2609 HOYT AVE 2022 Plans 2025-09-30

m W W 2 W'V N U W O H p W Z C O C y a=O Z N F N OWmW WDILL WZQJXWC UrW OW U=OZUW� LW xz~owwWU¢��mo N� NQ��QQCON2�Q LW U"2 O W �My6uildingPermit com ~_ ii� o°NZwW�Z� / ,�Z A��UKWy".WU, �a�wz�wx�cmwz MyBui ingPermitxom Nwo NwowokN a service of eCityGov.net Construction Tip Sheet 05 a service of eCityGov.net Construction Tip Sheet 05 © ��Soaooa�� o E � When using the tables below, interpolation is allowed, extrapolation is not allowed. ; Sizing of Structural Elements Maximum Deck Post Height o Maximum Deck Joist Span a,c Tributa Area e U N Joist Spacing b Joist Back Span Post 20 40 60 80 100 120 140 160 Joist inches p Size c,d Maximum Deck Post Hei ht a feet-inches Size 12 16 24 4 6 8 10 12 14 16 18 4x4 1 10-0 10-0 8-7 7-0 5-8 4-1 NP NP Allowable Joist Span Maximum Cantilever(feet inches)Adjacent Joist Span feet 4x6 14-0 13-10 11-1 9-5 8-2 7-3 6-4 5-4 Vj 2x6 7-11 7-1 5-9 1-0 1-6 NP I NP NP NP NP NP 6x6 14-0 14-0 14-0 14-0 14-0 13-3 10-9 6-11 2x8 10-5 9-5 7-8 1-0 1-6 2-0 2-1 NP NP NP NP 8x8 14-0 14-0 14-0 14-0 14-0 14-0 14-0 14-0 2x10 13-3 11-6 9-5 1-0 1-6 2-0 2-6 2-8 NP NP NP a. Measured from the underside of the beam to top of footing. 2x12 15-5 13-4 10-11 1-0 1-6 2-0 2-6 3-0 3-3 NP NP b. Based on Doug Fir, Hem Fir and Spruce-Pine-Fir, No. 2 grade, wet service factor. o a. Includes Incising Factor. c. Notched deck posts shall be sized to accommodate beam size. y00 b. When using composite decking, refer to manufacturer's installation instructions for d. Includes incising factor. y maximum spacing of joists. e. Area, in square feet, of deck surface supported by post and footing. r>q c. Spans based on Doug Fir-Larch, Hem Fir and Spruce-Pine-Fir, No. 2 grade, wet service factor. Footing Size a Diameter of a Square Thickness Side of Sq N Minimum Beam Size Tributary Area b Round Footing It'E Deck Joist Span feet Footing (inches) inches (inches) N ra° 6 8 10 1 12 1 14 16 18 5 7 8 6 Beam Maximum Beam Span a,b,d(feet-inches) 20 12 14 6 Size c'd'e Cc g 40 18 20 6 4x6 5-2 4-6 4-0 3-5 3-1 2-10 2-7 60 21 24 8 4x8 6-11 6-0 5-3 4-7 4-1 3-8 3-5 80 25 28 9 4x10 8-5 7-4 6-6 5-10 5-2 4-9 4-5 100 28 31 11 412 9-10 8-6 7-7 6-11 6-4 5-9 5-4 120 30 34 12 6x6 6-6 5-7 5-0 4-7 4-2 3-9 3-5 140 33 37 13 ® � r 6x8 8-8 7-6 6-8 6-1 5-6 5-0 4-7 160 35 40 15 ® _ 6x10 10-7 9-2 8-2 7-6 6-11 6-4 5-10 a. Footing dimensions shall allow complete bearing of the post. 6x12 12-4 10-8 9-7 8-9 8-1 7-7 7-1 b. Area, in square feet, of deck surface supported by post and footings. o a. Spans based on Doug Fir-Larch, Hem Fir and Spruce-Pine-Fir, No. 2 grade, wet service eon o factor. ® g b. If 2x built up beams to make 4x or 6x beams, they shall be fastened with two rows of 10d 12"min.frost depth s — Manufactured post connector Typical P.T.post o (3-inch X 0.128-inch) nails minimum at 16 inches on center along each edge (507.5) In allowable s°°S r— —_ b c. Beam depth shall be equal to or greater than the depth of intersecting joist for a flush beam connection. 12 J N Grade w d. Beam cantilevers are limited to the adjacent beam's span divided by 4. -li _l��'-IT. =i I-I -ITI:_ J�HII iTi-i 1=I i; Ti=Ti=iii =li N 9 e. Includes incising factor. �� 0 <• Thickness per Table r N m �� a Width 1!2"diameter Note:Posts must be u y per through-bolts In both , `t) cv N centered on or In footing4"gravel —Min.12"of �— Table directions C w Note:not screws embedment r 4 aJ January 14,2022 MyBuildingPermit.com I Basic Deck January 14,2022 MyBuildingPermit.com IBasic Deck = t; Q o v U C.s CityGo -let CityGovnet Dale Nov.19lh.2022 u95'eCHrC_:w a,rs Sheet IBC 2