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Plans (65) /` Si / 7 - 0De7oS- k LEGEND: 5w i ,`„ ,,I SS SANITARY SEWER Pacific Community SD STORM DRAIN Desitin • E.' � �:\III -- W1 . E 1 I III I - - - - - �� , WATER LINE !; �' 12564 SW Main Street �\ _[r ) �,� —L I/ I ® • MANHOLE q Tigard,OR 97223 ` �,.11eet 4.2 �� — — — — [T]503 941-9484 1 = j ■ CATCH BASIN DATE: 1/12/2016 ...,,---s-ii "''�Z I TRACT Q / SW CALABASH TERRACE ., I) I „1 + STREET LIGHT REVISIONS SD- SD f SO SD STRAW WATTLE PERIMETER NO. DATE DESCRIPTION JI >?, 20.00' G4 i 1 ° j b G�000 t / ; ; fit 1 V I� 26.00' ti`' `� EROSION CONTROL /,/ v, o� — --1-- 1, 0 SANITARY LATERAL ,-STORM LATERAL // 1 j aa S ,S _ 0 STREET SECTION, SEE r �.° g . 258 ----7--\ .4 1 D 257,2 -_—• CONSTRUCTION DOCUMENTS I ]��]j il r -,a7u7• 1� -- ��ilk °I \ I Il 9 -�(----- --- 1.33'__iii =SIDEWALK =_� - f ix... \ Li / 3.00 1 I r� � J �� -- / E 3.00' - I I SETBACK SUMMARY •pilf w �I _.,----, i PUE ' I I GARAGE I III I FRONT SETBACK: 12' f /; I , J I SIDE SETBACK: 3' II ! + ! . • I I I IL ' I 1 III ( i I STREET SIDE SETBACK: 8' : I I ij: j I '�� I I1 I - ; I I ' I f r I REAR SETBACK: 3' ;! I 1 11 I I I j am+ I I i ; I I PORCH SETBACK: 8' L - --- re \\:"21'I ,„. ,1 11211, '�t 3.50' 5 1 II I 1L 'IO ,`� –i 2,529 SF I ! fr II258- _ Ir' / I -rd I BUILDING: 4AR i 1 d / : 1 1 I . I I FF= 259.6 °9 I 6ro ` .� ) I I I II I� I fIII 1 6 .y � � \,il �I �, _� 1 IIII �' °° II II .o r* r!� -, N_ , , I II 1 ,141 ,, LOT COVERAGE. o I It-`� � ii L --� i 7 5.62' cV _� C4 ` �I♦ \, • I i o o p' I I [11%--11Cir I I tiLOT AREA: 2529 SFrnevI 1 I fffJ RIVER 1 im ; ; 1 ° I I . I % I , f -I( I 4E61 1 ; 26.13' I L --j_- ----___ BUILDING FOOTPRINT: 1,112 SF o _ ;/ i I 20.13' _ - I TERRACE W .-�tff I ,1 , !l I - COVERED PORCH: 13 SF NORTHWEST i - ,.ft,, ATERMETER , - r, i ' o Ill_ _I. _ - - T i���4, a ��� CANTILEVER LIVING SPACE: 0 SF i des i = Air"— I D . ' A - — ..=iL� = b A. 255.3 a 1 D - I) i.D , • A D p 254 + = 256 = SIDEWALK ____ - – - _-i i COVERED PATIO: 0 SF to a ==_ �' ��� = s - - 254- � � � - - - _- --�---_ o �:' � - - _ _ _ DECK AREA: 0 SF Lo i `" `;�; 252 LOT 5 (t t l 250 248' TOTAL COVERAGE: 1,125 SF PLOT PLAN CV m I/iirD I ie 1 ,' 246-------- 44.5 % % � /�' D �5ti !i— 1,, ' 244 ,<, /o ��4. � /:�/y t\ 242---- IMPERVIOUS AREA: 1,399 SF ` �/ / / /II / / — - �- CITY OF TIGARD N 3 Approved I'y planning , 2 RIVER TERRACE NORTHWEST (503) 221 -1920 pate: 0 PROJECT NO.: 395-037 O, 2S 1 Ws I n�}�a��: TYPE: CONSTRUCI'tON N. {1 1 SCALE REVIEWED BY: PRE Y 0 LOT 5 (R-12, SMALL) 10 20 "' RIVER TERRACE NORTHWEST 13545 SW CALABASH TERRACE 1 INCH=20 FEET ROSEBURG FRAMING SYSTEM"' Ai SOLID BLOCK ALL qualify engineered wood products for fodav's builder'- POSTS FROM iE BOFILLERBLOGKING PACIFIC CLIMBER COPYRIGHT 4111111410 PERTABLEAOH p 9 Py 9 y P y RIGIDLAMLVL RGIDRIM INSTALLARON GUIDE These tans and the de5i ns are co r htecl under Federal Law b f aciflc Lumber Gom an 201 1.The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ROSEBURG FOREST PRODLIC TS ROSEBURG FOREST PRODUCTS BELONTOPOSTABOVG Company,which retains copyrights Co,and ownership of the tans.Use of these plans b an other `� `� P P P y y product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or OFFSET NAILS R F P 40C"NOL f Jo i sT 1/b.GAP ��O copying of these plans,Infringes rights uncle:-the Copyright Act.Infringes face liabilities that include ����,, / FROM OPPOSITE v BETr1EEN TOP FACE BY b• penalties of up to$20,000 per work infringed.and$100,000 per work infringed willfully. `�II� / FLANGE AND /Y ROSE.URG FORFS7 PRODUCTS LER BLOCK POST LOAD TRANSFER DETAIL 1 DBL I-JOIST CONSTRUCTION 2 s CONTRACTOR NOTES: THIS FLOOR STEM A5 RIFY ALL FRAMING - " s, 2)ALLFOOTINGS PER DESIGNER'SCONDITIONS YSIP PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD F 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FLOOR LOAF/NG: FOR F'LUMBING I I ] L_ 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD 5,1-LEP/N6 AREA5: 3Opsf LIVE LOAD 1 2psf DEAD LOAD ROOF L0AD/N6: 25psf LIVE LOAD 1 TpsF DEAD LOAD R1 R1 J3 - 45 , J5 R1 0 , AIM R1_ _ -- 1 I WWII R1 ---r'i lr R1 R1R1 —�3 R, ; — J1 — R1 PL 1 2-2 1 1 (MAIN) A, -_ W �i J1 _- _ POLYGON NW 4 ABG 11/2D12 Al ^� Mrk# Material I Width 1 Depth I Grade 1aty 1 Gut Lth I Tot Lth L ' I ,-- -- R 1 OSB Rim 1 9 1/2 6 16 96 J1 RFPI-20 1 3/4 9 1/2 13 22 286 r- J1 I J2 RFPI-20 1 3/4 9 1/2 2 16 32 d I II 10 J3 RFPI-20 1 3/4 9 1/2 4 4 16 O �i --II J1 I 0 J4 RFPI-20 1 3/4 9 1/2 3 24 72 I'ltr 11 )..113141---ii 2)JB 1 i (V J5 RF PI-20 1 3/4 9 1/2 1 20 20 PATIO _ ' I I -11 11 PATIO I s J6 RFPI-20 1 3/4 9 1/2 2 2 4 aII 41 R1 R1 J1 J s i J7 RFPI-20 1 3/4 9 1/2 1 12 12 jl B1 RigidLarnLVL 1 3/4 9 1/2 1-5E 2 14 28 n J1 J1 Ory JB1 BLKG 1.15LVL 1 3/4 9 1/2 1.5E 4 3 12 LL Wil' 1:57; IJS - E J52 BLKGRFPI-20 1 3/4 9 1/2 15 3 45 -� I J'T IIILLL I Accessories CI J1 I J1 N H1 ITHO 1-1950-or-ITT9.5 5 R 1 I (2)JB 1.,,j1 IL(2)J131 I R1 TT A ,1+4 1I 44 JAL R1 0 CONFORMS TO DESIGN CONCEPT J II ' 1� ❑CONFORMS TO DESIGN CONCEPT WITH I-----------------EU----- REVISIONS NOTED — ------------E-�_ ---____= __...,.i _ T[SHOP DRAWING HAS MIN RG EVIEWED FOR GENERAL CONFORMANCE E&RESUBMIT START I- - START WITH C DESIGN CCONCEPT OONLY AND FORODOES SFONOT WITHDESIGN FRAMING J1 FRAMING I DRAW APPLICABLE CODES.ALL OF WHICH HAVE HERE R1 --_ -- - - ] I -________,RI / HERE PRIORITY v DRAWINGS,SPECIFICATIONS,AND APPL F F R OVER THIS SHOP DRAWINIG �W JB2I 1 JB2 -- CI By Da id R Burnett Date 10/6/14 Ib /, 1 I 1 - \ 11 �O MILBRANDT ARCHITECTS i f \ WALL S BLOCKING / WALL-S BLOCKING IMPORTANT/ ONLY FOR(A)PLAN WALL LINE WALL LINE ONLY FOR(A)PLAN REFERENCE INSTALLATION FOR(A)PLAN FOR(A)PLAN GUIDE FOR ALL.FRAMING DETAILS AND I-JOIST INFORMATION PacifidLumber & TRUSS COMPANY LEGEND: WHERE PLATE NAILING AT SHEARWALL a.HANGER GALLOUT ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L PLAN DES: 4AB 11/2012 BLOCKING OR WIDER RIM MATERIAL AS -SUPPORTING POST REQD.ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON (MAIN) R� -POST ABOVE PLAN NUMBER: 4AB 11/2012 -RIMBOA LOAD ❑ CONFORMS TO DESIGN CONCEPT PLAN DATED: 10/12/12 PL 1 2-2 1 1 LB -LVL BLOCKING ® CONFORMS TO DESIGN CONCEPT WITH DESIGN FIRM: MILBRANDT REVISIONS AS SHOWN -OUR LOCATlON5- JB -JOIST BLOCKING ❑ NON-CONFORMING-REVISE AND RESUBMIT EfP.055/GNER: J -JOIST GALLOUT THIS SHOP DRAWING HAS BEEN FEUDED FOR GENERAL CONFORWINCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE SALES OFFICE CONTRACTOR YARD KAMI BEL WOOD yr B -BEAM(FLUSH W/JOIST) FABAICATONIVENDOR.OF RESPONSIB!LITT FOA CORFORRANCE WITH THE 59305,4 JEAN ROAD DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY LAKE OS,4EGO,OREGON 97035 NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT OYER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIIENSIONS, (503;355-9663 DATE: 1 0/26/12 BBC,-BEAM BY OTHERSSy: Todd R.Eaton Date:September IN,314 SCALE: 1/4"- 1'O" CT ENGINEERING INC SHEET: 1 of 1 OX CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. In CONFORMS TO DESIGN CONCEPT WITH I—IREVISIONS NOTED Ei NON-CONFORMING—REVISE&RESUBMIT 11, START FRAMING HERE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE r POLYGON NW FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE - -- _ —P — PRIORITY OVER THIS SHOP DRAWING. - - - ^ `-�BM4 -�-- - -- -=I 4A By David R Burnett Date 10/24/14 PL14-331 UPPER MILBRANDT ARCHITECTS 9/25/2014 co = Products w = -co a U ,- cc Z PIotID Length Product Plies Net Qty N F-2 o Q `-, `-v; 1 , `� � _`E; E� tN RM1 51-00-00 1"x 14"APA Rim Board 1 1 m o= _, C— '' L'- U' L RM1 30-00-00 1"x 14"APA Rim Board 1 1 = co o,,z=Q CO RM1 22-00-00 1"x 14"APA Rim Board 1 1 ~ Ce ¢ } 8 J L'' = lL U RM1 15-00-00 1"x 14"APA Rim Board 1 1 I_ 1_o w =o. LU "- RM1 13-00-00 1"x 14"APA Rim Board 1 1 w w Q CD t—U 11- a, U V o z cco f o I RM1 9-00-00 1"x 14"APA Rim Board 1 1 O O Ln a CO U_ Q CO z !' RM1 8-00-00 1"x 14"APA Rim Board 1 1 U c..> >Lu o o CO= H CD t BK1 3-00-00 1"x 14"APA Rim Board 1 1 z z z w o -o V RM1 2-00-00 1"x 14"APA Rim Board 1 3 'CA c~n �O u = J z o Z BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 o czn z Lu o a . i---i 6,A0 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 O o cn COI— LULU CC I BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 =zoo o w G z z c D og CC A I BM4 22-00-00 7 X 16 BIG BEAM 1 1 p o z o o „U Z c II'r �.�' BM5 _ --� RM1 - — — = BM5 5-00-00 3-112 X 14 BIG BEAM 1 1 0 0 - v Q - =o m 0 t2 p� ii 1-0S 00 z z 5 z oo¢Q, -73 z 1 (RMI Iii m o) ACCESSORIES QTY o o oz o W C,o w w CO F— b A� w TFI414 11 ®❑ �� mv, °� I-- _ r Q W T I� SII z © ITT 14 2 f— o a m U II ( 1x14 OSB RIM FOR SHEAR BLOCKING 24' L LL J I I cc Fl1- FLOOR LOADING E I BK1 = BLOCKING J w W Ia 1 0) RM1 = RIM BOARD 40 LL <o- I I 15 DL cc2`cut_ wz BM2__ REFER TO STRUCTURAL PLAN FOR ADDITIONAL 0F- B i4 �' ' POST TRANSFER BLOCKING Q o o w 11 1 I AND SHEAR BLOCKING REQUIREMENTS. 0 w_ Ib- o_ ? zcCw II cc SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 0 0 Q IP q woZ� HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F-w Y-J Ila I QUUw J MI 0 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA w CO � mIIQ` U�>JJ 1P I-II ` � m0w11 = co QQo I> `r — -\U I-13 a %11 FT3 I L 10 JOIST WITH RIM 9 j b c „I 1 Pacif4umber & TRUCOMPANY — FTEU I RM1