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Plans 1N �" .%'LC-- C C:�C O-k S\ �, 7 c� �t \lSL. �"- . �( _ �' ( ` ; �` I LEGEND: B � , , II ' IL 1 I ` D ^ I ' Pacific 1 1 I E I —ss SANITARY SEWER Community > ° I w j/ s�rl: I L ' I _ SD STORM DRAIN Desi n z , i ,\ -1 i r f :I:sitR o WATER LINE CITY �� zw f PUE I I 1 —I I i 12564 SW Main Street © • MANHOLE Tigard,OR 97223 Approv` ;L,.., ';an ing •E ; W 1, \ I 503-942-9484 • �! N W CATCH BASIN Date: / 9// /I 1- , I 1 DATE: ,,,,,20,5 II cn ., \,.240,2 I + STREET LIGHT V y 1 241.3 REVISIONS Initials: i_SI N ii - _ 48.4_ _ — STRAW WATTLE PERIMETERNo. DATE DESCRIPTION I — EROSION CONTROL28.00' � 1 10.85' STREET SECTION, SEE I PLANT (2) STREET `' S ♦� 18.85' �� I N CONSTRUCTION DOCUMENTS 0 TREE: 2"CAL. t\y '� I YELLOWWOOD/ I I I SETBACK SUMMARY „....„ CLADRASTIS ', e °1 ' s �� KENTUCKIA �/ ' BUILDING: 3410DR : i , FRONT SETBACK: 12' _ I _V5 \ I i i i P ' FF= 242.8 ” I 1-HR FIRE SIDE SETBACK: 3' `J I ° „ ; - I 71 I r RATED EAVES STREET SIDE SETBACK: 8' 'I� '�'t 1 4,049 SF S REAR SETBACK: 3' �� S' y 4- _ o I PORCH SETBACK: 8' _ii\N` If sp I , o I 1 , i s as 70 SANITARY LATERAL , �I I i ` I 11 I it I��.� 11.43' ' STORM LATERAL � ' ,.�,�; T GARAGE ; I I �, r N =-'. S � 3.00' �a 11 , \4J it ___ ri_ a ° I PORCH ' .1 �� \ p I�'—-— LOT COVERAGE: N l \ 'i n 1p \ k.picr\ 1 II\ 1 ;rr- ( f I----L-- LOT AREA: 4,049 SF VISION CLEARANCE ` 'I �`y1 i 17.99' 28.90' I --6.00' RIVER 1 TRIANGLE �/s�.1,440,1a -q ! ___ o ❑1 PUE_ X � _LEI BUILDING FOOTPRINT: 1,445 SF \ / �►. ` a, h ,— i C. — I TERRACE – l 00. 240.7 1 \`iS4 ' - - - - - --_I — — \ \ / !�� ( �Q � ���� � -� ---` — — — COVERED PORCH: 72 SF NORTHWEST W \\ it.: llt�►`�gliiiir,.lam. _ >'� , x \ as , 10.4' ' A CANTILEVER LIVING SPACE: 0 SF �' \ �.L X241.1 3 \ \��O / *" ` \ o --i—� 141111111111111, COVERED PATIO: 0 SF o - /101, �� ,`� ---WATER METER s / DECK AREA: 0 SF \ \\ /Y�\/ minimw LOT 71 -- TOTAL COVERAGE: 1,517 SF PLOT PLAN . •`� \ `\ PLANT (1) STREET �' _\ 0.co `'� TREE: 2" CAL / co \\ i\,..= YELLOWWOOD/ SW PUMPKIN VALLEY TERRACE B 28.00' 37.5 % �v >' �.� CLADRASTIS KENTUCKIA co' \ / \ \�\ 0 /�SS ',/.! ji \ IMPERVIOUS AREA: 2,101 SF 3 / ` \ '1p`"? / 7 �j 1, ' �/� ° \-�.1 G 4 VT -7,- -— ...-' z.-_ ,,..; _ ___ _____x _ o o RIVER TERRACE NORTHWEST (503) 221 -19200 6 C PROJECT NO.: 395-037 a 2 S 1 W 6 TYPE: CONSTRUCTION 0 D LOT 71 (R-7, MEDIUM) SCT REVIEWED BY: PRE .3 10 0 RIVER TERRACE NORTHWEST ,INCH=20 FEET 13429 SW PUMPKIN VALLEY TERRACE PACIFIC COMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" ed4. .N.: .:R rrteered wood "" quality eng' products for todov"s budder- -..... .,.. These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. .R....-.. solm a�-�^'^�- The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber _ I�� rows rno,..a.v. ,1pjpO,,,,a"",,,y"",,,, .TO ae.n Ns soon. Company,which retains copyrights to,and ownershipof the plans.Use of these plans b an other (�L ■M� i�(/ I■� M ,I�/ ' , III INSTALL sows«eLoccs ro pp Company is strict) prohibited.Unauthorized use or �� `�—"•" Z` ��•©�'a*as p.w PER cera is n.rc« product supplier other than Pacific Lumber C.o y y pr -------_ , Sawn.,AREA OP a1.ocas copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include a4a2Fsi PnObUCn aeocEaAxr ntwexFn/raoucrs \j ` / eei.aw ro rosr.sove. penalties of up to$20,000 per work infringed,and$100.000 per work infringed willfully. / fKYSfatlX9 i ����� RFPI JOIST i- �� ,,,,, i , i~- +.I CONTRACTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ..w.a-.,�;~—M °�-+ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR Po (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFFfBwckmsPANELS MU BEARING rvAUABOVE POST LOAD TRANSFER DETAIL - 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 NTS. N.T.S. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/NS- FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS THIS 15 A PLACEMENT PLAN ONL Y. SLEEPING AREAS: 3sf LOAD 2sf V This layout is to be used in con junction with 1 psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/N6: I purchaser responsible for approving this 25psf LIVE LOAD PATIO PATIO I ayout prior to any construction. 1-ipsf DEAD LOAD I 1 r R1 R1 R1 I R1 i 10'-3 10 6...... }-_.- 13 3•... _ Y .13 3 -1[I 10-3"J3 '[ 10 3 J3 } I1I. ! 1j4 I-13 j JB 1 .. 1- J3 I I 11, i • I. ._. yam R 1 ...1111IJ3 J �. .... J 1 J3. J �... - .... -.-..1 , 1 I I ... J3 }� ; 1 -] 3 I y J3 d J3 O J3 IJ3 } I Iw = ® R1 R1 ® 1. .... �l J3 i Tr _ B1 --- ==61 -.— T't�T _- J3. { .... _. .OD :D ._.. • e. i e. �- ---- - _ ---1. J3 _. 1. __. _. - . B1 7 ...... ___. t - r ... j J2 f2 LL Ito- o • J2 __ __ .. J2 J2 .... ... .._ _... J2 .... ... Si R1 ... .. .72 .. ... 7 J2 ' ..: J2. ......:.:.:.:.:.: .:..... ......_..:. J2 :.. i B2 a- f . B2 J1 START J1 Jt Ji -Jg• JB1 .._J1 _. , START FRAMING 1J1 FRAMING HERE IJ1J1............. .: ... Ja� / HERE PORCH PORCH - — REFERENCE INSTALLATIONr` "' GUIDE FOR ALL FRAMING 0 CONFORMS TO DESIGN CONCFT DETAILS AND I-JOIST INFORMATION fl CONFORMS TO DESIGGN CONCEPT WITH PL14-55E (MAIN) REVISIONS AS SHOWN YO?!•t ONFORMitr^u-REVISE WlD RESi15Ni' LEGEND. POLk• YGON 341 O BD r F .s,Arta ha y Ee Fr aEVER,sh Ra p� MrMaterial Width Depth Grade Qty Cut Lth Tot Lth i a'E N m eF- w r a F ' ( H }-- :ia 1i n c r; a 0 r aae Nex ETH d /-� HANGER CALLOUT `J JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 r �.sw s,.>,a, r ar. s L �t s 41:911, R1 05B Rim 1 9 1/2 9 1 6 144 0,-.0 ,I".17 7. Y%AM'',swVOL:,zt,ctiE:rI.M. ® -SUPPORTING POST J 1 RFPI-20 1 3/4 9 1/2 5 b 30 Tald A.EatA 1. October so 2114 & TRUSS COMPANY ED -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 12 1 4 168 CT ENGINEERING INC R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 16 34 544 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING MAIN FLOOR JOIST LAYOUT J4 RFPI-20 1 3/4 9 1/2 2 2 4 gi CONFORMS TO DESIGN CONCEPT • SCALE: 1/4'- 1'-O' J5 RFPI-20 1 3/4 9 1/2 1 1 2 1 2 n CONFORMS TO DEOGN CONCEPT WITH PLAN DESCRIPTION/NUMBER: 34101317 JB -JOIST BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 22 22 i Llr�REVISIONS NOTED CUSTOMER: POLYGON J -JOIST CALLOUT B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 1 4 28 i 0 NON-CONFORMS.* a RESURMR i PLAN DATED: 9/19/14 B -BEAM(FLUSH W/JOIST) 52 BIG BEAM _ 3 1/2 9 1/2 2.1E 1 3 6 HDR -HEADER(BEAM BELOW JOIST) Accessories _0.KIM, DESIGNER: KAKI L.HENOERSON DATE: 1 O/2 1/1 4 BBO-BEAM BY OTHERS H1 ITH01 1950-or-ITT9.5 5 Ep aDuod RBumett ra.A to/zzha i MILBRANDT ARCHITECTS i FL 1 4-358 (MAIN) SHEET: 1 of 2 WH CONFORMS TO DESIGN CONCEPT ERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE ROW,PROVIDE POLYGON 11 CONFORMS TO DESIGN CONCEPT WITH ADD'L BLOCKING OR WIDER RIM MATERIAL REVISIONS AS SHOWNAS REQ'D.ELSE LAP SHEATHING PER 3410 BD DETAILS EllNON-CONFORMING-REVISE AND RESUBMIT PL14-358 UP H THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 10/21/2014 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR'VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 14" OPEN WEB JOIST @ 16" & 19.2" O.C. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF MICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. Products By: Todd R. Eaton Date: October 30. 2014 — PlotiD Length Product Plies Net Qty CT ENGINEERING INC RM1 37-00-00 1"x 14"APA Rim Board 1 1 G HIS AREA 16'O.c. B < START 19.2"O.C.HERE oo RM 1 34-00-00 1"x 14"APA Rim Board 1 1 / OVE JOIST FOR HGR CONNECTION 23-06-08 ,© RM1 24-00-00 1"x 14"APA Rim Board 1 1 OVE JOIST FOR PLUMBING 13-01-00 RM1 k RM1 12-00-00 1"x 14"APA Rim Board 1 1 6 . .bf•� ::�s . ,�,.._tI :, _ _. _it- RM1 9-00-00 1" x 14"APA Rim Board 1 1 1 1. ' i ' , ! v I " 0,„„; 1 1 , F RM1 3-00-00 1"x 14"APA Rim Board 1 1 BK1 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 A, II BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 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 o LL _ _ LL LL O BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 -LL k '� BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o f o o' o 0 CV BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 5 BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 /� A � � BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 1 it -i,-04 iii --IBM2 rBRIOI � i �� BM BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 O � � p BM12 4-00-00 5-1/2 X 9-1/2 BIG BEAM 1 1 6 to BM13 3-00-00 BBO1 1 1 F. 111111111141111.11.1.11111111e A_ �m RM1.� I._,:;� �- R® ������ Q L " • , ■,_2 BK1=BLOCKING BM1 L..,�, � RM1=RIM BOARD k ACCESSORIES QTY 0 Q TH017140-2 36 © HUCQ1.81/11 3 IBJ_ LL LL 1x14 OSB RIM FOR SHEAR BLOCKING 28' 17 I BM3 f'' © ITT14 1 116(I1 r SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. i 414e 8 =LOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA g ;, FLOOR LOADING I CONFORMS TO DESIGN CONCEPT m — — — 40 LL CONFORMS TO DESIGN CONCEPT WITH _ - RM1 - '-- 15 DL REVISIONS NOTED F i il Lai j �; •.• , �p T O NON-CONFORMING—REVISE&RESUBMIT Pig Mil .� 1 OR PLUMBING 4 'HIS SHO DF N Ar NEON PFv1EY EG FOR GENERA-CONFORMANCE R9'H DESIGN MCE C Y AMC COEE NCT RELIEVE T E 111111111114 m _ _ — FABRIGA. 2 TND'CZ RESP^:'SIBILI,'FOR CONFORM=INCE cT SERGE 0 , 0 DRAWNCS E FICA-IONS.PA APPLICABLE CODES AL>.OF WHICH RAVE PRORIP 0/ER1-1S 0 RAMNG � god 4 � By David R Burnett Date 10/22/14 ®M9 IBM7 I ` JOIST WITH RIM MILBRANDT ARCHITECTS m Pacilhkumber & TRUSS COMPANY