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Plans VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS.ORSC 105.4 Wood structural members that are exposed to the weather to be Pressure Treated or decay resistant per 317.1.3 Approved plans -hail be on ob s t_,. `sue ... ' • N OFFICE COPY €;1' g k j A ,et t CITY OF TIGARD .* °" Gam. REVIEWED FOR CODE COMPLIANCE ET) .. .. '., ;i c Approved: [ a O Q anc U ck - OTC: [ 1 a -11 ' c Permit#: riNSTZO A --OOZ3 < -_I V% - IT, `:. 1111.111111101 Address: oEak.I ,e. S ' m D ' Suite #: 4:. CAL maw` s XI _ By: Alfr Date: 7 1 tQ ` - ►, r LIABILITY The City of Tiga1 rd and its j employees shall not be N responsible for discrepancies mil [T' t a , which may appear herein. o 0 71 Cs r. .—..,_. i i i i 1 ---...._... 4/ /---------' 7/ --\\ 1 ',\ \ cf4140601eR , .. A , t , ..,,------,----'°' , fr---- 1 Air \ ; - _/:.1 , XZ ‘ t ._ ‘...,,,- I -••,. 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Fr arlfrvi v a / f> / - Ft9 di 1 at if&Z 5F \ r.e.vutoc) .2 M 137 CRe \ -. - M3.4446, '.i Se*bS• #_. ; _ 4 witt)E. 1 _ .... . 1. --.!-. ,.. ..,. - - -.------ -„ le' I . , ,‘ .....,_ 2r r2 PT /6 C. af e Lk/ •"49Nr , , - - ____________„, _ __ _, ...,_ _ .., ----- --- -____:,------------- /, _____------------ - \ , , 3g // ( iT ` iH l lH, I— 1 i / ' e I 1 ! . l !il 1 1. 11111j1 I : / / ( 2r SP,- , 4.0'.'1.7,„$, .1 w\ . z , ifr to H eeit . I i : 4yi•rPrP$57- 9i rt\41....y. 4 , i if Y6 Pr- fee...111, 2 'ft/ Co 0 4 Ctirirr: , ar9,7- IN I Ii 21 or- ( ccteceEr., , t , i., .1, , • , :ti i Nit — ifv3)/6,1105 lCi . 4, I Or-FP , ' /if tr6ffe.P. . 1 , ,tsvAximitt igota igrie?o4er )6(PoUPIL\ • .07,-/8 X .753 SS FH SMS / : ENO CAP (8052 ALUM) 1 • TOP RAIL (6005-T5 ALUM) i0 5 "RC � L d D l / ► TOP RAIL INFlLL (8Sx)8-T5 ALUM) '/ I Sheathing /«�, � �o10 X :6003_5 SS PH SMS ./f /. + SPACER T8 .........4\4.4...eire000.4.00<#.7/0000/— Siding ALUM) 1111 TOP r "3i r ,/�� PICKET POST (E003-T5 ALUM) ./�i PICKET (8005-T5 ALUM) ' e D ecking t{10 X .75 SS PH SMS .>; ~ , RAIL CONNECTING BLOCK (8005-15 ALUM) De ck oists �F ••••••^ T t t�l,1. 5XSX1/4' • 38' RAIL ��I 5X5X3/8' O 42* RAIL BASE PLATE (80O5-T5 ALUM) Approved joist .e. c w/ 1/+•a x 2 sAE tiR 3 fH TURX Nit w (cif ..�,,## \ %" ''� /� 'S O 38� RNUHQ L min. �"' re treated 2x ledger % 4 t t O t2 PALING 1. 1 with fasteners per IRC Table R507.2 "/ 01'l"1 MAX /' w/ Hotel-down device trim ? o capacity t �' BOTTOM RAIL PICKET « SPACER (8005-T5 ALUM) 0/0 Moor Jot s at 4 locations, evenly' distr uterd �` ' BOTTOM RAIL (8003-T5 ALUM) along deck. & 1 within 2 of each .,. --- _..........4‘................... end of the ledger. Hold-down devices 40 ,„o x i.5 SS PH SMS shall fuly engage dear joist per t I t hold-down manufacturer. SERIES '� . Note: This is ._ 00 PICKET RAN 11 Is where . , parallel A fury �� diameter & screw predrilled wlmmn 3" penetration to &di joist -__ to t t +ntar ni tnr rktata ,th waft fW has,A..r 1 i t 1 d � fj ri 1.4 \CIt co 5S � PROFts Z o rc 1/4. (v 1-- 64 �` is- ` �► $3 4 + OREGON , -,4: �roxe'� �R h 19, D���C. cPRO 1 _ _ R. G d Denims IREs 10/13/19 EXP 1 RES' 6-30-19 1'-4" 1'-4" �'-4" 1'-4" 1'-4" 1'4" PRECISION RAIL 11 0735 SE FOSTER ROAD PORTLAND.OREGON 97288 I I I I I ws221 i i I wDDDl t <« I I i I aa5 �g 0)2 2 y CI)22 ri ri Jaoq �oqQ DJu)LL1 �JCn W if ><4 , I or.;„. CI! I I I i t „ ' 1 I i II I I I II I U) F- 222 222 >- Z tJ w�g� w222 r(I D � ?o ? Joou - i �y.;Rio 1 �v nic J W mi,�iv 1a i t I C3a��Q Y N W Qv� I I 1 W< , L! a J 0 0 ><41."*.....°E.J.I. --.1 CO 4 11.7..-.".717 5‹ ><:;=7S'*>< < < 2 m ei:)32 ( I J� Jr. , I I � ' I I �-' \.1 1I I I I EQUALLY SPACED I EQUALLY SPACED I CABLE 4'-0"MAXIMUM CABLE 4'-0"MAXIMUM ' GLASS 5'-0"MAXIMUM GLASS 5'0"MAXIMUM PICKET 6'-0"MAXIMUM PICKET 6'-0"MAXIMUM 7 I 1 74 rj DATE: 7f27115 PLAN VIEW— TYP DECK FRAMING It ti SCALE: �1 1/2" = 1'-0" eRAW1: s„ JOB: 4/ SHEET Page 22 of?! Et 1 ,r r 71 4 A g i ti h Jr CO• RAILING SYSTEM WITH POST 42"MAXIMUM { I iii i HEIGHT. EXPOSURE B. 135 MPH MAXIMUM W WIND. MAXIMUM 25'BLDG HEIGHT. RESIDENTIAL POST 'c OR 30 PSF NOMINAL WIND PRESSURE. 111131C131/►I 5X5 X 3/8"BASE PLATE (4)5/16"DIAMETER X 2" GRADE 5 CADMIUM PLATED �Sg Go (4)5"LEDGERLOK FASTENER STEEL SCREWS • = °• Z PR° a Af 'sc DECKING Iii Ii PRECISION RAIL AP rdi 0092353 DOUG FIR 2X FRAMING PRECISION SION ROAD PORTLANO.OREGON 4729E 9.*:4„44418z000 ti (4)SIMPSON A3 tarsi. ° DOUG FIR 6X6 BLOCKING WITH 'd 7 > trdn31t9 (4) 16d EACH END SECTION 1 - 1 -0 j/ RAILING SYSTEM WITH POST 42"MAXIMUM HEIGHT. EXPOSURE B. 135 MPH MAXIMUM RESIDENTIAL POST WIND. MAXIMUM 25'BLDG HEIGHT. 4 OR 30 PSF NOMINAL WIND PRESSURE. l 5X5 X 3/8"BASE PLATE (4)5/16"DIAMETER X 2" GRADE 5 CADMIUM PLATED W '' 11CT STEEL SCREWS �( R,g� (4)5"LEDGERLOK FASTENER �-- 17 �4 Z �4, �, DECKING z 0 DOUG FIR PERIMETER JOIST ~� ii '�� pppw- I !� _..1 W ,��, OREGON�4) r (4)SIMPSON A3 CX Q 1/1 ��� R9 GO\-' DOUG FIR 6X6 BLOCKING WITH J (4) 16d EACH END SECTION Q W EXP IRE5= 6-30-19 O7" = 'r 0" 2m D J RAILING SYSTEM WITH POST 42"MAXIMUM Q HEIGHT. EXPOSURE B. 135 MPH MAXIMUM WIND. MAXIMUM 25'BLDG HEIGHT. RESIDENTIAL POST OR 30 PSF NOMINAL WIND PRESSURE. 5X5 X 3/8"BASE PLATE (4)5/16" DIAMETER X 2" 1 GRADE 5 CADMIUM PLATED li STEEL SCREWS (4)5"LEDGERLOK FASTENER DECKING . ,',-, '-44:1ly DOUG FIR PERIMETER JOIST $VAiIIIIIrsrdj DATE: 7/27/15 �—.. _, SCALE: (4)SIMPSON A3 DRAWN: sm DOUG FIR 6X6 BLOCKING JOB WITH(4) 16d EACH END (SECTION SHEET 'n - /10" Page 21 a of 34 1 a Page 23 of$6 i 9 714 . , . L.„..t__ILL_ 1 4 ! aeitt(G t-87›," i _.1 I 1._ I 1 ,.. , 1- i i , ., , , _Li :!..i_ 2t,_4_,_4_1 _41_ -1:. _ ._ 1 - ' i.-' : 4-LL Rig; 'Him, si i opp.f".1 t 0( 6.elf->ie;)ectC1(7;„4":,?" 74Thi ( I __....L.. L ,.'.- '05. E ft 3/ft ,,i'ici . ikreive,b L e, I I i 1 i 1 1 i ff.,- fey..5 7,ri i_ ___T__ 1 __I , -- --- . ,. 4P- . i \ 4,-** 1/1/1/011M2,••• /6 1 d 1-Pe-Ote .., 1 i/765 Sk/ clf6,c0E- 1 I i I ... ; 1 i . Plieli4,- ,_ t 1 rafi. ri& I t 1 i i I ' I 1 ' I ,.„,,, . i-.' i t.-- i---- ! , t i. 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' : 1 1 } ..1 . i _ -4---41-- I -4— ---r--- -.• ± -i • - 1.-- -,- 1,—, ---1 -I--- oicv i 1 1 i I 1 i i 1 i i 1 ,1_, , , GorituffiouS owe ±----1 - -- - 3 ' 1 ' 1 ' ...- - - I ----‘ - --t ' --- — --- 'I- ,..4._ .4__..!. 4_4............... • _______T._ h...1,___i 1_ _ ,- I } ,.:1-4---,3---H--_4..1__1 ,___4...' -4.1 ...,.....L 1_,_... ......._ _ ___ __i_ I ,... --- ,-4c--4.------ - , ----t- , -, . , , , 'L- ...-• E , • 1 i - -------- ----77—' , -T -s---t !- - t , , ,...-1 1 , ------ , tfr-t tbr6 - 1 , orio. • - , , _ i ti -- I , '! 1 , i 1 . li ' i 1 1 ' . 1 ,t , , , i 4 I 0 , 1 - 1 , I . i 1 I v,Trif 4Sci ti , 2*15" er 041\01S7'S /4 0,C • ' - I -1 °I'll i ii . , 1 I 4 I II ! - !I ,Y?..)r.pe c 4. 7 5 - L , 05 2 t z. i?eolLs' 1114,11&17?-) ir -, -IA-4 ell) Ait, 7....... i • • -.- ,---:::i.1 .' ,i___.t__ - itt,r-fiti 1 , stal-P6F,et --i--- 1,0k.q... 1 1 ' -----1----1-- 4 - f---- .1.- 1 4-- - , I i - .., ./c/ _ __.I ...... ... 4_ 1- -.1.... c ott , t i I i 1 I t i I t . -,/ Li I ' --.------ ---1----4- --t -1------4-4-4.--i -±----1-----1--- 4,---i- i, . . • . , i , , , II , II i 1 a : , il i t-- 1 : 1 ' I— 1 .--t i L if- , if----I— --1--- ---- 4----1 ''. -i- - l' t -I-- ---t- - --I - -- — ,--- -- , , g MA Y &7'EP 764in , I 1 1 i I- 1_ Lt., ,,_ I _t_ _11.-1.___,..:L j_ i 1._____..t____,,,___ _ ___%__ __ _,,,,_.,L ----- - - ------- - - - ❑A DECKING [R507.41: E c size:jal2x ❑five-quarter >; it 9 "'a material: ❑preservative-treated Niplastic composite ❑naturally durable (e.g. cedar) $ orientation: ❑perpendicular to joists ❑diagonal to joists a ;° n JOISTS 1R507.51: E size: 02x6 , 12x8 02x10 02x12 spacing: 012 in. ,EJ16 in. 024 in. span, LJ: .` ft. - 4 in. cantilever: / ft. - ('' in. (Lj/4 MAX) rim joist: 02x6 JE12x8 02x10 ❑2x12 Onot applicable ©BEAMS [R507.61: - V plies: 01 02 03 LU size: 02x6 02x8 02x10 1:12x12 04x6 04x8 4S14x10 04x12 0 x g 0 span, LB: (`' ft. in. o cantilever: ft. in. (La/4 MAX) a W 0 z �" cn o ['POSTS ER507.81: 0 I0 — size: 04x4 K14x6 06x6 0 x Q. r� height: ` ft. - f"' in. m o >- V E❑FOOTINGS[R507.8.11: o cn size: / ::"in. �lsquare '❑round a LU thickness: f ,. in. n LEDGER (R507.21: a- size: 112x8 02x10 ❑2x12 fastener: 01/2" throu9h-bolt £11/2"lag screw ❑code-compliant alternate (attach report) fastener spacing: 4 in. on-center ©LATERAL LOAD CONNECTION [R507.2.41: EFFECTIVE 0(4)750 pound hold-down tension devices (detail 1/SO4) MARCH,2018 0(2) 1,500 pound hold-down tension devices (detail 2/S06) REVISIONS ❑code-compliant alternate (attach report) NO. DATE �H GUARDRAIL POST ATTACHMENT IR301.51: Odetails 1-3/S05 & 1/S06 Acode-compliant alternate(attach detail). NOTE:THE PERMIT APPLICANT SHALL PROVIDE THE PROJECT SPECIFIC DESIGN BY CHECKING THE APPLICABLE Proj or Specific BOXES AND ENTERING THE APPROPRIATE INFORMATION ABOVE PRIOR TO PERMIT APPLICATION. Information 0 Project Specific Information NTS ' S12 BEAM SPANS', LB(ft.-in.) s E _ m DECK JOIST SPAN,Lj,(ft.) M m SPECIESb SIZE` 8 Y m e m o <6 <8 < 10 <_ 12 < 14 < 16 < 18 n o - 3x6 or 2-2x6 5-5 4-8 4-2 3-10 3-6 3-1 2-9 3x8 or 2-2x8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 3x10 or 2-2x10 8-4 7-3 6-6 5-11 5-6 5-1 4-8 3x12 or2-2x6 9-8 8-5 7-6 6-10 6-4 5-11 5-7 4x6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 Douglas Fir-Larch, Hem- 0 Fir,Spruce-Pine-Fir, 4x8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 Q W Redwood,Western _ E 0 Cedars,Ponderosa Pine, ,1 4x10) 9-11 8-7 8" 7-0 6-6 6-1 5-8 0Red Pine _-. o W 4x12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 z > cn 3-2x6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 F O a. 3-2x8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 - 12 o CV. cc' 3-2x10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 o 0 < (I) 3-2x12 13-11 12-1 10-9 9-10 9-1 8-6 8-1 L W a. Beams supporting deck joists from one side only(with optional joist cantilever). ce b.No. 2 grade. Q„ c.Beam depth shall be greater than or equal to depth of joists with a flush beam condition. 1 Maximum Beam Spans Table(from 2017 ORSC Table R507.6) S09 NTS POST HEIGHT EFFECTIVE SPECIESb DECK POST SIZE HEIGHTa(ft.) MARCH,2018 REVISIONS Douglas Fir-Larch,Hem-Fir, 4x4 8 NO. DATE Spruce-Pine-Fir,Redwood, Western Cedars,Ponderosa 4x6 8 — Pine,Red Pine 6x6 14 a.Measured to the underside of the beam. Tables b.No.2 grade. 2 Maximum Post Height Table (from 2017 ORSC Table R507.8) S09 NTS S09 t Y 1 t 2 Gm FOOTING DIMENSIONS' a o BEAM SPAN n,Le JOIST SPAN(ft. ,L� ROUND FOOTING SQUARE FOOTING WIDTH MINIMUM FOOTING i m ( ) ) DIAMETER(in.) (in.) THICKNESSb(in.) m of < 10 18 16 8 E2-6 <6 < 14 21 19 8 < 18 24 21 10 < 10 20 (18 `8 <8 < 14 24 22 10 < 18 27 24 11 V < 10 23 20 9 Ui < 10 cc < 14 27 24 11 0 MI < 12 <_ 10 25 22 10 a > 0 < 14 < 10 27 24 11 t—_ cK o CL ti a.Assumes 1,500 psf soil bearing capacity per Section R401.4.1. J o ce b. In accordance with Section R403.1.4,footings shall be placed not less than 12 inches below the finished grade on undisturbed ground surface and shall cocv extend below the frost line depth specified in Table R301.2(1).Coordinate footing thickness with post base manufacturer installation instructions. o V W 1 Minimum Footing Sizes Table(Ref 2017 ORSC Section R403) n/ S 10 NTS L CL EFFECTIVE MARCH,2018 REVISIONS NO. DATE Tables i i S10 1 s 1 y • FROM 2017 ORSC TABLE R507.4 1 mo JOIST SPACING s ? , k m DECKING TYPE AND MAXIMUM ON-CENTER JOIST SPACING(in.) 4 o NOMINAL SIZE S Perpendicular to joist Diagonal to joist' 10 o o 8 5/4-inch-thick wood 16 12 a �� 2-inch-thick wood 24 16 Plastic compositeb Per decking manufacturer Per decking manufacturer a.Maximum angle of 45 degrees from perpendicular for wood deck boards. b.Plastic composite deck materials shall comply with the requirements of ASTM D7032 and Section R507.3. 1 Maximum Joist Spacing Table(from 2017 ORSC Table R507.4) (L S07 NTS rt 0 W U z _> w • g f- o a a. N- J O JOIST SPANS, LJ (ft.-in.) } V `� SPACING OF DECK JOISTS WITH NO CANTILEVERb SPACING OF DECK JOISTS WITH CANTILEVER `C w SPECIES' SIZE (in.) (in.) ct W ce 12 16 24 12 16 24 Q. 2x6 9-6 8-8 7-2 6-3 6-3 6-3 Douglas Fir- i (2- 12-6 11-1 9-1 9-5 .9-5, 9-1 Larch,Hem-Fir,. Spruce-Pine-Fir 2x10 15-8 13-7 11-1 13-7 13-7 11-1 2x12 18-0 15-9 12-10 18-0 15-9 12-10 EFFECTIVE MARCH,2018 2x6 8-10 8-0 7-0 5-7 5-7 5-7 REVISIONS Redwood, NO. DATE Western Cedars, 2x8 11-8 10-7 8-8 8-6 8-6 8-6 Ponderosa Pine, 2x10 14-11 13-0 10-7 12-3 12-3 10-7 Red Pine 2x12 17-5 15-1 12-4 16-5 15-1 12-4 a.No.2 grade. Tables b.Cantilevered spans not exceeding the nominal depth of the joist are considered"with no cantilever"for this table. 2 Maximum Joist Spans Table From(from 2017 ORSC Table R507.5) S07 NTS S07 3