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Plans • • • • • • •., •::.• •: Dec:::I.P •• •••• • . '''4 '' EN r • • • Property owners: CHWIRKA 1 • ••••O • Home Phone: 503 620 -7777 • •. .. en Y Ur nuARD ••• • • ••• . ••• • Property address: 10400 SW SW HOODVIEW DR N • 0 TIGARD, Or. 97224 "' "' • •• • • • • • ••• •• • • Legal Description: f; Contractor: 3 RIVERS CUSTOM DECKS. CITY OF TIIGARD - SITE PLAN i' EVIEW 23885 S MOUNTAIN TERRACE - BUILDING PERMIT NO.: aoo - 7�0 56 BEAVER CREEK OR. 97004 PLANNING DIVISION: Required Setbacks: ❑ Approved ❑ Not Approved OCB # 165896 Side: 5 Street Side: `5 Front. r' Garage: � Rear: I Metro # 8819 Visual Clearance: ❑ Approved ❑ Not Approved i Maximum Building Height �' feet r te _. _ _.--- - __ ..._ -- \ \ /.____________________ T C Contact: DUSTIN ' WS Service Provider Letter Required: 0 Yes tallo onta Rmete. 1 t..) r 1) fe r14�e t 1Tht A 02, G, 503 867 -6019 Received l oyoo s� �o °�� ' / i i.3 . ) Date: - r H_ .-� ort ° Ci - zz4 ` ENGINEERING DEPARTMENT: N oM 2 I Actual Tope: 1 - 3- % :: Approved 0 Not Approved Site PI • j Approved ❑� Not proved J 4 7 By: D ate: / � - - - _ �,, , .... . .... © I Notes: c ku�>✓�cR.. iv.A.._- c:Ct. mt.„(„ c e u 0 ^ i •� q d 7 Qt.Nth1L c,, , .5 4 " J A Component Summary ' LIABILI The City of Ti and re r) ' e )`L a 5 shall not be Ledger: 2x10 pt. attached with 5/16" x 6" LEDGER LOK SCREWS. hi/low ( 1 t r'� o O. C • res :.: ible for discrepancies Joists: 2x10 pt.16" oc. whit:. 1 rfway r, pear herein. Joist hangers: Simpson LUS210Z Blocking: 2x10 pt on or near mid beam run CF TI GARD s' Beams: 4x12 pt A , .; ', c Column caps: 2x4 pt. sistered each side of post/beam connection Condit 'i ,:;;, ?Droved • ( ): w /4ea. 16p GIV. For c . ttlE ,,, A a.0 described in: ,� CITY OF TIIGAR - SITE PLAN REVIEW PER ,,, ... l ) Posts: 4xltpt BUILDING PERMIT N®: u 737-aa o 5 see . Post bases: Simpson EPB44HDG Job ,. . 464 • sw 10.cais(e4 Rack bracing: 2x4 pt. diaphram at 45 degree attached with Street Trees: :'■ Approved 0 Not Aproved Ey. - te: 4.1-.:.1 `-- 2ea. 16p box per joist. Protected Try `` Approved 0 Not Approved y: . / 0 d t Date° i0U /; re 7 Notes: / OFFICE COPY ■ lit . ^, • .. .. . • • • • .. .... .. .. .. .. • • • • • • • • • • • ... • .. .. • • . • • • • • ... • • • • • • • • • ... ... • • • C.cu1.1.. end Sm m rptl.roD..p1t007 Pkhl..1DSCOW72O . - ,D . • • ... ... .. • • • • • ... • • e i) co "... Steve Chwirka 10400 SW Hoodview Drive Tigard, OR 97224 1_ — — 1 _ I Dow I �, 5 A t' k 17 \ 14 3' 3' 1 e -3 t 1p ,, J'— ee d O 39 8• 30' I I II 1 Ili e Decking - TimberTech Earthwood Teak. - 1 1 Fascia - Cedar or White Board. ----\ Railing - Cedar Colonial as pictured -,— — . r e 25 :1,.: . • .. 00 00 ... .. • .. • • • • i • • ••• •• .• • • • • • • • • • ..• • • • • • • • • • ••• ••• • • • • • ... ••• • • •• •• • • • • • • • ••• ••• •• • • • • • ••• • • r i'vc1 E S Steve Chwirka 10400 SW Hoodview Drive s 25' J n `'b? s Tigard, OR 97224 — — — -' �Xi p - 1 4 g 4 (1 Do , s \ , 4. 1 I . ,;________--- , . ,. _-_-- *TS ' g 1l !' A 17 1. 1!' . i !'-Y i 1I 3• A .. 1 e —r7c JS _ L 14 r w-7- � L ...,„ , V 5 / I( ( V - J0157 L.-iDOE -I t V3 / - Decking - TimberTech Earthwood Teak �� Fascia Cedar or White Board. "P ----\---1--(. 3�'i ;. N n Railing - Cedar Colonial as pictured 11,l i---1))27:4 5 5 DO 73C , 25' • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • •• •• • .: . • . ••• • . •• • • • • • • . • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • • . • • • • • • • • • • • • ••• • • • • • • • • ••• ••• ••• • • • ••• ••• • • •• •• • • • • • • • ••• ••• •• • • • • • ••• • • 1 . 14' -7' ' • 5iY^A(?S° ti') Steve Chwirka - = C. (0 10400 SW Hoodview Drive �- _ C Tigard, OR 97224 4x(� g Zx 12p } . .1 4 1 u ■'/ 0' \ \............ . . 14W F 1 N b Vex I F9 x 16 t✓P94 (0 H- P4-7 . t 1% j M - 7 - () -- POST" 0/ \vc,4 -I2 • 4' \ 4' 4' _ 17 - -__ • 1 r -10- • �� 5 1 J • I. .e 1 5' CO roc Rt3 rE R Iw►IN) h w at,l. ••• •• •• • ••• • ••• • •• • • • •• • ••• • f • • •! • 1A • • • • • • ••• • • • • •• • • • •• • .-- •,:. D eck • • • . ••• Page 2/4 • • • • • • • • • • ••• ••• ••• • • • 2 FOOTINGS 2 ••• ••• •• •• GUARD RAIL • • • ••• ••• •• • • A 1" = 1-0" C 1" = 1' -0" • • • • • • 3 7/8" r Simpson EPB44C . 2x4 rail -\ &O ot_< 2x2 spindles — ... ' m 2x4 rail 36" .i Concrete , 111 18,E 4x4 post • - L _�t-,.-e 3,000 PSI — 1F-y R-Pir 1L bs - BLO C) ) > + J +' CL Locx) 1 ! Dc.:. D K. 2 STAIR SYSTEM TO PRE LANDSCAPE D 1" =1 2X12 TREATED 7.5" RISE . STAIR JACKS 11" RUN ME 1111111 ) 1 II. �y i POSITIVE F ____________________ CONNECTION ` . E li I I 3 EA. NOTCHED 4X4 PT POSTS I Af. 1 • WITH INDEPENDANT CONCRETE FOOTINGS