Loading...
Plans (116) tic ST.t.0 G C - 000ST- I3! Ce4 s w 4- l� C -A/C__ LEGEND: / - - —ss SANITARY SEWER ti as ti SD� STORM DRAIN Community TRACT Y G 19.00' // 20.00' W WATER LINE 12564 S W Main S r.t / 293.7 C • MANHOLE Tigard,OR 97223 — 289 6 29.5' —,� _ ■ CATCH BASIN RI 503-942-9484 _ DATE: 1/8/2015 - t I I II r + STREET LIGHT REVISIONS - --r 3.00' _ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I I I PUE I EROSION CONTROL I I M•► 25'I 2, I i ; • © STREET SECTION, SEE CONSTRUCTION DOCUMENTS FE 2 5 2016 I 1 Jo, ri_J SETBACK SUMMARY ' /1 1 I GARAGE J111�: ' FRONT SETBACK: 12' _ 3.50' SIDE SETBACK: 3' y ,I ���I i I i STREET SIDE SETBACK: 8' 1 1 1 L— II I 1$ E' 55 I REAR SETBACK: 3' 1 1 3.99' 1I ,�`I �' PORCH SETBACK: 8' 4 i I o I 54 is Ill 1-HR FIRE I ' ( 'I 00 M RATED EAVES _ 1 U I ILi. i 2,890 SF %`,I I I I,I JI, yI �I E j i I BUILDING: 4B /I�I II vI I FF= 296.64 i�4 ° ° --° O 7� I 53 I I %6� 11. 6.00' �� I ; I ; 1.1 y,,//— I� PUE LOT COVERAGE: _ I 1 4— �J a ; �— 1II� I I PORCH r — --- LOT i 1 'o-- -- _•: 15.90': SIDEWALK— 0 AREA: 2,890 SF ti 1 - :II RIVER TERRACE �I I Ir---1 / / ���� ~9. BUILDING FOOTPRINT: 1,111 SF N1 --- : ————I� I / /moiiii 292.3 . x; : I // F W ;III I I_1 . tiQ�% . .:71. 10.33' COVERED PORCH: 144 SF NORTHWEST ' ✓294 3 /a1� ' WATER METER CANTILEVER LIVING SPACE: 0 SF o ���:411PIWO ii �� SANITARY LATERAL 1 /',�� `8 STORM LATERAL :::TIO: 0 SF PLANT (1)�STREET ; -4011A, ll* .. OS r.1 LOT 54 o. o / TOTAL COVERAGE: 1 255 SF PLOT PLAN Q TREE: 2"CAL. tl N ' a), RAYWOOD ASH/ ��'• B .5 "0 28.00' f/ ��` 43.4 % FRAXINUS OXYCARPA v S5 t �,; 1 'RAYWOOD' ° ••/;•00100 IMPERVIOUS AREA: 2,140 SF L �4 - \ 5S CE il O ss 13 PE Ow ......./...........„.„,- . � �/� S� QL ' /I, */,// CITY OF TiGARD ; oI . Approve' b O 0 I3 RIVER TERRACE NORTHWEST (503) 221-1920 Planning 0. 2S1 W6 Date: 1 / 4 r PROJECT NO.: 395-037 TYPE: CONSTRUCTION 9 LOT 54 (R-12, SMALL) Initials: SCALE O REVIEWED BY: PRE D. 0 RIVER TERRACE NORTHWEST Z 13166 SW APPLE GROVE TERRACE ,INCH=20 FEET A r ROSEBURG FRAMING SYSTEM'" r ,I' Quality engineered wood products forlodav's builder- IMF TABLE A 1 PACIRC LUMBER COPYRIGHT rsr•waraaa w.ve p ages are copyrighted under Federal Law by Pacific Lumbo Company 20 11. / • ___ ,11 III PETAL. • SOYA. s 7,,,7z. These lens and the des" € RIGI�LAM LVL RtG��R�M- - 01•1 oThe plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber `` POST I --- Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Concany is stractly prohibited Unauthorized use or �II!\ +in•c..r - or Foss copying of Chew pians,Infringes rights under the Copyrignt Act.Infringes face Babifities that include PRODUCTS ROSasVR9lmOiEPr _ aei^®'T� FACE 1ST 6• penalties of up to 620,000 per work Infringed, ` , \/ a raged,and 5100,000per work infringed willful � ��II / F:uKf!� gRFPI .101ST I DBL I-JOIST CONSTRUCTION ,I C POST LOAD TRAN5FSR DETAIL ears. _ CONTRACTOR NOTES. THIS STz rats. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING BOOR LOAD/N6., FOR PLUMBING J I 5)PROVIDE PROPER SUPPORT AT ALL 412psf LIVE LOAD sf DEAD LOAD SHEARWALLS 52.EB'rN6 A1CEA, 3Opsf LIVE LOAD 12psf DEAD LOAD ft OOP LOAPIN6r 25psf LIVE LOAD 17psf DEAD LOAD R1R1 1 J �3 ,. JS � . J3--=' R1 as v 3 J M ._. . -R 13 • R 1 --' ---J2 _.___H1---. R1 a3-`_' JB-' 1 R 1 ...I(I --__-a �_, R1 I R1 ? 1 PL 1 2-2 1 1 (MAIN) R1Er ,_ ..-._. ..J1___Ei :..a {�J F] J POLYGON NW 4 ABC 11/2012 Ij Mrk* Material Width Depth Grade Qty Cut Lth Tot Lth ;_ ._-17_ ...._-__._.-._____,-1... R1 OSB Rim 1 9 1/2 6 16 96 J1 RFPI-20 1 3/4 9 1/2 13 22 286 J € ---- J2 RFPI-20 1 3/4 9 1/2 2 16 32 0 -.:::_: J.} .: _. .:..R ,...:.7 L. n _.. : ....: lt O J3 RFPI-20 1 3/4 9 1/2 4 4 16 24 72 (2)JB 1 I -,12)-15 1 it J5 RFPI-20 1 3/4 9 1/2 ' 3 1 20 20 is' PATIO JI}- t PATIO ar ® _.__._.__:_-__ --}t::::.es___- ..__.-.._ _. _:sR1 R 1:_ .__.:_:.:..__.. _.J9__ - ® J/ RFPI-20 1 3/4 9 1/2 2 12 12 rt _ pI _ 410 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 -.-- J1.:._:... TT fir...:I 1r ,1 ..._. -:.J1 .:.... rf J51 SLKG 1.75 LVL 1 3/4 9 1/2 1.5E 4 3 12 J ------- - 5'-- - _--'J7-- 7�_ ..1 _.fib_ _. -_.-_- -�.- -._-_.._ -...-_.. LL J52 BLKG RFPI-20 1 3/4 9 1/2 15 3 45 „Pr n _ .. ...... `_ :......1, I . K Accessories R 1 Jt !2)J$i. a ..... € >i,(2)JB 7 ry ITH017950-or-ITT9.5 5 lir 12 -34 -- k ----- -' R1[..._�. I •:_ ..-L 1 ,. ®CONFORMS TO DESIGN CONCEPT ..:.:.:. ._,....::.. J4 .:. _R ,....:..... ,:.........a ... J4 .. .1 ❑CONFORMS TO DESIGN CONCEPT WITH fG REVISIONS NOTED -.._ .37-----__- -___411. -.1.=-___.._ _-. ❑NON-CONFORMING-REVISE&RESUBMIT - —START START THIS s rs MOVING us BEEN mower¢FOR Ea6'u Das-a.auEc( FRAMING a9 ::.� helm; 0:s: E CUa. Drys - +f 11£ HERE N5 R t 1 ,,,FRAMING arms ,e APPLr-, MST,AL OF M;aµLr N Hu« —11.,..44--_--......„ .... JT_ .® ... HERE =dowry Oyu:iris RBu k 'iv By David R Burnett Date 10/6/14 I-4 II I I — i1 1Q MILBRANDT ARCHITECTS WALL 4 BLOCKING WALL 4 BLOCKING IHPORTi4NT.r ONLY FOR(A)PLAN, MALL LINE WALL LIN ONLY FOR(A)PLAN REFERENCE INSTALLATION FOR(A)PLAN, =0R(A)PLA GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION Pacillaiumber LEGEND: & TRUSS' COMPANY � � (WHERE PLATE NAILING AT SHEAR:NALL ( H )--HANGER GALLOUT !ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L PLAN PM 4AB 11/20 1 2 �® (BLOCKING OR WIDER RIM MATERIAL AS 1 SUPPORTING POST !RECTO.ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON MAIN/ ® -POST LOAD ABOVE PLAN NUMBER 4AB 11/2012 R ..RIMBOARD ❑ CONFORMS TO IRS 3I CON= PLAN DATED: 10/12/12 LB -LVL BLOCKING ® CONFORMS TO 55531 CON=WITH DESIGN FIRM: MILBRANDT PL 1 2-2 1 1 •.re -JOIST BLOCKING REVISIONS AS SHOWN -O4RLOIC,A170It5- D NOSi•CCI.'FDRMINS-REUSE AND RESUBMIT EH'P PE5/6NER- J -JOIST CALLOUT sae cop r.P.rel6 AAA etre E�I,y_i.er Fa heUhL�9�aam.+tt 8 -BEAM(FLUSH w/JOIST) -^-� { KAMI BELWOOD acre aa5:LSI.=WA SLY mar on 'ET REtunC'!E OFFICE s CONTRACTOR mai HDR -HEADER(BEAM BELOW JOIST) 101-+Ear xtII lCAJun :*CHfiN ate it N ROAD LAKE 59505/,ORORSON n-Ions MAIN FLOOR JOIST LAYOUT 0110 ua�a:.�f.I ._ *ICH mO NV:::l>INA.uve:w. ar.:.^sF 6 i'L YEI,til Cr4451t9a5. 0051556-9665 DATA 1 0/26/12 BOO,•BEAM BY OTHERS SCALE: 1/4•- 1'-0• s.: TorkEN 9.Erten9NA.Wester 19.NoI CT ENGINEERING INC SHEET: 1 of 1 • QX CONFORMS TO DESIGN CONCEPT CONFORMS TO 14" OPEN WEB JOIST @ 19.2" O.C. REVISIONS NOTED CONCEPT WITH w = v fl NON-CONFORMING-REVISE&RESUBMIT 0 0 -- v z �+ - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE [— =o• _ WIN DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE c•`-' c�i FABRICATOR/VENDOR OF RESPONSIBLITY FOR CONFORMANCE WITH DESIGN 0 01 2 o START FRAMING HERE POLYGON NW DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF'MItCH HAVE F=r zo F v<¢ a PRIORMf OVER THIS SHOP DRAWING. .. 5:)„ C!') c.,w== o Lt� =LL By David R Burnett Date 10/24/14 <_,s—� o _— RM1 _ 4BC MILBRANDT ARCHITECTS =LUo....LU — — — — — F— F— 0 w w i.. =w - — -- — — 9 — — — — _ LU LU ¢ o o o J o BM4 PL14-332 UPPER U U w z O Z U7 EwE¢"' Z v v > ..>- s 9/25/2014 w LU 0 I-CO0 H Z Z Z ce w= -iov �.. .fir 1 �4m¢r (11 CI} O c. cc r�c5z o U W o a l--11. Products 0 (..c:›1 cn mI-W�o, - CC PIotID Length Product Plies Net Qty 1- F- ¢ u;°� RMI 51-00-00 1"x 14"APA Rim Board 1 1 c) a cn O� ==o 0 o LLI cv it-.1 t c.1 ""-cv •cv cis cv cwt Ln Lo to ccs , RM1 30-00-00 1"x 14"APA Rim Board 1 1 m Z z ca S.¢= m 1-- - !- F- E- F- F- 1- F- ,F- 1- I- f— ce 0 0 0 a W 1-► 1'r L- LL ti I. 'ill_ ALL u_ >a- LI_ Lt_ iz RM1 22-00-00 1"x 14"APA Rim Board 1 2 I-6- "- to . _- >Z_ cc I I $ RM1 15-00-00 1"x 14"APA Rim Board 1 1 z z 5 z owe cn D o w o a o¢o s o o Z RM1 11-00-00 1"x 14"APA Rim Board 1 1 U U ac z ow HO.- 1uj- in = RM1 8-00-00 1"x 14"APA Rim Board 1 1 ®ri „=�Q)s F-- BK1 3-00-00 1"x14"APA Rim Board 1 1 F rD U)D5 ��wo>o m C3 RM1 2-00-00 1"x 14"APA Rim Board 1 3 g BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o ''• BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a °, & BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 -w wO BM4 22-00-00 7 X 16 BIG BEAM 1 1 Ili ec BM5 5-00-00 3-1/2 X 14 BIG BEAM 1 1 CC F- 1-0 00 � RM1 � BM5 ACCESSORIES QTY �w�c=n FTI m � 1 Q TF1414 11 Joo¢ I1T14 a = FT1 © 2 Z O C9 w 1x14 OSB RIM FOR SHEAR BLOCKING 24' L11 W Z m ? n.,. �v.»,::r.h, :.. `•,_ w:r«. .ate s,.»,.».w,..r.a, ,;.:r:>sw,,«a rs..,:s b�....,._:..,s> I—w Y-� FT1 ii w Jo •o .,, � FLOORDING 'E t. BKl=BLOCKING LOA w j m a Q F FTI RM1=RIM BOARD 40 LL =o a w �, �, a 15 DL ccaao FT1ti , REFER TO STRUCTURAL PLAN FOR ADDITIONAL FT1 BM2 POST TRANSFER BLOCKING 1-13 zawC!7, AND SHEAR BLOCKING REQUIREMENTS. v. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN tt HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 o FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA k •• e IIIIIIIIIIII Ii;) JOIST WITH RIM F1 FT1 '1,.. pa iffiNi. b „. 1 P4 FT1 FT1 ^ �� COMPANY FT4 FT1 BM1 RM1 0 CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 0 NON-CONFORMING-REVISE&RESUBMIT START FRAMING HERE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE POLYGON NW FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 DRAWINGS:SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE __ — I: — -- — — 4BC PRIORITY OVER THIS SHOP DRAWING. BM4 - -- - - 5 By David R Burnett Date 10/24/14 4' l 1 l r. PL14-332UPPER MI !LBR A NDT ARCHITECTS URt! l " 9/25/2014 L Products y PIotID Length Product Plies Net Qty r o RM1 51-00-00 1"x 14"APA Rim Board 1 1 I-C z t- I- I- L i- L F F-- t-': L h t- i— Z x o....1 - ., RM1 30-00-00 1"x 14"APA Rim Board 1 1 co RM1 22-00-00 1"x 14"APA Rim Board 1 2 on o= w o 15-00-00 1"x 14"APA Rim Board 1 1 = o w ¢ c _ o RM1 11-00-00 1"x 14"APA Rim Board 1 1 cc,'1_' RM1 8-00-00 1"x 14"APA Rim Board 1 1 1- I— o z z cc c �; ' i.I BK1 3-00-00 1"x 14"APA Rim Board 1 1 O- W Q 1--0 0 CO RM1 2-00-00 1"x 14"APA Rim Board 1 3 z z �' o z o C.) BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 c.3 8 >ci) o o> c. wocno I--I BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 z z z 0e w o_,o ` . BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 cn p cc>co c>z O w w Z zrr O Z .. BM4 22-00-00 7 X 16 BIG BEAM 1 1 Q o z W o f O 11111P11RM1 BM5 5-00-00 3-1/2 X 14 BIG BEAM 1 1 "' "'" __ A O O `Z O ¢ �cna W BM5 r. RM1 1 0 DO W j p p O V c=7 z c�7 a. W I-I FT1 ACCESSORIES QTY , Kc-w z o ¢ {� 6, w AO TFI414 11 p p ,,u p z o.¢ a FT1 _ © ITT14 2 v v z ==Q�= w 0 co{- =t--- FT1 1x14 OSB RIM FOR SHEAR BLOCKING 24' ®n II = co%LL o m U ^,,M*R.,202,.... FLOOR LOADING FT1 cc BK1=BLOCKING r RM1=RIM BOARD 40 LL Fri co DL ¢ _i Fe -J iii LIJ F(1 �, REFER TO STRUCTURAL PLAN FOR ADDITIONAL •¢o i-w BM2 ! POST TRANSFER BLOCKING z p M a- p 1I 1-13 AND SHEAR BLOCKING REQUIREMENTS. i a 2 z o I ,, .- ,. -tear 1-- I-i 3 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ¢o wo w �P <°= I^ a, = HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. z Z-co IID Joa ¢ 1 - �, x,... ,wr FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA z CO(w •' ,,II-+ ® 13 LUIllglia+ QwYW . _, zx 0 v WWmC7J r1'>.JWQ. B ' =mOfnW II FT3 ¢¢¢❑ II _. ; JOIST WITH RIM „Nil 0.0-1imiti, ,,,,,:,,,...,.,,, Pace umber �.il, FT1 & TRUSS COMPANY I k F14 4 BM1 mum , 1 •-:..s.: - gam �-t,e., •i RM1