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Plans (49) i17cI zwJ For,c - 1,4-0 (G30,i „___31z.„.11,,,,..--,Ti--- II� LEGEND: \. - , ' ---=�-,�'• -----T-' �`'�•,, ---�- ss SANITARY SEWER Pacific T _ ------- _ VMS r ,,,^ Community i , SD -- STORM DRAIN Desian � ,-._, -_-:::_-----'7z-----_,----_ r_____` PLANT (2) STREET $ CITY OF TIGARD - �� - -'- ' ', 4 WATER LINE ,\-.---,_ ..---�- j TREE: 2" CAL. a a 12564 SW Main Street r _ ° MANHOLE Tigard,OR 97223 KATSURA TREE/ _------- p p rove P! n n i ng l -1 \ a [T]503 941-9484 1'', j _ -- q .CERCIDIPHYLL.UM ■ CATCH BASIN Date: -- l - DATE: 1/25/2016 9/171P3- JAPONICA ; { �:, / Q 4. SW STREET LIGHT Initials: L,J � ,, 4 SW SCROLLS FERRY ROAD ;`3i6 STRAW WATTLE PERIMETER NO. DA REVISIONS E RIPTION I f ----" C:DC_X00 ° 316.0: 316.9 EROSION CONTROL 0 — nn 1 - STREET SECTION, SEE �I --316 t 1--___________------- CONSTRUCTION DOCUMENTS 314 _____ 312- - - 19.34'--- --- _ 1 ---310-_---_____ 8.00' -__— 26 --- --�1, ---- —' PUE _-$6' _ SETBACK SUMMARY F I 1 - °� r° --- ;1\1 FRONT SETBACK: 12' I I t o o�l 0� t l I- I I I. I SIDE SETBACK: 5' _i L I$ _� L- STREET SIDE SETBACK: 10' 1 i REAR SETBACK: 15' lel ', i PORCH SETBACK: 8' 0 10 145 ./ I ; GARAGE SETBACK: 20' E 5' j — -' 3.00' REVISION E 3.00' 8 d;'11 T 3 594 SF e 0• BUILDING: 3413AR a: 7` r, cio 1 j' FF = 309.2 r CN I 11 j —1-HR FIRE - - tiiTI1?p 1 I,j GARAGE RATED EAVES LOT COVERAGE: 1-HR FIRE I II co N RATED EAVES I i 1 f r I 1 LOT AREA: 3,594 SF RIVER 1 r Lu T11 PORCH1Ale I I 1 BUILDING FOOTPRINT: 1,469 SF TERRACE \ I �! ' - -= �i\. 6.00' ' -1 20.00' 1 PUEI 1 1 15.99' `�—\_--, J J COVERED PORCH: 88 SF NORTHWEST 1 14.OQ I 306.5 0 CANTILEVER LIVING SPACE: 0 SF cD PLANT (1) STREET x,71 .0. i COVERED PATIO: 111 SF CO TREE: 2" CAL. .... �_ `� -7 KATSURA TREE/ N 11 i 307.6 i., SIDEWALK DECK AREA: 0 SF 2 r 19 .I__ t---"'_.._.__...._ ---. LOT 145 CERCIDIPHYLLUM - "' co JAPONICA I i i WATER METER TOTAL COVERAGE: 1,668 SF PLOT PLAN _" - = S. SS ---�- ' 5 SS SANITARY LATERAL 46.4 SiN I cb B STORM LATERAL ° s_ CIS — IIS \ — is t]8.00 as IMPERVIOUS AREA: 2,182 SF ing 1 .. .... c-- , SW FOREST HOLLOW STREET �� — � ---- -,.,-----• 6 -):- -- _, :. OFFICE SPY ,.-) N. 'I ,lir------:\---v9-77-: ,;'„ ----v- , r j s ' '; , �� - -_ Cityof Tigard 4) P RIVER TERRACE NORTHWEST (503) 221 -1920 Approved Plans PROJECT NO.: 395-037 2S1 W6 TYPE: CONSTRUCTION B �.___._.,. Dates O SCALE—0 REVIEWED BY, PRE co LOT 145 (R-7, MEDIUM) 0 ,0 20 co RIVER TERRACE NORTHWEST 1 INCH=20 FEET a 17385 SW FOREST HOLLOW STREET RECEIVED APR 3 . 2017 CITY OF TIGARD _ BUILDING DIVISION z---6X6 6X6 r I11 1 - __2LR _ _ ____[_ -_-\_-__----r---..- ^ , >14Lu c$ v) O cc N co O Q I CY ice . 8\CP3 / /4\ P3 9.0/ CPO 4X10STH 14 2x LEDGE 0 HDR (2)2X_,HQ,�,,,1_ ZX1Q .,It _ o ST-ID)4 (2)KING ST�JDS jl ' �+ Fr _ ___��� I 1 W/ TRIM STUD IF li 1 �I11 EACH SIDE IMI I I I I I 1 L --L-__I I I l �I I L-- `J MAIN LEVEL SHEAR WALLS Plan 3413 UPPER LEVEL FLOOR FRAMING 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio Z 0 16 PATIO WIDTH VARIES PER LOT Cr) / D2 � r 1 4),a -.—____\_ ...m4 L., ,..„ Patioc, ID 3(1-'-0" 7'-10" 7'-11%2" LO I I CO I. co � w pc .:z , , i -, 6-0510F 2,65—b SH J- 0 6-0SL -O I I ,• ,. ♦ ,, • Q I � 12 a. � I D2 Plan 3413 . MAIN LEVEL PLAN 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 34'-O" PATIO WIDTH VARIES PER LOT 834/ " 834A" 6x6 PT POT � I 6x" PT POST r-- 16 THICKENED I D2 SLAB EDGE 1 a_ Lu Lu n 3%" CONC. SLAB CO I /10\ P3�/8\ _0,_5„ wz w 5 16,211, P3 56.0 a CV \ / 1.2/STHD14 a N v' 0 i.. STHD1 STHD�4 I ---\ f, IL----71:1_1-38c4 Z_T_f ,-- -1�4 -- 1 D1 I cir w � I I I t I- I 2�/4 ‘>C< I I Plan 3413k z FOUNDATION PLAN 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4,, = 1 p__0,, PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6, A7 MA-1 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. O ROSEBURG FRAMING SYSTEM— ==1“,..74,7.1r.:7,=:::: YSTEM'" �.�N•1, `7..,r.Krw"M`: PACIFIC LUMBER COPYRIGHT 2014 n �•ru�•�••��•�- / quality engineered wood products for today's builder•- ° e , �.° 'I' iRWG These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. KALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber II LAM LVL R�G� R MCom an which retains co rI nts to,andownershi of the lans.Use of these lan5 b an other', III TOBEARINGNGBELOL Company. Py g P P p y y INSTALL SQUASH BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS VIII /� ; www. `_ rEReeTAL,a.HATCH pe In of these Tans,Infringes rights i under the and ri ht Act.Infringes face liabilities that include G BCARUK+AREAOPBLOGKS copying P 9 9 Py 9 9 \` / BELory To POST ABOVE penalties of up to$20,000 per work infringed,and 100.000 per work infringed willfully. /IIIA410P-4,RFPFJoisrROSEBURG b. DUCTS Fb z,�`�reeem �1 R, IIIA ...yea, 0y'"c h CONTRACTOR NOTES: DES/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS Rm-nF,kEF�=r�."�a 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR •amkr-:wo p!I".ae"e,ityeumknr:ra n.cziy y,,,,,„ .,,�,,,,„_ EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS TMITHBEARING TNALLABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERMSE) OF L/430 N.T.5. N.T.S. USE CAUTION WHEN GUTTING FOR PLUMBING PLOORLOAD/ 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE LOAD SHEARYYALLS 1 pf DEAD LOAD I- SLEEP/NG AREAS: TH/5/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD his layout is to be used in con junction with 1 2psf DEAD LOAD rchitectural/structural plans.Verify all -hear wall blocking placement and connectors. ROOPLOAD/N6: PATIO r-——-i l_— PATIO urchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 1 Tpsf DEAD LOAD I I I I R1 R1 - — R�-. — � h RI-_J • 10.-3" 1 D`—e" 13.-3" i 34`-0" II 1.9-3 i -- _ — — I . -----42-- ________= .1,2-- I — !1/42 ' r a2 +Z —• 1 �'— --- PL 1 5-400(MAIN) . _ I - �I' _!3 POLYGON 3413ADD(NEW) I �, - _ I —+� •It Mrk• Material Nlldth Depth Grade Qty Out Lth Tot Lth ' P �! I' JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 - J 1 J 1 - J�%1 J�'1 81 R1 05SRim 1 9 1/2 9 16 144 `� �.�''` . J1 RFPI-20 1 3/4 9 1/2 12 14 153 �2—. - — J2 ___ � J2 RFPI-20 1 3/4 9 1/2 16 34 544 us RFPI-20 1 3/4 9 1/2 5 5 30 (' y�--_i 1 . ''' �a 24 RFPI-20 1 3/4 9 1/2 2 2 4 I (, 1 I, JS RFPI-20 1 3/4 9 1/2 1 32 32 .� J2 , B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 14 42 • ' 52 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 I I, J2 I v I, 2 Accessories I II — 0 H1 ITHO 1 1950-or-ITT 9.5 5 i I O O _ IRT R1 —_—� O O ' � — uA ® CONFORMS TO DESIGN CONCEPT IL ❑ CONFORMS TO DESIGN CONCEPT WITH I —! ® IL u 1 ® REVISIONS AS SHOWN J1 It K 44._____________ Cl El -REVISE AND RESUBMIT N — I - h - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J 1 J 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR(VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OYER THIS SHOP DRAW.14 ING. J1 J 1 By: Arnold R.Solomon Date:December 3,2D15 -1 J-1 — =1 CT ENGINEERING INC J1 I = 1 — IM CONFORMS TO DESIGN CONCEPT — — CONFORMS ONS N O DDESIGN CONCEPT WITH --J4 -- _' 1 - NON-CONFORMING-REVISE 6 RESUBMIT ril J1 J1 -- B4 AI F kw Dare 8/12115._ --------- MILBRANDT ARCHITECTS 'I-..'B3 :----.::::: :....__JI32••: POLYGON 14" OPEN WEB JOIST @ 19.2" O.C. l 3413 A(NEW) PL15-398 UPPER 11/27/2015 MOVE JOISTS +/- 4" TO AVOID PLUMBING 0 4 Products PIotID Length Product Plies Net Qty START FRAMING HERE 9-08-00 q RM1 42-00-00 1"x 14"APA Rim Board 1 1 rRM1 34-00-00 1"x 14"APA Rim Board22-00-01 1 1"x 14"APA Rim Board 1 1 CONFORMS TO DESIGN CONCEPT �• - : iRM1i i RM1 8-00-000 00 000 1"x 14"APA Rim Board 1 1 ® 3— HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH i REVISIONS AS SHOWN '' - RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT I I I 1 BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE II • BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. rn N. N CNN N N N N N N N BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ,,n ,n ,n ,n ,n ,n In � o 0 0 0 0 0 0 ;o 0 0 0 0 0 By: Arnold R. Solomon Date:December 3, 2015 -i ',oi LL LL LL LL LL LL LL `L LL LL LL LL LL LL LL LL LL LL LL LL BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 CT ENGINEERING INC i BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 INCONFORMS TO DESIGN CONCEPT BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑REVI SOONS NT=SIGN CONCEPT WITH BM2 21-00-00 7 X 18 BIG BEAM 1 1 ONOFLCONFORMING-REVISE RESUBMIT • o- BM3 21-00-00 BBO1 1 1 a ;� RIw�S' A 14 A BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MILBRANDT ARCHITECTS1 05•13 IMO — -- - - - BM �L - _ :'%� �- f4-of-co iT l - 0 1 Al'`lit = _ - ®I A B 0 _ — ACCESSORIES QTY MU 1 I lBK1) A® TH017140-2 44 I �X © HUCQ1.81/11 5 I II I I cc HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' m ! 1 HVAC I m i 1 t I I I�. _ BK1=BLOCKING EhriNlr•M , I I: R,' 0 0 7' 5- O O 5 5 RM1=RIM BOARD 40 LL I i!Qo; LL IL M ca LL AL: IL LL LL u.U. 15 DL IRM1I I �, I,o LL LL! I IL; LL LLLIILL' REFER TO STRUCTURAL PLAN FOR ADDITIONAL I POST TRANSFER BLOCKING m m j AND SHEAR BLOCKING REQUIREMENTS. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 IBN I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I 641=113M61-- VI3-O' IBKtii7 jj p- 0-J9- A \18M61 --- RM1 B3 0 ' - !_ — 4 6-0E-00 Q 1—_!_ i— Ii PacifiôLuinber 0I START FRAMING HERE , R 4 = : Ill & TRUSS COMPANY DO NOT: Loosen, remove, cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET SHEET2OF2 O co —. rm— W IN W O _ D m j z -a m Q rn CA) w -9 r 9 c� o D D zi 0 N X m 0 40-2" M z t 1 v 11'-6112" � 1 _ o iv D1 Cl so o n O m0 @ C r Cn n :< D2 (3) /".• 3 06 m ' OD 3 (2) =a 1— 0 71 `D3 (4) ,C4 (3) 91 C D m < 5 Q(j) a Ci) Ci) CO m N ". CD O O O — C Ja • ca w N z wm C +(� + 100'' • O ; 'ii "— -= Ca - I— CDW 8112" .. N r co - W = imi 4 0 �. 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'� CID I r_,_ 4 .0” j Cii) a C ■ 42'-0" 4.1 9 tin 6'-0" 47. 41'-0" _____- © 1.. 4W-01 0 •� =' cc El CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT c- o nCONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH an 30 3 L_1 REVISIONS NOTED REVISIONS AS SHOWN a NON-CONFORMING-REVISE&RESUBMIT _ NON-CONFORMING - REVISE AND RESUBMIT:111 -1 cn THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE > 5 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ZCID FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE o DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE cm PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By Alexia Fukui Date 8/12/15 DVFR THIS SHDP DRAWING MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: December 3, 2015 CT ENGINEERING INC