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Plans (38) /t4 S7 '-.7 7s s� S� t,,v7 ,-/ 1 L — —J I L_ — — — _I I I - LEGEND: —Ss SANITARY SEWER Pacific 280.9 278.9 --so STORM DRAIN Ct��1��t�o�it} 16.0' 24.0' Demur)—w WATER LINE asit�yg.4110 "_ I i ® 0 MANHOLE 12564 SW Mainstreet If' ' Tigard.OR 97223 (TJ 503-941-9484 16.81' ■ CATCH BASIN ``— I —26.95' ;I - /lI- . STREET LIGHT DnrE. REVISIONS 08/22/2017 l i l — - ��o STRAW WATTLE PERIMETER NO. DATE DESCRIPTION i I 0: I _ ' EROSION CONTROL ------ ./ ----- © STREET SECTION, SEE % I ; CONSTRUCTION DOCUMENTS 115 �� 3.00' --� 3,600 SF 3.00' a I I 0 I, 1-HR FIRE BUILDING: 3413.2BD it i RATED EAVES • SETBACK SUMMARY 114 I� FF=297.3 i/ 1 II it ' 1I • FRONT SETBACK: 12' BFF=288.3 I 'I I 116 SIDE SETBACK: 5' 1-HR FIRE �/l i 28.4 STREET SIDE SETBACK: 10' RATED EAVES I_h. /l ; 2�36 REAR SETBACK: 15' GARAGE ——— ; I I 288 PORCH SETBACK: 8' E I I ' 290 GARAGE SETBACK: 20' a 2 � � _ n � I 0294 0 1 .--T--_=---L__ I ;1 PORCH rn — 20.00' v1;1 — 6.00' _ PUE — T — — —' I 16.05' — LOT COVERAGE: 1 ;-''� 9.93' ! 293.8 cn W 40 '�- =/ LOT AREA: 3,600 SF w G 295.8 RIVER x ,� a �' Sfl SIDEWALK / 1 CD ' �` �'.kiII (^ BUILDING FOOTPRINT: 1,469 SF TERRACE ^' W >�' -.,-- COVERED PORCH: 151 SF g as . as � 'as WATER METER NORTHWEST as CANTILEVER LIVING SPACE: 0 SF O 28.00 ti STORM LATERAL 1 c. B I` COVERED PATIO: 0 SF Lo i PLANT (1) STREET_ ,--kc . ,',,, SANITARY LATERAL s TREE: 2"CAL. (74 i SKYCOLE ` SW SHADOW TRAIL STREET \; DECK AREA: 147 SF z�. _ LOT 115 HONEYLOCUST/ -- %,� , TOTAL COVERAGE: 1,767 SF PLOT PLAN cn GLEDITSIA ° a \,N TRIACANTHOS "' v, 49.1 % INERMIS - — — — ----- / - a1-----1---- \ IMPERVIOUS AREA: 2,302 SF ar a 0 a v 0 0) RIVER TERRACE NORTHWEST (503) 221-1920 CITY OP TIQA RD2S 1 W� PROJECT NO.: 395-037 O V Approved byPlanning E: CONSTRUCTION CO r , LOT 115 (R-7, MEDIUM) Date: (2 /7- 17 5 0� 0o. cn REVIEWED DeY' P� RIVER TERRACE NORTHWEST Initials: M 17382 SW SHADOW TRAIL STREET 1INCH=20 FEET II 5345 1�,;5 NOTES: 3 .. 1^ 43 42 41 40• 39 �"��° ! 36 35' 1. SEE SHEET LI.05 FOR TREE CANOPY �!- 1 46 '; W IA 5317'; 38 37 II--- 34 LEGEND&NOTES 21- ( It 41 W 2. SEE SHEET L1.06 FOR TREE CANOPY, �" � I I'— aySOIL VOLUMES-NOTES,DETAILS AND \ 47 GF-. I� 313:1:1,,r,".,,,,13.�s31aa W EXAMPLES. , 1 1 SPACE AND TRACT PLANING PLANS. 0,20' s '/l ' • - '''''$,"''" - 194=50„ � WO 3. SEE SHEET L2.01&L2.04 FOR OPEN ��, /� G -_i , I19 ZJ�_ ! I = 4. SEE SHEET L3.01&L3.04 FOR / • ; ( S0195'=5U ' MITIGATION PLANTING PLANS. �1 -�. 's•' A 5189 �� MA CHLINE SEE SHE ` �( t - - - 111 I — LI.If— ; �I 5. PLANTERS UNDO/.STREET TREES UNLES$ • 151 I ::" I=. li- � — — OTHERWISE NOTED ARE TO BE SEEDED tI- I�sig1Jk . ;5351 + WITI1 GRASS SEED SUPREME MIX(LAWN). IC 5ne� I :./ al. 0 125'=3 1 • SEE EGENERAL PL4NTING SHEETS RLEGEND DADDITIONAL • ,,- ii � .szea� mai ,A - 1 52 53 55 56 57 ,I ,.. 58 59 60 61 62PIIIII - \ : IAREA E PARK ' INFORMATION. L AREA, 50 ZO R-12 O 273-76. A PERMANENT UNDERGROUND 110 3y¢ �_ -� IRRIGATION SYSTEM WILL BE PROVIDED sn7 `� F41 '' - ` 150 1, EET 11 TRACT"AA" Z.N R--f r1 \� FOR ALL STREET TREE LAWN AREAS. • If i287 s, 19292'3 • " '5391 '4y , \ �� f •, ,; -� L1 : " .-, '—�_` �„ 7 POLYGON NW COMPANY 6'5410 \ ,,.:. 4i s .l- '1,;:,..117,:f.1,--:,,,,,.. 1 .•as �+ . ALL STREET TREES ARE TO BE INSTALLED -, .x , - • j _ `'\ a _ 6..I'.' 1i a i x E GR•VE"7El�'> ";•"�� '� " WITH A GER TEXTILE ROOT CONTROL 'I'''. . r lwusnnoN METER -" �;\` , `rte E -.�': I : : », - I APS '\ '' + •' 5395 i„, ,,," -� n - ^^;-1 5385. SYSTEM PER CITY OF TIGARD DETAIL 2 �t :I 1 ,1.. 149 '_.fI I,-5293,IPoBPMKSANpRO. 3.il ,,,,,..,,,_ ,,z.____,,,, .2195E _ I. \ �� i .•SI]5�.-y53]b� / GG ..w„ ® 178 53]94 �?- � � SHEET L.1.06. 1 5115. t iF:. Fir- i{ ,,. '\ I :_______:74.0...„ f Y..,, -:� \Por .....,.___3711„c„....__,, \�..... / t�—.�\_.tel\ .�� "'= .,� .b :: ,, ___.. .. _._.--- ... _''_` m>�, .-- . _. \ l`5381 _ e 8. SEE CML PLANS FOR TREE Pacific p I 5296• 1 �� 1 r� \ �� ..-�^^~ \.I J ._ �' �'�' PRESERVATION&REMOVAL PLAN. . ' ": CT BB" '� ,r Ilida+eY�i�im `�. _ "` Community - ..._.__.. ._ �,Y I SY 5352 93 11:7 t+, /��5411 51t.5.=14 'e . 4>�\9 „,,,,..1-,,,,,,...s,, R - le �,� iis _ 112 1 s .340��4� 5.321 SF '� \�%.�"'., Design .: �r I ° p tor-5 5,0185E I J STREET TREE LEGEND: 1 - I 1 148 I I- / ,iJ y 5753... 'w iv.., /t 5285 , ��- '! 531d 113 5339'11"1 6=14.1 92 ,.: I i. .�1. �\ 4,825 SF 1� � E ,-; KATSURA TREE ��581 I� �„ ��,,��/ - q Q ,.I� y, B.7w sF � ;, '. GEODESIGN,INC • •X11 s. K ,-11,-,••• a► a'F' O 'W , 5168 • 0189'=5 113 i 5315 1 �, �1 5351 4,4325F n 405'=10 0 % r.x '' 3,a1osF _ dlREVISIONS x 147 ' It 5355; 130I�' s33e. ,w �' SKYCOLE HONEYLOCUSTi��54;2 ill /_ 131 4,452 SF - •^ < ��I� ,,a L� (-7- \ � DATE DESCRIPTION \ `' � II0 284 -�. I:5316: 114 '_ 5169'k' I ©'7b4'i 19 I °I 1 95 �/ / Q6.10.2016 2 ,,,� �► 4,np SF 91 :/ ” ,7 C JUNE SNOW DOGWOOD BENISON 95TREET TREES �1� I Apt,_... :• 5312 ® 1 U V� �, 11,'5111 15291 E�> 110 SJJ]% II 1.4115E ' 4,2]1 SF J '�/. 1 t.: (46 x 41 52 129 �I 4,320 SE I47 t Ii o{ BENISON 19 STREET TREES 8 :, ,A �P saw :_:*,,,2-- 1a •x 1ZONE R-12 ips s2vsl 1326005E ; s3n its 5336 4I - I `. sss� r GOLDENRAIN TREE19 LOT SOR216.201F I� L 3600 sE II REVIso3 z,STREET TREES ` 1p Sao k I ice-I I d_ (I6� I 8 '. �1 LOT 103&104-06.261017 n ` Io I= a ® ® ,I N . 0• El 395'=10 M F .5359 452 11 0 a.a I6 sin, 4.4%SF �� 517t BENISON 2311 STREET TREES 1I 0 In—� 109 3,9245E 1� iI ► HEDGE MAPLE 1 ZONE R-7 i51 1— 2s 1 zJs ' 41 t \pj1 ! ALOT 122-08.15.2017 sew i ( • "W ,�- ' -' �I BENISON 24 STREET TREES 95F 8lll I 3,6605E I� w sza2 3,bw sE 1' - svo0 10409'=10 ! .0 452'=it #L ! I sz9s-! I s-_��<!1 �4 LOT 115-08.22.2017 411 / a,:I— I 133 d Q 5319: 116 '5358' Ism RAYWOOD ASH ll ,1 �S1- 4,320 SF 4,320Y �. p i T 11- ,o. I� 331 4197 ' (�� LIZ �I +1i 89 ��itll "LJt1 144 I I 529]7 H' F 108 ,39 s, ► f I /,I S T yi !,5408' O / 127 ..--- 5120 3,6w SF �HI 1 11 ' 3 i:.,Q 2 G r 3,5985E T 5281 J e1 -�I 3,6w SE — 1 i 53w': 5173^P" _J SUNSET MAPLE ti� �� a9 ' 0 384'=9 - I I� 1 11 _A �i s, : i�w 5407 : I 1'}-1105z.', f�5298 1.502 5E I 6- - 3.600 Si 107 1 98 I s,]I m f. SEED /'„.� •••r 1r. 14314 ?,� 532,: I t ,Q�'� ; LAWN- UPREMETHGRA55 C'rKRren LRnkfor d�+ ®i�d ( it 126 3,6085E s,aoe sF ' 8,320 SF �� CA SEED SUPREME MIX SEE y� VV I4 I 3,6/zsF *S28o�g 3,6%SF I pr 11 s»z: I -� ANDQLEGENDFORTYPLE J97 t t / l,, OI '� s3oe `fIR 'i 1; i 11 s,7s. ANDQUANTI7Y-SHEETLI.OS s/o9/97 a cct � • s32z �� ai2l�® 1j�E Al -;''' k !i ' 142 �I'; {I 5299+ 1,33555E ® 3u3 ,.3485E 5331 11 r 5362 99 :-L.. v �L t ��4 t' t - 125 i .y'laa Es-1 106 '� 1 a7 • '\ Sn6 r O ,`-(1)) �a� 1, 7,660 SF I szi9 j1.5300I 3,125 d.3s7 sF +ems-•� i --. 4.1n 5F �� ' ' '. e;ir' 1 ':i 5307 5123: \ • � /:5363' 3,7805E C ► 353 ;,' River Terrace Sln { �, 49g pf �.O F � [,': °O 136 6_Iia 119 ;5330 �� i.- I��ai , � I�. Northwest .(n ti', 1= 141 • i,, ��_ 3.631 SF 128 Iw 105 �' E �i 5368.1. 100 11,;" I Q E 5301 2- 3,629 SF 86 ' 'T 4I i 3,6z35F 1404 '' „,7 : \ 3,632 SF ',.1—5306 5324- 3.6195E I SR9 .3,8,4,,41:-,t_ _ 3,%2 SF 3.7805E 1�� _: i : '� I� E� SIT', Construction Documents • ...�t,' 74 _.'s1o3I, I k�1 T ill, , I�sws 1 li H 9?�'4 / 1 140 g-53m' 137 123 m, 'sass 120 s3z8�. 1 701 1 $,..t. I' 3,66J SF 4_ d,3125F t > 1 ,3105E 104 ' `a, 85 \��1 / I:.. 111 I 1�52n •( 3,6115E d -5305 - � 3,6055E rl ��.' 3,8325E 7]805F ► IT 6 :. .� I/5303 5326 1 (a 5366 1180 E I�. w f 1 ,1! 20, I TREE CANOPY i 1. A � I I ,1 � I . ,39 ! 1 h (� PLANTING PLAN y \\ i k 3,924 sF I Sn6 a 138 . 122 1 L n L. 121 103 .! 102 84 4 '• jjj ----—— .. �i_i L _ 191'- I,aoa SF f , IS1 �: Excuremormatar I, t 0 — —_ 1. _ .-..._0=91--5 —- ----4' 4 ooe sF- gi s3n..� .----..._. 1.190 sF _ ..0191'=5. .......... 1 . j 3 �4,,,,,,,i,„‘-:',1,,,,,, __,. k ♦ -- err. -_ , �� a� a I lI ,I __ _ / Y A 1 52]0 5269 �as-_ _.. a.. o"'. :1 r i -- — ----=-- -- '----- :17,°,‘,,,e7:1,71- -- s7� sz6o. ,� .41113,1-10, 441r-':::40:161-;,,;-'1::, ,, .: Q, ,. SWSATSiJMAAV) NUE„.. ...,. --c,. - '• ,-•,-4.. ,v.'...,;',-......-','''''','y ,3:.:, 5i..,•' : ? -: .' arc r..„,.., ©OSUBMITTAL DATE 10/26/2016 t irI ......t,itikiti ty 2 O TREE CANOPY-PLANTING PLAN 4� 1�� 3 c meiini.g 0 a _ _S0ALEL 1 04 a,. 20 40 Z im m min .11111 1 INCH= 40 FEET ELEVATION DATUM: NGVD 29 Si /& —00-5-r - — _J I L_ — I I L_ - — — —I I L– _ LEGEND: ss SANITARY SEWER Pati l IC 283.2 N 280.9 SD STORM DRAIN Community 16.0' 32.0' Des1,n 88 ML2,:6 284 - - - —W WATER LINE ��^�^ � — a 12564 SW Main Street • MANHOLE Tigard,OR 97223 _ 15.00' , [1]503-941-9484 - _ _ _ 1 _ _ _ — _ ■ CATCH BASIN DATE: 12/07/2016 — fI 0 Li I 1 ' i T — ji }0--o STREET LIGHT I I V I ' II STRAW WATTLE PERIMETER NO. DATE��I DESCRIPTION r I–Iz I ( _ I I I EROSION CONTROL r 1 2 I I ----__ STREET SECTION, SEE 114 I i - © CONSTRUCTION DOCUMENTS 4,320 SF I,I I 1 4.00' BUILDING: 5A-DL r li I+�_ 4 FF= 299.4 � , SETBACK SUMMARY 113 I BFF= 290.4 I / 4-. 115 FRONT SETBACK: 12' I I 11 I I SIDE SETBACK: 5' I 1 ' 286 STREET SIDE SETBACK: 10' a) - - - I"i""• GARAGE I I�� 29 288 REAR SETBACK: 15' o ` I �I_■I I I I '0 292 0.-..__.--______--._._-_-_ PORCH SETBACK: 8' • GARAGE SETBACK: 20' 00I� I _�I 294I _`- ter . 2 �___I 296 I I —.-._- t — U PORCH -- –[11 I LT — - CV I — — II _ 6.00' _ 0 _"�. _- - I - -20.01' - —18.05' I Ij PUE ', --__ —15.24'- "�- t - — 1 ,• 4 LOT COVERAGE: - t� , j�' �..� �e ' -295.8 /-- i �,. : ABM= 48.0' ��r - - LOT AREA: 4,320 SF L, ►►SBM �` RIVER IL 1I v SIDEWALK G BUILDING FOOTPRINT: 1,814 SF �, _ � _-� � �_ TERRACE 3 • / w '''r w \/. 1' ' COVERED PORCH: 52 SF i / PLANT (1) STREET NORTHWEST WATER METER 1 o TREE: 2" CAL. 1 .. . QS CANTILEVER LIVING SPACE: 40 SF M 19 SKYCOLE B 28.00' ae STORM LATERAL as 0 e\ HONEYLOCUST/ ! `'' �' COVERED PATIO: 0 SF 0. co GLEDITSIA 0 - . �� SANITARY LATERAL N TRIACANTHOS SW SHADOW TRAIL STREET DECK AREA: 160 SF o INERMIS ��i_ j ' �� LOT 114 ,j' ` • i TOTAL COVERAGE: 2 066 SF rct .444sum. iii 1 ( I PLOT PLAN i Ill l� "' 47.8 % i�"� 2 • ��: _ r_ ._ �!� .. ,N�.�, =,� K.„, IMPERVIOUS AREA: 2,740 SF s: '5 a U -4- C 1r! : - TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 0 Approver PI r,ning 2S 1 W6 Date: _ /Q/ON 14 PROJECT NO.: 395-037 O ` TYPE: CONSTRUCTION cn Initials: Lg SCALE REVIEWED BY: pRE LOT 114 (R-7, STANDARD) 10 cn RIVER TERRACE NORTHWEST Ti_ 17358 SW SHADOW TRAIL STREET 1INCH=20 FEET Q Z c POLYGON PLAN OPTION:5A BASEMENT WITH JOISTS PL15-342 UPPER 14"OPEN WEB JOIST @ 19.2" O.C. 10/13/2015 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE et PIotID Length Product Plies Net Qty Mil RM1 47-00-00 1"x 14"APA Rim Board 1 1 r— bm°®-'I�i — _ -�— RM1 40-00-00 1"x 14"APA Rim Board 1 1 J RM1 RM1 39-00-00 1"x 14"APA Rim Board 1 1 21-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 2 RM1 4-00-00 1"x 14"APA Rim Board 1 3 '[O N N N N N N BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 U LL LL - LL LL LL u_ LL ILL L LT_ LL E BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL ,�V) tO LO o `LL LO o o BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 0 BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 )1. 3M4 C ..Ms ` _ _ I#= Img BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 � , M ® ®p.. 1 1 BK1 11-00-00 1.5 RigidLam LVL 1-3/4x 14 1 2 u_ BMS 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BMJ �L�li.i:i. BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 6-00-0C ® o a v BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 LL LL ,LL LL !,� ,� BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 o o �l o [L�� LL o o o m BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 �� L- BM11 4-00-00 BBO2 1 1 • L O FLOOR LOADING Q A BM5 1 BK1=BLOCKING 40 LL � I y LalL___ ININI � :$�% RMI=RIM BOARD 15 DL 11 G ...Ili ACCESSORIES QTY f � '�I p THOL7140-2 16 ' HH • e , © TFL1714 3 1 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' I 1 0 o ':0 0 0 II 1 U- LL 'LL LL LL I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN N. r N- N- N. N. n N. N. n I r`1 0 r) r) r) REFER TO STRUCTURAL PLAN FOR ADDITIONAL Q CONFORMS TO DESIGN CONCEPT 00000 U- U- O U- O O 1 LL U- ILL LL L U- LI- U- POST TRANSFER BLOCKING E] CONFORMS TO DESIGN CONCEPT WITH L.L. U- U- LL U- LL U- LL U- LL LL s4 _L I:I AND SHEAR BLOCKING REQUIREMENTS. REVISIONS AS SHOWN I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.jD NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED F0A GENERAL CONFORMANCE t h 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' �j ' 1 WITH THE DESI6N CONCEPT ONLY AND DOES NOT RELIEVE THE m I : I` •a�o� FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE _ iBKl1 __ :/__NDO1=: 1 � _\ IIONS ALL aH; , 4 A I - OVER TN?S SHOP DRAWING. By: MRP Date 10/13/2015 CT ENGINEERING INC IRM1I I MU JOIST WITH RIM SHEET 3 OF 3 Pacifi mbar (24x36 SHEET) SCALE: 1/4" = 1'-0" & TR U S S COMPANY ROSEBURG FRAMING SYSTEM'" =ate 1'-,,„„== PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for today's builder notsotuR These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. tualmekr 50.01940C,,ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM-LVL RI GI Q RI M� 1 ,I'II �� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other . +e•.° Posrs FROM ro ee.c suuBs+S BL ta:' , �xsr..LL sousx swcKs product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS \/� ,,,...... ,;=,.- ` vee vernix,a h.,rcx copying of these lens,infringes rights under the Copyright Act.Infrin es face liabilities that Include G - IIS l.ocas na 9 P 9 9h9 \� �_ penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. ► 41'''/-7 /I aELo TO 44/cRFPI-JOIST I� 1, •�Ih, RosEBaROFOREsrPRaoDcrs l� CONTRACTOR NOTES: DES/GN NOTES: N°°.,.°.N,,. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "-`.�."°T"ee n.M��xa 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR 'v,„"'°`w°0°""°"°°'°""""0 MAIN FLOOR JOIST LAYOUT EXCEED THE LIVE LOAD +�"»+ � FN�� (UNLESS NOTED OTHERWISE) SCALE: 1/4"-1'-0" 5)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPI•BLOCKING PANELS TIITH BEARING NALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 ATS. NTS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL pLIVE LOAD 1 2 SHEAR/MALLS 1 psf f DEAD LOAD (DOUBLE) 1 1-7/8 RFPI-20® 1 9.2"O.G. (DOUBLE)1 1-1/5 RFPI-20 5 1 9.2"O.G. _ SLEEPING ARERS: vo SEE SHEATHING NAILING ATTACHMENT NOTEiliii ( SEE SHEATHING NAILING ATTACHMENT NOTEIIIII it TH/5/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD �:7 �J This layout is to be used In conjunction with 12psf DEAD LOAD START START ------------ Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAPI116o FRAMING FRAMING 'urchaser responsible for approving this 25pSf LIVE LOAD HERE HERE ayout prior to any construction. 11psf DEAD LOAD B3 R1 Si 53 - ,..1__ _ -". '1 J J I J J J I .R 1 R 1 ` T 1 1 I I © CONFORMS TO DESIGN CONCEPT :1 -1 J1 - J .11 -1 2�I� �f l! 0 CONFORMS TO DESIGN CONCEPT WITH 1 ` REVISIONS AS SHOWN .3 -5 -5 J= -3 3 -3 -•% - !I�'.. J p��l H I i- N s 0 NON-CONFORMING-REVISE AND RESUBMIT -1 J9 J 3 J 3 J u J 3 3 -9 .1,- _ •___ E. ,c _ -1 THIS NO WANING iva Bax AEYICOO Fan 00iOsu CONFORM E � •1 ' i , OM TY,E PEW%%CONCEP'ONLY AO OOEB NOT RIIER E F - ABn00ATO.E AAn OF MSFOIMBTIt"Y POA COROANCO HRH iK Sn 3 I I i I I i II 11 OM NMTSANVIrOt AND SPE IFlGLIMR ALL OF*10 AVE MOM 4.MRP w:e_10/13/22015 CT ENGINEERING INC ,a a as , u I I - 1 02 _.- R 1 = _ _-!7-7-_,7___I____;., — _ IIr-,IIa II x. 11111 I I I . iM! ,. IIIIIIIIM•1111111•1111is:1 " R1 R1 "' liii P J 2 J2 J, 1I I S . .J . I I II I I PORCH R' 1 PORCH )MPCRTA T/ I I REFERENCE INSTALLATION L___ J J GUIDE FOR ALL FRAMING I 1 1-1/5 RFPI-20 a 1 9.2"O.G. . 1 1-1/5 RFPI-20 5 1 9.2"O.G. DETAILS AND I--JOIST INFORMATION LEGEND. PL 1 5-342 (Main) ® DOUBLE I-JOISTCONNECTION SPECS POLYGON PLAN OPTION:SA BASEMENT WITH JOISTS Filler blocking is not structurally required provided both p ,i________,_ �� o- =-HANGER GALLOUT = �� ®� II-Joists are continuously laterally supported by . c E —gym connection to the sheathing at the top flange.In ® -SUPPORTING POST m •• • ��®©00 / addition,the Joint in the sheathing Shall be positioned & TRUSS COMPANY 0 ��®000 over the center of one of the two top flanges to assure ® POST LOAD ABOVE 0 ��®0®® •• - shear transfer between sheathing panels. R -RIMBOARD �. IIII��I®1111 7©� —/ 1051 5 5"ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING m= ��®©0 a Range °" 31D 0- • ��m011® ,R< z,ae MOT T-,T PLAN DESCRIPTION/NUMBER: 5A BASEMENT WITH JOISTS .15 -JOIST BLOCKING - - ��00� Requkrunents „,. M- ,„,. ISar NN- M„ 000 .,, SO. MN CUSTOMER: POLYGON ®- - �� m®� PLAN DATED: 1 O/8/1 5 J -JOIST GALLOUT 0_ _ ��-�m� DBL I--101ST WITHOUT FILLER CONSTRUCTION m° r ,e r ,e• z OP r O P xa B -BEAM(FLUSH w/JOIST) ®" - IMMINEIMIIEM ©0® N.T.S. z 1e 1B. r Or r 3P r OP HDR -HEADER(BEAM BELOW JOIST) —�1M-- . r DESIGNER: KRM/L.HENOERSON DATE: 10/1 3/1 5 550-BEAM BY OTHERS EZM 1ZMIT 1 1.88-or-ITT 1 1.55 --�©-- FL 1 5-342 MAIN SHEET:2 of 3 PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM `a;�^ --rzF i quality engineered wood products for today's builder � These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. �� ,II II ..i The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM LVL RIGI DRI M e" ,N SOLID BLOCK ALL W° . oosrs PT.oM Aewe ,$-$N..., ro BEAR,, BE�oW. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �K«E wEARN.A AREA Of BLOCKS product supplier other than Pacific Lumber Gom an Is strictlyprohibited.Unauthorized use or ,I/I ' �.ewwma ---.-.- ,IIII PBrc DBrAi�ie.nArcu PP P yP ROSES MR FOREST ARODUC IS ROSERWp FOREST PRODUCTS G 1:=L,v T1r1:s ocKs copying of these plans,infringes rights under the copyright Act.Infringes face liabilities that Include �� `` / BELory TO POST ABOVE penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. ii.j � Ij�li; RFPI JOROSEBURG FOREST ISTS ;, ,I4„,---e'',..`,,, TS IIIA GONTRAG row NOTES: DES/GN NOTES: °°^^"°°° 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS °" ,s "ucwu,rw .,a,w,e 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR .�.b-•w.w.,+ow^mw�,., EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WITN BEARING WALL ABOVE POST LOAD TRANSFER DETAIL. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 2psf VOD 1D SHEARWALLS 1 2p5f DEAA D LOAD START START THIS/5 A PLACEMENT PLAN ONLY. SLEEPING LIVE 30psf LIVE LOAD 9-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-20 5 1 6"O.G. • This layout is to be used in con junction with 1 2psf DEAD LOAD FRAMING FRAMING Architectural/Structural plans.Verify all I HERE HERE 1 shear wall blocking placement and connectors ROOF LOAD/NG: PATIO \ PATIO 'urchas responsible for approving this 23psf LIVE LOAD I ---/ I ay0ut prior to any construction. 1 7psf DEAD LOAD Y r I — �� e r I I I j i I i i I I I I R1 J1 J1 J1 1 1J1 1 .�I1J1J1J1J1 J1 J1 J1 J4 J4 J4sFJaJ4J4JaJ4J4J J4 R1 R1 , J4J J' 4-4J4_4 4.,' 44JI4 ' 141 1 1 -1 1 1 .1 1 -11 .1 1 -141 -1 �1 1 1 I I - � --- -:mac ..=:.•...L. I I I 1 i 1 I 1 I I I 1 , 1. a J 1 e t fi I c ii , J;3-- a , 1 _ ) +1 P a — L I i k 1 , -I A , ..L 1 , • i A - r ^ \ -- 2'-3 1/8' 2'-3 1/3" 1 1 I 1 1 1 PORGH 1 1 PORGH iMPORraNT! I � I REFERENCE INSTALLATION L J J GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 5-342 (Basement Floor) Pacifi umber ( H }—-HANGER CALLOUT POLYGON PLAN OPTION:5A BASEMENT WITH JOISTS ®/ Mrk J 1 RFPI-20 1 3/4 I Material Width Depth I Grade'Gay Gut Lth Tot Lth -SUPPORTING POST & 9 1/2 15 20 300 TRUSS COMPANY G -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 , 2 10 20 R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT 105155W ALLEN BLVD BEAVERTON,OREGON 9T005 (503)858-P 353 J4 RFPI-20 1 3/4 9 1/2 13 22 286 LB =LVL BLOCKING R1 055 Rim 1 9 1/2 4 16 64 SCALE: 1/4"= 1'-O" PLAN DESCRIPTION/NUMBER: 5A BASEMENT WITH JOISTS J8 -JOIST BLOCKING JB 1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 24 3 '72 CUSTOMER: POLYGON J -JOIST CALLOUT JB2 BLKG RFPI-20 1 3/4 9 1/2 1'7 3 51 PLAN DATED: 10/8/15 B -BEAM(FLUSH w/JOIST) Accessories • NOR -HEADER(BEAM BELOW JOIST) H1 ITHO 1/950-or-ITT9.5 4 DESIGNER: KAM/L.HENDERSON DATE: 10/13/15 BBO=BEAM BY OTHERS FL 1 5-342 BASEMENT FLOOR SHEET: 1 of 3