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Plans (66) sT2o17-001Ir 13/F2 SGv kc ri ,7` - LEGEND: SW ROY ROGERS ROAD Ss SANITARY SEWER Pacific Si1. STORM DRAIN Community PLANT STREET TREES: Design 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. w WATER LINE SIDEWALK12564 SW Main Street CERCIDIPHYLLUM J MANHOLE Tigard,OR 97223 JAPONICA, TYP. _� [n 503-941-9484 .., _ r1 CATCH BASIN i DATE: 10/06/2016 7.50__ �/ 10.00' �� ®� /,,,- -----7]:-- / E STREET LIGHT PUE I i -_ — --- LANDSCAPE TRACT.- - --_,-_-_-___--7 STRAW WATTLE PERIMETER - NO. DATEREVISIONSDESCRIPTION - -__ -_ _- __ i _ EROSION CONTROL R , is 7. — % �j, 7.94' I Y -� I ,�_ r STREET SECTION, SEE //// 296.8 12.17' 295.5A fi ' :; ;� 0 1 CONSTRUCTION DOCUMENTS \ F23.1' ' � j - - - sx� .-.---• .-- — �-_ __-296 — — - - �- in71 f-------- -11 _j__------=1 ,-_-_ ---- 294_ — _292== 290= pawngrac io -�- SETBACK SUMMARY i I I r -- -, -----VT1-------,��---=------SII ,- I. �I I I FRONT SETBACK: 12' / 1 /b I I BUILDING l i :, I eI I fit \I] REAR SETBACK: 10' k I' '14PLEX E7A I' COVERED PATIO: 5' �, i `�-I �UFF=301.5 r�I p SIDE SETBACK. 0' GFF=292.5 / GARAGE SETBACK: 20' 1 E / I I ; PORCH SETBACK: 8 I o; 164 65 I TRACT D I 166 167 l 1E 1 1691 i TR/ , , , 5, A E i 170 * FIRE CODE SIDE SETBACK: 3' I o ? j 4.00' —I I 1,604 SF 0.00' 1' I I I I FRONT i I ! �' 15 1/ I 03 I En GARAGE I I I I );I oI as 11 ----r- -- �; - Z� — _ r -- ;r — — -- -_ _ LOT COVERAGE: —fig I I — Ii Q 6.00' I — SI o - PLANT (1) STREET I I _ I —I PUE--I- — — el ( I I- _ LOT AREA: 1,604 SF 20.00 _ — f — C -- RIVER W - TREE: 2" CAL. I _ _ - - _ _ SKYCOLE - - 292.9 _ - - — — — — — — — — I BUILDING FOOTPRINT: 655 SF N HONEYLOCUST/ _' I- -- TERRACE of _ ���:��re► ����� ��.m.wow _orwtawiri it -_- a I GLEDITSIA 23.1' p _ I COVERED PORCH: 11 SF TRIACANTHOS , , 1' -- NORTHWEST INERMIS o 291.6 � f NM `Y� CANTILEVER LIVING SPACE: 19 SF J% r ' 1 tn r0 tn 0 ,_ _ (, I WATER METER SIDEWALK 1 COVERED PATIO: 0 SF c AA n "�.� M p -,,, n� I OT STORM LATERAL _as DECK AREA: 92 SF GS I OS ill as a5 �:_ �s - LOT 166 Lo 32.00' TOTAL COVERAGE: 777 SF SANITARY LATERAL O SW AUBERGINE TERRACE PLOT PLAN CN --- c I 55 = S - SS , SS _ -- S5 — 48.4 % i h� �^� `( ' Z ? IMPERVIOUS AREA: 1,031 SF 0 PLANT (1) STREET o m ~,-�„ ,. tj TREE: 2” CAL. �____. \ �/ L` SKYCOLE HONEYLOCUST/ > 1 - GLEDITSIA TRIACANTHOS INERMIS - - 1/ . - Z I 1------ -t V I --__ __-r , i / // I 1I \ I //l `CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Planning3 ° Date: ��1C�1, PROJECT NO.: 395-037 2S 1 W6TYPE: CONSTRUCTION CO. SCALE REVIEWED BY: PRE LOT 166 (R-12, ROW HOME) Initials: Z-.. o ,0 20 0.0 RIVER TERRACE NORTHWEST Z Q. 13182 SW AUBERGINE TERRACE 1INCH=20 FEET ,1 LEGEND: r SW ROY ROGERS ROAD ss SANITARY SEWER Pacific Community PLANT STREET TREES: 1 SJ STORM DRAIN Design FUTURE CURB AND GUTTER, TYP. w WATER LINE 2" CAL. KATSURATREE/ 12564 SW Main Street CERCIDIPHYLLUM SIDEWALK ® MANHOLE Tigard,OR 97223 [T]503-941-9484 JAPONICA, TYP. -- CATCH BASIN -7.50'__ �/C -_ _ STREET LIGHT DATE. 10/06/2016 10.00' �,, - REVISIONS PUE _ / _ , , _— = _-` STRAW WATTLE PERIMETER NO. DATE DESCRIPTION Id/LANDSCAPE TRACT._. -_ — =_ coo�� If `�, EROSION CONTR L II [ / �� 1 II 7.94' �/ i 0 STREET SECTION, SEE 296.8 295.5 / CONSTRUCTION DOCUMENTS \_/ 12.1 T ,1 �- 1...,2 -t 23.1 IM-11":2.1 z. — —W'" _ — 296 294 =` s IIYi!IppMNGMMIWtttH — — 1_—— ----_.__ =292-=3 1 - f—_—__290� __— SETBACK SUMMARY --- _ dl I 1 ''� - - _ ---'I 1 _____------4 ____-__-�I — 1 I. s"i ---- -L. , = �. ® I I r - `-- �µ 11 :(11 , [ FRONT SETBACK: 12' [ 1 I 1 REAR SETBACK: 10' / , il I I BUILDING: /1 ] 11 I' I4PLEX-E7A ,� COVERED PATIO: 5' `�-� �UFF=301.5 I r SIDE SETBACK:* 0' y ( I I GFF=292.5 ' I ��i 1 I GARAGE SETBACK: 20' E 3 I i i __ PORCH SETBACK: 8' 166 164 65 I TRACT]D ' 1,604 SF 167 1.4 I 169 i • RA TI E I '' 170 * FIRE CODE SIDE SETBACK: 3' L_ 4.00' �1 0.00' I 1 ' I 1 FRONT � ' 1 ' II En GARAGE � 1 I 1, )1 o 1 _ �� 1 - LOT COVERAGE: =�I I=ITD _moo_al� I I r--- �-r'_- j 6.00, _ — -- 1I I - o — PLANT (1) STREET L I I � I —I PUE— -- — 11 I LOT AREA: 1,604 SF TREE: 2" CAL. 20.00' j -- ; — 1 C = RIVER SKYCOLE — — 2.9 — — -�� ,,�— 1- — BUILDING FOOTPRINT: 655 SF TERRACE _ HONEYLOCUST/ _ ...............r.,...,. ....".. .. � ��......_..��sn�.10_ 3 GLEDITSIA 23.1' _ �, T COVERED PORCH: 11 SF TRIACANTHOSIsmiNORTHWEST F INERMIS oimpary 291.5Air MOW !- CANTILEVER LIVING SPACE: 19 SF AA __.j N WATER METER , IISIDEWALK Eppyrr j COVERED PATIO: 0 SF STORM LATERAL CIS DECK AREA: 92 SF -- CIS ] GS OS I as � �s — — LOT 166 Lo TOTAL COVERAGE: 777 SF PLOT PLAN 32.00' SANITARY LATERAL SW AUBERGINE TERRACE 1 Ill s k SS ( SS 48.4 % O \ --• v• \� 00 h a q N _ N f\ "/ "/ IMPERVIOUS AREA: 1,031 SF - PLANT (1) STREET p _ I:� .. 15 vi - TREE: 2" CAL. ._ _ ~\. SKYCOLE HONEYLOCUST/ ! CITY OF TIGARD b —GLEDITSIA TRIACANTHOS INERMIS — — } 111 "� 1 //7 o 'lr/ / I I'- — --r V I ``--- _-. `a l t"I I I/ ,, � \ I / App roved by Plan i ng P Date: - /JCe1'- p RIVER TERRACE NORTHWEST (503) 221 -19203 0 Initials: PROJECT NO.: 395-037 2 S 1 W6 TYPE: CONSTRUCTION n VSCALE REVIEWED BY: PRE N LOT 166 (R-12, ROW HOME) 10 20 RIVER TERRACE NORTHWEST 2, 1 INCH=20 FEET Z 13182 SW AUBERGINE TERRACE C PATIO CONDITION J CONTRACTOR NOTES: 1)V ERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS CONC.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE GAUTION WHEN GUTTING 11.01 =HI FOR PLUMBING - - oll : - - - 5)PROVIDE PROPER SUPPORT AT ALL illinlihl IIB==�III=�i�1aiiiiiiI IlBiii ��euii IIiiiii—_ _-M iEla.ii SHEARWALLS }1 - Ir ! IL_. _J Architectural/Structural plans.Verify all +--- shear wall blocking placement and connectors Purchaser responsible for approving this LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING ayout prior to any construction. PONY WALL PONY WALL PONY WALL PONY WALL DE-416N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD ® CONFORMS TO DESIGN CONCEPT C***,Ec,K CONDITION**) DEFLECTION CRITERIA DFL/aeo ❑ CONFORMS TO DESIGN CONCEPT WITH PLOORLOADIN6: REVISIONS AS SHOWN40psf LIVE LOAD 9-1/2 RFPI-20 5 16"O.G. q-1/2 RFPI-20®1 6"O.G. .1-1/2 RFPI-20 S 1 5"0.G. q-1/2 RFPI-20®16"0.G. 1 2psf DEAD LOAD ❑ NON-CONFORMING-REVISE AND RESUBMIT START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/N6AREA5: THIS SHOP DRAWING HAS BEEN REVIEIRED FOR GENERAL CONFORMANCE \ / 30psf LIVE LOAD YIITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 R1 01 01 12psf DEAD LOAD C 1 ii --:�„� "�ir�'MiMiM L— .______....,4 —i — i– FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ( 'I II i I` ROOPLOAD/N6: DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY R1 I I II :I I 1 ! R, 25psf LIVE LOAD OVER THIS SHOP DRAWING. 1 .2 11 psf DEAD LOAD By: Arnold R. Solomon Date: July 16, 2016 __ .� 1 II I CT ENGINEERING INC 41 1 1 I 1 I R1 4F -15 .5 5 -5 �_ -3 .5 JB I . r I J3 .6 ,43 .3 13 .5 .13 . B .I ����� R1 II I �i 1 �, 1 =I .:.��;;� i 1 I � OhMO.. 1 M.., RI 2 --.� i I 1 l i,l I ! H 3 1 1 t I i /C� p':,�.,opn. ®; R1 .__... ... HDRt I 1 J 1 j .1 1 �1 Jn 1 Ali -11 h LR1 rte' R1 II R2 iII p I W ii 2, I � Iii dN Z d :1.._=�1= j 'I Oi m 3_ - � � i¢ fl'-'1'111 z( i m N -e4. 11 ��• �I Y SII iI 21 R 1 01 R 1 R •ice �� F,,,,awgr.mw.ROn�.u.ro„a a,.'mo is R1 RI ..n 7;:f....-Hoop!,.:..,,. JS it Si RI Rt I RI B� 1 1 I I I I II I, RFPI BLOCKING PANELS r1RH BEARING NALL ABOVE X❑ CONFORMS TO DESIGN CONCEPT I ., I I I - 1'• I Nrs. ❑ CONFORMS TO DESIGN CONCEPT WITH R2 N' I 1 1 11 iI 02 REVISIONS NOTED ❑ NON-CONFORMING-REVISE&RESUBMIT B, 1 , I J' ` I I I LI .15 1, .J J5 J5 R .... I DR _..I _ 16 J� E �q II SOLID BLOCK Al-I. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1T- _._ 1 1 -T.,_.,I._ �._.-. ” _ il -- — HO.:1. _ 1 —1. ' ��i p�, µ I I: WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE IR2,. 1 1' I - II FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN _ R2 __ -- , B B95ARINGAREA OF....I. DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE I BELOW TO POST ABOVE PRIORITY OVER THIS SHOP DRAWING. I i I I I I. \� By David R Burnett Date 7(20(16 es j I ;� .1,- 4'r Ir • I�i III 1 135 1104. .9 J= § 15 J.5- + EB 5 a ..1, ' . 9 I) / MILBRANDT ARCHITECTS ; 1 1 k � k��Bn i 1 4 }T ( B •SB 1� BT it IO ' i 4' 1 d2 il [ Ohl 1 B� Bn R3 I. 1 [ I I I i i R2 2 �z R2 .Mill '' ; �_` III f 11 Htl 1 I: I,-.18- .9 ,.� -..,R3 - . f` iHR3 .� , I j _tea R2 T He RTL L1 14 `` I J i nli - - -I -;R1 -"I i;r�"2 1 I'll fI R2 POST LOAD TRANSFER DE .4 _i__L _"`--6a _....ms- 13 .. a fa .,,,,,4:-:::::_,:,-:-!,_-,-133 -_. _ _:=53 ... J N.T.S. 1 ii C TAIL H2 �/ d IMPORTANT.) "FOLLOWING MATERIAL LIST COVERS EITHER CONDITION*** REFERENCE INSTALLATION " I I GUIDE FOR ALL FRAMING PL 1 b-320(MAIN) (LOTS 166-169) DETAILS AND I-JOIST INFORMATION POLYGON ENGLISH REVIVAL Oroda V Co K-1(A) Mrl[e material WWth Depth Grade aty Gut Lth Tot Lth R1 1.15 LVLRim , 3/4 9 1/2 1.5E 29 20 5130 R2 058 Rim 1 9 1/2 6 16 64 HOR1 BG BEAM 5 1/2 11 1/8 2.1E 4 16 64 LEGEND: HDR2 Gasce0351.24F-V4 3 1/2 10 1/2 Fb•2400 2 4 213 HDI caecLeimLV24F-Y4 3 1/2 10 /2 Fb1.5E 6 12 T2 1ac� ..t umber �\ B, RIgNLem LVL 1 5/4 1/2 1.5E 2 4 13 MAIN FLOOR JOIST LAYOUT ( H ._-HANGER GALLOUT B2 RlgiaLem LVL , 3/4 v2 1sE a 2 B �/ 133 R3aLem LVL 1 3/a 1/2 1.5E 12 10 120 SCALE: 1/4"- 1'-O- 134 BIG BEAM 3 1/2 1/2 2.1E 2 6 12 ® g SUPPORTING POST 135 BIG BEAM B6 BIG BEAM 3 v2 3 1/2 1/2 2.1EE 2 12 24 1/2 2.1E 8 4 32 & TRUSSs',,.y.. C OMPA N Y ® -POST LOAD ABOVE 137BIG BEAM 5 1/2 1/2 2.,E IB 14 252 1313 &G BEAM 3 „2 1/2 2.1E 2 16 52 ROSEBURG FRAMING SYSTEM"' R -RIMBOARD .1131 BLKG 115 LVL 3/4 1/2 1.5E 94 3 282 J1 RFPI-20 3/4 1/2 6 IB 103 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)558-9663 LB -LVL BLOCKING J2 5T111 20 3/4 1/2 B B 64 quality engineered wood products for today s builder- 43 RF1.I-20 5/4 1/2 52 14 448 PLAN: ENGLISH REVIVAL 4-FLEX E-1(A)K-1(A) (LOTS 166-169) JB -JOIST BLOCKING J4 R33I-20 5/4 1/2 2 ,0 20 PACIFIC LUMBER COPYRIGHT 2818 J5 1,1.1-20 3/4 1/2 16 32 J6 RFPI-2o 3/4 1/2 14 213 392 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016, RIGS DLAM LVL RIGI D RI M" CUSTOMER: POLYGON J -JOIST GALLOUT J7 RFPI-20 3/4 1/2 10 25 aha The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber AOSEeDRD FOREST PRODUCTS IPOSF41RRi FOREST PRODUCTS PLAN DATED: 1/1 3/1 6. B -BEAM(FLUSH w/JOIST) JB RFPI-2o 5/a 1/2 12 4 a& Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other J9 1,1,1-203/a 1/2 a iz 413 product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or _ DESIGNER: KAM/L.HENDER50N DATE: 7/1 4/1 5 HOW -HEADER(BEAM BELOW JOIST) Aeuseaiee copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include eitt RFPI Jo!sr BBO-BEAM BY OTHERS Ai rHon950-or-rtr9s 54 penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. H2 HUc01.31/9 a H3 H1/410 3 PI_ 1 6-320 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH G START FRAMING HERE > . START FRAMING HERE > <START FRAMING HERE , <START FRAMING HERE REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 0 0 0 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ___ IBM40 JBM6I _ __BM6 __ IBM4ol __ _ WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE IRM1 ITK --e- __o ° IIRM1 II - !_ v- v- JI II - I RMI IMP - IMO FABAICATOAIVENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE i__> '+-"" — - ® RM1 , ,•K n_ = p _M" S.f:1'mil n_ 9 _ -, - • 1 ---,— -p.- _,-. -�- } '9- aT.--Its- .- -A� DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY qo L. o, co coLL c co o ®II o 0 0 o /0- 4 4 0 o r o 0 0 0 o IIS ro..�1 LL LL LL 'o t 0 LL LL LL LL c0 V) 2 LL LL LL LL LL OVER THIS SHOP DRAWING. q I u- 1 12-7-15® 11 m o q u- 1-- n 12-1 u_15: II m a LL ( o .4 I I @13-01-0C II �;• °' m E W B v t� III 3 1--01 dl >'I t •o- By: By: Arnold R. Solomon Date:July 16, 2016 __ ,u A o a P F14 F14 CT ENGINEERING INC —I F05 I, ( F05 eta I F03 F11 I F11 I F03 111 ii�,, - F11 Y I I� F11 q' 0 CONFORMS TO DESIGN CONCEPT r F03 F03 • r-i CONFORMS TO DESIGN CONCEPT WITH ---4,,- F11 I F11 i REVISIONS NOTED cc�I F03 a I F03 k ❑ NON-CONFORMING-REVISE&RESUBMIT I F03 Ell I F11 I F03 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE F13 �� �{�fII F13 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I., F06 .� —d 0 IC �� 0•0 FDB FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN L F03 'I' 91I I F12 \ F03DRAWINGS SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE /^\1 PRIORITY OVER THIS SHOP DRAWING. g' _ E12 I I_IM I ' �M/ --RM1I By David R Burnett Date 7/20/16 RM1 N I - 0 F04 n 1 n F04 A IN I J 9i 1 m F12L_l f _I° i MILBRANDT ARCHITECTS �RM1m F04 _ �Ii_ _lip N F12 I F04 Ira I 104 n �� • _9IN 2 av lD q '! I �, F04 lJ I I ® slm m Is Q F12 a F03 F03 _ _ E Y J t F12 Y i I F03 /� U III - - III I U F03 C, F03 9u IIIP F12 -� III, F03 I „ n 511 - IIP I F03 • J a nt BM2�1 1BM21 1 II F12 �U I = I F03 i F03 � F11 L) I LJ F11 y F03 RM1 F02 H F11 a 1 0 F11 ® 1 h F02 O RM1 INF11 A A I F11 - is[ F02 c j • F11 w ly c 1 I F02 w w F11 I- I F02 ;' A F02 w d w I - F11 y I F11 o I F02 z kP F02 . F11 I F11 j F02 q� t� I CI F02 a F11 o I F11 i F02 b: N SRM$ TTrt^ F01 I��TVIIIIM1 �RMTV�_^ __ F15 '- �BM24� e 0 1-03-00 �BM24J5). _____F15 , I� ®� F01 �RM1I cc �RM1� A 1.. ,® A IRM1I IRM1I 5 5 3- H- IE 1- Lu us U U O V O U CO CY • 0 CO O N O Ce LL EC LL EL LL a o o - o _ = 2 CO CO on I. _ . Products PIoIID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 4 RM1 37-00-00 1-3/4 X 20 LVL 1 6 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 2 BM23 14-00-00 1-3/4X20 LVL 2 4 ENGLISH REVIVAL 4-PLEX E-7(A)&K-7(A) LOTS 166-169 ALL BEAMS AND CONNECTORS PER ENGINEER IPacifi � umber BK1 12-00-00 1-3/4 X 20 LVL 1 2 BK1=BLOCKING FLOOR LOADING: BK1 11-00-00 1-3/4 X 20 LVL 1 4 40 LL BM40 11-00-00 1-3/4 X 20 LVL 2 4 - PL16-320 UPPER RM1=RIM BOARD 15DLTRUSS COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 2 REFER TO STRUCTURAL PLAN FOR RM1 10-00-00 1-3/4 X 20 LVL 1 6 7/14/2016 ADDITIONAL POST TRANSFER BMB 10-00-00 1-3/4X20 LVL 2 4 • BLOCKING REQUIREMENTS. RM1 7-00-00 1-3/4 X 20 LVL 1 2 BM21 5-00-00 1-3/4X20 LVL 1 2 l SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ BM4 5-00-00 1-3/4 X 20 LVL 2 16 SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. IIS �I�11 �� ll BM2 4-00-00 1-3/4 X 20 LVL 1 4 ACCESSORIES QTY II— �1 Ill RM1 4-00-00 1-3/4 X 20 LVL 1 2 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA �� �� aI BM24 4-00-00 1-3/4 X 20 LVL 2 4 RM1 3-00-00 1-3/4X20LVL 1 3O HIT420 68 SHEET 2 OF 2 RM1 2-00-00 1-3/4 X 20 LVL 1 19 RM1 1-00-00 1-3/4 X 20 LVL 1 4 1-3/4 x 20 LVL BLOCKING 59' DO NOT: Loosen,remove,cut or notch © HUC416 8 SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist. X❑ CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH n CONFORMS TO DESIGN CONCEPT WITH " REVISIONS NOTED REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE&RESUBMIT El NON CONFORMING-REVISE AND RESUBMIT co THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE o i THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE a WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Li Z DESIGNADRAWINGS OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 1 4 DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITYPRIORITY OVER THIS SHOP DRAWING. � �- OVER THIS SHOP DRAWING. MI del By: Arnold R. Solomon Date: July 20, 2016 By David R Burnett Date 7/21/16 = CT ENGINEERING INC ALL HANGERSWS2AU.N.O. 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