Loading...
Plans (115) -1 5 7)..o/2-oG t (359Y stv L,Stuc4 l%wc 7' SW ROY ROGERS ROAD 1 € .,n , . y°r, ` LEGEND: PLANT STREET TREES: � ss SANITARY SEWER Pacific 2" CAL. KATSURATREE/ 7C 2 0 2015 ----SD STORM DRAIN Community CERCIDIPHYLLUM f_. w WATER LINE Design JAPONICA, TYP, FUTURE CURB AND GUTTER, TYP. r K�� 4 ( MANHOLE 12564SWMainStreet '"" Tigard,OR 97223 = i [7]503-941-9484 ! d ice` 'p " i "l:i' / ., ` 10.00' CATCH BASIN DATE: 12/12/2016 t t •\ \t\ -LANDSCAPE TRACT- -J d - A STREET LIGHT \\: A - ��- -. - �' REVISIONS • ....._=-41____ �. \. ' _-_.' s�' 't :�`- ----.z-,<wl �' —kt 50' \x NO. DATE DESCRIPTION \ q..r.. .. C X _ J- t_ \1 . ,.7 STRAW WATTLE PERIMETER ', 'v '' 1 V a 1 v g PUE , EROSION CONTROL 7/ — .- 4- Y � �y - ; - - i, .° - STREET SECTION SEE 0 I _ - ° 276.4 9.41 . _ _ - CONSTRUCTION DOCUMENTS _ 276.0 : RUC y — — j27 15 3' — — - = _____I — - - — —8 _ _ -..._� �, � ria F- 276 — ____— ___ v- - �.__ _ �.,_-_ __ SETBACKSUMMARY 1 _ -- - _—.r- �� —{ _ _274 --.- —. — — - - .._ / _ dr-a - S RY - - 13 64 - 272_=- �I 1 r "--tb _-- ---- FRONT SETBACK: 12' II 1 I I II I - -- -- �,�o I �I I I r REAR SETBACK: 10' I� III r 0.00' I� � 0.00 7 II I r1Olt COVERED PATIO: 5' I r .---S4DE SETBACK:- Q t Y in 1 a 1,096 SF L-II r — I GARAGE SETBACK: 20 E 1 I --` - 11 I I L_____, PORCH SETBACK: 8' ' Cz N. - �� 1 II BUILDING: 1 I Ie i 1 5PLEX-K7B == i II I i 196 * FIRE CODE SIDE SETBACK: 3' 1 188 � 189 I 190 191 UFF-279.9 193 194 9M•CTI I ' X195 o I II Ii 1 GFF=270.9 �0I I I �� I t„..--ii\ a> It I 1 I FRONT r- �'1 1 . ' I i i GARAGE _'��1 1111-1------.... LOT COVERAGE: 1 I- -�` II r--L - if z T -z --- ' s— _1-- ;I I -SIDEWALK =- . _ — — II 0 L - IL �l=J 1 0 -J I I— — ❑ 11 I _ t _ — LOT AREA: 1,096 SF wrei `� I , L — — 20.73' — —� 1L RIVER w — N - --_ — — — / — __ -- ; - - - _ - - BUILDING FOOTPRINT: 569 SF TERRACE a1 d a 1 --_- _ —.� .,_- _.. ���.�,��►�_�e�+��y��`�s,����i.������' �i � - .. ---7 '-�" COVERED PORCH N -- - ;, `-�6 34 SF NORTHWEST 15.3' , i C _ O VIM <.:1- f[ —v \t 270 5 270.1 o E v I CANTILEVER LIVING SPACE: 54 SF t JJ \ o11-1 _ - � , ! � �� ". \ --41 COVERED PATIO: 0 SF CO '^ % �� i• / 1 \\ WATER METER �\ . ,r PLANT (1) STREET TREE: ;`� - o - t - ' -W 2" CAL. HEDGE MAPLE/ ___-46, DECK AREA: 72 SF o �_ a �s — —a5 I AGER CAMPESTRE _ __ - a LOT 192 TOTAL COVERAGE: 729 SF PLOT PLAN --- Jf SANITARY LATERAL /� I 32.00' �' I. / I. 5, 66.5 % o SS . I SS - r SS _ SS SS 55V\1 ` l ' �/� ��, IMPERVIOUS AREA: 880 SF 1 \ 1; \ SW BEACH PLUM TERRACE f \ _ - , , i,,,_ v„ ,z, � V1 U ,,,,,..\ \ ° y °P ,\ , \ \, i — J a c RIVER TERRACE NORTHWEST (503) 221 -1920 CITY OF TIGARD 0 PROJECT NO.: 395-037 2S1 W6 Approved by Planning TYPE: CONSTRUCTION O I, SCALE REVIEWED BY: PRE CO LOT 192 (R-12, ROW HOME) Date: Z 16. (I? 10 20 RIVER TERRACE NORTHWEST Initials: 13394 SW BEACH PLUM TERRACE 11"�"=2°FEET Q 5xwrnrmain .xs'e : . atwcarm , . .w.:Inmtk eF3e aF - - . SW ROY ROGERS ROAD LEGEND: 1 Pacific PLANT STREET TREES: H17 1., ,,' ` -' SANITARY SEWER q---- Community 2" CAL. KATSURA TREE/ SD STORM DRAIN € Desicn CERCIDIPHYLLUM `: I, ,',illc ),,E 11 W WATER LINE := ' JAPONICA, TYP. FUTURE CURB AND GUTTER, TYP. 3 12564 SW Main Street y.l, U MANHOLE rgara,OR 97223 f a et [77 503 941-9484 �,, xt ;� ,- t � , � -�' CATCH BASIN .. F; 1— i lt` �i vy _ DATE: wizizo�e 10 00 x _ ------,-_,L--,_ � � _ -_ , _— -LANDSCAPE CT x --- STREET LIGHT REVISIONS -�-------.�� � , N\l7 50 kx k� STRAW WATTLE PERIMETER ' NO. DATE DESCRIPTION T a A \\ a lY. a' 4 PUE % `v EROSION CONTROL '' — -P _' _ -_-~.„ „ r 2 ' ' °-- • 9.4r - ,,-- _ ___.._- • © STREET SECTION, SEE _ _� - - v6 o n - CONSTRUCTION DOCUMENTS —278 �. '' - �,Q 15.3' r �Y� = ate - - 1 - — " - — r — 274 13.64' — — — -- —_ - I SETBACK SUMMARY -L. I I - ---- � — •�' ...•�_-_-- lat i' _ FRONT SETBACK: 12' ,r _ - ---- 272 �,. 1 -- I M .�o - , �I I I REAR SETBACK: 10' 111111111 :II I I: r =Ill 0.00' � 0.00' �� i 11 I rII COVERED PATIO: 5 I _, 1 11. 4 1,096 SF IL 1 r' PJI — GARAGE SETBACK: 20„ r , S a III BUILDING: I PORCH SETBACK: 8' 5PLEX K7B I I 1 188 f 1$9 _ I II I - II I i - 196 `, * FIRE CODE SIDE SETBACK: 3' III 190 191 UFF=279.9 193 194 9 QCT I I ,195 b II J II III G FF=270.9 1 Al I t__. cti ; I I nI n I I il. a0i I _ I FRONT r, � 1 I I rl Ii 1 1' GARAGE to 1 __ LOT COVERAGE: --- r -a Z — r ——— s--Z 1--- r�I r L - ( s= I I I SIDEWALK =- I _ I O I I II — —0 I I If —� II I r _ LOT AREA: 1,096 SF — — — RIVER I L w - ~ .` j L — 20.73' - - - - -; - — — — - - - - BUILDING FOOTPRINT: 569 SF TERRACE - iiiii _�, \\\ Willi — — COVERED PORCH. 3 SF NORTHWEST f 15.3 �` 0' - � CANTILEVER LIVING SPACE: 54 SF �T. O 01Q, ‘A-_ ‘A_ ., v 270.5 270.1 .E ( E o m n r V, \ .1I� eriCOVERED PATIO: 0 SF rn , WATER METER PLANT (1) STREET TREE: 16�I o =r- _____ W 2” CAL. HEDGE MAPLE/ DECK AREA: 72 SF — _ LOT 192 0 I t35 -t75 ACER CAMPESTRE TOTAL COVERAGE: 729 SF PLOT PLAN a) -- Qs SANITARY LATERAL 32.00 SS_ SS -- ......._ SS SS _ _ 66.5 % 43) S5 r;f =`l i _ � S O IMPERVIOUS AREA. , 880 SF O rh_. SW BEACH PLUM TERRACE ,, �\ �� `� __. �— A q — 1-- - — ._---- _ 0 v5. II ----\-7-1.--------- a C RIVER TERRACE NORTHWEST (503) 221 -1920 CITY OF TIGARDCP 0 C ^„ � 2SW6 1 PROJECT NO.: 395-037 Approved by Planning TYPE: CONSTRUCTION 4 LOT 192 (R-12, ROW HOME) Date: 2-Ig�C //7 0 s110 20 REVIEWED BY: PRE RIVER TERRACE NORTHWEST o Initials: 11,L 13394 SW BEACH PLUM TERRACE 1INCH=20 FEET 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE START FRAMING HERE e • START FRAMING HERE START FRAMING HERE • START FRAMING HERE 0 0 0 _ IBM301 113M61 1 — JBM6I JBM61 3�$1 BM301 "rr�1J N Ie�N N N M ® ® I I N N MI � pu ® piIiIJIJIJ ' oT—� I��rY�i' 1°mIMI �- —a— l1 � 11 ® ®MI !� 11 I Ila ^�D �:> r�S ® m ; i�^w1• •.�� v� III F05 I I 14 I I F14 I F05 III° FD3 I F11 I I Eli I 1 F03 SII F03 IFiEIMI I FII (_ F11 I F03 •I�I A,i F03 I I 11111=1=1 I I • • ( F03 F03 a F11 I F11 I F03 ,f' II f 0 1 IN ,. �: �• —. I 0 III F13 _II I— F13 F73 • II\� FOB •' F03 m,-.."••• H. III -p 1- F12 III II 0 0 r ll .; � MEI�I It �. 1! F12 -�I F03 El (�MEI —0 F04 II' U��II IA�U F12Hi •'�U�wII F04 I (� F12 Mama� 0 F04 o F12 �' _ I �: - F04 Oa ,» -W I II.r� 4�•I I � .'I I F04 g3ci CL I F03 `II QA e _ F12 1_M CC •— �i7IF03 `1 F03 6yiil� i�' F12 �;I I F12 —` I ( I�» sill 2 imTF03 /� ill �.F03 I II �BM2i , 7BM2 — F03 ` I„_� J , JBM21_,Il wl ' FD3 ralF03 F11 I I Eli I I ® Eli 0 F03 F11 10 N I O F02 { I0 c Ell I F11 g_ i I F02 ° M ml F02 II II F11 I i f11 MI -- F11 I i F02 Im F02 I IIS Eli I fit RI I I• I F02 w 0 a F11 I I I F11• �.I z ig i I • i el g I F02 Ii F02II� I f11 I I I • FO _ F1 2 y• ®I. F01 - I 1-03" I, BM24 1;� Wil�- 'lam I►�L i. _____ i'a BM24 I11-03 00 1-03.0 I BM s INIEii-I^I ® F02 /.�!I� LF�7 RM1 a kw C3 A R 1 �- ®� - F01 F CONFORMS TO DESIGN CONCEPT W g 0Lu 5 CONFORMS TO DESIGN CONCEPT w 5 ❑ CONFORMS TO DESIGN CONCEPT WITH as CONFORMS TO DESIGN CONCEPT WITH a a cgi Fn 0 REVISIONS NOTED a re ° a cc REVISIONS AS SHOWN z LL g ° o a NON-CONFORMING-REVISE&RESUBMIT Ce Ce 0 NON-CONFORMING-REVISE AND RESUBMIT O THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE O= Q O i- 0 THIS SHOP DRABING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE oo WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE v) us V) WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE DRAWINGS, A70RNENDOR OF NS,ANDSIBILRC FOR CONFORMANCE WITHHIDESIGN to to V) FABAICATOAIVENDDR OF RESPONSIBILITY FOR CONFORMANCE AITH THE DRAWINGS,SPECIFICATIONS, APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By David R Burnett Date 7/20/16 OVER THIS SHOP DRAWING. By: Arnold R. Solomon Date:July 18,2016 MILBRANDT ARCHITECTS CT ENGINEERING INC I Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4X20LVL 1 5 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 B RM1 15-00-00 1-3/4 X 20 LVL 1 2 AMERICAN MODERN 5-FLEX (B)&K-7(B) LOTS 190-194 I ALL BEAMS AND CONNECTORS PER ENGINEER RM1 14-00-00 1-3/4X20 LVL 1 3 E-7 ' Pacifi umber BM23 14-00-00 1-3/4 X 20 LVL 2 6 FLOOR LOADING: BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-321 UPPER BK1=BLOCKING 40 LL BK1 11-00-00 1-3/4X20 LVL 1 5 RM1=RIM BOARD 15DL COMPANY BM30 11-00-00 1-3/4 X 20 LVL 2 4 REFER TO STRUCTURAL PLAN FOR TRUSS BK1 10-00-00 1-3/4 X 20 LVL 1 3 7/14/2016 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4X20 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 _ BM21 5-00-00 1-3/4 X 20 LVL 1 2 SHADED HVAC DIAGRAM ON LAYOUT IS GENERAL GUIDE ONLY. BM4 5-00-00 1-3/4 X 20 LVL 2 20 I It����'�� �';�=� 1 ACCESSORIES QTY I �� =`I�.='. :11111 BM2 4-00-00 1-3/4 X 20 LVL 1 5 _ I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I t� _ _-�I RM1 4-00-00 1-3/4 X20 LVL 1 3 BM24 4-00-00 1-3/4 X 20 LVL 2 6 O HIT420 86 __ SHEET 2 OF 2 RMT 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X 20 LVL 1 20 1-3/4 x 20 LVL BLOCKING 70' RMI 1-00-00 1-3/4 X 20 LVL 1 6 DO NOT: Loosen,remove,cut or notch © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist. C PATIO CONDITION—) CONTRACTOR NOTES: /// 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 5)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 1111111 MIN MN Illird MINI 4)1)55 CAUTION WHEN GUTTING _ - - - _ - FOR PLUMBING _r. ..1111W_ -1II hiii -,6iiw'Ti Tin-uu�iT Il-i�"=-� 1 5)PROVIDE PROPER SUPPORT AT ALL _ �_ — _�' ,,, ?�'1ci3iiCl�r711 Ilu�1i�p'3:3iP�l �tcl-.ix�ll II�Tx�ii�••=o 1 I I 1 �� - ilt;_ — �_ �I 1��)-+�s SHEARWALLS i 1 � ,1 I I THIS/S A PLACEMENT PLAN ONLY' i: ,1 6 I �I 11 This layout is to be used in conjunction With II 1 I 1 I, H, I '� I ( 1 _ Architectural/structural plans.Verify all _ 1 , 1 1 1 - I shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible For approving this PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. DES/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD ("*DECK GONDITION*** DEFLECTION CRITERIA OF L/450 FLOOR LOAD/N6: 4Opsf LIVE LOAD 1 2psf DEAD LOAD 9-1/2 RFPI-2O E 16"O.G. 'I-1/2 RFPI-20 e 16"0.C. .1-1/2 RFPI-20 e 16"O.G. 9-1/2 RFPI-20 to 16"0.C. q-1/2 RFPI-20 5 15"O.G. START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/N6 AREAS: Spsf LIVE Rt R1 RI 11 Opsf DEAD LOAD II iI iI.---it—r-----,--- ii: _ ----•---'—=', ,�. /¢OOFLOAD/N6: 4 l ! , � 'I I 25psf LIVE LOAD Rt IB I i 1 IiI - t Tpsf DEAD LOAD 1 II il I 1 II lin Ir I I II i it I 1 I .I I I .i . Ri a .517 d¢ J, .15 19 J3 .1S J a I ( i I11 1 I 1 II ! '$ y — J - { i �$ �I �A IP 1 �� 3 $ ill ""ru.."w::nP 1 i 11 (I �I JI �ti II I I I �o jh _1 1 11 _J JI -�^ II II i - A:w.wN:n..� _ II R1 I ' !_H 23�i� .� "I'' �/ H� --w -... _ 1 II >— ! Ioas.ets;4.....Q.„„..-�i-.., aII 1.1 IR 1 .-- t...--.Ire_. 11 t ,Ri� "'�°'m:. � li --�--_.. — ii III II 11 1 Rt R2 __.-! HDL1 ._.y .._ ._ il II Ji -il JY Ji JIII 1 aif 3ry -1 tr i ..M -7 .Ili .. J1Gtiks . t -.Ill��V11 i � 417 �i �' 'i -I� Jif H _,_ — Rl — D-i I41111��' It 11 II al aiLO �e -,„&„-4- I 11 I III v I II I II 4�m 'C� 2 9( - t ' ! , it R, Rt I I! R, i a; m xmo. . T� R N >. ..4.=w. r9,�d in z R m-4 H ' II 1� 1 21 RI I Si R1 RI I �y1I r® ..n�w.m. 68 .I _F Siii : i' I �I ( R, Si iI I R1 -' Q I A RFPI BLOCKING PANELS MTh BEARING%ALLABOVE II I I I 11 NTS. R2 Jk I I :' I� • 0� 11 _ :ii 1 II :1 I I I I I 1 ' J R2 II I 1 Jt 1ill I 1 I y li I �ry 4 yy .I6 - a6 ..6 J. �� tt.i ..... .._.f H 3 ....r �__- Hge9 -� r+• - y -..I •. �._TJ51 i... _... Jb -if' .I{' -1 I 7..„.....„,..„... . • 7 • n III 3 E II I / TNST SOLmeLaKALL 3 ! B i; 1, T T - ••___ III► 1 I 3.499*a Posy '; II Q.'I. Pods 7EvA ger L. y Bi j lit,1 i T$� TF h I I ' I ;I B9 •�IIw 9 I II 0 a!4 h a5 ji, -6 B6 d4 �i a+ 4 -N a9 -� -b BI I i�Ba1 r,, as J _e B �7e - .��i 13 Bp li B9!��ry �IB� t ;$7 I LL 1 1 P• ; ,, I B7 OT �, R2 ,� J2 .� 1 ir I I;i 2 - -2 ,� 2 4 Q: 11 . C I II 11 R2. -_ '-',- 1 -'2''_.._. , R1 I - H�R3 -M Ri !HD 5 L t R1 R 'y.--u.- 4,.t HD..y.3 %.c I.. I —��{�.� J�- �.' r R2 B �'- • ! 41 ,�_ypR,,, Ile/ �I1 �I POET LOAD TRANSFER DETAIL ':':.. L9-.. Y:!,Iii ^ R1 --__.'------ T .-:: R1 H2 T 'FI• .._.._8105 -: I' 2 NTS. I II e I -� ® CONFORMS TO DESIGN CONCEPT I j CONFORMS TO DESIGN CONCEPT I I ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑CONFORMS REVISIONS TONOTED DESIGN CONCEPT WITH LI 2 2 �— ——� 1:1 NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT 2 I *»++FOLLOWING MATERIAL LIST COVERS EITHER CONDITION*+'** I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE IMPORTANT-/ PL 16-32 1(MAIN) (LOTS 190.154) WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE REFERENCE INSTALLATION POLYGON AMERICAN MODERN 5-RLE%E-T(B)5-1(3) FABRICATOR;VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABFJCATORNENDOR OF RESPONSIBWRY FOR.CONFORMANCE WITH DESIGN GUIDE FOR ALL FRAMING Mite Haterled Width Depth Leede city GtLth Tot Lth DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES ALL OF WHICH HAVE R1 1.T5 LVL Rim , 3/4 9 1/2 Inc 30 20 SBO OVER THIG SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. DETAILS AND I-JOIST INFORMATION R2 OSB Rim 1 9 1/2 6 16 96 ,OR, BIG BEAM 5 1/2 11 v8 2.,E 4 16 64 By David R Burnett._ Date 7/20/16__ By: Arnold R.Solomon R Date:July 18,2016 MILBRANDT ARCHITECTS RDR2 Cascade 6,249-v4 3 1/2 10 1/2 Pe-2400 2 14 0 CT ENGINEERING INC HDR9 GlegeceGe SL 29F-V4 3 1/2 10 1/2 Pb-2400 9 12 10B 12 LEGEND: Be RIeldLem LVL 1 3/4 1/2 1.5E 4 4 a Fac umberm F\ 63 BibSEmLVL , 3/4 1/2 ,.5E 5 6 12 MAIN FLOOR J015T LAYOUT H =HANGER GALLOUT 54 &G BEAM 9 1/2 1/2 2.5E 2 1 t2 BS BIIGBEA LVL 1 1/4 1/2 1.5E 3 4 36 66 BIG BEAM 3 1/2 1/2 2.1E l 4 25 SCALE: 1/4"- 1'-0" ® -SUPPORTING POST BT BIG BEAM BEAM BIG B8 3 1/2 3 1/2 1/2 2.1E 22 '" 308 1/2 2.1E 2 16 33 & TRUSS \ C O M P A N Y ® -POST LOAD ABOVE B9 BTG BEAM 9 1/2 1/2 2.1E 2 ,2 24 - B10 RlgidLem LVL 9/4i/2 1.5E a B 16 R =RIMBOARD 131 BLKGI.T5LVL 5/4 1/2 INC. 118 3 354 ROSEBURG FRAMING SYSTEM'" ' J1 19FPI-20 3/4 1/2 9 18 162 LB -LVL BLOCKING J2 RFP,-2o 3/a v2 ,, a ea ,. 10515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (5O3)555-.1663 J3 RPP-20 3/4 1/2 1 1 5 504 5 qualify engineered wood products for iodrn s builder- J4 RFPI-20 5/4 1/2 2 10 20PLAN: AMERICAN MODERN 5-FLEX E-'i(B)K-l(B) JB =JOIST BLOC-KING J5 RFPI_2D 3/4 1/2 4 16 64 PACIFIC LUMBER COPYRIGHT RIGIDLAM'LVL RIGIDRiM� -20 3/4 1/2 12 26 336 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. CUSTOMER: POLYGON J -JOIST GALLOUT t i RFPI-20 3/4 1/2 26 25 616 The plans may not be re-used or copied.In whole or part.Without written permission from Pacific Lumber Ipy.EeaRG FOREST PRODUCTS ROAE9IIRG FORESro?ODII[AS PLAN DATED: '1/13/1 6 46 565I-20 5/4 /2 10 4 40 Company,which retains copyrights to,and ownership of the plans.Vie of these plans by any other B -BEAM(FLUSH w/JOIST) J9 RFP1-20 9/4 1/2 s 12 60 product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or NOR -HEADER(BEAM BELOW JOIST) Auaeeabe copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include DESIGNER: KAM/L HENDERSON DATE: 7/14/16 BBO=BEAM BY OTHERS HI 1,011950-or-ITT95 44 penalties of upto$20,000per work Infringed,and 4100.000per work infrin.edwillful. RFPI JOIST � 2 HVG1B1 " a PL 1 6-32 1 (MAIN) SHEET: 1 of 2 3 Hee 10 e, E:CiSTlaRG iOQEST AWgDilCTS 151-5 V? 1 r W-61 W-51/2" I 1O'-31/2" 1 I 1 I- -0- 9'-8• .I_ 13'x" I 7 5/ f; I 1 0 11-21/2" 2',31 c0 4z 1 = 7 E 0 , , , , ....... , ......III v•IIIIIII=I 11•111/.-MN IA 11 _. 1 111111=N=..1•1111 1,A.a..s., �'r V V rn �' :7, Do li 1111 lin raid Nil 'icET, mum I .i c 1 I - :ti a o Oiii �_Mil - ICI IM. 1 H :i. Lim - __ Ill ---- -- W 1,4 UMW 01111=11 - , - - I '�/ �g� "' co i v_- IMr //U le M Ft- t- CD M VI r �i • � E o a MI 11136 IE. 11E 1, t 4N Q C7 z =v 7 ac _ I. , FDO-JW Ow�tYJV J� a I /-� z� Zw�-oa� `I _L OwQ r W ,OUW� •a i. t , OW DtY—�zmwp� d 2 a / / o�o�LL�oZZLLWZ a. IP 8, r �Qm'w¢�00� ili1 / 1tl / ;1 2 AIF: _T oZ ��Z �wwa0 as � ��yy m O 1L1! I WEIMIIIIIIMIIIIM co Wp 0 m VW SP I� 0: 2 :12 , caI{ C _ - — '� 1j \ w 11JS26 CIFIri_- • a "' _ Ir.. �umum uml �I�==ind�L� =E���"� �.. 1.-_ IIIIMIMIIII___ ...R _ _. 00 r- \ e.-- N of 01 tn Imp CO a_imp ^u ._ BP 10'-0" = L 18'-7!? I 9'-8• -I j 9'� -I V-s" -1 I 1a-0" I C it �- -� 18-71/2• c II I 117-1* 4 ? E 4 co m „'K Ch J 0 XI CONFORMS TO DESIGN CONCEPT 0 CONFORMS TO DESIGN CONCEPT Z Y ' ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH X Q w a REVISIONS AS SHOWN REVISIONS NOTED J o� c ❑ NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING- REVISE AND RESUBMITLO C_ a 00 o THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ID a THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Z Q. WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITI DESIGN Z < tgzr Z C) 0 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. Z 0 Z O r e4 OVER THIS SHOP DRAWING. By David R Burnett Date 7/21/16 0J W V .6 a, By: Arnold R. Solomon Date: July 20, 2016 M I L B R A N D TARCHITECTS 0 CT ENGINEERING INC ix 0 < IL . -a aa� 0WsIao