12 -0 15-6 18 -11 21 -11 7.3 10 -7 t3 -5 164 19.0 cm -Fir #2 7 -3 II -5 14-8 I7 -10 20-9 6-10 1010 12 -8 15-6 17 -II em -Fir 1113 6 -1 8 -10 11.3 13 -8 1541 5 -3 7 -8 9 -9 11 -10 13 -9 24 soudVirn SS 8 -1 12 -9 16 -10 21 -6 26-0 8 -1 12 -9 16.10 21-6 26-0 SauthcmPinc #I 8.0 12.6 16.6 21 -1 25 -2 8-0 12 -3 15-4 18 -3 21 -9 them Pine #2 4-" 7-j 12 -3 15 -10 18 -11 22 -2 7 363 10.8 13.9 16.5 19.3 ' them Pine #3 6-S = 9 -6 12.1 l4 4 17 -I 3 4 $ 8 -3 10-6 12 -5 14-9 'prucc-Pirtc -Fir SS 7 -8 12 -0 15 -10 20-2 24 -7 7 -8 12 -0 154 18 -9 21 -9 Spruce -Pine -Fir #1 7-6 II -9 14 -10 18 -2 21 -0 6-11 10.2 12 -10 I5 -8 18.3 pence- Pine -Fit #2 7-6 II -9 14 -10 18 -2 21 -0 6-11 10-2 12 -10 15 -8 18.3 -pmcc -Pint -Fir 93 6 -1 8 -10 11 -3 13 -8 15 -11 5 -3 7 -8 9 -9 11 -10 13 -9 For S1. I inch - 25 4 min. I fan 304.8 mm. i pound per v4Lwc foot - 47 9 N2m' 2003,2W6, 2009, and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 16 615802.vl MAY 2012 AMENDMENTS - LEGISLATIVE FORMAT TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LWNBER SPECIES (Ground Snow Load - 30 pounds per square foot. Cailtn6 Not Attached to Rafters, Ue - 180) WOOD (commixed) 2003. 2006.2009, and 2012 INTERNATIONAL BUILDING CODE` Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 17 615802.v I DEAD LOAD -10 pounds per aquae too I DEAD LOAD - 20 pounds per aquae foot RAFTER SPACING (inches) SPECIES AND GRADE 2 -4 2.9 2•s 2.10 1 2.12 1 2 -4 1 2.8 1 2 -9 2 -10 2.12 ataaitrrwn raRar scans (ft - K) (fl- - in,) (q, - In.) (R - in,) (ft. - in,j (ft - in.) (R. - In.) (R. - In.) (a. - in.) lot - In.) Douglas Fir -Larch SS 10.0 15 -9 20 -9 26-0 26-0 10-0 15 -9 20 -1 24 -6 26-0 Douglas Fir -Larch #1 9 -8 14 -9 18 -8 22 -9 26-0 9 -0 13 -2 16-8 20 -4 23 -7 uglasFir -Larch 02 9 -5 13 -9 17 -5 214 24-8 8 -5 124 15 -7 19 -1 22 -1 Douglas Fir -Larch #3 7 -1 10 -5 t3 -2 16 -1 18 -8 6.4 9 -4 11 -9 14.5 16-8 lem -Fir SS 9-6 14 -10 19 -7 25.0 26.0 9 -6 14 -10 19 -7 24.1 26.0 Hem -Fir #1 9 -3 14 -4 18 -2 22.2 25 -9 8 -9 12 -10 16-3 19 -10 23-0 em -Fir #2 8.10 13 -7 17 -2 21.0 24.4 8.4 12 -2 15-4 18-9 21.9 em -Fir #3 7 -1 10 -5 13 -2 16 -1 18 -8 64 9 -4 11.9 14.5 16-8 12 Southern Pine SS 9 -10 15-6 20 -5 26 -0 26.0 9 -10 15-6 20.5 26.0 26.0 Southem Pule # 1 9 -8 15 -2 20 -0 24 -9 26-0 9 -8 14 -I0 18 -8 22.2 26-0 Souftm Pine 02 9 6 8.1 14.5 18 -8 22.3 26.0 "7-6 12 -11 16 -8 19 -11 234 Souihem Pine 93 W-4 (r4 11 -2 1 14 -3 I6 -10 1 20-0 6-9 5-8 10-0 12 -9 15 -1 17.11 pnke•Pine -fir SS 9 -3 I4 -7 19 -2 24.6 264) 9-3 14 -7 18 -8 22 -9 26-0 Spruce -Pine -Fir 41 9.1 13.9 17 -5 21.4 24-8 8 -5 12 -4 15 -7 19.1 22.1 Spruce-Pine -Fir #2 9 -1 13.9 17 -5 214 24 -8 8 -5 124 15.7 19 -1 22.1 Spruce-Pine-Fir #3 7 -1 10.5 13 -2 16 -1 18.8 6-4 94 11.9 14 -5 16-8 uglasFir -Larch SS 9-1 144 18.10 23 -9 26-0 9 -1 13 -9 17 -5 21 -3 24 -8 Douglas Fir -Larch #1 8 -9 12 -9 16-2 19 -9 22 -10 7 -10 11 -5 14 -5 17-8 20 -5 uglasFir -Larch #2 8 -2 11 -11 15 -1 I8 -5 21 -5 7 -3 10 -8 13-6 16-6 19 -2 uglas Fir -Larch #3 6-2 9 -0 11 -5 13-11 1 16 -2 5-6 8 -1 10.3 12-6 14-6 1em -Fir SS 8 -7 13-6 17 -10 22 -9 26.0 8 -7 13 -6 I7.1 20-10 24 -2 Hem -Fir #I 9-5 I2 -5 13 -9 19 -3 22 -3 7 -7 II -I 14-1 17 -2 19 -11 4em -Fir 92 8-0 11-9 14 -11 18.2 21 -1 7 -2 10 -6 13-4 16-3 18.10 lem -Fir 43 6.2 9-0 11 -5 13 -11 16-2 5 -6 8 -1 10.3 12-6 14.6 16 southern Pine SS 8.11 14 -1 18-6 23 -8 26-0 8 -11 14 -1 18.6 23.8 26-0 Soudxm Pine #1 8.9 13.9 18.1 21 -5 25 -7 8.8 12 -10 16.2 19.2 22 -10 Southern Pine #2 K i 7-1 12.6 16 -2 19 -3 22 -7 ;-18 0- t 11-2 14.5 17.3 20-2 Southern Pine #3 641:!:( 9 -8 12-4 14.7 17.4 .5404-11 8.8 11-0 13.0 15.6 Spruce -Pine -Fir SS 8 -5 13 -3 17 -5 22 -1 25 -7 8.5 12 -9 16 -2 19 -9 2240 Spruce-Pine -Fir 111 8 -2 II -I1 I5 -1 18 -5 21 -5 7 -3 108 (36 16 -6 19.2 pruce -Pine -Fir #2 8 -2 11 -II 13 -1 18 -5 21 -5 7 -3 10 -8 l3 6 16 -6 19-2 Spruce- Pine -Fir #3 6-2 9 -0 11 -5 13-11 16-2 1 5.6 3 -I 10 -3 12-6 1 146 (commixed) 2003. 2006.2009, and 2012 INTERNATIONAL BUILDING CODE` Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 17 615802.v I WOOD MAY 2012 AMENDMENTS - LEGISLATIVE FORMAT TABLE 2300.10.3(3)- continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load ■ 30 Dounds oer aware foot Collin Not Attached to Rafters. LIA =1801 For S I inch 25 4 mm. I foot - 304 8 mm. I pound per square foot - 47 9 N :m' 2005. 2006, 2006, and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 18 615802.vt DEAD LOAD - 10 pounds, per square foot DEAD LOAD - 20 pounds W square foot RAFTER SPACING (inceas) SPECIES AND GRADE 2.4 1 2•6 1 2.6 2.10 1 2.12 2.4 1 2x6 1 2.6 1 2.10 2 *12 Maximum rafter opens (ft - In.) (fL - in.) (2 - In.) (fL - in.) (R. - In.) (IL - ire) (n- - In.) (R . in.) (R- • M.) (tL - In.) Douglas Fir-Larch 8 -7 13-6 17 -9 21-8 25 -2 8 -7 12-6 15 -10 19 -5 22-6 Douglas Fir -Larch 7 -11 11 -8 I4 -9 18 -0 20 -11 7 -1 10.5 13 -2 1611 19-8 uglasFir -larch 1#3 7.5 10.11 13 -9 16 -10 19-6 6-8 9 -9 124 15 -1 17.6 glas Fir -Lash 5 -7 8 -3 10 -5 12 -9 14 -9 5 -0 7 -4 9 -4 11 -5 I3 -2 em -Fir 8 -1 12 -9 164 214 24 -8 8 -1 12 -4 15 -7 19 -1 22 -1 HcnrFir #1 7 -9 11 -4 14 -4 17 -7 204 6 -11 10.2 12 -10 15 -8 18 -2 iem -Fir 42 74 10 -9 13 -7 16-7 19 -3 6.7 9.7 12 -2 14 -10 17 -3 cm -Fir #3 5 -7 8-3 10 -5 12 -9 14 -9 5-0 7-0 9-4 11-5 13 -2 19.2 Soudiern Pine SS 8 -5 13 -3 17 -5 22 -3 26-0 8 -5 13 -3 I7 -5 22-0 25 -9 Southern Pine #) 8 -3 13 -0 16 -6 19 -7 23-4 7 -11 11 -9 14 -9 17-6 20 -11 Southern Pine 412 3-I4 ( 8 11 -5 14 -9 17 -7 20 -7 34 10.2 13 -2 15 -9 ) 8 -5 Southern Pine #3 " 5 -0 8 -10 II -3 13 -4 15 -10 -5-44-61 7 -11 10-1 11 -11 14 -2 pnue- Pine -Fir SS 7 -11 12 -5 16 -5 20 -2 23.4 7 -11 11 -8 14 -9 18-0 20 -11 Spruce -Pine -Fir #1 7 -5 10-11 13 -9 16 -10 19.6 6-8 9 -9 124 15.1 17 -6 Spruce-Pine-Fir #2 7 -5 10.11 13 -9 16 -10 19.6 6-8 9 -9 124 15 -1 17-6 Spruce-Pine-Fir #3 5 -7 8 -3 10 -5 12 -9 1 14 -9 5 -0 7-4 9.4 11 -5 13 -2 Douglas ss 7.11 12 -6 15 -10 19 -5 22-68 7 -8 11 -3 14.2 174 20 -1 Douglas Fir -larch #i 7 -1 10 -5 13 -2 16.1 18 -8 6 -4 9 -4 11 -9 14 -5 16 -9 )ouglas Fir - Larch #2 6 -8 9 -9 124 15 -1 17-6 5.11 8 -8 11-0 13 -6 15 -7 LhnrglasFir -Larch #3 5 -0 1 1 -4 1 9 -4 11.5 13 -2 4-6 6.7 84 1 10-2 11 -10 cm -Fir SS 7 -6 11-10 15 -7 19 -1 22 -1 7 -6 I1-0 13 -11 I7 -0 19 -9 Hcm -Fir #1 6-11 10 -2 12 -)0 15 -8 18 -2 6 -2 9 -1 11-6 14-0 16 -3 cnrFir #2 6 -7 9 -7 12 -2 14.10 17 -3 5 -10 8 -7 10 -10 13 -3 15 -5 Hem -Fir #3 5 -0 7 -4 9-4 11 -5 13.2 4.6 6 -7 8 -4 10 -2 11 -10 24 thorn Pine sS 7 -10 12 -3 16 -2 20 -8 25 -I 7 -10 12 -3 16-2 19 -$ 23 -0 Saud nPine #1 7 -8 11 -9 14 -9 17-6 20 -11 7 -1 10.6 13 -2 15 -8 18 -8 soudwIn Pine #2 41-4 §_Q 10 -2 13.2 15 -9 18 -5 4.4 3-4 9 -2 11-9 ) 4 -1 16-6 Southern Pine 03 S-4 446 7 -11 10 -1 11-11 14 -2 4-44.0 7.1 9-0 10 -8 12 -8 ce -Pinc -Fir sS 7 -4 11 -7 149 18-0 20 -I1 7 -1 10-5 13 -2 16.1 18-8 Sprucc -Pine -Fir #1 6 -8 9 -9 12 -4 15 -1 17-6 5 -11 8 -8 11 -0 13-6 15 -7 pruce- Pine -Fir #2 6 -8 9.9 12 -4 15.1 17-6 5 -11 8-8 11 -0 13 -6 15 -7 puce -Pine -Fir #3 5-0 7 -4 9.4 11 -5 13 -2 4.6 6 -7 8 -4 10-2 11 -10 For S I inch 25 4 mm. I foot - 304 8 mm. I pound per square foot - 47 9 N :m' 2005. 2006, 2006, and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 18 615802.vt MAY 2012 AMEN DMENTS - LEGISLATIVE FORMAT TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load ■ 50 pounds per square foot, Ceiling Not Attached to Ratters, L/e .130) WOOD (crarrinued) 2003, 2606, 2008, and 2012 INTERNATIONAL BUILDING CODE` Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the international Residential Code Page 19 615802.vl DEAD LOAD a 10 pounds par sgwrt toot HEAD LOAD . 20 pounds per square foot RAFTER SPACING (des) SPECIES AND GRADE 2.4 2.6 2 -9 2 -10 1 2 -12 2 -4 1 2 -6 1 2 -S 2 -10 2 -12 Maximum ran" spsas IR - In.) (R - In.) Ift, - In.) (tl - M.) (R. - in.) I% - in.) (k - In.) (R• - in.) (S. - in.) (ft - In.) uglasFir -Larch SS 8 -5 13 -3 17-6 22-4 26-0 8 -5 13 -3 17-0 20 -9 24 -10 Douglas Fir -Larch # 1 8 -2 12-0 I5 -3 18 -7 21 -7 7 -7 IS-2 14-1 17 -3 20-0 uglasFir -Larch #2 7 -8 I1 -3 14 -3 17 -5 20 -2 7 -1 I0-5 13 -2 16 -1 19-8 uglasFir -larch #3 5 -10 8 -6 10-9 13 -2 15 -3 5.5 7 -10 10-0 12 -2 14 -1 em -Fir SS 8-0 12.6 16-6 21 -1 25-6 8 -0 12 -6 16-6 204 23 -7 Hem -Fir #1 7.10 11 -9 14 -10 18 -1 21-0 7 -5 10 -10 t3 -9 16 -9 19 -5 cm-Fir 02 7 -5 11 -1 14-0 17 -2 19 -11 7.0 10 -3 13-0 15 -10 18 -5 em -Fir #3 5 -10 8 -6 10.9 13 -2 15 -3 5.5 7 -10 10 -0 12 -2 14-1 12 them Pine SS 8 -4 13-0 17 -2 21 -11 26-0 8-4 13-0 17 -2 21 -11 26-0 SoulhemPine #I 8 -2 12 -10 16-10 20-3 24 -1 8 -2 12-6 15 -9 18 -9 22.4 [hem Pine 02 LN 11 -9 15 -3 I8 -2 21 -3 7-7 10-11 14 -1 16 -10 19 -9 them Pine 03 &4U 9 -2 11-8 13 -9 164 54 4 -1 8-5 10-9 12 -9 15 -2 spruct-pine-Fir SS 7 -10 12 -3 16 -2 20.8 24 -1 7 -10 12 -3 15 -9 19 -3 22-4 Spruce-Pine-Fir #1 7 -8 11 -3 14 -3 17 -5 20 -2 7.1 10 -5 13 -2 16.1 18-8 Spruce-Pine-Fir 42 7 -8 II -3 14.3 17 -5 20 -2 7 -1 10 -5 13.2 16.1 18-8 prucc -Pine -Fir 43 5 -10 8.6 10 -9 13 -2 I1-3 5 -1 7.10 10.0 12 -2 144 Douglas Fir-Larch SS 7.8 12 -1 15.10 19 -5 22.6 7.8 11 -7 14.8 17.11 20 -10 Douglas Fir -Larch #1 7 -1 10 -5 13 -2 16 -1 18 -8 6 -7 9-8 12 -2 14 -11 17 -3 UouglasFir- (..arch #2 6-8 9 -9 12.4 I5 -1 17-6 6 -2 9-0 I1 -5 13 -11 16.2 uglas Fir -Larch #3 5 -0 74 94 11-5 13 -2 4 -x 6.10 1 8 -8 1 10-6 12 -3 tem -Fir SS 7 -3 II -5 15-0 19 -1 22 -1 7 -3 11 -5 14 -5 17 -8 20 -5 Hem -Fir of 6.11 10-2 12 -10 15 -8 18.2 6 -5 9.5 11 -I1 14.6 16-10 em -Fir #2 6 -7 9 -7 12.2 14.10 17 -3 6 -1 8 -11 11 -3 13 -9 15.11 em -Fir #3 5 -0 74 94 I1 -5 13 -2 4 -8 6-10 8 -8 10 -6 12 -3 16 Pine SS 7 -6 II -JO 15.7 19 -11 24 -3 7 -6 11 -10 15 -7 19-11 23 -t0 Southern Pine #1 7 -5 11 -7 14 -9 17-6 20 -11 74 10-10 13 -8 16 -2 19 -4 Southem Pine #2 7-46-0 10 -2 13 -2 15 -9 18-5 64 1& 9 -5 12-2 14 -7 17.1 Southern Pine 03 3-444 7 -II 10 -1 11 -11 14 -2 4-2 74 9 -4 11-0 13.1 Spruce -Pine -Fir SS 7.1 11 -2 14 -8 18-0 20-11 7 -1 10 -9 13 -8 16-8 19-4 Spruce -Pine -Fir #1 6 -8 9 -9 124 15 -1 17 -6 (-2 9-0 11 -5 13 -11 16 -2 Spruce-Pine-Fir 112 6 -8 9 -9 124 15 -1 17 -6 6.2 9-0 II -5 13 -11 16.2 Spruce-Pine -Fir #3 5-0 7.4 9 -4 1 11 -5 13 -2 1 4 -8 6.10 8 -8 10-6 12 -3 (crarrinued) 2003, 2606, 2008, and 2012 INTERNATIONAL BUILDING CODE` Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the international Residential Code Page 19 615802.vl WOOD MAY 2012 AMENDMENTS - LEGISLATIVE FORMAT TABLE 2308.10,3(4) -c0 Unuwd RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load a 50 pounds oar souare fooL Callan Not Altaehad in Rafters. LLA ■ 1@111 For SI I inch , 25 4 mm. I foN - 304 8 mm. I pcwnd per square ft i - 47 9 Win` 2003, 2006, 2000, and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 20 615802.vl DEAD LOAD - 10 Pounds Per squae toot DEAD LOAD • 20 pounds per squat* toot RAFTER SPACING SPECIES AND GRADE 2-4 2.6 2 +s 2-10 1 2.12 2.4 1 2.6 1 2•II 1 2.10 1 2x12 Maximum r9 w spans (Inehes) (It. - In.) It - In.) (R. - In.) (IL - In.) (IL - In.) (N, - In.) ift - In.) (fL - M.) I0. - In.) (fl - In.) Douglas Fir - Larch ss 7 -3 11-4 14.6 17.8 2" 7 -3 10 -7 13.5 16 -5 19-0 Douglas Fir- Larch # 1 6 -6 9 -6 12-0 144 17.1 6 -0 8 -10 11-2 13 -7 15 -9 Douglas #2 6 -1 8.11 11.3 13.9 o -11 5 -7 9.3 10 -5 12.9 14 -9 Douglas Fir -Larch 43 4 -7 6.9 8-6 10 -5 12 -1 4 -3 6 -3 7 -11 9 -7 II -2 Hem-Fir SS 6-)0 10.9 14 -2 17 -5 20 -2 6-10 10-5 13 -2 I6 -1 18 -8 Hem -Fir #1 6-4 9 -3 II -9 14-4 16 -7 5 -10 8 -7 10 -10 I3 -3 15 -5 Hem -Fir 42 64 8 -9 11 -1 13 -7 15 -9 5 -7 8-1 10.3 12 -7 14.7 Hem-Fir #3 4 -7 6 -9 8-6 10 -5 12 -1 4 -3 6 -3 7 -11 9.7 11 -2 19.2 Southern Pine SS 7 -1 11.2 14 -8 18 -9 22 -10 7 -1 11 -2 14 -8 18 -7 21 -9 SsuthemPine #1 7 -0 10.8 13 -5 16-0 19 -1 6-8 9 -11 12 -5 14 -10 17 -8 Southern 42 +66,x-5 94 12-0 14.4 16.10 64L-9 8 -8 11 -2 134 I3-7 uthernPine #3 444-.1 7 -3 9 -2 10 -10 12 -11 " -10 6 -8 8 -6 10-1 12 -0 Sprocc-Pinc-Fir SS 6-8 10.6 13 -5 16-5 19 -1 6-8 9 -10 12 -5 15 -3 17 -8 Spruce -Pine -Fir #1 6.1 8-11 11 -3 13 -9 15 -I1 5 -7 8 -3 10 -5 12 -9 14.9 Spruce -Pine -Fir #2 6-1 8 -11 II -3 13 -9 15.11 5 -7 8 -3 10 -5 12 -9 14 -9 Spruce- Pine -Fir #3 4 -7 1 6 -9 8-6 10 -5 12 -1 4 -3 6 -3 7 -I1 9 -7 11 -2 DouglacFir -Larch ss 6-8 10-3 13-0 15 -10 184 66 9 -6 12-0 14 -8 17.0 Douglas Fir - larch a[ 5 -10 8-6 10.9 13 -2 15 -3 5 -5 7 -10 10-0 12 -2 14 -1 Douglas Fir -Larch #2 5 -5 7 -I1 10.1 12 -4 14.3 5 -0 7 -4 9.4 11 -5 )3 -2 Douglas Fir -Larch #3 4 -1 6 -0 7.7 9.4 1 10-9 3 -10 5 -7 7 -1 8 -7 10-0 Hcm -Fir SS 6 -4 9 -I1 12 -9 15 -7 18-0 6.4 94 II -9 14 -5 16 -8 Hem -Fir #1 5 -8 8 -3 10-6 12 -10 14 -10 5 -3 7 -8 9 -9 11 -10 13 -9 Hem -Fir #2 5 -4 7 -10 9 -11 12 -1 14 -1 4 -11 7 -3 9 -2 I1 -3 13-0 24 (Hem -Fir #3 4 -1 6-0 7 -7 9 -4 10.9 3 -10 5 -7 7 -1 8 -7 10 -0 Saudwm Pine ss 6 -7 L0-4 13 -8 17.5 21-0 6 -7 104 13.8 16-7 19 -5 Soudtem Pine #1 6 -5 9 -7 1240 144 17 -1 6 -0 8 -10 11 -2 13 -3 15 -9 soudlern Pine #2 3-48411 8.4 10 -9 12 -10 15 -1 3-34& 7 -9 10-0 11 -11 13 -11 Southern Pine #3 -4-4 -a 6 -5 8 -3 9 -9 11 -7 4-43-51 6.0 7 -7 9-0 10 -8 Spruce-Pinc-Fir SS 6 -2 9.6 12.0 14-8 17 -1 6-0 8 -10 11 -2 13 -7 15 -9 Spruce- Pine -Fit #1 5 -5 7.11 10 -1 124 14.3 5 -0 74 9 -4 II -5 13 -2 Spruce- Pine -Fir #2 5 -5 7 -11 10 -1 124 14.3 5 -0 7 -4 9 -4 11 -5 13 -2 Spruce-Pine-Fir #3 4 -I 6-0 7.7 94 10.9 3 -10 5 -7 7 -1 8-7 10 -0 For SI I inch , 25 4 mm. I foN - 304 8 mm. I pcwnd per square ft i - 47 9 Win` 2003, 2006, 2000, and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 20 615802.vl MAY 2012 AMENDMENTS - LEGISLATIVE FORMAT TABLE 2306.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load s 30 Dounds oar somm foot, CeliinD Attached to Rafters, UA ■ 240) WOOD (cow awed) 2003, 2006, 2009, and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 21 615802.vl DEAD LOAD -10 pounds per square toot DEAD LOAD - 20 pounds per square hit 2.1 2 -a 2.0 1 2 -10 1 2 -12 2 -4 1 2 -0 1 2 -6 2 -10 2.12 RAFTER SPACING (inches) SPECIES AND GRADE Maximum ratter spans (ft. - In.1 In - Ia.) (R - In.) (R - In.) 1ft- • in.) (ft. - In.) (ft. - M.) I III. - MI.) (ft. - In.1 Ift. • in.) Douglas Fir-Latch sS 9 -1 (4-4 18 -10 24 -1 26-0 9 -1 144 18 -10 244 26-0 Douglas Fir -Larch # 1 8 -9 13 -9 18 -2 22 -9 26-0 8 -9 13 -2 16-8 204 23 -7 uglasFir -Larch #2 8 -7 13.6 17 -5 21-4 24 -8 8 -5 12-4 I5 -7 19.1 22 -1 uglasfir -Larch #3 7 -1 10.5 13 -2 16-1 18 -8 6-4 9-4 II -9 14 -5 16-8 ism -Fir SS 8 -7 13.6 17 -10 22 -9 26-0 8 -7 13 -6 17.10 22 -9 26-0 Hem -Fir #1 8 -5 13 -3 17 -5 22 -2 25 -9 8 -5 12 -)0 16 -3 19 -10 23 -0 em -Fir #2 8 -0 12 -7 16-7 21 -0 24.4 8 -0 12 -2 154 18.9 21 -9 icm -Fir #3 7 -1 10 -5 I3 -2 16 -1 18.8 6.4 94 11.9 14 -5 16.8 12 southempine SS 8 -11 14 -1 18-6 23 -8 26-0 8 -11 14 -1 18-6 23 -8 26-0 Soulhcm Pine #1 8 -9 13.9 18.2 23 -2 26-0 8 -9 13-9 18 -2 22 -2 26-0 scumem Pine #2 948-3 13.6 17 -10 22 -3 26-0 $47.6 12 -11 16 -8 19-11 234 Southem Pine #3 3.3 64 11.2 1 14 -3 16.10 20.0 6-95-9 10-0 12 -9 15.1 17 -11 prucc Pine -fir SS 8 -5 13.3 17.5 22 -3 26.0 8 -5 13.3 17.3 22.3 26.0 Spruce -Pine -Fir #1 8 -3 12 -II 17-0 21-4 24-8 8-3 124 15 -7 19.1 22 -1 Spruce-Pine-Fir 02 8 -3 12 -II 17-0 21 -4 24-8 8 -3 124 15 -7 19 -1 22 -1 Spruce-Pine-Fir 93 7.1 10 -5 13 -2 16 -1 18-8 6 -4 1 94 11 -9 14 -5 16 -8 Douglas ss 8 -3 13-0 17 -2 21 -10 26-0 8 -3 13.0 17 -2 21 -3 24.8 Douglas Fir -Larch #1 8 -0 12.6 16-2 19 -9 22 -10 7 -10 11-5 14 -5 17-8 20 -5 DGuglas #2 7 -11) II -11 15.1 18 -5 21 -5 7 -3 10.8 13-6 16.6 19.2 Douglas Fir -Larch 93 6 -2 9 -0 11 -5 I3 -11 16 -2 5 -6 8 -1 10 -3 12.6 14-6 cm-Fir Ss 7 -10 12.3 16 -2 20-8 25 -1 7 -10 12.3 16-2 20 -8 24 -2 Hem -fir #1 7 -8 12-0 15-9 19.3 22 -3 7 -7 11 -1 I4 -1 17.2 19 -11 cm -Fir #2 7 -3 11 -5 14-11 18 -2 21 -1 7 -2 10-6 134 16 -3 18 -10 Hem -Fir 03 6.2 9-0 11 -5 13 -11 16 -2 5.6 8.1 10.3 12 -6 14-6 16 Pine SS 8.1 12 -9 16.10 21 -6 26.0 8.1 12.9 16.10 21.6 26.0 Seuthem Pinc 03 8-0 12-6 16.6 21.1 25 -7 8.0 12-6 16 -2 19 -2 22 -10 Sovthcm Pine #2 ;40 7--Z 12 -3 16 -2 19 -3 22 -7 -W §_¢ 11-2 14 -5 17 -3 20 -2 Southern Fine #3 6-71-6 9 -8 12 -4 14.7 17 -4 3-10 9.11 8 -8 11-0 13-0 15-6 'prum,Pirc-Fir Ss 7 -8 12-0 15 -10 20-2 24.7 7 -8 12 -0 15.10 19 -9 22 -10 Spruce-Pine-Fir #1 7-6 11 -9 15 -1 18 -5 21 -5 7 -3 10 -8 13 -6 16-6 19 -2 pnlcc- Pick -i'ir #2 7.6 11 -9 15 -1 18 -5 21 -5 7 -3 10 -8 13-6 16-6 19 -2 Spnrcc -Pint -Fir #3 6 -2 9-0 11 -5 I3 -11 16 -2 5.6 8.1 10.3 12-6 14.6 (cow awed) 2003, 2006, 2009, and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 21 615802.vl WOOD MAY 2012 AMENDMENTS - LEGISLATIVE FORMAT TABLE 2308,10.3(5)-- continued RAFTER SPANS FOR COMMON LUMBER SPECIES tGround Snow Load - 30 Pounds Der square foot. CeIlkw Attached to Ratters. UA - 240) )or SI I inch 25 4 mm, I foot 304.8 mm. I pound per square foot =. 47 9 Wm' 2002.20M 2008, and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 22 615802.1 DEAD LOAD - 10 pounds per squew toot DEAD LOAD a 20 poumfa per squuna Mot RAFTER SPACING {InCAn) SPECIES AND GRADE 2.4 2 -6 2.5 2 -10 2 -12 2 -4 2.6 2 -e 2 -10 2 -12 W W nem raher spetN tR. • in) (IL • M.) (IL - In.) (R. - In.) JIL - In.) (IL - M.) (R. - In.) IR. - M.) (R. - In.) (h. • In.) Douglas Fir-Larch SS 7 -9 12.3 16 -1 20-7 25 -0 7 -9 12 -3 15 -10 19 -5 22.6 Douglas Fir -Larch N1 7-6 11 -8 14 -9 18-0 20-11 7 -1 10 -5 13 -2 16-1 18 -8 Douglas Fir -Larch #2 74 10-11 13 -9 16-10 19 -6 6-8 9-9 124 15 -1 17-6 Douglas Fir -Larch #3 5 -7 8 -3 10.5 12 -9 14 -9 5 -0 7 -4 94 11 -5 13 -2 Hem -Fir SS 74 11 -7 15 -3 19 -5 23 -7 7 -4 11 -7 15 -3 19 -1 22 -1 Hem -Fir #1 7.2 114 144 17 -7 204 6 -11 10 -2 12 -10 15 -8 18.2 Hem-Fir #2 6 -10 10 -9 13 -7 16 -7 19.3 6.7 9.7 12 -2 14 -10 17 -3 Ilem -Fir #3 5.7 8 -3 10-5 12 -9 14 -9 5 -0 7-4 94 II -5 13 -2 19.2 Southern Pine SS 7 -8 124) 15 -10 20 -2 24.7 7 -8 12-0 15 -10 20.2 24-7 Southern Pine #1 7 -6 11 -9 15 -6 19-7 23.4 7 -6 11 -9 14 -9 17-6 20-11 Southern Pine #2 044 ¢- 11 -5 14 -9 17 -7 20.7 -7-46-0 10.2 13 -2 15.9 )8.5 Southern Pine 43 " 5-0 8 -10 II -3 134 I3-10 3-4 4 7 -11 10 -1 1 11 -I1 14 -2 Spruce-Pinc-Fir ss 7 -2 114 14 -11 19-0 23 -1 7 -2 11 -4 14 -9 1" 20 -II Spruce -Pine -Fir 61 7 -0 10.11 13 -9 16 -10 19.6 6 -8 9 -9 124 15.1 17.6 Spruce-Pine-Fir #2 7 -0 10 -11 13 -9 I6 -10 19-0 6 -8 9 -9 124 15 -1 17-6 F3prucc-Pinc-Fir #3 5.7 1 8.3 1 10 -5 12 -9 1 14 -9 5 -0 1 7 -4 94 11 -5 13 -2 DouglasFir -Lanh SS 7 -3 114 15-0 19 -1 22.6 7.3 11 -3 14 -2 174 20 -1 Douglas Fir -Larch 01 7-0 10-5 13 -2 16 -1 18 -8 64 94 11-9 14 -5 16 -8 Douglas Fir -Larch N2 6.8 9.9 124 15 -1 17-6 5 -11 8-8 I1-0 13-6 15 -7 Douglas Fir -Larch #3 5 -0 74 9 -4 11 -5 13 -2 4 -6 6 -7 8 -4 104 11 -10 F1em -Fir SS 6-10 10-9 14 -2 18-0 21 -11 640 10 -9 13 -11 17-0 19 -9 Hem -Fir NI 6 -8 10-2 12 -10 15 -8 18 -2 6 -2 9 -1 It -6 14-0 16-3 Hem -Fir #2 6 -4 9 -7 12 -2 14 -10 17 -3 5 -10 8 -7 10-10 13 -3 15 -5 Hem -Fir 03 5 -0 7-4 9-4 11 -5 13 -2 4 -6 6-7 84 10-2 11 -10 24 uthernKne s5 7 -1 11 -2 14 -8 18 -9 22 -10 7 -1 11 -2 14 -8 18-9 22 -10 Southern Pine 41 7-0 10-11 14 -5 17-6 20 -11 7-0 10 -6 13 -2 15 -8 18-8 Southern Pine #2 "6-0 10-2 13 -2 15-9 18 -5 "J-4 9 -2 11 -9 14 -1 16-6 Southern Pine #3 3-4 7-11 10-1 1 1 -1 1 14 -2 4-94-0 7.1 9 -0 10.8 Sprucc-Pine-Fir SS 6 -8 10 -6 13 -10 17 -8 20 -I1 6 -8 10 -5 13 -2 16 -1 18 -8 Sprux -Pinc -Fir #1 6 -6 9 -9 12 -4 15 -1 17-6 5 -11 8 -8 11 -0 13-6 15 -7 Spruce- Pine -Fir #2 6-6 9 -9 124 15 -1 17-6 5 -I1 8 -8 II -0 13 -6 15.7 Spruce -Pinc -Fir #3 1 5-0 1 74 1 9 -4 11 -5 13 -2 4 -6 6 -7 8 -4 10 -2 I1 -10 )or SI I inch 25 4 mm, I foot 304.8 mm. I pound per square foot =. 47 9 Wm' 2002.20M 2008, and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 22 615802.1 MAY 2012 AMENDMENTS - LEGISLATIVE FORMAT TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES H^srnund %n Lord . 50 nourds per secure toot CeO:no Attached to Ratmrs. LIA = 2401 WOOD (c0ubnred) 2003,2006,2M, and 2012INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 23 615802.v 1 DEAD LOAD . 10 pounds per square IoW DEAD LOAD . 20 pounds per sgwre toot RAFFER SPACING (inches) SPECIES AND GRADE 2.4 2.6 2.6 1 2.10 1 2.12 2.4 1 2.6 2.8 2 *10 2.12 Maximum rafter apse* (ft. - in.) (R. - In.) (ft. - in.) (ft. - In.) (IL - in.) Bt - Ind (1L - W) (ft. - In.) (ft. - In.) (IL - in.) Douglas Fir -Larch SS 7 -8 12 -1 15 -11 20 -3 24 -8 7 -8 12 -1 15 -11 20 -3 24-0 Douglas Fir -Larch N1 7 -5 11 -7 15 -3 18 -7 21 -7 7 -5 11 -2 14 -1 17 -3 20-0 Douglas Fir -Larch #2 7 -3 11 -3 14 -3 17.5 20-2 7 -1 10.5 13.2 16 -1 18 -8 Douglas Fir -Larch 43 5.10 8.6 I0 -9 13 -2 I3-3 5 -5 7 -10 10-0 12 -2 14 -1 Hem -Fir SS 7 -3 11 -5 15.0 19 -2 234 7 -3 11 -5 15.0 19 -2 234 Hem -Fir #1 7 -1 11 -2 14 -8 18 -1 21-0 7.1 10 -10 13 -9 16 -9 19 -5 Hem-Fir #2 6-9 10-8 14.0 17 -2 19-11 6 -9 10 -3 13-0 15 -10 18 -5 Hem-Fir #3 5 -10 8-6 10 -9 13 -2 15 -3 5 -5 7.10 10-0 12 -2 14.1 12 Pirx s5 7-6 11-0 15 -7 19 -11 24 -3 7-6 11 -10 15 -7 19 -11 24 -3 southern Pint # 1 7 -5 11.7 15.4 19.7 23.9 7.5 11 -7 15 -4 18.9 224 SUACM Pine #2 -46-10 11 -5 15-0 18 -2 21 -3 3-4 6-4 10-11 14 -1 16.10 19 -9 SouLhern Pine #3 it 3�-2 9 -2 I1-8 13 -9 164 -.5-44-101 8 -5 10 -9 12.9 15 -2 Spruce-Pine -Fir SS 7 -1 11 -2 14 -8 18 -9 22.10 7 -1 11 -2 14 -8 18 -9 22 -4 Spruce - Pine -Fir #1 6-11 10 -11 14 -3 17 -5 20-2 6 -11 10-5 I3 -2 16 -1 18 -8 . prucc- Pine -Fir #2 6 -11 10 -11 14.3 17 -5 20-2 6.11 10 -5 13 -2 I6 -1 18-8 Spruce-Pine-Fir #3 5 -10 8 -6 10 -9 13 -2 1 15 -3 5 -5 7 -10 10-0 12 -2 14 -1 Douglas SS 7 -0 11-0 I4 -5 18 -5 22 -5 7 -0 11 -0 14 -5 17 -11 20-10 Douglas Fir -Latch # l 6 -9 10.5 13.2 16.1 18.8 6.7 9.8 12.2 14-11 17 -3 Douglas Fir-Larch #2 6 -7 9 -9 12 -4 15 -1 17 -6 6-2 9.0 11.5 13 -11 16 -2 Douglas Fir -Larch #3 5 -0 7 -4 9 -4 11-5 13 -2 4-8 6-10 8 -8 10.6 12 -3 Hcm -Fir SS 6.7 10-4 13-8 17 -5 21 -2 6-7 10 -4 13 -8 17 -5 20.5 Hem -Fir #1 6 -5 10 -2 12 -10 15 -8 18.2 6-5 9 -5 i I -i t 14 -6 16 -10 Item -Fir #2 6 -2 9 -7 12 -2 14 -10 17 -3 6-1 8 -11 11 -3 13 -9 15 -11 Hem -Fir #3 5-0 7 -4 9 -4 11.5 13.2 4-8 6 -10 8 -8 10 -6 12 -3 Ib southem Pine SS 6-10 10.9 14 -2 t8 -1 22-0 6-10 10-9 14 -2 18 -1 22-0 southern Pine # 1 6 -9 ) 0 -7 13-11 17-6 20-11 6.9 10.7 13.8 16 -2 19 -4 soutliern Pine 02 646-0 10 -2 13 -2 15 -9 18 -5 64 9`¢- 9 -5 12 -2 14 -7 t7 -t Southern Pine #3 3.4 9-6 7 -11 10-1 I I - t l 14 -2 -4-1+ -2 74 9 -4 11-0 13 -1 pore* -Pine -Fir SS 6 -5 10 -2 13 -4 17 -0 20 -9 6.5 10.2 134 16.8 I9 -4 Spruce- Pine -Fir at 6 -4 9 -9 124 15 -1 17-6 6 -2 9 -0 11-5 13 -11 16-2 Spruce-Pine-Fir #2 6-4 9 -9 124 15 -1 17.6 6.2 9 -0 11 -5 13.11 16.2 Is pone- Pirw%fir #3 5-0 74 9 -4 1 11 -5 1 13 -2 4 -8 6.10 8.8 10-6 12.3 (c0ubnred) 2003,2006,2M, and 2012INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 23 615802.v 1 Wool) MAY 2012 AMENDMENTS - LEGISLATIVE FORMAT TABLE 2308.10. 8)--c0nt)nued RAFTER SPANS FOR COMMON LUMBER SPECIES rr3reund Snow Lead a SD pounds not sawn foot. CMlina Attached to Ratters. L IA = 2401 For SI I inch - 25 4 mm. I fM - 304 8 mm. I pound per square fool , 47 9 Wrvi� 2003.2006. 2000. and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 24 615802.v1 DEAD LOAD - 10 pounds per square toot I DEAD LOAD a 20 pounds per square toot RAFTER SPACING (inches) SPECIES AND GRADE 2 -4 2 -6 2.4 2 -10 1 2-12 1 2 -4 1 2 -4 2 -8 2.16 2.12 Maximum rafter spans (1t. - in.) (ft. • in.) (R. - in.) Ill - in.) pL - in.) OL • in.1 (R. - M.) (IL - In.) (ft. - In.) (ft. - in.) Douglas Fir -Larch SS 6-7 104 13 -7 17 -4 20-6 6 -7 10-4 13 -5 16-5 19 -0 Douglas Fir -Larch # 1 6-4 9 -6 12-0 14 -8 17 -1 6-0 8 -10 I 1 -2 13 -7 15 -9 Douglas Fir -Larch #2 6-1 8.11 11 -3 13.9 15.11 5.7 8.3 10.5 12 -9 14 -9 Douglas Fir -Larch #3 4 -7 6 -9 8 6 10 -5 12 -1 4 -3 6 -3 7 -11 9 -7 11 -2 iem -Fir SS 6 -2 9-9 12 -10 16-5 19 -11 6 -2 9 -9 12 -10 16.1 18 -8 Ncm -Fir #1 6 -1 9 -3 11 -9 144 16-7 5 -10 8 -7 10-10 13 -3 15 -5 em -Fir 02 5 -9 8 -9 11 -1 13 -7 15 -9 5 -7 8 -1 10-3 12 -7 14 -7 1cm -Fir #3 4 -7 6 -9 8 -6 10-5 12 -1 4 -3 6 -3 7.11 9 -7 11-2 19.2 m Pine SS 6 -5 10.2 13 -4 17 -0 20 -9 6-5 10.2 134 17-0 20-9 Southern Pine #1 6 -4 9 -11 13 -1 16.0 19.1 6-4 9 -I1 12 -5 14 -10 17 -8 Southern Pine 42 6,-25-5 9 -4 124) t44 16 -10 "5A 8 -8 11-2 134 15 -7 Souihcrn Pine #3 444 7 -3 9 -2 10 -10 1 12-11 14-63-10 6-8 9.6 10-1 12 -0 spruce-Pine-Fir SS 6.1 9 -6 12 -7 1" 19 -1 6 -1 9 -6 12 -5 15 -3 17 -8 Spree- Pine -Fir #1 5 -11 8 -11 II -3 13 -9 15 -11 5 -7 8 -3 10-5 12.9 14 -9 pruce -Pinc -Fir #2 5 -11 8 -11 11-3 13 -9 15 -11 5 -7 8 -3 10-5 12 -9 14 -9 Spruce-Pine-Fir #3 4 -7 6-9 8 -6 10 -5 12 -1 4 -3 6 -3 7 -11 9 -7 1) -2 uglas Fir -Larch SS 6 -1 9 -7 12.7 15 -10 18 -4 6.1 9.6 12.0 14.8 17-0 Douglas Fir -larch #1 5 -10 8 -6 10 -9 13.2 15 -3 5 -5 7 -10 10-0 12 -2 14 -1 Douglas Fir- larch #2 5 -5 7.11 10-) 12 -4 14 -3 5-0 74 9.4 11-5 13 -2 Douglas Fir -Larch #3 4 -1 6 -0 7 -7 1 94 10.9 1 3 -10 5 -7 7 -1 8 -7 10-0 Hem-Fir SS 5.9 9.1 11 -11 15 -12 18.0 5-9 9.1 t 1 -9 14 -5 16 -8 Hcm -Fir #1 5 -8 8 -3 10.6 12 -10 14 -10 5 -3 7 -8 9-9 11 -10 13 -9 Hem -Fir #2 5.4 7 -10 9.11 12 -1 14.1 4.11 7 -3 9.2 11 -3 13.0 Hem-Fir #3 4 -1 6.0 7 -7 9 -4 10.9 3.10 5 -7 7 -1 8-7 10 -0 24 Them Pine SS 6 -U 9.5 12 -5 i5 -)0 19.3 6 -0 9 -5 12.5 15 -10 19 -3 South= Pine #1 5 -10 9 -3 12-0 144 17 -1 5 -10 8 -10 11 -2 13 -3 15-9 souditern 02 "4=10 8 -4 10 -9 12 -10 15 -1 ,rr-3 4& 7 -9 10-0 11 -11 13 -11 Southern Pint! #3 44-3.8 6 -5 8.3 9 -9 I1 -7 4-43-5 6-0 7 -7 9 -0 10.8 Spruct-Pine-Fir SS 5 -8 8 -10 11 -8 14 -8 17 -1 5 -8 8 -10 11 -2 13 -7 15 -9 Spruce -Pine -Fir #1 5.5 7 -II 10 -1 124 14 -3 5.0 7.4 9-4 11 -5 13 -2 PPXL- Pino•Fir #2 5 -5 7 -11 10-1 12.4 14 -3 5 -0 7-4 9-4 11-5 13 -2 Is pruce•Pim Fir #3 1 4 -1 6 -0 7 -7 9 -4 10-9 3 -10 5 -7 7.1 8 -7 10-0 For SI I inch - 25 4 mm. I fM - 304 8 mm. I pound per square fool , 47 9 Wrvi� 2003.2006. 2000. and 2012 INTERNATIONAL BUILDING CODE* Ordinance No. 2012 -38 Repealing Ordinance No. 2008 -12; Adopting the 2012 Edition of the International Residential Code Page 24 615802.v1 Dii, 1 t fal111rolidiv )wrr,; • klurph% Monilos + I Ire Princeton I lerald ,,. Ncws • THE WYLIF NEWS C&S. STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned authority, on this day personally appeared Chad Engbrock, publisher of The Wylie News, a newspaper regularly published in Collin County, Texas and having general circulation in Collin County, Texas, who being by me duly sworn, deposed and says that the foregoing attached: City of Wylie Ordinances was published in said newspaper on the following dates, to -wit: October 3, 2012 apt---- 'V Chad Engbrock, Publisher 2 Subscribed and sworn before me on this, the J day of 2012 to certify which witness my hand and seal of office. KIESNA Q. HILL Notary P,L,i c, State of Texas Notary Public in and for My Gomh n Expires State of Texas March 21 21, 2013 My commission expires k9i.i," S' ii," V "'Ii, 0i 10% t3.Jlmt I•i "+ }i<,x:'W) >'A)Iw [.A? €)�)S•�+ 1t ^- »15•t,t�`)? i.) ", -6,i5 fi) l f3oe '+i 2 « (.r3)ncrsJlt_ Va -', t-i'_ • y7? 78- 1 - (� =)'° ORDINANCE NO. 20:12 -35 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, REPEALING OR- DINANCE NO. 2008 -15; ADOPT- ING. THE 2012 EDITION OF THE INTERNATIONAL MECHANICAL CODE, SAVE AND EXCEPT THE DE- LETIONS AND AMENDMENTS SET FORTH HERE- IN; PROVIDING FOR A PENALTY FOR THE VIOLA- TION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; PRO- VIDING FOR AN EFFECTIVE DATE OF THIS ORDI- NANCE; AND PROVIDING FOR THE PUBLICA- TION OF THE CAP- TION HEREOF. ORDINANCE NO. 2012-36 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, REPEALING OR- DINANCE NO. 2008 -16; ADOPT- ING THE 2012 EDITION OF THE INTERNATION- AL PLUMBING CODE, SAVE AND EXCEPT THE DE- LETIONS AND AMENDMENTS SET FORTH HERE- IN; PROVIDING FOR A PENALTY FOR THE VIOLA- TION OF THIS ORDINANCE'; PROVIDING: FOR REPEALING', SAVINGS AND SEVERABILITY CLAUSES; PRO- VIDING FOR AN EFFECTIVE DATE OF THIS ORDI- NANCE; AND PROVIDING FOR THE PUBLICA- TION OF THE CA- TION HER.EO . ORDINANCE NO. 2012 -37 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, REPEALING OR- DINANCE NO. 2005 -59; ADOPT- ING THE 2012 EDITION OF , THE INTERNATION- AL PROPERTY MAINTENANCE CODE, SAVE AND EXCEPT THE DE- LETIONS AND AMENDMENTS SET FORTH HERE- IN; PROVIDING FOR A PENALTY FOR THE VIOLA- TION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; PRO- VIDING FOR AN EFFECTIVE DATE OF THIS ORDI- NANCE; AND PROVIDING FOR THE PUBLICA- TION OF THE CAP- TION HEREOF. ORDINANCE NO. 2012 -38 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, REPEALING OR- DINANCE NO. 2008 -12; ADOPT ING THE 2012 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE, SAVE AND EXCEPT THE DE- LETIONS AND AMENDMENTS SET FORTH HERE- IN; PROVIDING FOR A PENALTY FOR THE VIOLA- TION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; PRO- VIDING FOR AN EFFECTIVE DATE OF THIS ORDI- NANCE; AND PROVIDING FOR TIM PUhLICA- TION OF THE CAP- TION HEREOF. ORDINANCE NO. 2012 -39 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, ADOPTING THE 2012 EDITION OF THE INTERNA- TIONAL SWIM- MING POOL AND SPA CODE; PRO- VIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDI- NANCE; PROVID- ING FOR REPEAL- ING, SAVINGS AND SEVERABIL- ITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF THIS OR- DINANCE; AND PROVIDING FOR THE ' "PUBLICIA- TION OF THE CAP- TION HEREOF.