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Plans 0. • OFFICE COPY 13044 1365 13031 .• p)) 13043., l' CITY OF TIGARD a REVIEWS FOR CODE COMPLIANCE 1 3037 oZw 4 cio sr oik.) -D/L. Approved: 503 ' C6(p l- c 11 9 OTC: I I Permit#: • • �Jl G r. 1/4,1 Address: O 3 Suite#: Date: 4 ).D1 ll By: CITY OF TIGARD Approved by Planning Date: 4 /j3/ii, Initials: "'`'' '�_ ll ' 1 � L167 I I ,,silk%) (),,.j_if y l- JIS] —SIMPSON DTT1Z-SDS2.5 ON BOT. OF JOIST w/ .,, , '', P01.j SELF-DRILLING LAG SCREW IN TO TOP PL's OR STUD, (3) LOCATIONS (EA. END&CENTER) Q ,1 2x10 LEDGER w/(2) SIMPSON SDS1/4x3-1/2 V 1 "?'X �1, @ 16"o.c., TYP. _ yrs . -.__. 2x6 x CONT. FIAT DIAGONAL ONS- - BOT. OF OISTS, NAILED w/(2) 10d @ EA. JOIST grzrnf�nrc� orera ° ' S3 W -�� 3 TYP. - ., U a i i ii t0,1 (o N I co `.` moi- - , - .for. 1 ' i `_ Z i t„ . 6:1�F� 6x1.2 DF#2'.•.. co • 6x12 DF#26x12 DF#2 / � � ���-�J- iiittt�����------ f S3.1 S3.1 0_,N, SIMPSON.PC66 EPC66 POST CAP i. f. _.,.:: 1�' .. 7� ;TYP. U.N.O. �� �. % w OPP. • O� *6 �, q �SN\.‘ SEE 1/S1.0 FOR GUARD POST ANCHORAGES, P: 6x 2 DF#2 � • '1 ; )1 il ) 0 . . ' , .T'2,,,,... 1 i' it‘. D .- xw/SIMPSON AB POST ` t° 79 . _. ' .. . ... .� . __ U66 �. - 66 POST ` BASE ON FTG. 2'-0"x 2'-0"x 12"THICK, Al (4) LEDGER LOCK SCREWS x 6"MIN. TYP. U.N.O., SEE 1/S3.1 1`° @ SKEWED BMS., TYP:.? /d GG r L( /y �•y�`D pRQ/c ., �5 NGiNF, � S 1.4 3 It `,ivr, Lk. IhltA' L-4) -1, • ‘.> DECK REPLACEMENT FOR: `�' !� p0N DENNIS& DOREEN DAVIS \i ,t,,,/,--v,,• r.! ✓t' fir vG a 13037 SW ASCENSION DRIVE �iS'� �'13,200 < TIGARD, OR 97223 E PII:2cc. _ I_ z In L EX15T. RESIDENCE BEHIND] F . SEE ATTACHED -3t- RAILING DETAILS 11111 ■ I1.1 I�IlI I II II II II IIII I,II"I •-- - JJIJ!WIIJIHI! ---- ,I - iiI- �:i, drai r _ ___i � viii - i CLARITY • bx BEAM-1 \* SIM .CC66z \ / PTYP. SEE DETAIL 2x JOISTS SEE STRUCT FOR STAIR FOR SIZE CONNECTION ✓ 6x POST 6x BRAC:S PER DETAIL 1/53.1 u� ill n RAILING OMITTED EXIST.DECK 1 FOR CLARITY lh VI BY OTHERS i0 g m tot, CI Q fY 0 SIMP.ABU66z O _ ,— r_.u TYP. ` \--- IAC,�`FO PROPF ' �:NGINE'•`r�� '44 153140 , 4 ...„-___ .1% 'ff REGU OR,. ._V'i cS'� i3 20�� p ,• ■ iter .,�E. SSP '��Ct EXPoffES:6,`30/20L` L.. SIMPSON EPC66 2'-0" POST CAP,TYP. BEAM PER PLAN,TYP. LI N Mlil 4.1 N ill. 6x6 BRACE w/%"0 THRU BOLT T&B,OR 3'0 x 8"LAG SCREW INTO BEAM 6x6 POST PER PLAN 3 SECTION @ BRACES S3.1 3/4"= 11-011 ,0 PROP (7>.._ 7 ,oi.. A Lly 0 ••EGON \ ',lc- 10 r 13,2�� .• ONE. S-cI' 1 '116 XP1RES: 6/30/20 j 4`<5\!-PGIPNRE9415:2 61-$1°. top •RECON ON 3:40°_, °Z- ‘"4 / N E. s�P 4/x((6 EXPIRES: 6/30/20 PT POST W/SIMPSON ABU, MATCH SIZE SLOPE FTG. AWAY FROM POST leAri..rj. ' v 4• _11= "11=11' �'Q� I.11= • • 11:11 _ 11x1 `� 11 • 11 • • li 11 '- d. "° .If11 2'-0" 1 SECTION a@ FOOTING S3.1 3/4" = 9'-0" (E)2x STUD WALL /-- 2x STANDARD DECK 2x DECK JOISTS PER PLAN w/SIMPSON LUS210 HGR.TYP. (E)FRAMING 2x P.T. LEDGER w/(2)SIMPSON EITHER DIR.), AY BE 2x STUD SDSY4 x 3-1/2 SCREWS a16"o.c. WALL,ETC. 2 SECTION © FRAMING S3.1 3/4" = 1'-0" (AO PROF " c.� NGINE� � J1 3Cc ?. OREGON °N E. slP`" iri6 EXPIRES:6/30/20 ( — - ACCESSIBLE JJ 4x4 POST 2x8 TOP RAILINGCONNECT TO MAJLPER CODE POWp(2)•0x3ODREWS SPACING (MAYST BE FLAT1OR VERTICAL)SCi ©5'-0'O.C. i 2x2PICKETS51/ O.01Od NAIL EACH END POST PLAN SECTION B-B 6-0O.C. (2)1nDIA.BOLTS WIOVERSIZED MAXIMUMWASHERS,1 1n"DIAMIN.2x8 JOIST OR BLOCKING TO ALIGN W/ANGLE DBL 2x Q EA.GUARDRAILANCHORAGE L 5x3x1/4x0'-7 1M"WI(2)3/4^DIA. 4x4 THROUGH BOLTS WN(2)VERTICAL POST SHORT SLOTTED HOLES immwt.4 6...,=_-.41(...:_—_-.4(p.--=-.4 p..---..z.,----4 e.-1 IMF 111111,IMMO J B ia-Eli B SPECIAL NOTE: GUARDRAIL DETAIL SECTION A-A IN UEU OF BENT PUBOLTS IN TO SIDE OF JOISTS,USE SIMPSON 1 (PERP. TO JOISTS) DTT2Z-S082.5 T&B S .I) 3/4"= 1'-0" 4x4 POST ACCESSIBLE HANDRAIL (��, 2x8 TOP RAILING,CONNECT TO SPACING PER CODE POST VW(2)al101Ci"WgOD SCREWS GS S-0'O.C. (NAY BE FLAT OR VERTICAL) Li�I 2x2 PICKETS t 5112'O.C. MAX.W/tOtl NAIL EACH END (z)to DIA.BOLTS VW OVERSIZED PLAN SECTION B-B 4x4 POST WASHERS,1 112"DIA. 6 5.-LT O.C. MUM MW.DOUBLE JOIST L 5x3x1/4x0'-7 U4 W/(2)3/4'DIA. 4x4 THROUGH BOLTS W/(2)VERTICALPOS 2x DECKING PER , 11 SHORT SLOTTED HOLES 1 PLAN " (5)SIMPSON 1/4x3 SDS SCREWS , 11=1111111.8.El En Ell LEI MEM IL. c-. .�5VPROFes t‘ INt it 111411U jig iii al Ira.. V • iill ' III*11011 LAS ti- v.r 11=11111111111111 CC -;."‘ 314"T6G PLYWOOD (4)SIMPSON 1/44SDS OREGON f---- SHEATHING.OR 2x SCREWS SECTION A-A (� p� ,° DECKING GUARDRAIL DETAIL spk 13,2° 2 (PARA. TO JOISTS) N E. SSP 6 S1.0 3/4"= 1'-0" EXPIRES: 6/30/20( I Oshown guards maximum 4"sphere cannot x ____–,\/----- pass thru-R312.1.3 exception-triangular space at steps 36"high guard so that a 6°sphere cannot pass deck is over 30° R3 12.1.3 exception#1 above grade • Handrails are required. R312.1.1 guards at stairs spaced so that a Crip 4%"sphere cannot pass 26 Ga. G.I. •, thru- R312.1.3 exception#2 flashing 0 x ,\\ in c, ,I I 3/4'mm: la max, I-I!4° s E a' • � L Joists @ 24"o.c. r max. 8'span w/ CO �) 1, m m oZ 2x6 ledger w/ Jll t� $ Simpson 5D5 d . • g Y4"x 3" @ 16"o.c .. m . . •• b staggered 1 a ' 10"min. s R tread 1 max.2%nope a" 4x6 girders = r---, I• , •; ,- ______. / • Y at 6'o.c. E brace when 1 1 r 4x4 posts iv over 3'high I I 1 (use 4x6 at — I I I I joints) passage of 4"sphere-not limited if total I L J 1 rise is less than 30"R31 1.7.4.3 L__J 1-1/2"min• rounded 1-1/4"to 2" handrail- I-1/4"to corners 2"diameter �� —• - ends I-1/4"to 2" mik WM 1 J less than 4" space between 2x top rail Nt horizontal rails handrail with grip ___------4" 1111P" ill Mak grooves vertical rails W R31 1.7.5.3 OType I Stair handrail ®Type 2 Stair handrail 1 . Landing and stair illumination Is required per R303.7. 2. For glazing in guards and railings see 8305.4.4. 3. Minimum 3'x3' landing at all exterior doors R3 I I .3. 4. Minimum 36" wide stairs R3 I I .7. I . 5. handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. R311 .7.5. 6. All exterior decks exposed to the weather must be protected from decay and shall be by use of naturally durable wood or wood that is preservative-treated in accordance with AWPA U I for the species, product, preservative and end use. Preservatives shall be listed in Section 4 of AWPA U I . See residential decks details for decks over 4'-0" high. 7. handrail ends shall be returned or terminated in newel posts or safety terminals R311 .7.5.2. Restdential Deck (attached) DWG BYmlm Date 4-8-I5 R31 1 .5