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HomeMy WebLinkAboutPlans CINTY'OF TIGARD Appmved,.MN .«..... «NN.N•«. Conditionally Approved........«.«. See Letter to:Follow [ Attached «« Permit Number:IC46 01 4Ij i 44 By: ..645111-'i1 Date: firm ( Approved pian shat! be on job site: OFFICE COPY /L/2/)kz o� • CD N LL 3 a, m Wm _ au > a> a) ) U J J 6 O U :- a p N _U 20' ikm 20 ,r5 24d e, Above All Fences, PLAN Customer: Decks&Construction LLC VIEW STRUCTURAL Fred Zigler o 1 4 10 12 10/23/2013 Scale:see legend A a if-.44ppv- Tkgateolr. 2:r4 to Ceoss 6e4C a T Above All Fences, Customer: Decks&Construction LLC FRONT VIEW RAIL Fred Zig ler 10/23/2013 Scale: see legend cr 1 4 10 12 11 1,6 Above All Fences, Customer: Decks&Construction LLC RIGHT VIEW RAIL Fred Zig ler 10/23/2013 Scale: see legend °' 1 4 10 12 ______________________/_ ,‘„,2 3 0 'y6 iv is %r--L --\...,............A Above All Fences, Customer: Decks&Construction LLC 3D VIEW Fred Zigler 10/23/2013 Scale:see legend I,, '; ' - i i ! ! , „, , ; ,, , , j I 1 , i I i •. i • I II ' ' i 1, 1 I ►_,.w__ i v1.1.1..' � I I 1 I " ;I 'i► �I I � I I I11 I !, I H . 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HP "2 ti X& V/ 4-8A iig 2 simezo v ).114°8,4 To Coir/A/—c7- wBc4M(s) A- SPCiVG` .8erws-w c l'.-,vs�8 '© roxiivf'S /i�N X 1 G x4vv/ 60"7-4- 43,02,1-et it �u r- N if Aii outings See Table 1 for footing size and-footing.thidmess • and Figure 22 for post attachment requirements. ---+— • The bottom of footings must extend 18 inches below grade and must bear on solid,native soil. - Bearing conditions must be verified in the field Simpson PB anchor during the footing inspection,prior to placement - of concrete.Footings closer than 3'-0"to the exist / Pr -maflUent ing exterior house wall must bear at the same exist-- pre-manufactured e elevation as the existing wall footing.Do not Cast-in-plat construct footings over utility lines or enclosed - post anchor meters.Call 1-800-332-2344 before you chg. 4- - 4. - Post Anchors:Premanufactured post anchors shall lifin - II a 4 - be capable of supporting - d pa a minimum of 3,000 e- - -.(i ----- 1111 pounds.Where diagonal bracing is required --i i 1= I�{-.—� - • a • -4' 11-111-111. . . �� Figure 15,the post anchors must be rated I11 1 I+i1 i f l : - - . -a zontal(seismic)forces. for bort- +-�I r E d e _ .7_-iii-n-----:-111E111:( }{ 117711;:-,-_-. _� 1l Iia e -�l�if�i �11,-= ¢j -- 4 A�22 Tj l footing detail • Guardrails Decks andstairways more than 30 inches above the adjacent grade mu: -have guardrails.The guardrail must be de- signed to withstand a concentrated load of 200 pounds,in any directio anywhere along its length,and the infill area must withstand a load of 50 pounds per square foot area. Guardrails using composite wood,plastic,or other pre-manufactured - - _ must be designed by a structtaral engi- neer licensed in the state of Oregon. 4X4 post, typical, - 2X2 picket,typical do not notch ,'-0"max spaci • 2X6 or 514 board rail cap TI _\ ■ ■ ■ ■ ■ ■ ■ ■ r - A _ p_t 2X4attop1II aims xi . 1 iuiiiir •• See guard post Openings shall • I Attach pickets at top and ' attachment details allow the passag= bottom with(2)#8 screws or • of a 4"dia.s• . . (2)8d spiral shank nails each AR9.23:Typical guardrail detail DECK DESIGN GUIDE • 13 • • 16" Max. Detail A HD2AHDG parallel layout • 4x4 (mint)guardrail post r r r 2x8 (min) Mocking Ir r --- ' 2x8(min) deck joists Detail B /� HD2AHDG perpendicular layout beam below 2x8 (min) 7 Rim joist Figure 30:Guardrail attachment option 5 plan view . (2)HD2AHDG or equal one this , 4X4 post,min.(typ) oneholdown opposite sidesiofdeblocking Decking HD2AHDG Decki 00) hoiddown ng(typ) or equal 4X4 post, : RI /.;I /ill min.(typ) '�>•� RVt blot;king $/8°dia.galvanized machine "dia.galvanized machine bolts or all thread rods with bolts or all thread rods with DETAIL A nuts and washers. i ETAIL B nuts and washers. Fg.31:Guardrail attachment option 5 parallel layout A Fig.32:Guardrail attachment option 5 perpendicular layout _..:_