Loading...
Plans (3) AA 5--rLo1,-- co ii-1 – 3 2_g -, cw A DO �_ (iCoV&. -1-4,(y; LEGEND: SS SANITARY SEWER Pacific \A j , I Community; � 1� I I SD STORM DRAIN Design .-,..--,- \ \, r ', - ___J � WATER LINE ,\--- �— t �_ 271.81 12Tig SW Main Street MANHOLE Tigard,OR 97223 1 Tr 503 941-9484 - r-' ■ CATCH BASIN 2773 ` 30.T, - f DATE: 1/27/2016 �/ - 31 0 _ -.-� 1 - - b STREET LIGHT REVISIONS �_.---.__=..�.... - -""" 1 J,_._, �, �' STRAW WATTLE PERIMETER "' f NO. DATE DESCRIPTION r �, f / -- ice- t. : — -.,.` ' `- EROSION CONTROL --- `� 22.76 r J28 95'- J - ~�'~- STREET SECTION, SEE I I ii —I 0 CONSTRUCTION DOCUMENTS �1 N I �I � '" !+ ` 1 1 1 I ,p= ° , _, t1 -- ECEIVED N}, I ,t4-- I 1 II °�, SETBACK SUMMARY _ --, `yl 1 I / I I R31 r.- '�- - - `, "3' ' IIJL ! FRONT SETBACK: 12'�, �� ` 61 �� 1 I SIDE SETBACK: 5' YOFTIGARD4.OQ 4,994 SF �� STREET SIDE SETBACK: 10' DIVISION = �, ' \ II I REAR SETBACK: 15' 0 ', ' 1 BUILDING: 3413B , I E t I , I I I PORCH SETBACK: 8' \ 'ti 1. FF = 274.3 '\ \ , 1 ^ 62 i GARAGE SETBACK: 20' o I \\ , 60 �, + N l I N , GARAGE , II I I 6 \ \\ , I , ;, t 1 ; ,,I 1 \ 1 X8. 02' I 1 LOT COVERAGE: i� a+ , - +'; PORCH /I , , —�' /w \\ I\ - � ► s! o;� 1� -—~ �`� LOT AREA: 4,994 SF i�up' ____-_,--7, ', A� �- ' �'�_ RIVER 1 \6.00' , 20.12' 20.691 1 '# , _ BUILDING FOOTPRINT: 1,469 SF ;, , PUE I - - 13.10'__ 1 H � TERRACE o \--,:t ter- _r'� --` N _�``�1 — — " 7- p moi, f — % 10 . r�..e. 0, ' 4.1 ` i -1:11i4 ! COVEREDPORCH. 150 SF NORTHWEST \ _____,--- –n \ 42.0' o -- a'q r�_ 273 �� Y11 ' z6E8 h 17' 1( CANTILEVER LIVING SPACE: 0 SF - ` � COVERED PATIO: 111 SF 0 Oa WATER METER 1-- �`� PLANT (1) STREET TREE: I- 7.6 M v - 2 CAL. RAYWOOD ASH/ k 1 DECK AREA: 0 SF SIDEWALK M ' SANITARY LATERAL =--- FRAXINUS OXYCARPA LOT 61 'RAYWOOD' M -. TOTAL COVERAGE: 1,730 SF PLOT PLAN Ir1c _ _ _ - -.-----OS - — STORM LATERAL ___ SW APPLE GROVE TERRACE 34.6 0I , --_ B N ,� —`� IMPERVIOUS AREA: 2,289 SF 1.1 P 55 `o -,..L___ !i / N __----.' - f N N 5 P O __,,, 5 . • .........,. , . . ., k . , . .,. _ a _______, Vaf„ — a 4 TIGARD �_- A"„/ >->-.- -- J� \-c77---------..„__,...-.....__. - -'----Et:_ CITY OF - v 2 RIVER TERRACE NORTHWEST (503) 221 -1 20 Approved �y 4a n�ng 9 Date3 PROJECT NO.: 395-037 0 0. 2S1 W6 a S � TYPE: CONSTRUCTION Initials: SCALL REVIEWED BY: PRE LOT 61 (R-12, MEDIUM) 0 10 0 RIVER TERRACE NORTHWEST O 1 INCH=20 FEET 13286 SW APPLE GROVE TERRACE 2 RECEIVED APR 3 2017 CITY OF TIGARD BUILDING DIVISION x-6X6 6X6 r 1 LR U) LL, U U7 O 1-- .1- (NJ o 1- 0 < i /8\ -7 /12 /4\ �STHD14 P3 \S9.0/ P3 4X10 HDR • On STH 14 2x LEDGER ST ID 4 (2)KING SlJD. II,---'-1( \}+ I 1 —_ ii___��� I I W/ TRIM STUD I� II 11 r I I I EACH SIDE IMI i�-- I I �I I ►---,__i MAIN LEVEL SHEAR WALLS Plan 3413r UPPER LEVEL FLOOR FRAMING 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT D2 / r 1 Q 11 N EL w W Patio 3/4-1-0" 7'-10" 7'-11%2" co I 4'-9„ '1 I w 1. 1 LU i• i I Q ¶6_a 5�0 F 2-6 5-0 SH I I 6-0 * I J-0 SL r--- < I I 12 D2 cO I I � I =�, I Plan 3413 MAIN LEVEL PLAN 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 34,-0" s / PATIO WIDTH VARIES PER LOT 83/4" f ' 1, 83/4" 6x6 PT PO T _6x5 PT POST - i_____03 r Fila I -1m� 16 ---\\ THICKENED I __ r _J D2 SLAB EDGE L -1 a LI LI 0 10 31/2" CONC. SLAB ` I 6.0/ P 3 1.2/STHD14 Ld6 P3 0- .,- 0it STHD14 A STHD14 1' 0 .,/-''' I i \ 1 11- - CP- T— -1- 3&4 -LT 1 . T ' I 3 " 11 /4 i D1 i a I — I ,\ -21/4„ I Q 1__ I I I Plan 3413 f 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'-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6, A7 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" °�^ ^•° °°°- i quality engineered wood products for today's builder .,.,..�N�"w,° ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. BLOCALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber on Com anIGID LAM'LV L R I GI D R I IVI isin II TO BEARINGBELOW. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �� NSTALL SOUASNBLOGKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS _ ' I� PER DETAIL O MATGN copying of these laps,Infringes rights under the Copyright Act.Infringes face liabilities use include BEARING AREA OP BLOCKS py 9 P 9 99 �� 1 `- / BELov TOPosrABovE. penalties of up to 520.000 per work infringed,and$100.000 per work infringed willfully. � / RFPI JOIST ,. i � " ROSEBURG FOREST PRODUCTS I,r� �IIII oRaW "' I CONTRACTOR NOTES: PES/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "^"°mgE UKNe"'°° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR `"r`: °�: .° 9EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI-BLOLKING PANELS KITH BEARING r1ALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.T.S. N.T.5. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD 0psf 3 I— TNl5/5 A PLACEMENT PLAN ONL Y. Ops f LIVINGE AREAS: VE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/N6: PATIO ,--- i_--_, PATIO Purchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 1-1psf DEAD LOAD I I 1 I —S.1I I R 1 R1 r„.—""1-1 I I - -- R1 J� 1i I - 10'-3" 10'-6• 13'-3" - -. 34'-O" I J2 r; _ _ J2 I IT I - - - - - - - -�--42 --- .- — -- -- PL 1 5-400(MAIN) II - — POLYGO• N 3413 ABC,(NEY�I) Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth 'f - -.:.'2 h JB 1 BLDG RFPI-20 1 3/4 9 1/2 20 3 60 -1,1 J.1 J 1 JFl1 — _F1 R1 05B Rim 1 9 1/2 9 16 144 I 1 .J1 RFPI-20 1 3/4 9 1/2 12 14 165 _-- - �� — J2 RFPI-20 1 3/4 9 1/2 16 34 544 .J3• 2 RFPI-20 1 3/4 9 1/2 5 6 30 --_ - N-- = — ,•---,J2 ----- - I - J4 RFPI-20 1 3/4 9 1/2 2 2 4 < J5 RFPI-20 1 3/4 9 1/2 1 32 32 -- - ---> F -.- B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 14 42 52 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 J 2 II - HO � . �--- -______ - .� -- J - -- — 0 0 J2 Accessories �- -- _ - '-- _ - A-- - -12--------a4 j ---- H1 [ HO1"7950-or-ITT 9.5 5 T -12_ C R 1 ® .- R 1 w '^---a.:$:�:- :__....... .;:::'., _. _ -8-4- _ —_. . _, WITH 1 } } } __ -T CONFORMS TO DESIGN CONCEPT I J5 -._ --a-t----j-i- 1L- U.___ I J � g} - JS Rr _ - CONFORMS TO DESIGN CONCEPT ® ® REVISIONS AS SHOWN --J1--- J1 _ _ It ❑ NON CONFORMING-REVISE AND RESUBMIT N (V - .- a- \ THIS SHOP DRAWING HAS BEEN REVISED FOR GENERAL CONFORMANCE J 1 t WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE —.r ---dl________, DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING, R J 1 1 By: Arnold R,Soloion Date:December 3,2015 - -- a CT ENGINEERING INC IJ __.. - ®CONFORMS TO DESIGN[ONCE PT I ---J-1- 1 CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 11 y - NOH CONFORMING REVISE R.RESUBMIT -� -.J .j.4___________-__ -� '_- -4 _' By N F k ISe 8/11(15` MILBRANDT ARCHITECTS - 8 J8 --Li5� J 1 J01 I J3 J3- J I t': J3 --d-a J3 LMPOR TAN77. �� START START / REFERENGE INSTALLATION GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION I PORCH 1 HERE HERE 1 PORCH I LEGEND: ( H }- =HANGER GALLOUT PacifldLumber �® -SUPPORTING POST COMPANY ED -POST LOAD ABOVE & TRUSS R -RIMBOARP 105 1 5 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)558-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 3413 ASD(NEW) JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST GALLOUT PLAN DATED: 11/23/15 5 -BEAM(FLUSH w/JOIST) NOR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT DESIGNER: KAMIL.NENDER50N DATE: 11/21/15 BBO--BEAM BY OTHERS SCALE: 1/4"- 1'-0" PL 1 5-400 (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 19.2"O.C. 3413 BD(NEW) PL15-399 UPPER 11/27/2015 MOVE JOISTS +/- 4" TO AVOID PLUMBING c Products -__________,_ PIotID Length Product Plies Net Qty 0 0 4 Q J-08-00 START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 �I RM1 34-00-00 1"x 14"APA Rim Board 1 1 �RM1� RM1 22-00-00 1"x 14"APA Rim Board 1 1 CONFORMS TO DESIGN CONCEPT !i I RM1 8-00-00 1"x 14"APA Rim Board 1 1 ® HVAC RUN I RM1 7-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH ', II REVISIONS AS SHOWN i RM1 3-00-00 1"x 14"APA Rim Board 1 2 !!! PIBM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 El NON-CONFORMING-REVISE AND RESUBMIT BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. N BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 1 By: Arnold R. Solomon Date:December 3,2015 el LL '� :� BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM1 O 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS TO DESIGN CONCEPT BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑REV S00NS NOTEDSIGN CONCEPT WITH DNONCONFORMING REVISE BRESUBMIT L ill BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 . BM3 21-00-00 BB01 1 1 .o 0 BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 , Alexia Fukui H I 8112/15 �'e� ® MILBRANDT ARCHITECTS t --_ . _.:M1 �_ - +l 05-,3 a I- = •= ilT I _Bs. = = . = ..._ c_,, 14 cc 1. -D. ACCESSORIES QTY LEI it u[RM1J ® THO17140-2 44 III II II� 8 © HUCQ1.81/11 5 11111 C HVAC RUN Ij 1x14 OSB RIM FOR SHEAR BLOCKING 25' 11 II m BK1=BLOCKING FLOO�LOADING Q7 p I I I RM1=RIM BOARD OLL • o o io o v v v i RM1 15 DL LI i o 0 o REFER TO STRUCTURAL PLAN FOR ADDITIONAL� 17i' POST TRANSFER BLOCKING m mAND SHEAR BLOCKING REQUIREMENTS. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. FLOOR DESIGNED TO MEET OR EXCEED 1../480 DEFLECTION CRITERIAII EMc _, A IBM'---- 3 _—!131'4161-.— --------,4",_3�:14 I IIBM31 lid IMO4 6-08-00 q NOW PacihiLumber 0B4 q <STARTFRAMINGHERE & TRUSS `1 COMPANY DO NOT: Loosen, remove. cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=11-011 on 24"x36" SHEET SHEET 2 OF 2 o 10 u co w � C.A.) > m - Z m 0 ni Q w w - r— DJ CD C o GG)) N ' X m O 5341/2" m 007 z m 10'4 1/? 42.0• 1 o v 814' 4 � gp c g N '� ,... 4, = �bwg E maLL "IP Il; m z w T C I- 2 \ J1 FT, Ilial I . 1711 _ = --1 ..11 -i: al (6) KM � III -Q. -5 NM weal NI � .,n .1. o m rn , (,)mn m Of cn n CD O 0 O = N 12arl 11AUFI " N w r:.) W m , V) = o "___.../ -4 Sl�' ' N 5 - 'MN ,-, g 2aji_ I CD C Aill \ I 14\ B ...., 112 a 4 0o 0Omp W i O 625. 00ZDz72rm Q- mmmwzzmoc10 e g nm i amiiigi 001 � ig ; „ c„(L,m0-z�mr = -Dzo-mOmnmz "I , • `k 7, —„ ,➢,mr--, K -+ ., . �DzmO OOpnO0 • )J1 O�mC>,Jmz_cnr_z< ,.7. oz0�ozroc�,o�o PJ2 �_CEO 1111,71711K / ' 1 ‘\.7 C.18 l wmTICnomo_C-ic-nm i2 fl. �mO rn0mC �Z07 Nmil, (�� CDO-�C�O ' � I� mo Cr O�oZCpp Xrp°C _� - 02UL -ill:NI I. `G is 2. ? -100 1 •• , ; n. i Gr • ,,i,-.;1 . _ CA or. co 11112 'Ih'- IIIAJ Irv' \ CaCD 1 PA E.D. .... J1 . Po CM) 13 Al 112 111 iii C Si c Ngil° 1” & e oz-low49 [ gra g E C mah O ,____----l‘IMIII '3 ce, � CONFORMS TO COIGN CONEEPT c. Ll CONFORMS TO DESIGN CONCEPT r,, 3 c CONFORMS TO DESIGN CONCEPT WITH n CONFORMS TO DESIGN CONCEPT WITH 0 DREVISIONS NOTED REVISIONS AS SHOWN t 12/. c 201 iv 1=1 NON-CONFORMING-REVISE&RESUBMITNON-CONFORMING - REVISE AND RESUBMIT yr CD n. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ZWITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE n., THIS OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN a DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By Alexia Fukui Date 8/12/15 UVEH IH15 SHUT' DRAWINU. MILBRANDT ARCHITECTS By: Arnold R. Solomon CT ENGINEERING INC Date: December 3. 2015