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Plans (64) M SToZO 17-OoAA I l 32C?Ce Se zilch rrs-t -t. LEGEND:o: Qa SS SANITARY SEWER Pacific SW ROY ROGERS ROAD Community PLANT STREET TREES: —SDSTORM DRAIN DE;51tz11 FUTURE CURB AND GUTTER, TYP. W WATER LINE 2" CAL. KATSURA TREE/ 12564 SW Main Street CERCIDIPHYLLUM SIDEWALK O MANHOLE Tigard,OR 97223 [1]503-941-9484 JAPONICA, TYP. __ CATCH BASIN ,� �z 6 �` // ' _ – --\ � �\ --_. � � � � DATE: 12/07 O1 10. 7.50\_ --_ N STREET LIGHT REVISIONS \ PUE < ��� ��� ' �`- _ PERIMETER NO. DATE DESCRIPTION LANDSCAPE TRACT_ m STRAW WATTLE PER EREv[ mmcp EROSION CONTROL ,�/ � — a _ STREET SECTION, SEE v 1, :, i 1 t\ \ 8.19' %' �� ' , ,x 293.8 12,26 1 / CONSTRUCTION DOCUMENTS 0 \ _ — - — _ , _t_ Z; _ rn ir _ 235 ; > _.._---- --`_' 294 -- _ - 290_ _ — .s« _ �aaa�u — - — — -- --- - —- ---_- =292-- 1 LIM 292.6.- � �` -< _v � _ — — — — — -742,________*_.-- 1 I ETBACK SUMMARY ��.._.- I __.-.- 1r- -1 _ 1 i ,-sem_— _. , __ —fir - -'- 1-�-- 11 € , I I FRONT SETBACK: 12' _ 1 I I I 1l 1 /1REAR SETBACK: 10' , I 'i BUILDING: , 11 I 11 111 J I 1 , 1 1 COVERED PATIO: 5' ! 4PLEX-E7A I/I ti 1[ SIDE SETBACK:* 0' a) i UFF-299.5-� 1-• 5.1V r GARAGE SETBACK: 20' , GFF=290.5 ; 1 I I PORCH SETBACK: 8' Cg j I N I ( 1 _ 1 I i I $i 1 I ' �� �_. a.. .. . _�� a ��d�e 14, 164 65 I TRACT D I 166 167 1 1 169 ; IRA T E I i 170 * FIRE CODE SIDE SETBACK: 3' III / \7 o [ [ 1 0.00' ► 1,709 SF. 1 Er, I in FRONT 1JI o j I I GARAGE— � I 1 III IT- r 1 I i _ Da) J ' L- -—� - Z� — — _r I A —- rt 3 s-- 1 _— = LOT COVERAGE: -n- oy____14. oil' I I --- 1 6.00'" Q i I -- - 1 I _ L L — _I — —I PUE —I —I- /1 I I LOT AREA: 1 709 SF .. —I— = I/ I4 I 20.00' 1 . \ _ _ C RIVER ,, _ — — — — BUILDING FOOTPRINT. 654 SF 4 j TERRACE o \ f 25.7' _ NMI' .._ COVERED PORCH: 11 SF NORTHWEST .D v+ 289.7 cl 288.0 0 v _ ` °� � CANTILEVER LIVING SPACE: 19 SF o m _ O N V1 ' l n� - i SIDEWALK r `� I COVERED PATIO: 0 SF — ' r ~'� WATER METER _._ as DECK AREA: 92 SF as ] cis1 as I use as LOT 169 32.00' STORM LATERAL TOTAL COVERAGE: 776 SF PLOT PLAN 7 O SW AUBERGINE TERRACE /° - ss 1 I --ss,_ SS r - - ss / I6,' ss 11011 Ass i 45.4 % r o `� ° `� SANITARY LATERAL �o PLANT (1) STREET `� \ `�' \ `"V TREE: 2" CAL. IMPERVIOUS AREA: 1,030 SF 1 SKYCOLE U o o �� n m d _ � HONEYLOCUST/ o N �� GLEDITSIA CITY OF TIGARD _ e _ �> _ _ / j f TRIACANTHOS PIa ning ,� ~ — �� 1 INERMIS Approved b g Date: RIVER TERRACE NORTHWEST (503) 221 -19203 Initials. L� PROJECT NO.: 395-037 8OTYPE: CONSTRUCTION 2S 1 W6 SCALE REVIEWED BY: PRE 9 LOT 169 (R-12, ROW HOME) 10 0 RIVER TERRACE NORTHWEST g 1 INCH=20 FEET Z 13206 SW AUBERGINE TERRACE LEGEND: S5 SANITARY SEWER Pacific SW ROY ROGERS ROAD SDSTORM DRAIN Community PLANT STREET TREES: Design 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. w WATER LINE 12564 SW Main street CE RCI D I PHYLLUM SIDEWALK MANHOLE 564Tigard,OR 97223 JAPONICA, TYP. [T]503-941-9484 // \ :-----‘k , --- _.. ,/ t� a STREET LIGHT ��� -7.50' -�-- 12/07/2016 10.00' — „' REVISIONS PUE i' _� _ ""'— --�""�"'-^�` NO. DATE DESCRIPTION r- LANDSCAPE TRACT s _ :-- � STRAW WATTLE PERIMETER 1_`� ---7 '— T._ ' _- EROSION CONTROL X // �% �� 7 i' — -' — —� �:� j'8.19' 1 // 0 STREET SECTION, SEE 7\ n � X 293.8 / `i // / ! /� //� ,� ! CONSTRUCTION DOCUMENTS -\12.26'< � —23.5 i � � � ��h�., �,-„, ±. T _ �� 294— 1 — --- _ 1 ca ——] ____ .-7._..-- — =292——— — _ _ a�u°aaaaS°�� ° . - w ~a =---- 2.6._x290 -� — — - — —_ _— —_ I1trn SETBACK SUMMARY'' 12'1 , I I / I I 'i BUILDING: , 11 I� REAR SETBACK: 10' f I I 'I 'i ': COVERED PATIO: 5' I 1 ' 4PLEX-E7A' 1 4 '' SIDE SETBACK:* 0' UFF=299.5- I 1 r Y 1 I / - 11 5.19' I GARAGE SETBACK: 20' cr. E GFF-290.5 11 / I I � = PORCH SETBACK: 8' / III 1 11 04 164 65 TRACT D 166 167 1 l 169 1 ; ITRA 44 1 T EI i 1170 * FIRE CODE SIDE SETBACK: 3' o I I I 0.00' 1,709 SF- 1 1 En i trn l 05 = JJ I ��, FRONT 11 I GARAGE i I 1 I o t 1 . -11— �/ I ' ' J -7-o 1 �-or o1 I C7 I f z -- r6.00'�i Q 1 1 -- -- I I _- � - LOT COVERAGE: 0.- LEV /1 o — I I — J I I I PUE I 20.00'— el ( C _ _ LOT AREA: 1,709 SF RIVER w j , I TERRACE / N - - 1u BUILDING FOOTPRINT: 654 SF 4.0111111011111111114.4110.111.4110 411011014110-411111411041111.11110.11111W/H11.41.111111.1/11.41111411110,14014110111,40A P.40 —_ 25.7 COVERED PORCH: 11 SF MEM . ___________ 7 o l NORTHWEST o "' 288.0 CANTILEVER LIVING SPACE: 19 SF o v (.,, ' III" \(,/ 1----.1., COVERED PATIO: 0 SF m / SIDEWALK , I. ..,,,.1:: M ] .. WATER METER _asDECK AREA: 92 SF as --I- as asMEI as as _ _ LOT 169 Lo 32.00' STORM LATERAL ,/ TOTAL COVERAGE: 776 SF PLOT PLAN O SW AUBERGINE TERRACE / 2 _ ..... --� I - I ---: f l ._A._-___ SS -- 45.4 % SS S5 ss �'f SS �� i ~ ,� j �; \ SANITARY LATERAL PLANT (1) STREET IMPERVIOUS AREA: 1,030 SF 1 TREE: 2" CAL. D_ V` ,, +� --_ SKYCOLE a .- \� '---,,,,,N, t HONEYLOCUST/ GLEDITSIA CITY OF GARS - - - \< \%� - I TRIACANTHOS Approve, t ►a ICig - — —�, ` f 1m INERMIS �/ I ;r Gate: ,g. RIVER TERRACE NORTHWEST (503) 221 -1920 Initials: LS3 C C PROJECT NO.: 395-037 2S1 W6 REVP EWED BY. CONSTRUCTION RE N. 9 LOT 169 (R-12, ROW HOME) 0 S1AOLE 0 RIVER TERRACE NORTHWEST z 13206 SW AUBERGINE TERRACE , INCH=20 FEET ( PATIO CONDITION ) CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) GONG.STEPS CONC.STEPS GONG.STEPS 3)ALL BEAMS PER DESIGNERS PLAN GONG.STEPS (UNLESS NOTED OTHERWISE) NMIII= 1 MIME - 4) N GUTTING USE CAUTION WHEN — FOR PLUMBING _ __ IIITI!OIF MIMI - 5)PROVIDE PROPER SUPPORT AT ALL III� �i�-�L-� nii Iii��i2L=:a�1;—all IliiiiE_�_�;�;,:,a��� SHEARWALLS I1/4" � 'Iilli— r - I(' ! 1 shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL you prior to any construction. DESIGN NOTFS: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD ® CONFORMS TO DESIGN CONCEPT (***DECK CONDITION***) DEFLECTION CRITERIA ❑ CONFORMS TO DESIGN CONCEPT WITH oFL/a6o FLOOR LOAD/N6: REVISIONS AS SHOWN 9-1/2 RFPI-20 e 16*O.G. 9-1/2 RFPI-20 S 15'O.G. 9-1/2 RFPI-20 5 1 6"O.G. 40psf LIVE LOAD 111NON-CONFORMING REVISE AND RESUBMIT START FRAMING HERE START FRAMING HERE 9-1/2 RFPI-20®i 6'O.G. 12psf DEAD LOAD START FRAMING HERE START FRAMING HERE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE / SLEEP/N6AREA5: WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE -___ _I ___ Rt __ _ RC / R 30psf LIVE LOAD FABAICATOAIVENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE —-' it I ; T !!! p _ _ 12psf DEAD LOAD DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I I I II 1 - - j �''BvI f -� - OVER THIS SHOP DRAWING. R1 ,� 11 I ; 1 I ; 'I I ! ! ROOFLOAD/N6: iG/ I I I 1 j II I I i Rt 25psf LIVE LOAD By: Arnold A. Solomon Date: July 18,2016 I I I I !I I I i I I I � 11 psf DEAD LOAD CT ENGINEERING INC ilk II II I I j I i I Ii i R, III - - 11 1 Ii I I i I �I I -C I j gI II _ iII ! lI -� I I I I I II {9 I 19 .3 {3 -1B -e 1 JI I R+ II 1 R1 I'W 1 ! I II � 1 1 Il i I I I I I�I{-�^(�///i'�L-. �ad.,,:.ww ,... .., 5_� lANNA, m l H 5 1 a • in '- MI .T .fi Ji I .i �T i I 1 jail { �I Jtl _._ f, ._.� H .1. �. - .'11, Rt II I �' I a! • I I ��' NQ I I I 111 U _ I I j I 11 I �m3 �� 1; R1 1 III I 1 ! I I I I ! I I -I rnN ."" ` 'I i ! i Ii I Rt R'! 1 I d.�y-`' o,e,-uueu 11 Rt Rs R1 I I �i b""s,-«e..----'g I R1 R1 l I I R+ 1 I -...wad .,1m 1 I i !i 1 I 1 I I 15 B¢ ElCONFORMS TO DESIGN CONCEPT I I 11 II I I I I II I RFA'BLOGKNGPANELSMRXBEAsJi5r LLAaDYE _ i. I I I 1 it II I I Il 1 NTh CONFORMS TO DESIGN CONCEPT WITH 1 1 I II I I :I I ❑ REVISIONS NOTED I I 1 I II I i II I I II I I R2 ❑ NON-CONFORMING—REVISE&RESUBMIT I - 1 TB' II Je _ aT 11 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE •.0 • I 111 I i � I 1 li I ! P '�° 'i+` Jb -' WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I I 1 I 1 ..._i DRI .I I i i.- __ -k=1:(. i ,I� ./ice ro rs.RLo.1.L FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN eaAwwSrJ.on DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 1 I !- I - I I I I ,- 3 3 11 II ! ,I� msrAu sawse eLcc.Ks II G ByDavid R Burnett Date 7 20/16 - I I _ I I I I • I ` III/ BED rDrD6rA5� PRIORITY OVER THIS SHOP DRAWING. I i it eerne.,e.w.rc« I l I s �% / - '1'1 1 , 1 I - I �I I ,' I i I . 1104 MILBRANDT ARCHITECTS = Ian i '��,1' '' eT '$n I I s B 'I' �> -ttJ=0I I I -' ��. R2 ,:-_=� II I I 42 - A i i phi I I BTI SIINI /J I.1 i I • I II 'IJ4�ell ! II H: 1 I . -. l I8,- I ! Rit1 i '-/1 I I R2 _ 1Til 1 lmauea. _'� 1 - RS I i,I.JF 'L HD 5 4. I 1 1 i !-� R2 T I I ,1 , "�' _1 B4 -_ �� I I I ! R ..I H --1--P-1 R2 POST LOAD TRANSFER DETAIL '�L' 1 _.-Jt i � 1� _ �:.- B9 - I ! • i i N.T.S. i I _6., „ !\€), ,FI-2(J 4 4 IMPORTANT. 1 •....FOLLOWINGMATEEYLLLIST COVERS EITHER CONDITION.... REFERENCE INSTALLATION PL 16-310(MAIN) (LOM 166-1691 POLYGON ENGLISH REVIVAL4-REX E-1(A)K-11(A) GUIDE FOR ALL FRAMING MH:e Materiel MeDepth Grade nay CeeLth Teti-th DETAILS AND I-JOIST INFORMATION Meth R1 i.TSLVL Rim 1 S/4 9 in 1.5E 29 20 580 R2 055 Rim9 1 1/2 6 16 96 HDR1 BIG BEAM 5 1/2 11 T/B 2.1E 4 16 64 - LPGENI7: HDR2 Cascade 5.L.249-V4 B 1/2 10 1/2 Fb-2400 2 14 28 Paciff HDR9 LexLemLVL 4F-V4 9 i/2 10 1/2 Fb•2400 6 ,2 ,2 MAIN FLOOR JOIST LAYOUT umber 0... B1 RbbLem LVL 1 9/4 1/2 1.5E 2 4 D HANGER GALLOUT B2 R9eLem LVL 1 3/4 1/2 1.5E 4 2 s �,�' 69 RlgbLam LVL 1 9/4 1/2 1.5E 12 410 120 SCALE 1/4"- 1'-0" ® B4 &G BEAM 5 1/2 1/2 2.1E 2 6 12 SUPPORTING POST B5 &6 BEAM 5 1/2 1/2 2.1E 2 12 24 B6 BGBEAM 9 1/2 1/2 2.1E 8 4 52 TRUSS ;.gCOMPANY ® -POST LOAD ABOVE Br BIG BEAM 5 1/2 1/2 2.1E 18 14 252 EIS BG BEAM 9 1/2 12 2,E 2 16 52 ROSEBURG FRAMING SYSTEM" t R -RIMBOARD JB1 SLAG 1,5 LVL 9/4 1/2 1.5E 94 9 282 Ji 'RFPI-20 3/4 1//2 6 1B 10B LB -LVL BLOCKING J2 RFPI-2o 5/4 1/2 B a 6a 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)656-8665 engineeredproducts for today's builder- J5 RFPL20 5/4 in a to 44a qualify wood JH -JOIST BLOCKING J4 RPM-=0 3/4 1/2 2 10 20 PACIFIC WMBER COPYRIGHT 21116 , `!—� ��// 1■I1 PLAN: emsuSNREVNAL 4-FLEX E-WA)K-7(A) (LOTS 166-16.0 J5 FPI-20 S/a = +6 5= These plansndthedesi nsarecopyrightedunderFederalLawPacifICLumberCom an 2016. RIIGIDLAM LY L RIGIDRIIYI CUSTOMER: POLYGON J -JOIST GALLOUT J6 RF51-2o 5/4 v2 18 25 992 9by Company rs JT RFPI-2o 9/a 1/2 1 B 25 aha The plans may not be re-used or-copied,In whole or part,without written permission from Pacific Lumber PLAN DATED: 1/13/1b 5 BEAM(FLUSH w/JOIST) JB R51,20 5/4 1/2 12 4 48 Company,which retains copyrights Co,and ownership of the plans.Use of these plans by any other J9 -195PF20 5/4 1/2 4 12 4B product supplier other than Pacific Lumber Company 15 strictly prohibited Unauthorized use or HDR -HEADER(BEAM BELOW JOIST) Aeceeeerio copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include DESIGNER: KAM/L HENDER50N PATE: 1/14/1 6 HBO-BEAM BY OTHERS H+ THOIT950-ory 1115.5 54 penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. RFPI 9101ST H2 Hucahel/9 ` PL 1 6-520 (MAIN) SHEET: 1 of 2 H9 HU410 B RtVfILt6 rORBrIRQOUCTS 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 START FRAMING HERE > START FRAMING HERE START FRAMING HERE REVISIONS AS SHOWN 4 O START FRAMING HERE ❑ NON-CONFORMING-REVISE AND RESUBMIT U 0 0 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE IBM40I IBM6I BM6 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE LRMII P1',1-1-11711-- K1"-�-1,- IIRM1 IRM1 I 1--W--V1--- - i -U J I_ �BM40� ___ .,,_!. _...= A — =•-•61L �RM1I RM1 'RK SRM FABAICATOA;VENDOA OF RESPONSIBILITY FOR CONFORMANCE WITN THE r�_�_ =�_ _ _ ,q=te-�_,� -�- -� _-116= ,_,�'�- _��tyC- � ® : ■ Y f:T,+l w : x, ®_ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY o 1 I m Rv - rn rn RI 0 o LC. m Cn o�III_`- -HL:. _ "qq u 8gi o 4 0 1OVER THIS SHOP DRAWING. � ti III�tI m l2o 15G� II1 ti P q ti 12-tat15 u ��8 Arnold A.Solomon Date:July 18,2016 a @1 - i �• I0 fr Y b UI e L. 5 s W dFt4 = W I i v CT ENGINEERING INC I Fos ° �4 Fos 1 F03 Flt Eli F03 X❑ CONFORMS TO DESIGN CONCEPT P03 o F11 y Eli ° R t ni CONFORMS TO DESIGN CONCEPT WITH I n F03 REVISIONS NOTED I F03 m Eli °Oa F11 u F03 d 012 NON-CONFORMING-REVISE&RESUBMIT 1 F03 ° F11 f11 u ¢ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Fn'3 + F03 I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE h F06 F13 �� F13 t �� c FABRICATORNENDORDESIGN OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN dI A I ^ II F06 — DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE F03 II I F12 ir F03PRIORITY OVER THIS SHOP DRAWING. m I+By David R Burnett Date 7/20/16 IR 1 Cv p F04 ° r XPi/I Ft2�l) n � F041-RM1� MILBRANDT ARCHITECTS (RM1'li Foo ® M F12LJ I _� F04 ° m t_ d 4 °IIN 2 NIM F12 >KJ, t F04 —RM1� F04 q _ D F03 I I , _ ® im .. p F12 P E- a 0 1 — I F03 1 _I` F03 (� if all — _ F 2 n 2 j u f--I F03 4� j F03 �J 9111ce cc III F12 \M/ �r I ® F03 Fr- M F03 ° ` OD I ` �_IBM2[' 'BMA_ih + 1F03orP_ F03 r` b F11 LI J F114 , 4 1 . IRM1� b F11 ' Ci I F03 • A F02 F11 ° F02 0 I ®I F02 F11 A A F11 F02 I� 191 F02 Eli Y w F11 F02 mil --o I F02 Eli m° Eli F02 A L______", F02 F11 rc EliIuH F021 I F02 I Ft1 ° 0 u EliPO2I L_Snerminuilm jRM1 l FO1 IRI RM1 ��! %� _ W 11;�YL•! 1-03 10 BM24 '- �..� ImMoiti dI I i IR"TT— 0 I 1I F01 1 y IRMi I F 0:::: >- I- re w W U U ¢ Q U U U N O N O re cc 55 re 0 a Z re re ' o a 3 a 0 N In ' N ao , I \ -i- Products PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 4 JOIST WITH RIM RMI 37-00-00 t-3/4X20LVL 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 1-3/4 X 20 LVL 2 4 ENGLISH REVIVAL 4-PLEX E-7(A)&K-7(A) LOTS 166-169 I ALL BEAMS AND CONNECTORS PER ENGINEER BKi 12-00-00 1-3/4 X 20 LVL 1 2 Pacifi umber BK1 11-00-00 1-3/4X 20 LVL 1 4 PL16-320 UPPER BK1=BLOCKING FLOG 40LOL DING BM40 11-00-00 1-3/4 X 20 LVL 2 4 RM1=RIM BOARD 15DL & TRUSS BK1 10-D0-00 1-3/4X20 LVL 1 2COMPANY RM1 10-00-00 1-3/4 X 20 LVL 1 6 7/14/2016 REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BM6 10-00-00 1-3/4 X 20 LVL 2 4 BLOCKING REQUIREMENTS. RM1 7-00-00 1-3/4 X 20 LVL 1 2 BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I BM4 5-00-00 1-3/4X 20 LVL 2 16 BM2 4-00.00 1-3/4 X 20 LVL 1 4 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I �'�—��+ ���: RM1 4-00-00 1-3/4X20LVL 1 z ACCESSORIES QTY I III `I� `I� `IIII ._.,,._`_.. BM24 4-00-00 1-3/4 X 20 LVL 2 4 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I� _ �_''=1 RMi 3-00-00 1-3/4X20 LVL 1 3 HIT420 68 SHEET 2 OF 2 RM1 2-00-00 1-3/4 X 20 LVL 1 19 ® _ RM1 1-00-00 1-3/4X20 LVL 1 4 _ 1-3/4 x 20 LVL BLOCKING 59' DO NOT: © HUC416 8 - Loosen,remove,cut or notch SCALE: 1/4"=1' 0'on 24"x36"SHEET any part of the open web joist. Z CONFORMS TO DESIGN CONCEPT I CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH 0 CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED REVISIONS AS SHOWN NON-CONFORMING–REVISE&RESUBMIT (—I NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE c WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE N FABRICATOAJVENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN v DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE c '4 OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. fL By: Arnold R. Solomon Date: July 20, 2016 By David R Burnett Date 7/21/16 MILBRANDT ARCHITECTS ° CT ENGINEERING INC ALL HANGERS LUS24U.N.0. o o 881-101 t 4.1 1-31-71/2' 18-5112' 2-0' 8•-3' 5L1' r^-1' . 8'-3' �2-0'� 1g-51/2' 9=71/2' •c k 1I 1 T g-r 9'-8' U 1 1 ip I. r -44 iso VIN ui Gtf 7 ��1 r � � 4'71/2' 11 y, • ��cl� 1�i mmm�ir■mmm� �.Ilwa:�/�►_:±-� + �Ji1 /! �`�' - — pmummilli,1 ..►�ili� J.=`�-�. 77/1 �p_. - y mom.. - f�i 10 17 �I` Ilkik 4�., .'� ,I 1. r�■ a �� r�l :�IY��_���lla'� G1 I WS/A g II M 1 i., \I I I MI 1.1 I Clia 00 M ISIKVAIM 741 N — 7 \�ca7amAni � c> ilivielgltril . 1.1111111111 to co rim 21-Z: -1 6„.: h /.. )1141 MI Lift Eli=,, t 13 _ iZJ,OQ Z OZ 0;2;0 w 17 R .� .� 4 17 zwUwo2wm„WQ� C IIII . R 4 gw(0?�owcn�a3a 9 � I.Ili - ac>>c73�zz�„iWu� wgOw go6con_Rz>6 .a co L.1 1 :r II iRr, c co MI LL.. ,ii, `T IL N loci' Ai 771 _._1111. II Adii,M II IIIIR CO .. '.:,\4;,p, 1 vs iihgli 17 En e• 1 gS\1114 nor Iti\_ 1 th 1 ,' EV Eird% 1 7. 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