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Plans (52)
7oi7 -- i) ,02,4-) I 1,103 &St iA10 1...-v PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM- .=°'^°°^'_° I qualify engineered wood products for today's builder" so_t=c k.,a I These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4. ��ary $� p/� SOLID BLoc.ALL The plans may not be re-used or'copied,in whole or part,without written permission from Pacific Lumber RI�I®�AM>L�L $\1�'S!R BYI 'll III TO BEARING ELOJE Company,which retains copyrights to,and ownership of the plans.Use of these plans byan other ,0 I TO T5FR MABOV. P p P y ,I� ' w,., INSTALLSOVASHBLOGKBproduct supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or r ' 44II11 PER DETAIL 1d.MATCH p y p RosEevrrmFnR€sTPRaavcrs ROSEBURG FOREST PRODUCTS BEARIIK AREA OP9LOGK5 copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include � /� r ``,_ /` BELorvTOPosrABovE. •enalties of u•to$20,000•er work infringed,and$100.000 per work infringed willfully. /Ij�� �s RFPI JOIST_ V RQSEBURG FOREST PRODUCTS a< Tm /A/ CONTRACTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAE -u_�,x,-.!-�..�� DESIGNED TO MEET OR m,: -,•;ms's yc°'-. '°"'°`� EXCEED THE LIVE LOAD 2)ALL FOOTINGS PER DESIGNER:5 PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCK INC PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAILOFL/430 (UNLESS NOTED OTHERWISE) N.T.5. KT 5. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEPING AREAS: Th'/5/5A PLACEMENT PLAN ONLY: 3Opsf LIVE 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. ROOF LOADING: Purchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 1-1 psf DEAD LOAD I PATIO 1 i PATIO 1 I I R1 1 R1 R1 R1 I mo, - = Ili 10'-3" � 10'-6" I', 13'-3�,. - 13'-3" 10'-6" 10'-3" -3 ---- - J-3- — — __----- —— .13 - I�I• .3 — til— J3 = :Q� i JV_ li� — I______ —_ 111- �J'__ _ ® CONFORMS TO DESIGN CONCEPT I� 13 1. JAI. _ ❑ CONFORMS TO DESIGN CONCEPT WITH f _ ; I IIC REVISIONS AS SHOWN 4=0::-..t* .11 ❑ NON CONFORMING REVISE AND RESUBMIT ' = I. —43 — I c - _ — --- I —-- — J3— -k--- - —= AA CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED GENERAL CONFORE "1 4 JS =All - 11 J3 Yi = WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R^�1 :7,. J) 1 /7 JB1 — J 1 J 1 R1FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE �3 --- F____ r — J3 -:'I ------ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY '4 �IJ. Y �• OYER THIS SHOP DRAWING. L 1 d3 -_ fI it --_— _• By: Arnold R.Solomon Date:October 26.2015 � - - - --- - - _ ---J5- _-1 CT ENGINEERING INC ❑X CONFORMS TO DESIGN CONCEPT D J h Js _ I pd ® R1 R.1 ® D4 jl CONFORMS TO DESIGN CONCEPT WITH rs) A7 ry - — J'3 REVISIONS NOTED 'r�4ir- B1 = _ _ ez,r--- `J,r 4tj fl 16=I--- - - 1'�r �I` .#5 = — —J5 \I'-- J6 -_ - 0 NON-CONFORMING REVISE&RESUBMIT OLi J3 JI E 51 -' - -B 1 4 J3 4111, -` _ O THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE II WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 - .11 ,� _ y ,, R 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 1z- J" ® DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE = J2 = J2 = PRIORITY OVER THIS SHOP DRAWING. IZ N _____,.:2_27 J2—_-- — J2 - ry By Jeremy Pfarr Date 10/16/15 •i- -I2 = J_2 6 MILBRANDT ARCHITECTS / . -r• J2 J? -_ J2 = J-2 = R.1'c J2 = JR 1 J G 1/- J2il J_2 J=1 J-1 I TNG _s; Ji1 l I 1 IFRAMING HERE `11 J_1- �`= HERE ,.,_- -1---,J=1 ,1-,--1- -=. J • ' PORCH PORCH IMPORrANr-�- REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAIL5 AND I-JOIST INFORMATION PL 1 5-355 (MAIN) POLYGON POLYGON 34 10 BD(NEW) v Eat x �LFGE/1�D: Mrk# I Material I Width -• Tot Lth : II! : "' �� r ( H}_=HANGER GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 5O .6 5 f '' = R1 O513Rim 1 9 1/2 10 16 160 ® n =SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 5 6 30 & TRUSS i`, C O M P A N Y e =POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 12 14 168 J3 RFPI-20 1 3/4 9 1/2 16 34 544 R =RIMBOARD J4 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 L8 =LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 12 1 2 PLAN DESCRIPTION/NUMBER: POLYGON 34 1 O BD(NEW) J8 =JOIST BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4"= 1'-O" J =JOIST GALLOUT B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 PLAN DATED: 10/21/1 0/2 G0 8 =BEAM(FLUSH w/JOIST) Accessories HDR =HEADER(BEAM BELOW JOIST) H1 ITHO 11950-or-ITT9.5 5 DESIGNER: KAMIL.HENDERSON DATE: 10/21/15_ 0/27/15 880=BEAM BY OTHERS PL 1 5-3 5 5 (MAIN) SHEET: 1 Of 2 ED 13 "ti co > m � .. R, ® ° o ® - 0. r- � CA oW a IG)) r- = y 1 ® m O cn o Z FDI IN)00 Z _ 52.5' -°a 13'-0' , - 39'4' CD I 2, n o 20 m � 1:13 0 =; m z - - T. - - - - - CO c o c f •` /, i 3 O0 m Cr = -, II CD Q. - N -1 .ii . c ato1 Y) zi c'n 9 r •� D m m m CO \\\\\• , c 5 5 C T cn cn cn m / aC Ca. N m I IN w r.) -� _ N CD e Ol 9 N i i , C 4 i Al Clr+ Q. o WOomo ri �mp1-O ' p , . CG) C— m-{ m - Qz OGz>z >pmmZZ-n* '-071( .... acg, �DmCW„orr,WK> pZz Q >zO OOm > � 7.7 z „O-lTrn � -ti DzO—OOp°O� 0 mmr- <OmOXZQr--Z n u H>mD-HD�- 000Ocrc-mm s* (pm�wzmr-cozmm i _L_ A A I 8 i 0 Q �mO0,mZ-1 j)> 1 1 d , I pDOP�c)O=rz , • , 7.0 w Cr C7 r mrp�-I `< -'-O-CX X O N • r n �� V (6) 3 N , CD SU O - , N �� f Cl) � � 2, 3'-51" I 38'-10' o 4( n CONFORMS TO DESIGN CONCEPT WITH 52'-S' .� . REVISIONS AS SHOWN o [1 NON-CONFORMING - REVISE AND RESUBMIT rt 3 ® CONFORMS TO DESIGN CONCEPT 0 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE CONFORMS TO DESIGN CONCEPT WITH WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE N REVISIONS NOTED FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE Er � � 3 El NON-CONFORMING-REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY '`` " OVER THIS SHOP DRAWING. N THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 0 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE a;xFABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Arnold R. Solomon Date: October 28, 2015 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfaff Date 10/16/15 -— - -m__.. _ - , MILBRANDT ARCHITECTS POLYGON 14" OPEN WEB JOIST @ 16" &19.2" O.C. POLYGON 3410 BD PL15-355 UPPER 10/2812015 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 THIS AREA IT O.C. START 19.2'O.C.HERE < ® < RM1 24-00-00 1"x 14"APA Rim Board 1 1 OVE JOIST FOR HGR CONNECTION J 23-06-O8 c' RM1 12-00-00 1"x 14"APA Rim Board 1 1 / VE JOIST FOR PLUMBING 13-01-00 CCN IRM1I _ '_= RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +/- 4'I TO -a- - -�'— ? 7- ?,`° -- —g- RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING 1 BK1 19-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 BM9 15-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-314 x 14 1 2 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 • BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F� "; , WINO t�:r-. c ° �� _ p . , BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0, I BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 C7 co co i c'O M s m ;6- iti f` I` r 18 :.ifs 1,i ® CONFORMS TO DESIGN CONCEPT 0 0 0 I, o ,o LL 0 o o ,eve' III BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I. `� `� `_ 'LL `� u LL LL .LL LL i BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CONFORMS TO DESIGN CONCEPT WITH i`o 0 0 o iI BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN ii LLI LL: LL LL ,LL ; ';I BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 NON-CONFORMING—REVISE AND RESUBMIT Ji i' BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCEBM6 21 00-00 5-112 X 16 BIG BEAM 1 1 BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE a 0 3" I ' I `_ BM13 3-00-00 BBO1 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY i •I • ::K1 —;_ -042( 4I OVER THIS SHOP DRAWING. 4- •BM2 , o- c)';mac* � ' 12"D-1fBM TQ�y J I.-" sir ACCESSORIES QTY B Ii" Z U I By: Arnold R. Solomon Date: October 28, 2015 I E m I ° .14 NI " O TH017140-2 36 i�? RM1 !I iI © HUCQ1.81/11 3 CT ENGINEERING INC ° s 11- B T - �__7 = = _ H 1x14 OSB RIM FOR SHEAR BLOCKING 28' , .6_- _ = II I —�BM3 IBM1I H-.- _ s I2 © TFL1714 I 1 ® CONFORMS TO DESIGN CONCEPT 1 0 $, I FLOOR LOADING ri CONFORMS TO DESIGN CONCEPT WITH h BK1=BLOCKING 40 LL REVISIONS NOTED , 1 o 0 0 - 0 'o mill RM1=RIM BOARD 15 DL I , L_ LL LL FILL LL -;LL 11,i 0 NON-CONFORMING-REVISE&RESUBMIT =_ _IBM31_ 3 =o I 1,11 REFER TO STRUCTURAL PLAN FOR ADDITIONAL — N• LL POST TRANSFER BLOCKING THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 0 I . LL I LL', I AND SHEAR BLOCKING REQUIREMENTS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I G a w ` a 'o'K& ' .:.,4,` *, ,", "q P �4 "T ' i'`,,'?g I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN B I,IWN-ti I DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE I o I 'oo' o' PRIORITY OVER THIS SHOP DRAWING. <-,I LLLLI LH a ' IA I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I By Jeremy Pfarr Date 10/16/15 m ii o i o 01 ; ; 1 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA IILL l'-!( 1 I MILBRANDT ARCHITECTS .,LLi 1, BMHl hi B'M'3 BK1 = _ _;. _ — -_ o( -:-, �a II [BK11 I'u=, RM11 I'` o Q �: _ rBM9i IMO _ OOBNGV j .I. s' i ,q = DO NOT: Loosen, remove, cut or notch any part of the open web joist. k — ,?-.e JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS ',\ COMPANY SHEET 2 OF 2 Ap _ \ O -I..: LEGEND: _- ._- R _ arc S FERR ; -- ".. -:PLANT (1) STREET , 1 P 1 f t : 1- SANITARY SEWER r , H / 5W SC�0 --4:----,-----\- -----------7: ,`,- TREE: 2" CAL. \ ! :.. Gomimuunity = - k r Deslkge ed s �`' . KATSURA TREE/ STORM DRAIN ti _ �� r WATER LINE ,,P f. 1, ����' 3,;;,--":13---5-'--- _ ���� : �� — CERCIDIPHYLLUM �" \ 12564 SW Main Street p� s f: i1 r_. ^_ r - `" ' 6 MANHOLE I Tigard,OR 97223 A 9 0 1, -" - I N ] 03-941-9484 JAPONICA --- �\ _- -,---�, .. ,c.. ..a /.h _ -- ��r = DATE: 1/25/2016 ®ate. 4 16 0 ��" CATCH BAS 315.1 _ )/-3 STREET LIGHT REVISIONS Initials: tv /.- __–_ ----�4a f` _ _- _ — PERIMETER a - —"--�— - . ? NO. DATE DESCRIPTION 4 r STRAW WATTLE ``-= \-- A -----——- ---- i cDmcDc) 1_ 314-__ _-__.._ EROSION CONTROL 312------ — — ___ — STREET SECTION, SEE II L — -20.02'—� ___________ _ _ JI 1 — 310 -----1— _._:-r 8,00' ___-__t_ _ 0 CONSTRUCTION DOCUMENTS ,1 3as 27.51 - PUE ._...- ._._..W-....:�...._....__.... I ..� ,I , .I I I SETBACK SUMMARY I I �1 1 1 ;1 11 BA ;I J iL_, ;L r ;L IL- 1 1 ��I \ FRONT SETBACK: 12' '\ ; 11 ; \\ SIDE SETBACK: 5' I , \ ;j ; ; STREET SIDE SETBACK: 10' \ 11 144 S I I N. i 1 j 3.00' \ REAR SETBACK: 15' N 3.00' , 1� 3,59s SF I �\ PORCH SETBACK: 8' 11 BUILDING: 3410BR r:, q 14 rc 143 11 ,� GARAGE SETBACK 20' E , I 1 I FF = 308.0 y ti _ �x- - a_�_-. .-... .,_K,�F��r..,. ��_� _�ti__ , co \\ 111i ' 1 ` 1-HR FIRE \`� A ` r. 111 ' I I RATED EAVES \ , o I ' 'I 11 GARAGE ; I r 1-HR FIRE I RATED EAVES I 1! \ LOT COVERAGE: M � II Ti1il � ---- i-- r k(� 11 \ I 1 1 !I LOT AREA: 3,598 SF N'LIIr_____,..,_,_.921 11% PORCH 1� I 6.0-0' J RIVER LL,LLJ = 1 sr16.13'-0. \ t 20.09' PUE BUILDING FOOTPRINT: 1,443 SF TERRACE — — — ; -10.02,- - - — — - - - - - — —305.4 .. ����i..�o.��'.•..�� NORTHWEST .1 — COVERED PORCH: 140 SF \ r CANTILEVER LIVING SPACE: 0 SF PLANT 1 STREET ---;�,\11 — �_ - r; I306.5 Li o TREE: 2" CAL J - COVERED PATIO: 111 SF i �� ,fie KATSURA TREE/ _ _ __ ; WATER METER .i __ ` SIDEWALK CERCIDIPHYLLUM ;S - ,� ;t;. --- SS - DECK AREA: 0 SF JAPONICA SANITARY LATERAL =: LOT 144 Ii B / / STORM LATERAL 28.00' TOTAL COVERAGE: 1,694 SF PLOT PLAN Lo – o _ 47.1 a s as CSS SW FOREST HOLLOW STREET "0 _\, — -- C IFFF COPY — __–7,A – \— IMPERVIOUS AREA: 2,234 SF u /C0 61 f o P I� l O 1.3 ? �' _ to ice_ a�� V S EL- _ f a i , 1, I 1 .r - _. 1,.--\L---7,--,------7—: o o t _ _ _ -- _ City of Tigard 2_ RIVER TERRACE NORTHWEST (503) 221 -1920 Q Plans I PROJECT NO.: 395-037 2S1WO TYPE: CONSTRUCTION By:IIO. O M . _ p SCALE REVIEWED BY: PRE CO LOT 144 R®7 MEDIUM S` . 10 0 co Ln ! ) RIVER TERRACE NORTHWEST Q1 INCH=20 FEET 17405 SW FOREST HOLLOW STREET RECEGVE* APR 3 - 2017 6X6 6X6 CITY OF TIGARD 7 BUILDING DIVISION ,____i_______,....,...,,,,....,,,e m m , <�..._# u-� W U cn Cn O D F- --d - CN -CD O I-- 1 O Q r` Cr 8\ /4\ 8 EP,3- ,/ 1.2 \r/ P3 lop STH 14 __ 4X10 HDR 2 2 10 H�,:� 2 STHD14 -- 7 '-2==,........,...,,v,,,,,, (2 2 6X12 HDR 2 6 i:�j"" ""' :> . � ..�i:"• J * z®�®®D m�®®®gym ®, _.. R HDR `'3 I, 1 1 I .____, I I �II (2) KING STUDS u `_ -�J I III W/ TRIM STUD O - -- III C EACH SIDE MIN. N I J '," Ian 3 MAIN LEVEL SHEARWALLS UPPER LEVEL FLOOR FRAMING 1/4 = 1 -0 ENGLISH REVIVAL - Optional Roof at Patio CD2.) PATIO WIDTH VARIES PER LOT 1 (- . 7 r. 14'-33/8,,: Eli Pati® c) 34'-0» • 7'-11Y2" 7'-i 0'„ 5'-1y2" 4'-9" 8'- A4a 44 • I CO Irs w • 0. 5-0. 5L 1 2-6 I 5-0 SH 6-0 5-0 F 2-6 5 0 SH O ., ,� - o'I I , r— _ _I , � J c•-- 0 • I DW'-r--- --- Q ci ® i La_ a) 0 IN L D2 I I -d- c 1 ,; to 1 n 3 L i MAIN LEVEL PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio A r 3'-3Y8" ' r PATIO WIDTH VARIES PER LOT 6" 15'-11%2" MA 83/" 834" r r .� 4 ,r - 6x6 PT POST \l', , 6x6 PT POST l '27;\1- - LAr J THICKENED 7- 41),wi� SLAB EDGE 4'-6" 1 0 0 o 2 6'. 3,-6" CD � O 31/2" CONC. SLAB w 8 � !Ci— Lf) " C° -0 _5 j /1O\ /8\ / P3 105S1.2in w46 \S6.CV P3 S1.2 rT -_3.TH�14 __ _--- --_STI�DJ4 --2- /-STHa14- -_ �THQJ4 am T -,-- E Ff -1 f r 1 f/ - t Elj x L J 3&4 -21/4” L— 9 —J —113 „ i Q Di 4 I `� s 01 © 18X18X10 FTG Nan 3411 - FOUNDATION PLAN ENGLISH REVIVAL- Optional Roof at Patio r) til PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN • DATE: 03-21-16 SCALE: 1/4" PAGE: = 1 -0 PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6 (Sc A7 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. p yp tally.