Loading...
Plans (90) rt-i57:Lo/? - Gc,.-/S /d02.? Setif C LEGEND: 6 - ss- -- SANITARY SEWER Pacific 1- —s7 Community , STORM DRAIN Design t ,�;f�t /'--�, 341.9, � --\ i f A,gg, —w WATER LINE fir, l r + l 341.5' �� '' 12564 SW Main Street "1' `))' �' �''l \"� �i MAN HOLE Tigard,OR 97223 �.'] A l _ _ '1" 4.-g) V�', r - it .A V' � ,�f R]503-941-9484 .,, 1.-- 1f � CATCH BASIN _______,_-_,_- . .........�-_-_"'�- „r�----"-�..""_`_ 1,-,.% DATE: 5/11/2017 — - – 1 _7 -- STREET LIGHT fi REVISIONS ___ ____._ - 1 NO. DATE DESCRIPTION - _ ____.__ -18.80'_____I------ — it o STRAW WATTLE PERIMETER 24.78' '� EROSION CONTROL `\ _ =-1-1-4- ____ _ _ _ _ 1 1 1 ppF FLOW DIRECTION ARROW i ar I- - I 1 t\N I �1 0.00' --011-41--gI, 1 `,. __ i i' ► �• 0.00' i \ II < ', I SETBACK SUMMARY 42 I ,l I 1 FRONT SETBACK: 12 254 SF 1I 1 I SIDE SETBACK: 0' I1 38i : 3 ' 40 41 BUILDING 43 I 1 ' TRACT C STREET SIDE SETBACK: 8' 4 °� 1 1 I �� FRONT GARAGE SETBACK: 20 5PLEX-K6B , co 07� [ i ; I 4 I FRONT PORCH SETBACK: 8' t UFF=351.6 I 1 °� 1 1 \ -I REAR SETBACK: 10' ci I 11 'GF .-.-342.0 1 11 SETBACK: 5 s i i \ FRONT 1 �, ( `j G REAR COVEREDDECK a 1:-.=r1A 1 GARAGE v. r I I LU I — a €I a 7I1 _ ; i N -� �� o'�— � 13 i--�- i o PORCH^-I-—-1 ci , I 1 ' LOT COVERAGE: �I_L_ --J L1 I - - L L--_� 11 14I a fN J I \ I 114.67 20.00_ 1;fff ,' il LOT AREA: 1,254 SF s\ 339.9 ?l 1340.3 r;f BUILDING FOOTPRINT: 567 SF 0. = RIVER kf o 111111111=11111WILM,W1414 1 111i \ & - /co COVERED PORCH: 40 SF zz \j\ , _ + �. TERRACE COVERED REAR PATIO: SF \ 1 WATER METER CANTILEVER LIVING SPACE: 0 SF EAST 55 S� — SS – 55 SS SS , �� DECK AREA: 72 SF 1 SANITARY LATERAL \ (1) GOLDENRAIN TREE -4- ,\> / / KOELREUTERIA TOTAL COVERAGE: 679 SF S — a -- – OS ,�1 j) PANICULATA cs cS o STORM LATERAL SW 169TH AVENUE ; 54.1 % LOT 42 A / ler i _ _ IMPERVIOUS AREA: 941 SF PLOT PLAN ` m - r 0 y _ f 4. \ / EE o CITY OF TIG ARD RIVER TERRACE EAST (503) 221 -1920 Approved by FI`'nnin� lip Q /„� Date: _4,16_,D7 PROJECT NO.: 395-037 ('7 2S 1 W6 L "' TYPE: CONSTRUCTION o^ River Terrace East LOT 42 (R-7, ROW HOME) Initials: . 0,, _____ SCALE REVIEWED BY: PRE P o Lot 42 �o 20 CO - 13023 SW 169th Ave RIVER TERRACE EAST 0 TBD SW 169TH AVENUE 1INCH=20 FEET LEGEND: —ss------ SANITARY SEWER Pacific ;. , �) Qu ----:,5,--)–--- STORM DRAIN Community ,,; j �Is�J ' Design �? i �--' '._. V /7 , —w WATER LINE /341.9 2 341.5/ } \ ` 12564 SW Main Street ' _ ---;A: ---N- Tigard,OR 97223 �' ti r / \ ` :.r;_..� [T]503941-9484 -_ LE �, � .3: : ; i CATCH BASIN -- - `� / DATE: 5/71/2017 1-_ ___ l' �r 1 STREET LIGHT —__ � - - R SIONS — I__ ----L� - -it-18.80'�___I� — �I STRAW WATTLE PERIMETER NO. DATE�I DESCRIPTION —_ _ s-\\.-..__ 24.78' I I I l-- 1 , 'I r' — EROSION CONTROL II _ /. I �� FLOW DIRECTION ARROW al ±-1- �� I 1\ IL-,\ 0 I1 1 1 I ,, 0.00' \ 1. 1 '1 I1 / J SETBACK SUMMARY �- ,'� 0.00' i 1 , :, , 1 I I ) \ 111 { FRONT SETBACK: 12' i 42 I 1 1 I ! j L= I -_--_i SIDE SETBACK: 0' 1 I ` , i 1,254 SF 7r., 1 II STREETSIDESETBACK: 8'3 I i __ .. 3 I `#(? I BUILDING: ' 1 rs is;C ! ! I — ' I \ , 1 1 ' I i !I FRONT GARAGE SETBACK: 20' ! 1 I 1, ;. �; 5PLEX-K6B s ;I I ` � 1 1 1• FRONT PORCH SETBACK: 8' 2 � i I i Ii c I, UFF=351.61 1 /I { I ' REAR SETBACK: 10' N I 11 i',.—i ^ 'GFF=342.0 i I "`r , :N`. �I. I : II ` v ' REAR COVERED DECK SETBACK: 5' o' { i ri t1 \ ; FRONT 5 1 `� f' ll jI p L. t 1 e. �\ j L i 1 i Y,,J4;}i i j GARAGE f I 1 ,��I v ,: i1 11 1 iia I . w I Ir--�L -�' -Y I l� ��� i_'—`i/i PORCH- _ z r----I"�` �r—--, / 1 !, LOT COVERAGE: N o 0 1 I ❑ — ii, to ka 1 ,��� ,it� � ! 04 _ I /j 17,4,y11//iii 1 t. f Ij ! a - — 20.00' — _ l / l 'l 1 iii° t lI 1 LOT AREA: 1,254 SF csi - - - - I — I— — - -114.67'— - - - - it 'ill/JJ'l/1 ! ,-- 340.3 r 339.9 —; ,I l i , i' ,�, �r / j / \ _ �� j �� �I v / /,4IP SAI'iii `' I ., 1¢ I f; BUILDING FOOTPRINT: 567 SF _ �\ \ b \ j1i . . -,. 'SIM. ,. . \ ' '' /� RIVER _ , .. lir — l :t �.' COVERED PORCH: 40 SF — — - _ — «,A, - TERRACE -� I 1__ — _. i !— —1— COVERED REAR PATIO: SF c7-5 --- ��,— — I._ ._.,. _ ._ 1 1 \ �� WATER METER j EAST co ! �� ! CANTILEVER LIVING SPACE: 0 SF ii -- SS --— _- SS —'- CS I _ ._ S _ SS I s5 —_ SS SANITARY LATERAL )61. \ (1) GOLDENRAIN TREE DECK AREA: 72 SF cst I t ' o> / KOELREUTERIA TOTAL COVERAGE: 679 SF i sSS 'i "� } C-'.'y'. —_ PANICULATA 35o_ — • E STORM LATERAL I / 54.1 % SW 169TH AVENUE ' LOT 42 I � / \ .�.I /• w , a. v/ \'o ta...,- IR r---F'": /i a ;� u i — — •— . ____ I — — — --- Oa , c ° Cs n n r e / fr_ o —— % --k PSG / � f ' 7 11 \ ` .5 o CITY '- .ARD cAc RIVER TERRACE EAST (503) 221 -1920 Approve ;..:ening0 p / - /� f PROJECT NO.: 395-037 Q o 2S1 W 6 Date: /#//`1'/�/_j TYPE: CONSTRUCTION g River Terrace East SCALE REVIEWED BY: PRE Lot42 LOT 42 (R-7, ROW HOME) initialf: l 10 20 • 13023sw169thAve RIVER TERRACE EAST o� Y. TBD SW 169TH AVENUE 11NCH=20 FEET o _o to al! Ori I:: E Z C `n O m Fl CONFORMS TO DESIGN CONCEPT E — m 9 ® ID CONFORMS TO DESIGN CONCEPT w r- %o %0 y CONFORMS TO DESIGN CONCEPT WITH U CONFORMS TO DESIGN CONCEPT WITH GI co ton 0 O '' REVISIONS NOTED = y D m .Z REVISIONS AS SHOWN d o z NON CONFORMING-REVISE&RESUBMIT Li NON-CONFORMING - REVISE AND RESUBMIT w ,a THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE O O ® WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE `Dm t71 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE X Xi PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY O. Z o Z By Alexia Date 4/24/17 OVER THIS SHOP DRAWING. MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: April 21, 2017 o o co r I ■t-,st CT ENGINEERING INC c▪ o n x rri 2/I k.81 a m r .o-AL 1 ■9%6 I r �� .9,61 r .z/1 L-9I - C •,-.-----/ a 'e IN _�d9HJ I ' ����� ) ►�����/ 1 mil; y � it m m XI ,.�� ewe ra,a > < < < Q kr, , 1:..14-16.1_--. _ co c„ rn • z z }� - IIIW__ WNW ZD Z :0/ k Al .C2 0 �I I ® I to tl IIII /■ 0 C. MIh m ds / '.��oreo p. 3JF,m ■�c�� IMAIu�iM, T I i1IL 7 zzommMwmomz b .,., AIIIiU T_, ix,m ilk aihll 0,,,CL czr ,,,s.,1 8 z_< -�I 1.-1 .� Jo Z o0 IIzwO w n 21 1` ...di..., ,•c c cr it,I%01111111111111111•fcMIM1 w__i ■ ‘_ 1 m_=I1RIIIRIIIhII i 4 ■rel 114-.1..14 ■1I I L- XP gh Ca rare= iiii.i:.1 Ca enamor ei -I C a da III Nun= EZ =Noel MEri Min 11111111Lionm co VS s o I e- ■11 Z111 1l5 ZIZ Q I- = O s ■ZR 9•S6 3 l7 I 21191St � o 0 -o s z , terN P N O O 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERESTART FRAMING HERE • , START FRAMING MERE START FRAMING HERE • START FRAMING HERE 0 0 0 0 !BM30� f BM6I f BM6� (BM30� 61311 '-'---7741 4I'- n pm I. �-_ -r-1,-=IiRM11 -M111 w c TiP - i1 IRM11 p w ,-in-40 11 RM ®11 d f:1;n1 -12 -' rztlra�&3'��wep .N�:T.h h- fes.-o.�-111=_ _ __� ,. Ir- f. - _ -T-� A _ = ID... LI. o I _ GD � gi' w� -� In m rn u m �°' o: � onrnmg' � °' � o $ 4 1 o n o aIISvIII o 0 0 o o. 4 oc o0 oII 1.,:,7o - 8 8 8IQ IIJIIJIiH� �l II -LL LL LL LL LLIAL 1L LL 11 1- W LL !L LL II LL LL LL LL LL LL O 11 �I ; u u C�.2-10-15 I { ' �12-0-1 '•:1 11� u u1 u LL I.•C,2-10-15 Ilm Io a o o �� R v I ! 1 ea 11 Hf !➢ c 6 f -t- -+- R, ! III 3 r -00�� N v �h;_ . ,... ,,�-mom.:._., a 1 1'.- I I� 114 114 I' -14 • 05 FOS II b 111 }Ii ._, 111 a _ F11 !.. 103 I 103 1 E _ ',� II F03 .o.. F11 yl j 111 � 111 I 103 ti."-- II 1 103 1 q 1�33 14 111 t- i 111 1 111 i 103 oS it 1j 111 1 t 1111 Ill 11 F�. Ij FM I6 1 f 1111 F03 FM -- rte_ _., 14 106 1 0 ill 7 �1 F13 it A 11 ){1 0 j. 113 11 t �.F06 1i 103 I1. II F12 11 P 112 li 1I iii 112 103 R 1 j. 104 1 it 112 1 F13 ii j # 112 1 ��RMt� 11 i ill n0 AIR CV m .4I 1 ll M 1120 I 1 1 a j JF12 a W 1 a F12U -1 10d RM1- tl 9"- 1 - 911 { HP �' RM1 1I �� 91� ® 4 112 /\\ ; `�= 112 4 I. E l j.. N u 4 F12 .�I�I j 104 II QI�_- li4 F12 •�j1 �If 172 �Im 1 1 1t' 0 F72 1133 1 1- 11 h 103 1.. (� F12 (i �. 112 1 t F12 FOCI I 103 © L. Ilb -. t� g,_ �II ,- 11 II �� 11 NN 103 \ tY II, 112 112 ii 1 p F12 Ili 1120 Al 112 ?!I 6E F12 j Ffl311 I! 103 1LIBM2� + I �1 ` I 4 1_IBM21a1J 1 1111M21_11III 103 { 1'` F03 ,' II U F11 "1J)� - { 111 U ; U 111 1 103 flR 1 F11 ql ! 111 jl 117 1'l1 0 d2 b1 1 117 �� i� Ed 102 11 111 1 111 A A 1 102 t I ,T t 111 11 111 w = 1 111 - A R 102 1,1 d I n u 102 1d1 j1 111 j 111 1 i 111 li ,1 Ij 02 4 1b 111 111 yl F11 11 F02 11 1A ____—____FTI I 117 1 f. Q1 '" 1. 111 'I 102 it 102 J 11 __-- aleC MIMI I • " � 101 �gRM1` 1-0 10 -M5r _ `` 219r_______ _ --N'' T 1-0 10 1-0310 BM24 •-;i u_I J �Q F0] i® V T G�ufl 'MU � ThRM1 2'j_ p ® ��;'- RM1IRM11 VI I- 5-- I- ® CONFORMS TO DESIGN CONCEPT tu g El CONFORMSTOOr G"mNTD.T fu g lug +u El CONFORMS TO DESIGN CONCEPT WITH a m a m a m a m REVISIONS AS SHOWN re o t7 CO o CO o re o ❑ NON-CONFORMING-REVISE AND RESUBMIT 0. o p A•,,, 0. o _ o r o THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE y E.MI LBRANDT ARCHITECTS w y y KITH THE DESIGN CONCEPT ONLY MD DOES NOT RELIEVE THE b E. Eo io FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORM/ICE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH NAVE PRIORITY OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:Aori1 21,2017 CT ENGINEERING INC • I � + -I- Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4X20LVL 1 8 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3ALL BEAMS AND CONNECTORS PER ENGINEER BM, 14-00-00 1-3/4 x 20 LVL z z RIVER TERRACE AREA 3 AMERI MOD 5-PLEX E-6(B)&K-6(B)LOTS 39-436, umber BM23 14-00-00 1-3/4 X 20 LVL 2 4 BK1 12-00-00 1-3/4 X 20 LVL 1 3 BK1=BLOCKING FLOO 40 OL DING: BK7 11-00-00 1-3/4X20 LVL 1 5 PL17-136 UPPER RM1=RIM BOARD 150L & TRUSS , COMPANY BM30 11-00-00 1-3/4 X 20 LVL 2 4 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 3 4/20/2017 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 6 RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I \ BM2 5-00-00 1-3/4 X 20 LVL 1 1 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. II BM21 5-00-00 1-3/4 X 20 LVL 1 1 ACCESSORIES QTY , BM3 5-00-00 1-3/4 X 20 LVL 2 2 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA BM4 5-00-00 1-3/4 X 20 LVL 2 18 BM2 4-00-00 1-3/4 X 20 LVL 1 4 O HIT420 86 SHEET 2 O F 2 BM4 4-00-00 1-3/4 X 20 LVL 1 1 RM1 4-00-00 1-3/4X20 LVL 1 3 1-3/4 x 20 LVL BLOCKING 70' BM24 4-00-00 1-3/4 X 20 LVL 2 4 DO NOT. BM5 4-00-00 1-3/4 X 20 LVL 2 2 _ Loosen,remove,cut or notch RM1 3-00-00 1-3/4X20 LVL 1 4 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEETan Y part of the open P web joist. RMI 2-00-00 1-3/4 X 20 LVL 1 20 RM1 1-00-00 1-3/4 X 20 LVL 1 6 �.,., „„� PACIFIC LUMBER COPYRIGHT 2017 ROSEBURG FRAMING SYSTEM” „., aiuY° "`°"`{"""'h" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2017. quality engineered wood products f0!}OdQV'S builder." The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber {� /•� , p�p �L .graft �I' I� �i� Company,which retains copyrights to,and ownership of the plans.Use of these pians by any other 21GI��l� L1/L R'G'DRI Itli+ wpm BLOCK,�u vos,s MOH Aeovv •H , product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or aosFevx6 f08Ei1 vaobuers• eObaleR6 fORE5r1aPOOBCIS lti ' ,IIID eao..To vosTso.E copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include /\ ` �- penalties of up to 520.000 per work infringed,and 5100,000 per work Infringed willfully. ,► �IINN:,a RFP10 JOIST �,> �I�� CONTRACTOR NOTES. DE5/6NNOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAb "'�'„`” 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE 5)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POET LOAD TRANSFER DETAIL (UNLESS NOTED OTHER WISE) OF L/460 NTs. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEP/N6 AREAS: TH/5 15A PLAffJ4NT PLAN ONLY 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 6 1 6"O.G. 9-1/2 RFPI-20 6 15"O.G. 9-1/2 RFPI-20 6 16"0.C. q-1/2 RFPI-20®1 6"O.G. shear wall blocking placement and connectors ItOOFLOAD/N6: 9-1/2 RFPI-20 6 1 6"O.G. Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE ,ayout prior to any construction 1-ipsf DEAD LOAD R1 \ R1 - i Ri R, ' ,� it ( I j - i� ® CONFORMS TO DESIGN CONCEPT� i �� I ❑ CONFORMS TO DESIGN CONCEPT WITH Rii i , ,, 1 • 1, :: REVISIONS AS SHOWN �+ i �� { • �! il lit ' Ja ' '?" '10 ju B .�__R ❑ NON CONFORMING REVISE AND RESUBMIT -i ' i THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL GONFORFWiCE j - .t� J� it 11 II -i i J J.ii ' '�' 11Y" N'ITH THE DESIGN CONCEPT ONLY AND ODES NOT RELIEVE THE 11r FASAICATOAIVENDDA OF RESPONSIBILITY FOO CONFORRANCE WITH THE "i W { I �" l' II 1l 1 ! Rt DESIDRHDISA$HOPSAND DAANINGECIFICATIONS ALL DF 151CH FIAIE PRIORITY OVER R1 T .. 1N T - l HO 9 'I•...zyy....- - I'I_y�-W i.. .=, x H�R9 i 3 �S�� � • )-. _:_: yl ,,:.. f�' a � } i, _ - a.._-. By: Arnold R.Solomon Date:April 21,2017 ®LLl R, —I- Hp , , .tI .4 Js .0 J, .4 i �# fi I I II '� � � ii CT ENGINEERING INC R� I I , I Zcn a � II �1 I y I l I '11 r y ®cnww.l:,uuSI.COT ra wQ\ Bi I $t_ 4 1 1 i _ . F -xJ t� y4 I' �<N prow.TO W.a��. H fid. f'' � ,I I RiII • ( 1 R1 :i R1 I ! I RI RI t II - �- rt 1 t I 11 1 R, I _a BQ 11 �uw oar a/,41> : R, B1) �� R, ) II 'I (IMIiBBANDT ARCHITECTS I I; {I {II .j I I I1 i �� R3 R I II i JI JB1Iy -0 II 47 ' .. -.r �,Jy�. ,i ii H 1 -`.:w-" I "h: fir --° tlSY L_ i� I [11 } i 1 - llr Iol1 i t LL' 1 '; j i 3 I r — R3 :) ;i li 11 B I fFI, I ;I I! + li I ii �!I I�;;:' 11 11 Ii .. .. i HI k : 1 . Bal', 11 l ii 1 e �r Ill n 1 411.! + ! 51 I"'!s 4e 18 F�h J Jb lirJa {sl i Jb Js Je dt es9 i l'y a B �A B1 d Vi 6: B 1 a7: 6 I en i d h�1 1 Ii I III -ib aII I I III II II1 1 I lIII I I R� R2 .i J4 ai I. Il JO . _-.: I 1: HDI• I. 3 11 ,4L J i6'L �' ,i i .1 • -'4'-'1,744711 ._�' �. .6 -- N I Rt � HvYa il � HAD "." • - -HUK - i1 I,'i,-'1,1;;;;; ,1:4;1::1(.:1111R J,P._.t 610 ' I iI -. L .. 11r7r -: ..:. I -.- I II I: B10 - B3 - " l� 11777 2 2 00 0-___-_,„-Q . PL 1 7-1 S6(MAIN) LOTS39-43 POLYGON RI VER TERR.AREA 3 AMER-M00.5-FLEX E-C(13)C-6(B) Mrk a Material Width Depth Grade ON Gut Lth Tot Lib R1 1.75 LVL Rim 1 3/4 4 1/2 1.5E -39 20 780 R2 O5B Rim 1 9 1/2 5 16 80 Holk 1 BIG BEAM 5 1/2 11 7/8 2.1E 4 16 64 /14PORTr1NT./ 1412R2 Cascade 5.1-24F-V4 3 1/2 10 1/2 Fb-2400 2 14 28 HDR3 Cascade s.L24F-V4 3 1/2 10 1/2 Fe-2400 9 12 100 REFERENCE INSTALLATION 81 RigidLam LVL 1 3/4 9 1/2 1.5E 3 4 12 GUIDE FOR ALL FRAMING B2 RigidLatn LVL 1 3/4 9 1/2 1.5E 4 2 8 BE RigidLam LVL 1 3/4 9 1/2 1.5E 5 10 50 DETAILS AND I-JOIST INFORMATION 84 BIG BEAM 5 1/2 9 1/2 2.1E 2 6 12 65 Rigid-am LVL 1 3/4 9 1/2 1.5E 3 12 36 56 BIG BEAM 3 1/2 9 1/2 2.1E 1 4 28 _ t7g��g 88 BIG BEAM 3 1/2 9 1/2 2.1E 22 14 308 MAIN FLOOR JOIST LAYOUT ® - L� �/�/i: 58 BIG BEAM 3 1/2 9 1/2 2.1E 2 16 32Paoli II\ �� B9 816 BEAM 3 1/2 9 1/2 2.1E 2 12 24 SCALE: 1/4`=1'-O" umber }- ( H =HANGER CALLOW- B 10 RigiALam LVL 1 3/4 9 1/2 1.5E 2 8 16 JB1 BLk61.75 LVL 1 3/4 9 1/2 1.5E 118 3 354 ®/ =SUPPORTING POST J 1 RFPI-20 1 3/4 9 1/2 9 18 162 T COMPANY J2 RFPI-20 1 3/4 9 1/2 11 8 88 • U ® -POST LOAD ABOVE 15 RFPI-20 1 3/4 9 1/2 , 36 14 504 ' R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 2 10 20 10515 5W ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-4663 J5 RFPI-20 1 3/4 9 1/2 4 16 64 LB -LVL BLOCKING 16 RFPI-20 1 3/4 9 1/2 12 28 336 PLAN: RIVER TERR AREA AMER.MOD.5-FLEX LOT559-45 E-6(B)K-6(B) J7 RFPI-20 1 5/4 9 1/2 26 26 616 JB -JOIST BLOCKING J8 RFPI-20 1 5/4 9 1/2 10 4 40 CUSTOMER: POLYGON J -JOIST GALLOUT J9 RFPI-20 1 3/4 9 1/2 5 12 60 PLAN DATED: 3/25/1 6 B -BEAM(FLUSH w/JOIST) Ace.essorlee DESIGNER: KAM/L HENDERSON DATE: 4/21/17 HDR =HEADER(BEAM BELOW JOIST) H1 THO 17 950-Or-RT9.5 44 BBO-BEAM BY OTHERS H3 HU4(1081/9 9 PL 1 "I® 1 3E, (MAIN) SHEET: 1 of 2