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Plans vvooa structural members that ar+ exposed to the weather to be RECEIVED Pressure Treated or decay resistant per 317.1.3 JAN 28 2021 VALIDITY OF PER i LIABILITY ,,7�r- GIN OFTIGARD THE ISSUANCE OF A PE IT BUILDING DIVISION BASED ON CONSTRUCTI N The City of Tigard and its DOCUMENTS AND OTH R employees shall not be DATA SHALL NOT PREY NT responsible for discrepancies THE CODE OFFICIAL FR M which may appear herein. REQUIRING THE CORREC 10 OF ERRORS. ORSC 105 4 Approved plans i - I . .. 4 chail be on job sit>. I OFFICE COPY lop' c'V'led, �p,�ro tie WdR. I-rather`f ( I5OE St ) ar is[o( D r. CGaIe : H I CITY OF TIGARD REVIEWED FOR ODE COMPLIANCE Approved: [1/1 OTC: [ [ fiN5C crmtt : � . Address: 15D518, ( fuC e ►�A.Qt Suite #: 151 By: WA- Date: 1-in lit &%) 64\tcii-c-2k.tj, ► 6o' RECEIVED JAN 2 8 2021 l CITY OF TIGARD 3UI_DI ;-DIVI O 1_ Sheet Index ---_______ 1 Deck Framing 2 Deck Layout 3 Right Elevation 4 Front Elevation HOUSE 2X8 LEDGER BOARD ATTACHED TO HOUSE W/ 5 Details 1/2"GALV LAGS 16"O.G.W/ALL NECESSARY FLASHING TO HOUSE WALL EXISTING DECK (4)SIMPSON LTT1'1 TENSION TIES ATTACHED TO OUTSIDE TWO FLOOR JOISTS ON BOTH SIDES OF DECK AND ATTACHED TO HOUSE W/1/2"GALV. LAG BOLT \ r \ \ X n Y 5.o,. 4-0 0 If �� Lv H 2X8 FLOOR JOIST 1 b"O.G. - 1'-b�.,// T-0" - , 1'-6" '' S~ W lu �FX6 6UPPORT POSTS - 't ` — MID-STAIR BEAM 2'-0" 18X18 TYP.FOOTERS + I 1,-0„ N'tl,*"--- __. \- . (4K() `IC- V 4X10 BEAM ATTACHED TO1K SUPPORTS VIA BC4 POST GAP AZ cv / v N 10'-0" '1 -14'-0" 'I (1) Q a 7 o t`as m re.c�u (��' c�(LL `2 3 ( -7•CP >)oy S c,i k- 1�� r� a) ,t_ cr * R c-6\RAJz-__ --\cr,,-",'.r S-Vr\'N%'-'2-c- Z 4) , in w ' ,�. 1Zx 12 y. Z(-1 0- -61- rn.fin 1r�r, CP cc) <- . OL ttl 2to (-o es to a tf-' Date: January 11,2021 DECK F RA M I N G Scale: Per Plan Scale : 1/4"= 1'-0" Sheet: Sheet Index 1 Deck Framing 2 Deck Layout 3 Right Elevation 4 Front Elevation HOUSE 5 Details EXISTING DECK 2X6 CEDAR DECKING \ \ _ 2:1 I I 1 t 'V 7 L 1 I © C!7 4X4 CEDAR HANDRAIL POSTS ATTACHED Nti., TO FRAME IN/(2)1I2"GALV.HEX HEAD THRU 1c- BOLTS IN/WASHERS BOTH SIDES W/(2) 36"HIGH CEDAR RAILING-- SIMPSON DTT2 TENSION TIES Y f 10'-0" 74'0" f v Q O -13 n3 N la N 0. N O v ui p o Ulm i T- Pate: January 11,2021 DECK L YO U T Scale: f Per Plan Scale : 1/4" = 1'-0" Sheet: 2 11Q1Q,A it liololo14 MHO AYH AYH -7' a ONYOui 0 MAY rMHO @ AYH ?. PAW NAY .J 1Q°Q°A°A°A . 4- 4- 1AA°A°A°A° c 1pApApApAp r' OHM G monn NI MEM- - 1�1 MI SIMI :11:11 1n :n.11MIMI iP ,„ ir, iDI Ip 11 . rn1 -v 1°l - r 1 ° 1p1u_ { IQI iDo > O mail 11: T w 1' :Ilan In :11a11 iMI Ii11C MI 1°AuA'A'A°E 1%111 l°e°e°epe°i =i 1upuiupu—Au' i , D 1 , , NOW NON HMpQQQO _ NOW 1AAQAQ°AAA AMY MAY NNW Him “, u, ,.. 1:3 Drawings Provided By: r� o z v v( w -1) m m " Stronghold Fence and Deck t , _ `D u, '. o (255)550-4809 s :.:,,, N T ` 3 tin F N STRONGHOLD i R c i x 3 N Project Address: S 3 iO 15055 51,4&reen8eld Dr.Tigard,OR 91224 FENCE&DECK IlaIIIla'al Iap AIIIIa PAW aaana AYH NAY AIM° °N°°°° 11111 °a° 1°°°°°°°°° Ilialinlill °a°a°a°a° 1papa11apapi WM/ ° 11101 Iapaa °°° a min in ..V min 1211112 VI 1: C 1111:p p• C, tl :11:111 (. IIC J ► a ICI 111 _ 1E1 CA Vi tAz Z in :1I --_ .rn-�- II 1 a �] ICI. _ - V 1g = i"11 ul ill -- > III /1 ip_p= I u 7/ 0•.n-3 r 1_11_ :11:11 r I1: ME III_ P ICII ICI 0 P 1°�npnp°lip© 2 _. 1°n°n°n°n° r iIJiin_n_n_n r 1:IICIIw11CI.C1 ipQpopopao PAIN I°n°a°a°a° NAY wool n,a,nlala N to n Drawings Provided By: `"A" °' od °` �0000 �, o -o - ;v `" 5tronghold Fence and Deck _a `-= 4, j (253)830-4809 N "< n i 3 N C N STRONGHOLD r 3 x 3 g Project Address: FENCE&DECK 15055$V`t Greenfield Dr.Tigard,OR 97224 1 Sheet Index DETAIL SHEET JOB NOTES: 1 Deck Framing 2 Deck Layout SCALE.1/2"•1'.0` 1.2X6 JOISTS 1 b"O.G.,PRESSURE TREATED C FNFRAL 4OTFS 2.4X10 BEAMS 3 Right Elevation 1.ALL FASTENERS SHALL BE AGO APPROVED. 3.4X6 SUPPORT POSTS,PRESSURE TREATED 4 Front Elevation 2 ALL LUMBER TO BE 112 5 PINE OR BETTER 4.36"HIGH CEDAR RAILING 5 Details 3,ALLY4002 RAILING AND DECKING TO BE 01 5 FINE. 5.CEDAR DECKING 4.ALL LU1.4BER SHALL BE PtT. 6.LTT19 TENSION TIES Deck Anchored to Wood Wa1L Ledger to WaII PINI5.SIDING FxtPrinr Stnir Detail :_. &SMEAT I56 R d ,. ........ WALL STRUCTURE D CPING PLASNlNd ICE 6 WATERSMIELD "MIN TREAD YVIDTH AS.IDECKING BEFRND 2X iEDGER - -- -- -i�1 DECK RM JOlST 1` I 1-b" LAG BOLT W wASMEve . BOARD (2)7E4.Gtiv.ME* 11 . OR LEDGER.ON LAGS _ MEAD'BMW BOLTS. /i' -- I EOLA.LT SPACED RJSERS d .' Nam' 1%PLOOR IMEMERS BOTH f , 1,•3F'MA%.NO DEVIATION • \ O = JOISTS ,.ti'1 2.PIAOR SIDES R.. 1 \ORE TNAN SWaA�� JOISTS ' J(i15T MANGER SJPPORT STAIRS PROM 'I i' \-nN•h614• 1 b� `'M uut _--` ?OTT0AI OP STRINGERS 1- CC 'I 2x P,L LEDGER 1 BO"I¢D "PDUNvATlO X125TRINGER FOOTER DETAIL SCALE:112"=1' . - 4XBEAM ZN P T,_015- / - HIZ HURRICANE TIES A , 5TAIRSTRIN_aLR ATTA.OHMENT 'Se GALV ..M4. 5IMP5ON BC4 FRONT OF DECK ATTACHMENT 4 NAILS POST MOUNT V cv hi. 4445 POST N 1T Q 13 rt. POST TO BEAM DETAIL JOIST TO SLAM DETAILIli �j� )) t! T.SaR TO$T l l STRINGERS SIwSON Tcti la m &RABRAIL DETAIL SINPSON L5C2 Drc2Z U i. F STRINGER CONNECT OR 25PT.'Rm.Ip9T-. ___4x4-RAL POST N C 0 TOP RA6 4 Ur MAX. 25 MATERIAL ATTAGPED TO RIM .55 IL O- '6 BOARD AND 2TC'W 1/T 6ALv. '.` co T211?G41V 455 NERD y2 73 so iri T ' ifRUBOLTS w WASHERS I U WN_ MEN MEAD TNRU BOLTS \'BOMSwG4w U)51AM5'ON Q- O 'Cr g CT 22 TENSION ANC✓4A N -.0 Q. Q OPENINGS POR RE•OUtRED GUARDS Bj ON SIDES OP SIAM S ,LL NOT 2X R BOARD SIDES OF DECK ATTAGI4MENT • _w RBI ,a ALLOW A SPHERE 4•TO PASS HANDRAIL MEIGMT 34"MIN.4 O i{l N 9 TMROU6M 38-MAN.MEASURED vERTIGALLY SMPSON LSCZ 2X MATERIAL 4-.'¢A:.^DST IN P T RIM.1?MT Q 3 IL 5J STRINGER ATTAL4/ED Tfl PROM NO5IM6 OP TREADS RIM BOARD AND , -�+s" CONNECTOR t (2}ttt CAW.MEx ME4D 4E VW AD GKV I �X MEAD T1NCu TMAti BOLTS.,w•SNERS BOLTS SoTHSw85 w CM SimPSON Date: rR14N6iJLAR OPENMG SMALL ` DfT22 TENSION ANGitlA January 17,2021 1 No.r PERMR THE P455AGE S1,,,PSON OP S'71AMETcR SPHERE INSIDE STAIR PTT22 2%PT SLOUcwG STRINGER Scale: RAILING POST ATTACHMENT c,TAIR RAIL DETAIL I Per Plan I Sheet: 5 P