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Plans `S11/ i OFFICE COPY 30N Alamo Z 38,07' oX . royal is 2o stibt.Lk Final inspection app nc . required prior to occupa y / Approved plans ' O. , 3' shall be on job site. �. r 6 K61.51x1C7Eic f : . 13771 sp.,' . 130 °` P1. K� ° Ll B1LITY 42 o The City of Tigard and its 7���1 ©� �t7LZ3 • AI employees shall not be responsible for discrepancies X t0S /o� �l D�o� Z 16, which may appear herein. kale - • / =ZO' ' 1 5' zo>ie l �29' 1 0 " ' 1 t is permit does not authorize the violation of any w h Y 4- 'ghts of holders of private easements. The ap- I Y�� west- i cA 5' p icant is urged to contact any such parties and b vw, D ? 5 S°15 k- se *tire thier approval before commencing work. Lake OS14 , '91 97o 50344'7 92.65 1,4.20' CITY OF TIGARD _ Approved; Conditionally Approved • ( )• For only the work as described in: PERMIT NO. .$(.P.Q 1Lr - Cn t{ _ See Letter to: Follow ( ): Attach • ( ): - Job Address: 1' 51,Q 1.10 Ft , By: t ) Date:. % . 5 ( ' . i In Ledger Notes: K Brace: ° o g Attached w/ (2) 5" LedgerLok Lag K = 2x6 w /(3) 12d galv nails REAR DECK . B ° aa Screws (ICC# ESR -1078 j ® 16" OC per joist attachment attached o p i P ' b If into conc. use " x 4 " Ex p. to ledger w /(2) Lag Screws G re S n g e r ; : \'` � Pw : U Bolts ® 32" OC -v., 1QQQ \ * '' � 4 6 ] / 5'-6" / 12' / 1 1 - 4 / Q �.C Footing Schedule: -\ F -1 = 8 "d F -2 = 12 "x12" f- 3'- 6 "- f2'--/ • �° F -3 = 16"x16", F -4 = 18"x18" Nv F -5 = 20 "x20 ", F -6 = 24 "x24" P c,1,. ['I Depth = 12" 2x10 Ledger, Z 0 0 0 00 Notch Post g oN 1 1/2" Co v See Note Post Schedule: \ \ r ledger _ i p r iirari i upil!ilpriiIpr1dpzlpr / � f N. _ V� / �/ o P -2 = 4x6 (1) AC4 F -2 Latteral Load put W W '� P -3 = 6x6 P -1 into this joist Q Q All Posts are PT #2 Extend Attached same as 5' Z Ledger ledger All post to beam connection P w /(2) AC4 / / /AIMPI ! / / / / / /// _ \ \ 2X10 16" oc K —Brace PT HF #2 Beam Schedule: 12' - 6" 7 ` B -1 = 4x6, B -2 = 4x8, B -3 = 4x10, B -4 = 4x12 B -5 = 6x8, B -6 = 6x10 16' g K —Brace B -7 = 6x12 - : v 8 �,, All beams are PT a 8' -6„ 0 a ti 11' i a) Joist Schedule: F -2 43 P) o� J -1 = 2x8, J -2 = 2x10, P -1 0) ' 0 C I s Joists PT 24" O.C. W /O _ X 1��� N n rn X Brace: X_Brace 4X10 PT 2' -6" X = 2x6 w /(2) 5" \ I `l \ LedgerLok Lag Screws (ICC# ESR -1078) per attachment f2' -5 "/ 7' / ; 7' / 7' /2' -5 "/ Decking Material: -/1'/---3' / 25' -10" / %x6 Timbertech Composite - / 29'10" / a) Handrail as req'd, 36" high d' 6 A, 0 Ln ° a8 Ledger Notes: , Attached w/ (2) 5" LedgerLok Lag g B 6 Screws (ICC# ESR -1078) 0 16" OC A c:), . . r s 1 1 If into conc. use " x 44" Ex p. Bolts 0 32" OC r p 'r? V REAR DECK `n ii4 ] Footing Schedule: Cross S e ct i o n F -1 = 8 "d F -2 = 12"x12" F -3 = 16"x16", F -4 = 18"x18" I . y F -5 = 20 "x20 ", F -6 = 24 "x24" \ Depth = 12" v 00 r Post Schedule: V o. P -1 = 4x4 w o P -2 = 4x6 P -3 = 6 Handrail Minimized for Clarity A - All Posts are PT #2 Z All post to beam connection w /(2) AC4 Handrail, See Detail 3' Beam Schedule: B -1 = 4x6, B -2 = 4x8, Ledger, See Notes 2X10 PT #2 HF 16" oc B -3 = 4x10, B -4 = 4x12 <-- PT B -5 = 6x8, B -6 = 6x10 T !\ —IC B -7 = 6X 1 2 LU28 K —Brace (2) AC6 V All beams are PT CD Le N 3' to 7' CI t ti Joist Schedule: X x 0 O J-1 = 2x8, J -2 = 2x10, Is J -3 = 2x12 �BS44A • N a - Joists PT 0 24" O.C. . t 'IT ti 1 1 X Brace: a X = 2x6 w/(2) 5" / / 1' -6" LedgerLok Lag Screws ® / > 13' -6" /2' -6 "/ < Al (ICC# ESR -1078) per attachment / 16' / Decking Material: 1/4x6 Timbertech Composite K Brace: K = 2x6 w /(3) 12d galv nails N Handrail as req'd, 36" high per joist attachment attached to ledger w /(2) Lag Screws \ 0 • R i v� � ' Guardrail $o s Aluminum Frame Stair Detail X11 w 1/2" Aluminum Baluster P .- - ca 200 Series Top Cap 31 " x 11 „ 2 2 2xrim or side joist N 1 2x joist il , 9" min run \ U / I I c,,- �� Aluminum Post w g o 1� 8" max rise 2 4" x 24" 6' Span A C 2x4 pt A - z att. to rim w/4 #9x3" A35 5 1/2" mm Aluminum 1/2" WS Baluster w/ Less than „ _ 4" spacing 36 min . - 2.3. 2x8 pt stair 'v hang board ti Aluminum Bottom Rail L'3 Stringer Material 2x12 12" x 12" or 1'x2" 4) #2HF PT ► E p L ' '. Spans over 6'6" to be supported „ 1 Figivir �I E with either (1) 2x6 att to each 2" x 8 min. Joist ottom Plate w/ (4) stair jack, or a 4x4 pt post with �il 3/8"x 5" Lags C footing ' C A35 Per Block End Q 2x Rim Attached W/ (4) #14x4" Wood 2x8 Min Rim Joist Screws 6 "x6" df #2 Block Between Joist, attached with (4) 12d Galv. nails & A35 ® end