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Plans (102) 4T-'-G�I>-Gv 77 s V)7J 4 !�/QM' Jv ( ('1 LEGEND: ss SANITARY SEWER Pacific Community SD STORM DRAIN G Desitin PLANT STREET TREES: SW ROY ROGERS ROAD W WATER LINE 2" CAL. KATSURA TREE/ ��F J 12564 SW Main Street MANHOLE Tigard,OR 97223 CERCIDIPHYLLUM I`.-- �-, /-1---- !�- . 6 " [T]503-941-9484 -->. 10.00 .// / FUTURE CURB AND GUTTER, TYP. CATCH BASIN DATE: 10/06/2016 JAPONICA, TYP. LANDSCAPE TRACT ._._ �1;. _ y STREET LIGHT i _1 - , \ [ REVISIONS \ X �`�`, STRAW WATTLE PERIMETER '. NO. DATE DESCRIPTION � � , �; _-- PUE \ �- � EROSION CONTROL - . 7_10.18' f/ _ STREET - 263.6 - 263.1 -- 0 CONSTRUCTION DOCUMENTS� _ _ _ SECTION, SEE ----7//- ---- ---i"---7- 6--- Vi—:::----- -� - - - - .d -15.3' -LTJ — — 262==-- --- _ ___-Il _- - �. - - 0 .-262 - —_ —- - - 260=-..._ ..."�' ,--- ,t — — _�; _ SETBACK SUMMARY ___:1260,777,„2 _8_______,_______2_56r______:::„. -_28- _ - - _ _ — -- FU 1 25 FRONT SETBACK: 12' _% r, ] 1 �f ; REAR SETBACK: 10' I 0.00' 0.00' ti ! ii 81 4,7-- mi COVERED PATIO: 5' �0� 4 SIDE SET-MC-1C' 0' 1 r� 1�, f � r� _ m ,3 1 �� 1,096 SF 1 II I ; 1 I � GARAGE SETBACK: 20' E 1 11 I" BUILDING: I 11 I PORCH SETBACK: 8' CN a 1 \i / 5PLEX-K7A j ii I,1 I = �, n a, „- ,4� --- 1� 1 I 206 207 UFF=264.5 __, 209 �' 210 ; I j1 I 211 * FIRE CODE SIDE SETBACK: 3' y 1 I TRACT L I: il I 1 I GFF=255.5 Ii 1111 II 0 205 I 1 --_ , I I o II i ' FRONT I ', \ GARAGE ' I i t o 1 _ - �� II � LOT COVERAGE: co � SIDEWALKmilep, � I 1 i --- ,I L _�1.' z — jI -6.00' LOT AREA: 1,096 SF -�- , I - — — 20.09' 1 PUE - — RIVER I — — BUILDING FOOTPRINT. 563 SF TERRACE 3 _ 1_ 4 AO Lid AlOrMat 5 vimii -- COVERED PORCH 32 SF cd ------- 255.3III NORTHWEST N , illf 1 iii254• 7;; \ ' - - 61 p IA - CANTILEVER LIVING SPACE 9 SF • ti. _�-_-- ` .__ WATER METER __- o 0. _N - =— —_- COVERED PATIO. 0 SF u, � _ ..... . M DECK AREA: 72 SF o \-- \ SANITARY LATERAL- LOT 208 N } 4 �__.___ - 0� tr TOTAL COVERAGE: 676 SF PLOT PLAN I i of 32.00'cv, — s�— ------_��° ; �� SW BEACH PLUM TERRACE \ 61.7 % m \ 2 a - h } S ' 7 S.h� 5 -,c- — 3 SS\ IMPERVIOUS AREA. 861 SF / CSS ' -_ - -- Lam. cti -\= — _'L__ _ — — CITY F TIGARD = _ -- _ _ - _ -- -_ �= Approved ve by Planning I RIVER TERRACE NORTHWEST (503) 221 -1920 Date: 0 2S1 W6 Initials: PROJECT NO.: 395-037 P_ CP TYPE: CONSTRUCTION 9 LOT 208 (R-12, ROW HOME) 0 S10LE 20 REVIEWED BY: PRE 0 RIVER TERRACE NORTHWEST 13544 SW BEACH PLUM TERRACE 1INCH=20 FEET 1 LEGEND: SANITARY SEWER Pacific k —SD - STORM DRAIN a- g11tyommu PLANT STREET TREES: SW ROY ROGERS ROAD w WATER LINE esign 2" CAL. KATSURA TREE/ 1 r MANHOLE 12564 SW OR972223et CERCIDIPHYLLUM [1] 03-941-9484 10.00' j � FUTURE CURB AND GUTTER�iT,/,,Yiii/P,i. f,_ E CATCH BASIN 4 �\, •.a JAPONICA, TI P. .. i------- _ 7 DATE: 10/06/2016 LANDSCAPE TRACT �� STREET LIGHT �f > X = REVISIONS 1 �, F-- --= k �.�- (METER NO. DATE DESCRIPTION � CDSTRAW WATTLE PERPUEEROSION CONTROL i. ii 263. 90.180'Jr� R_ _ .i \ S _ <_ -�—_ 6 „, - _% .� CONSTRUCTIONNDOCUMENT 263 1 __---------w-7,7— 3- - - _ 1 E II - 53 - - - _ - - 1 - - - - - L 262 - _ _ .— _ — BAC N 262 r _ - — — — 14.39' T SETBACK SUMMARY __ 260- _ r- -_ --_-2-am 256 r—— 11 - r t FRONT SETBACK: 12' ___, i / 11 1 1 REAR SETBACK: 10' _— 0.00' � I, II 0.00' ' ti I 1 .I II Ii COVERED PATIO: 5' II o ill J PT 1,096 SF i f` 'i 11 -- GARAGE SETBACK: 20' ca I I 1 1 PORCH SETBACK 8' E BUILDING: a, -�.., �n , : V i 5PLEX—K7A i I — CV 1 1 I � 206 2071 1 UFF=264.5 III X/211 �* �� I I TRACT L I 209230 I 1FIRE CODE SIDE SETBACK: 3' N 1 __.__.____—___ GFF=255.5 Iii: l i 0 205 1I 1 , / 11 1 FRONT / o Sr 1 i - / j GARAGE —IN !I, ( / — _ it -,_ —- ^ - - L --- 1 1 ' 1 _ LOT COVERAGE: o I // 1 1 — I I I I— 1 ; ---r II - - SIDEWALK I —1 [� 13 1 j 1 L--_- _, --i- I ,• / 20.09' II 6.00'_ _ :L::FOOTPRINT /� : 563SFTERRACE 0) — — L---/ r ,,,, , Arwearewori,-,,,„..„,..,............0.4,......",.. ..............w.,... ... .................4 .01.4-- ,„ „id!4 ;At= ,virm-i----- o • \` .AP 255.3 f, '1 15 3 COVERED PORCH. 3 SF NORTHWEST 254 7, { r p G SPACE. CANTILEVER LIVING 9 SF o -- - ” _- ---1:7-7--- v, WATER METER - " -- -- COVERED PATIO: 0 SF I M �� \ -.M DECK AREA: 72 SF N w� SANITARY LATERAL \ � I LOT 208 _ _ _ aS. �� _ - t1 - .__._ TOTAL COVERAGE: 676 SF PLOT PLAN O 32.00' _ _ s --- �° SW BEACH PLUM TERRACE 63.7 % a -� � ti a h S&" ----7 - SNt / �\4, Jti IMPERVIOUS AREA: 861 SF P SS "a5 _— tea _ r EL- - p v _ I _- CI ► C TIGARD i CD _ — APProvEd k;y. PI nning RIVER TERRACE NORTHWEST (503) 221 -1920 Date: 1 i0 2$1 W6PROJECT NO.: 395-037 Initials:N. SCALE REVIEWED BY. CONSTRUCTIONRE LOT 208 (R-12, ROW HOME) 0 ,D 20 co RIVER TERRACE NORTHWEST L Q 13544 SW BEACH PLUM TERRACE 1INCH=20 FEET ii IIME ›- p� OT'-2 c. 3=7112' 15'-51/2' ..12'-51._ 5-3' 5S1' 5S1' 5-3' -0' 5'-1' 5-3" -0' 15-5 1/Y 71/21 1 1 I II 1 II 0. o r�1 1r.�,rr S°' 11'-21/2' i . -- til id■i ii3ii 1 i�j MEIRE ; liwillii-- '^ 3 L ro • al. 1 , : � � I .--Pr„ R 717 a o 1: r•,v � - 11 II �����.1!C Iri'imiamffiMiiiiiiiiIIII 11._— ... 1F �"� Zr) ��r �11 �/ no ad _1 417 mainikg-w-;m-wium Filkler.rell111111 "4” IIIIIIIIIMMEC41 1111.- 1 \� . PSI �t`� ►M ►. \\! i• r..." 1M,iI LLLLZFDpLLom� o, w - - _.---- cfiCe-VIT(921758‹ ti ow�Drc?cczmwLLpi N �Q WQO��O 'L �1■, ��EII i. ik-u6,0-2,,61,--ii� Zw Uwa • �� , t I14 i W����zz¢� +as +Q wv�gWwpZZOO1 9 12 iC �� - III!i ;-'21owwZaa w tilli �� :�' LLc� c9�LLzz�wZ .O > ,wgZ�a,w>c9 i �I oa' p W�~tA�a > , 'r:r i ■ ` Q pal loL1Jp p C III cu 9 Mk ,1-; 1 L..= AI 711 ill III lila ' cm c ! 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PRIORITY OVER THIS SHOP DRAWING. (.9 U) M By: Arnold R. Solomon Date: July 12, 2016 By David R Burnett Date 7/12/16 O J /6 CD 0 Cr. W 'a CT ENGINEERING INC MILBRANDT ARCHITECTS � a & W JW Wr a m a a o C PATIO CONDITION J CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN GONC,STEPS GONG.STEPS CONC.STEPS GONG.STEPS CONC.STEPS (UNLESS NOTED OTHERWISE) IIIIIII ill NMI M 4) SE CAUTION WHEN CUTTING — Its FOR PLUMBING --=�c�-,7,--..,... ......s=' ' ll Ilu�i�raSG'�i��i"ri�u�i�ll IIMIMBrie i Fr-ell i�iSnll Ilii I ;i�El.i :�Icuti11 Ii....,........_._:_..., . 5)PROVIDE PROPER SUPPORT AT ALL iiiiir__ ••- lin SHEARWALLS THI'i � I — --i i !i !i IINK1 This layout is to be usedin ENG PLANONLY. with 111 '• IIII ;'; Architectural/Structural plans.Verify all I-- ! ' !' :! i! ! :I I shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this ayout prior to any construction. PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL ,E5/6N NOTE5: HIS FLOOR SYSTEM WA - _ - '•ESIGNED TO MEET OR XCEED THE LIVE LOAD '•.EFLECTION CRITERIA ***DECK GONDITION**4 .FL/450 LOORLOAD/N6: -Opsf LIVE LOAD • 9-1/2 RFPI-20®1 6"O.G. 9-1/2 RFPI-20 EP 1 6"O.G. 9-1/2 RFPI-20 5 1 6"O.G. .1-1/2 RFPI-20® 1 6"O.G. • 9-1/2 RFPI-20 5 1 6"0.C. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE LEEP/N6 AREAS: Opsf LIVE LOAD R1 R1 1,1.. ,��_ _ .p Rt - 1 2psf DEAD LOAD -•1,--h-,-•! I Aa ----1-----11--11-„ i 1--�" 1' 1.1 - i Y 1 ,'} '' : I�Tn'�it� t ! 1 i ! I ! 1 ! I n !I 1 :i i : fi 1I ,y qI ! '' yI 1 j : 1 POOPLOAD/N6: Rt f '�� '11l I 1 T� i it 1 3l •P ���I' it IH �_ I.. 1 1 g �' II i ®�; �: 5p5f LIVE LOAD 01:-:.' ' t v W I b t v t FI I it R s I )' fl - y p ' .!�.R, 17.5f DEAD LOAD il 11 11 I j( ! li i j l pl i 11 11 1 I• Ij I a I A1 ! IIxrpeds oar, „..0 . R, — I � � 2- `x`'I" -- ' tR .na r ,. .u.'1 H 3 — �Ov HORB � � III IIII � Hv ! - '� �R, II , ! i I 44 _t 1 . AJt .� T �IIh .t I H iIRt D= Ln W1 1II"' o u %1 j I 1R] I I II ! IC 4, , I lli 11 el wz \a 1 1 Ill m3 �« I'r ,i mp Ja_ _J II , 4 6 ,-A n u1 z II 1 i 1 1 ( 1 i it 4 I o°�w„ I- _ !I kt i' R1 R1 I Ili : : I R 1 - m •wnH rom w.,:we ..,;li � ii �I R, 1 I, ij 'I R, R, I I; F:, R ii .rot,", ..�� =*"' , J' • i; R1 I ii I RI Ri ! Rt R1 11 ! R1 I ap m It i I iI i • ! I I I I l i •, 11 II I RFPI•BLOCKING PANELS MTH BEARD*MALL ABOVE ! I lI R2 1 1 - 1 F� I - II n.TW. II I .� II 1 11l 1 :• i 1 II !I ! R2 I 1 : I 11 I 1 i' it I !I R3 i It II Ii Irl I I i I II I iI 11 �� ,.a Jo '15 '._ ( __ ADR •` IL $ R5Rasl� II • B tI_.-.HDR.1131i 1 ^^+--'. Ir 1 !I 1 1 i 11 11 1 1 I,I l!. 1 'il_ � ,I' 1 ,• so.metoc:cwu F�-� I I ,. - I I I� T ;) II I I i I1 ! 1 11 1 1 1 I O I I 3 ti 3 l ;I 3 • I it I' TO BEAKIMG5E1-0/1.INSTALL 46646105LOCK5 III 1 I ., I,z(2) i ,I li �\ ff 45 III: 1 Tr- i !I ! r I I 1 II as ` as ,DrD�TAao ei A y ! it' 4 9 CIh i, II 1 I �a i•� -,y� .la �3 �e �� �� .j� _� Ja .�� el 1 3I� .�� _3 J� -13 r i 1 1 ���B B• �t 0PiygT :1 a7 r -pi $ IIS+ 1 I aT l I I 11 1 I 3i 1 e ll hl 0 ! 4' BpI Ih R] _ ! az ' J 1 iI •I Il k -h .� H Fill i I 1 II ,III - - 4 li .�)� II I 1 I I j--(I I I I I P !I I I HD•3 1 • II I ( _ I!'....-.--...-,.. ,.. ii,- ,. iILi!�I�1Eli • ^'L iii : : R, - c_,,,, :.7 �,- L1ExL 1_,I, _ �I�:_ .... _._ .vms ._ L,_, AL BB __ i ,_; I ..- Bs E1PI�T��=R POST LOAD TRANSFER DETAIL R2 'T HH 21 11 �.. ._ _:x7' .>Id- J J HD 3 I H Ra I,..-i,- - __. .. >] L Ti R1 Zit:" -_.. H-�'= - t Rt - _. NT.5. 0 g )D d yYs IMPORTANT/ IDCONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT REFERENCE INSTALLATION I •--FOLLOWING MATERIAL LIST COVERS EITHER CONDITION••'•• I 71CONFORMS TODESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH GUIDE FOR ALL FRAMING PL16-297(MAIN) (LOTS 200-210) REVISIONS NOTED REVISIONS AS SHOWN DETAILS AND I-JOIST INFORMATION POLYGON eH ptREVNTCLe3-1(A) NON-CONFORMING-REVISE&RESUBMIT krit• No.W Width WSaOA Yoth ❑ NON-CONFORMING-REVISE AND RESUBMIT IT 13.1 1.15 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE5HErTOO = . eouTHIS SHOP OPANINC HAS SEEN REVIEED FOP GENERAL CONFORMANC E1T DESIGN CONCEPT ONLY AND DOES NOT REl1EVE THE Ro a tT , 112 AITH TIE DESIGN CONCERT ONLY AND ODES CT RELIEVE THE0R, a BEAM 5 ie 21E 4 e 69 AAGCA?O S ROF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITYF CONFORMANCE VITA THELEGEND: �Ro g9H3493� v24Pva 3Z to Fla-2400 s t/2 to rb-aaoo 2 19 25 DRAWINGS PAPPLICABE CODES ALL OF WHICH VE ,OVERTHISHIDRAWING DESIGN DRAWINGS AND SPECIFICATIONS ALL 0F WHICH RAVE PRIORITY at Le t a/a 1/2 1.5E 2 MAIN FLOOR JOIST LAYOUT By David R Burnett Date 7/5/16 NEP THISSLATE DRAWING. ac' �. "- umber r 0.....HANGER CALLOUT B' ' ""``atl ' 9/4 t/2 9" 1/ 1.5E to to 140 SCALE: 1/a•"1'-°" MILBRANDT ARCHITECTS "y. A.5°' DH °1"'.:°:6 12 24 e5 BoBEA„ s = _" ; CT ENGINEERING INC® -SUPPORTING POST a� 3 ;:� & TRUSS COMPANY h 10 A > ; =® -POST LOAD ABOVE aB6,536�t B. 1.5E t' 2 ROSEBURG FRAMING SYSTEM" R -RIMBOARD RF �o q15 105 15 SW ALLEN BLVD BEAVERTON,OREGON 47005 (503)858-4 663;Tn so quality engineered wood products latoday's builder- LB -LVL BLOCKING 193191-20]o 3< b 2 10 20 PACIFIC LUMBER COPYRIGHT 2018 PLAN: ENGLISH REVIVAL 5-PLEX E-7(A)IC-7(A) (LOTS 206-210) JB -JOIST BLOCKING �s srm-5o 5/4 = ss RIGIDLAM"LVL RIGIDRIM CUSTOMER: POLYGON _ g q t/= These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. J -JOIST CALLOUT - _ The plans may not be re-used or copied2 4 40 ,In whole or part,without written permission from Pacific Lumber PLAN DATED: b/28/1 6 -20 5/4 4 its s 12 so Company which retains copyrights to,and ownership of the plans.Use of these plans by any other rzoueuea FOREST PRODUCTS ROSEBfY(3 FOREST PRODUCTS B -BEAM(FLUSH w/JOIST) '" nrr�-'O product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or Aw..«H. _ DESIGNER: KAM/L.HENDER5ON DATE: 6/30/16 HDR -HEADER(BEAM BELOW JOIST) HI TN01/950 _ITT9 s copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include RFPI JOIST 02 penalties of up to$20,000 per work Infringed,and$100.000 per work infringed willfully. BBO=BEAM BY OTHERS AN 01910 v9 ,o FL 1 6-2 9 7 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19,2"O.C. 7 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > <START FRAMING HERE 4 ; START FRAMING HERE <START FRAMING HERE , START FRAMING HERE 0 B 0 0 0 BM40 IBM61 JBM6i 18M6� tRM1� K1 _�-t,- IIIa'RM1 MI II - - - I' ��I = tk- IRM1I IIF .;Ilii- - �I� RM1 II. � � .r74-v =� gl� I i o o o ILII - 4 v I ri- 4 4 Il ss \ -:m w w m co t o I u. u- LL u. LL L'43. II ro N - - II® �I uo. Lei uo. L's. I 4 I II `_. 4 m I 4 4O v4' i A013-01-00 III I M m m iI11! i— . I : HI , d a © 0III d Ia -+- II ....Noir.. 13-0i-00l I v VF05 ® 2 i o F05 d 1•111 HI— E _ YBIL D I _ i I - ; 0 I ' CC .1 If I i illihil IRM1�1.. �p I I i (1)1 II - R 111 aim I I^ © Il ly — — N r'1 ^-..r 7;L::!----- ----u rsQ. 4 r1/ .i I m 10 112 A m K Y II _ Ii' -12 ailimal I— A•• IIIliC III n II 2 tY KI li \ II II m I I _ II ,,,_iii.", M1.21 IIS ��� j 0 mow 41 U 441c° 4 IRM1 I 4 cc I C 0 t I I = 2 cc PI ti g - ri 0 o �RM1�h i�RM1� PITHN u vg COH, 1-03'0 `-ATREPdil � ® 6 8C IRM1I'-------HCC •��� CL R 1 r- A I� 0 5- > �RM1� t ® CONFORMS TO DESIGN CONCEPT w g ❑X CONFORMS TO DESIGN CONCEPT w w gK ❑ CONFORMS TO DESIGN CONCEPT WITH a w ❑CONFORMS TO DESIGN CONCEPT WITH H o N o Q) Q ¢ Q LL REVISIONS NOTED y 0 REVISIONS AS SHOWN g Z re Z z I` m 4- NON-CONFORMING-REVISE&RESUBMIT a < ❑ NON-CONFORMING-REVISE AND RESUBMIT o 0 o - 0 = THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _ '-' S 2 THIS SHOP DRAWING HAS BEEN REYIDYED FOR GENERAL CONFORMANCE N WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE co W co WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE po. FABRICATORNENDOR OF RESPONSIBIUTY FOR CONFORMANCE WITH DESIGNeG FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORISANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE "" tO WI DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By _David R Burnett Date 7/5/16 By. Arnold R.Soloman Date:July 1,2016 MILBRANDT ARCHITECTS CT ENGINEERING INC - Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RMI 37-00-00 1-3/4 X 20 LVL 1 B POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM23 14-00-00 1-3/4 X 20 LVL 2 6 ENGLISH REVIVAL 5-PLEX E-7(A)&K-7(A) LOTS 206-210 I ALL BEAMS AND CONNECTORS PER ENGINEER I a -W BK1 12-00-00 1-3/4 X 20 LVL 1 3 FLOOR LOADING: Pa ��,, umber BK1 11-00-00 1-3/4 X 20 LVL 1 5 PL16-297 UPPER BK1=BLOCKING 40 LL BK1 BM40 10-0000 1-3/4 X 20 LVL 1 3 RM1=RIM BOARD 15DL & TRUSS :.` COMPANY RM1 10-00-00 1-3/4 X 20 LVL 1 7 6/29/2016 REFER TO STRUCTURAL PLAN FOR BMB 10-00-00 1-3/4 X 20 LVL 2 6 ADDITIONAL POST TRANSFER RM1 7-00-00 1-3/4 X 20 LVL 1 2 BLOCKING REQUIREMENTS. BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I BM4 5-00-00 1-3/4 X 20 LVL 2 20 SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. tl���' BMz a-oo-o0 1-3/4X20 LVL 1 s ACCESSORIES QTY RM1 4-00-00 1-314 X 20 LVL 1 3 �I-— —` —`lil BM24 4-00-00 1-314 X 20 LVL 2 6 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I —..4.... ... ..-- i- RMI 3-00-00 1-3/4 X 2E LVL 1 3 O HIT420 86 SHEET 2 OF 2 RM1 2-00-00 1-3/4 X 20 LVL 1 21 RMI 1-00-00 1-3/4 X 20 LVL 1 6 1-3/4 x 20 LVL BLOCKING 71' DO NOT: Loosen,remove,cut or notch 0 HUC416 10 SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist.