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Plans (48) "7-r 77,--'-o/ 7 - tt ........... .......... ... ... ... ..... ..... LEGEND: l'5 ss SANITARY SEWER Pacific I Comnlunity. SD STORM DRAIN Design a 1 ( l E I II I I I W WATER LINE Az,. / " – 12564 5W Main Street s; __" �' `/ 'f ______— II _/ I I I ( , I — — — — y MANHOLE h Tigard,OR 97223 1 Z` i `_ i — s-- -- -- i. CATCH BASIN ITI 503 941 9484 I '`, , I _i. _ SW CALABASH TERRACE TRACT Q DATE. 1/12/2016 .11 _ -- ..—_ SD v SD — ; STREET LIGHT q REVISIONS i1t ff + t C, ' 1 A � , 20.00' oSD i:-. s STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 1 ' 1 1 II� 26.00' ti`°, tih� EROSION CONTROL +1 r'I - ,.: �� / SANITARY LATERAL 4 SS SSS STORM LATERAL t `, �; �� s j I R ss SS .. STREET SECTION, SEE ; ; I I ;; : I: 1 0 - � .+ + ° 5 - — DOCUMENTS ' ~'-„; f I �: � ry p .. 2 9.7 j=,_-_Eii. s.1'° 25x.4p CONS RUCTION i v� ( 1 — — .. W. . 144,91 - SIDEWALK -� - T 1 ;,l I I 1 _, ( q I , \`,� 1 I 1� I 1 3.00' 1 �' — — 1 1 SETBACK SUMMARY ` ! / 1 3.00 I 26o_ ------' ,:it ° ,.A 1' PUE 1 I 1 I , w ii �_._ %:i► ' ' I GARAGE ' I I FRONT SETBACK: 12' I I III" ` Z -' ; 1 I ; I I SIDE SETBACK: 3' /I ( I I I 1 I ( I I `I I 1 ° , 1 I I - 1 STREET SIDE SETBACK: 8' to 1.11 I 11 I , I I REAR SETBACK: 3 ! 1 p �;',:i.. � — I I r-ji I I i PORCH SETBACK: 8' ,--L. 4r--_±..____ ct _i_____44, ,- --..- 1 -1 I L__11 ` —J ' 4.50' - 4 I ... i ce_,` r_ c" 1 1 I �] 1 o f + ! Q !I I 1 ! 2,583 SF 1 1 '. { I .` � P. BUILDING: 4BR __, �'2I 5 , a t `; �' `^ �`� Ii II i I\ $ tr, _ 1 I { ,: .: � 1 N� Li _ — Ir I I ; LOT COVERAGE: ` �i -- -!v I I I �l N- 1 / I o II , I 4L 5.55' --I I1 N ! � C , _Lil I PORCH --' '- 1 LOT AREA: 2,583 SF O ! 'r_MP'\\ I I �� ' I ID— ❑ ❑I_Q S, "'", I --'?. L: J I I 1 RIVER ��' I `�•j ry /1 / ( i ( I ( 26.46' I :I 1 BUILDING FOOTPRINT: 1 111 v 'Ii 56 I I ❑ SF \42 1 / i I ii . f - - _ TERRACE ;' _ 20.52' _--=7-I— j O 1 -J L _ L+I+�( ATER METR `. J i I COVERED PORCH: 144 SF NORTHWEST :_ �� 1 — — — — Ml►��► i0/�i_•-ice � CANTILEVER LIVING SPACE: 0 SF 9 n alTi.. �.� t•° �. D 256.5 18.1y ° A A ,. - -4 j ifs !!1►�:�71,-`;::;- ,=__ �_ - �'_a _f . 255.3 0 / 1 COVERED PATIO: 0 SF lo ■ 254 I j! / .. __=_ _ - -_= SIDEWALK -- - 1 1 ° f ,\ 256---� ---- — == DECK AREA: 0 SF (co o � t 254 LOT 4 c f ( ' / 1 A I\ TOTAL COVERAGE: 1 255 SF Q `, _—__--252 PLOT PLAN N / ; � 1 ,� r, / 1r m ;l j i �� ( ,,,:/'l — 250 248 48.6 % 6 jt,- /, :Iri s t , °a. 7 n- it f''� ,LS1- / ji,�i'' f % 246 /`ff / l 244 IMPERVIOUS AREA: 1,604 SF o �_> '' $ ! E_ '`/ / / /l"/ J, / 242 o - - CITY CSF TIGAR® Approve y Planning Date: Io - (3 -I ., 0 RIVER TERRACE NORTHWEST (503) 221 -1920 Initials: - la PROJECT NO.: 395-037 % 2S 1 W0 TYPE: CONSTRUCTION rr. SCALE REVIEWED BY: PRE LOT 4 (R-12, SMALL) 10 0 RIVER TERRACE NORTHWEST 0 13535 SW CALABASH TERRACE 1INCH=20 FEET 2 Z CONFORMS TO DESIGN CONCEPT 14" OPE:_::::::::T_ @ 1:2____"_ O.C. CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED ® NON-CONFORMING—REVISE&RESUBMIT 6:; 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 4BC PRIORITY OVER THIS SHOP DRAWING. T BM4 1 By David R Burnett Date 10/24/14 II PL14-332 UPPER MILBRANDT ARCHITECTS I _ I� 9/25/2014 (! Products j �I j PIotID Length Product Plies Net Qty o d II RM1 51-00-00 1"x 14"APA Rim Board 1 1 o I! ti N�': NI' LN '. t C" CNI,'''' ' c.) i—c z N Ws 1-- ; I ; E_., ;� f-._I , 1.. ,.,_I: i— 1 --i. I RM1 30-00-00 1"x 14"APA Rim Board 1 1 H �; I� LI- L Li I{ If. €I cc ,-. o +1 - i '- ai 5 'I RM1 22-00-00 1"x 14"APA Rim Board 1 2 m c,"' Il xna+ ,-a Tcs„w .31rtaa1 5 .-E a sa.zR� - 4 'r'xe iE3'i!'."+`z ..I lL Z W J Q- II ` •,F Vie. ` :" 4 °f RM1 15-00-00 1"x 14"APA Rim Board 1 1 = a„ z=Q o fl I RM1 11-00-00 1"x 14"APA Rim Board 1 1 Q o Il. RM1 8-00-00 1"x 14"APA Rim Board 1 1 E-- f-- °`J o �'`c [] ww � xw • I I BK1 3-00-00 1"x 14"APA Rim Board 1 1 w w < `�o"o J CO ii .-1 RM1 2-00-00 1"x 14"APA Rim Board 1 3 = = o o J= U i �, il .� BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 08 o3 a o o H �� BM1 10-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 ?¢m o Q 1I + BM2 4-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 c p zCO !I Ps Z - I BM4 22-00-00 7 X 16 BIG BEAM 1 1 '-'--' '-1--1 = z z z a 3 H A i BM5 5-00-00 3-1/2 X 14 BIG BEAM 1 1 p p m Q w w OC . O Q cc CO w COz LLI O �U� �-. c W I � co cn z z 11, F I —_' ,, ° I � - ^ z o o�¢cl w Lu EI IR CC I BM5 II RM1 i 1-00 00 Ce CC O O ,z o cn e ti ACCESSORIES QTY Ow ow en Q; Q S w z o z H _;°' ®� j w AO TFI414 11 p w o oc.`Q"' a Z z 'AN w 0 V = Cl_ CD ,- W IT. �NI z © ITT14 2 P6dilvI �„z I 0 CO~~c~ 1x14 OSB RIM FOR SHEAR BLOCKING 24' , n n 17_ '_ "`"c; U CK I1 F' .1 BK1 = BLOCKING FLOOR LOADING l HI Q RM1 = RIM BOARD 40 LL u) 15 DL J a-sr1, Q s , s -..,,a.,,..,,,P4 I W e Q W I FT? .� I REFER TO STRUCTURAL PLAN FOR ADDITIONAL _❑¢W F BM2= cc v; POST TRANSFER BLOCKING >2°- -i . n AND SHEAR BLOCKING REQUIREMENTS. _ z I - • _ �� gSHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN H w Q T3 W 2 Q�ow i (J _ I p HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. —z 0 a tet, Q00Q FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA z❑(w Z �'j;' OA I'" I:.3 il-Of H W J m;lo, r E3 I Qvvi F 3 aas - n W 0 II ; w W m d J II I )� �,� CC>_i W p< o <y W O❑�H IIT4JF = �B I QQQ❑ jH .° I' JOIST WITH RIM .u'iY€nff...: nsx f.n.,. ...te e,. /`� .,.i-.. �,y1; ....". `- n�'L"—.`n'crt 1 (""T 1 Jae A ad 1 FT I ! � U:..:,•.-... ., .._ ._.:-:. Q - ...., _ „. <,?� .,.,s arm. � _� ,s A,:,, sel. S 2 . I 3 �a IIi w1 PA _`. I TRUSS COMPANY II FT rs4I b - � F, - F BM1 o...... • _ ._, e RM1 l y'OSEBURG FRAMING SYSTEM" All:' SOLID BLOCK ALL quality engineered wood products for today's builder'• .�. PDSTSFROnABOVE FILLER BLOCKING PACIFIC LUMBER COPYRIGHT ��11pq(/.ty ®�/p�� i{}q� ��\p {� Al lir i � oBEARI likLrv. PERTABLEAON P 9 copyrighted y Company 9!!GI®L�\tl@U LVL 1 tia/'V IRE# INSTALL SOU45HBLOGKS INsrALLAiroN GIDE These lans and the desl ns are co ri hted under Federal Law b Pacific Lumber Com an 20 1 1. PER DETAIL 10.MATCH tom_ BEARINGAREA OF BLOCKS 2' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ROSFBURO FOREST PRODUCTS ROSEBElRC�FOREST PRODUCTS BELON TO POST ABOVE. Company,which retains copyrights to,and ownership Of the plans.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 OFFEMB NAILS �� 9 /II�� 1/8'GAP �� FROM OPPOSITE copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include r *-1:' np 9pp/'� T v 6ETYVEENTOP I/� FAce sr e' penalties of up to 520,000 per work infringed.and 5100.000 per work infringed willfully. ' "' RFFR JOIST 1 ,i FL LER AND f ROSEBURG FOREST PRODUCTS FILLER BLOCK DBL I-JOIST CONSTRUCTION 1 e POST LOAD TRANSFER DETAIL N.T.S. THIS FLOOR SYSTEM WAS CONTRACTOR NOTES: DESIGN N.T.S.rs. 1)VERIFY ALL FRAMING CONDITIONS 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./460 4)USE CAUTION WHEN GUTTING FLOORLOAD/NG: FOR PLUMING I I _I I 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD 5LPEPIN6 AREAS: 30psf LIVE LOAD 1 2psf DEAD LOAD ROOF LOAD/N6: 25psf LIVE LOAD 1-Ipsf DEAD LOAD R1 R1 ==�-J-3== J == R1 I R1 -4 -_ _ I __ = - ---7J-2------11-----;== R 1 R.1 --,,.1:9--= �. 5- R 1 R 1 = li'= .1:2=------ R 1 -' � - -1-.._i._ ---1 1- _, R 1 PL 1 2-2 1 1 (MAIN) _---_-- J1='' 19-_ �_ _ POLYGON NW 4 ABG 11/2012 MrIe* I Material I "(pith I, Depth I Grade/Qty I Cut Lth I Tot Lth 0 J-1 - -- - -- r.--_- - .1 f- R1 05B Rim 1 9 1/2 6 16 96 J1 RFPI-20 1 3/4 9 1/2 13 22 286 J1� '- ( I' .J2 RFPI-20 1 3/4 9 1/2 2 16 32 v i v .J3 RFPI-20 1 3/4 9 1/2 4 4 16 O --- - --- - --- - J4 RFPI-20 1 3/4 9 1/2 3 24 12 1 I (2)-1E51 i � (2)J51 ��'� Di J5 RFPI-20 1 3/4 9 1/2 1 20 20 tT PATIO JB2 ii 11 Jn PATIO tr J6 RFPI-20 1 3/4 9 1/2 2 2 4 I J'i- =R1 R1 - T i, UT RFPI-20 1 3/4 9 1/2 1 12 12 ` l' B1 RigidLamLVL 1 3/4 9 1/2 1.5E 2 14 25 ri ; it ��.': __ J-1-- - - Jam- --_ �� Oi JB1 BLKG 1."15 LVL 1 3/4 9 1/2 1.5E 4 3 12 r-71�._ ,P-7i Ir- 1,1 JB2 BLKG RFPI 20 1 3/4 9 1/2 15 3 45 IL II J6 .16 Jp II E a_ 1IL �'- -- � :41 BIL= J L J![-J7 J� it _ (L_ + AGGessor ies CV -� 1. N _ 1''11 III .11 N, H1 ITH01?950-or-ITT9.5 5 R1 (2)JB 1� ie.(2)JB 1 1R 1 - - = w --6tr Y1 J:'2 - - J02 J'I --J-4 J4 .... . a--_ R1-`L J4 ' -.- - 14 .q _,jR.} 1 I CONFORMS TO DESIGN CONCEPT JET) *1 U-I - _- -- il J4 I 1=-_ ❑R ONFORMSEVISIONS TONOTED DESIGN CONCEPT WITH h -__ -- u1_ i. - _- ----- - -__ _1::-- f----------=L---_z-L::: 1 ❑NON-CONFORMING-REVISE&RESUBMIT r I STARTI fir- START THIS SErP DRAWING HAS BEEN REVIEWED FOR GENERAL CGP1FORW,t,K;E yII����� A WITH DESIGIJ CONCEPT ONLY AND DOES NOT RELIEVE THE FRAMING = J- f -J1 FRAMING FAB/,ICA.TOR/\'SUDOR OF RESPOIaiBILITY FOP,CONFORMANCE WITH DESIGN II I DRAWINGS,SPECT:ICA.TIONG A.HD APPLICABLE CODES,ALL•��WHKTH HAVE HERE R1 �a=-'l_ I r 11 _ - R1 / HERE r -1-- PRCRITY OVER THIS SHC•P DRAWING. - O' I( ® J�2 I 1 By David R Burnett Date 10/6/14 I( J 2 ry f1 __ / I I - '� -O MILBRANDT ARCHITECTS WALL 8 BLOCKING f MAL_8 BLOCKING IMPORTANT./ ONLY FOR(A)PLAN. "ALL_LINE WALL LINE ONLY FOR(A)PLAN REFERENCE INSTALLATION FOR(A)PLAN FOR(A)PLAN GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION ,..: ,,, 4_,,,, , _Ifik,,,,,:.,.,.,:,, wir,„,,,,„, _ & TRUSS '",,,\,, COMPANY LEGEND: �� WHERE PLATE NAILING AT SHEARWALL }-- (H =HANGER GALLOUT ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L PLAN DES: 4A5 11/2012 � BLOCKING OR WIDER RIM MATERIAL AS ® 1 =SUPPORTING P051- REQ'D.ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON (MAIN) =P05T LOAD ABOVE PLAN NUMBER: 4AB 11/2012 =RIMBOARD ❑ CONFORMS TO DESIGN CONCEPT PLAN DATED: 10/12/12 FL 1 2-2 1 1 L5 =LVL BLOCKING REVISIONS CONFORMS TO DESIGN CONCEPT WITH DESIGN FIRM: MILBRANDT REVISIONS AS SHOWN -OUR LOCAT/ON5- JB =JOIST BLOCKING ❑ NON-CONFORMING-REVISE AND RESUBMIT EPNP PE5/GNER: J =JOIST CALLOUT TCIS SHOP DFAIIIN ws BEEN BEYIETiE•D FOR GENERAL CONFORMANCE WITH THE CESGN CONCEPT ONLY.AND DOES IMT RELIEVE THE SALES OFFICE&CONTRACTOR YARD: KAMI BELWOOD 5 =BEAM(FLUSH w/JOIST) FABRICATCRi VENTCR OF RESFONSIBILITN FCR CDNFORMANCE WITH THE 5930Sri JEAN ROAD DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH hiAVE PRIORITY LAKE 05"E—G0,OREGON 97035 NOR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT OVER THIS SHOP DRAWING. CONTRACTOR SHALL YEnIT RLL n1E115IGN5. (503)85E-4663 DATE: 10/25/12 = GBG' BEAM BY OTHERS SCALE: 1/4"- 1,-0" CT ENGINEERING : R.Naica Dace:Sep;e^n> s.zrla ENINC SHEET: 1 of 1