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Plans ■ . - • CITY OF TIGARD EL 276 DECK REPLACE E\T PLA\ Approved by Planning Date: 1 = 1 S \ 1 ■ � g6.39 I n iti . Y 1 — — _ — — 5' I .RECEIVED JAN 26 2015 N CITYUFTIGAKD m I I BUILDING DIVISION ] II_l l l i 26.00_ EL264 — ta yOb0 ;cu 114TH AVE �^,. Q I — ►EW DECK o 62' qr O 0 n �n�� N 27 \ ,. cavadAY `J : r O O l n d _7 � tri IL *0 a c 4 - - - — — 0 — EL263 EL 274 132.50 M V Lt LI % SCALE: I" = 16,' ////��N��`N q o 5 q , 1 SCfLL.ENFF�i `\�i// amp 137GO SW 114TH AVENUE AARON AND ELIDA RIVERA TIGARD, OR G17223 PHONE # 503-244-3325 TAX : 3gOO CEL t 503-805-1148 1 ' r)(bec)5e' dt - Delck -ror A --c),(0Y-1 --t j ckkici-a RECEIVED ' • ' a r- lu5 .�o � IJTDNO G 2 F TnI i2Gv A5 sR 1U , _ - . - t c ..c c� , 0C , . 9722 , L. a 21n f PT zx, 3o1 -t` ' t''S 664s g noi- c a— SiW1esav1 SDS r `-) + 3,5'' Q 1 6 o,c, GS6Ps 5? i +hru <i,,v1 � I0. 1 ZX S;IY,rsON A-6 cl6.1k 4-yr 1/4.e' '5 P;17 LiY (Z P 1 c 7 r— ' emu ^ os -k-`i p, -"qi L_ y - v12 rteL 51 ------- — StriPTts •--- -- - A x PiT z� ►© ® 16 0,E--, N 1 1 N u - .. 1-112.75 ■>s 3.5 Pt zx tz I@dsR(- E Y1-, hc�u sc. Vi`, - 2 ' . \/ 1\/ \ s • 1.) If you And 2.) you Then 3.) And 4.) the And 5.) they And 6.) the have a beam have posts you can minimum can be footings "D" "A" that is: "B" only span size joist spaced a supporting the supporting the joists you can use maximum posts will need the beam "C": is: of: to be a spaced: minimum of: 18" 4x8 or (2) „ ., 2x10 or 16" apart or 20"x20"x18" or 2x10 6'-6" 12'-0" 2x12 24" apart 23" diameter x 18" 22"x22"x18" or 4x10 or (2) .. 2x10 or 16" apart or 2x12 8'-6" 12'-0" 2x12 24" apart 25" diameter 18" 24"x24"x18" or 2x10 or 16" apanor 4x12 10'-0" 12'-0" 2x12 24" apart 27" diameter x 18" \ 18"x18"x18" or 4x6 or (2) 2x8 4'-6" 16'-0" 2x12 16" apart 20" diameter x 18" 4x8 or (2) 22"x22"x18" or 6'-0" 16'-0" 2X12 16" apart 25" diameter x 2x10 18" 4x10 or (2) 24"x24"x18" or 2x12 7'-6" 16'-0" 2X12 16" apart 27" diameter x , 18" 26"x26"x18" or 4x12 9'-0" 16'-0" 2x12 16" apart 30" diameter x 18" • TABLE 3 Typical Deck Details revised 2/08 Page 8 of 27 LATERAL SUPPORT OF DECKS Decks greater than 30-inches above grade shall resist lateral loading and movement by the following methods: I • � �� �-- �. ���� �:- ail çA/ 2x6 • BRACE } s i - II \ SOLID BLOCK AT INTERSECTION OF WOOD BRACES WITH (1)3/8'DIA.THROUGH BOLT(TYPICAL) F■guie 14 DIAGONAL BRACING REQUIREMENTS Diagonal Cross Bracing: Provide diagonal cross bracing as shown in Figure 14. 'Bracing shall be located between posts parallel to beams and bolted by a minimum 3/8" diameter through-bolt at each end to the posts as shown. Diagonal bracing shall also be located perpendicular to beams, and in such cases, bracing shall be bolted to the post and joist above the post location. If the deck is free-standing, diagonal bracing must be provided on all the posts and in both directions. Bracing shown in figure 14 is required in every bay between posts for decks with joist spans up to 8 feet. Decks with joist spans greater than 8 feet require an engineered design. Typical Deck Details revised 2/08 • r•