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Plans (100) /LiST.o()`VOC--71? /3 c r4 Sw th z�‘41. P4Ael ) - LEGEND: 111.1 -35SANITARY SEWER Pacific —SD-- STORM DRAIN Commtmity Design PLANT STREET TREES: SW ROY ROGERS ROAD -w WATER LINE 2" CAL. KATSURA TREE/ (i.-,v) � 1 564 SW Main Street `. -- "�" , „,.,, +.:� MANHOLE 2Tigard,OR 97223 CERCIDIPHYLLUM i,. r [T] 03-OR 97 84 ->",,, 10.00' - FUTURE CURB AND GUTTER, TYP. `' t CATCH BASIN DATE: T 10/06/2016 r ,.1, LANDSCAPE TRACT JAPONICA, t _ _ �__— �._ _ ,.— /-- x . � _ � > _ - STREET LIGHT REVISIONS -- -- _ PERIMETER DATE DESCRIPTION --i � STRAW WATTLE No. 7— 7.50 _ T- EROSION CONTROL _"_ PUE / - r, t �� —_ �` a STREET SECTIO 0 EE„,,,,, \ / /..,-, / i __ 263.1 v = - 10.19 _ _ CONSTRUCTION DOCUMENTS _ 3 -� 15.3' _ -rte -e - - - - _.. 262 260— - == - -,- - — -,- _ SETBACK SUMMARY _ 14.22'- I - 258 -.--.:-.:-.--...:_2__56.___,_ --L __ '-- FRONT SETBACK: 12' - C Ij l {_ ,. REAR SETBACK: 10' 1 I �; r 0.00' I ) ` 0.00' ;� �I ri COVERED PATIO: 5' IIIIllf E 11 f J BUILDING: I - GARAGE SETBACK: 20' m I 1 r ;j 1 1,096 SF 11 - t a ' II ii ,3 II 1 1 PORCH SETBACK 8' 206 207 208 I' SPLEX-K7A fr,_ 210 l 1 1 _ ._ I I UFF_X-K7A264.5 i II 1 211 * FIRE CODE SIDE SETBACK: 3' 0 205 '1 II ____TRACT L I ^ GFF-255.5 ^ 'I 1101 II ; 1i__. �, �� I 1 o I f FRONT li 1 1 GARAGE -I o - - _ _ _:i - - 1 _ _ LOT COVERAGE: ilk l —L - - _ - -� L_ 1 N ! / I _.7-..... - I I I I - -—L 11 ' — p _- ---- - 1 SIDEWALK I — —� I— �I L '6 00' LOT AREA: 1,096 SF 1– _ �� 1� , 20.1T 1 PUE RIVER l A - BUILDING FOOTPRINT: 563 SF TERRACE 3LLJ dill . �_ 4 ti. t�t+�t�1�_'rp”y ��pLS►�o.��..�� .11a s,.�A� ��6'► „� 7 ti -a \ / 15.3 Al— COVERED PORCH: 32 SF .i----- \--- 254.7 4 NORTHWEST O ` MiTIVINs CANTILEVER LIVING SPACE: 9 SF 0 -- ----"'"` ! . __------ —__ u, ' WATER METER ' in N COVERED PATIO: 0 SF _= v, +. M 1 M . fiM - i l �, i M M DECK AREA: 72 SF } __-- SANITARY LATERAL s 1 I I 1 is LOT 209 CY I gS _ - - - 32.00' TOTAL COVERAGE: 676 SF PLOT PLAN sib O _ — s -- SW BEACH PLUM TERRACE 61.7 % CA_ ; S - 7 stye \,- IS ,'- IMPERVIOUS AREA: 862 SF a h,ss ,PV / \ — -.- _ PLANT (1) STREET TREE: r, - _ — LE/ — CER ES ~ 2" CAL. HEDGE MAP , C —� ✓ _ --Th _ „.(---- ---, -----P________j ,(---/---\--,------i-7----4--7_ ----- --,-, CITY O F TI GARD - Approved k� PIa Hing RIVER TERRACE NORTHWEST (503 ( ) 2211920 it CI Date: c�9 2S 1 W60 PROJECT NO.: 395-037 Initials.. SCALE TYPE: CONSTRUCTION REVIEWED BY: PRE CO LOT 209 (R-12, ROW HOME) O ,O O ca RIVER TERRACE NORTHWEST a 1 INCH=20 FEET Z 13546 SW BEACH PLUM TERRACE 1 LEGEND: ss SANITARY SEWER pacific SD STORM DRAIN 1 Community Design PLANT STREET TREES: SW ROY ROGERS ROAD w WATER LINE 1zs64swMain Street 2" CAL. KATSURA TREE/ -= � ., U MANHOLE Tigard,oR 97223 �� , :'. -' /.,' r' '.:,`:., -/if -�" _i_�`�..- [T]503-941-9484 CERCIDIPHYLLUM r r..,, 10.00 �-FUTURE CURB AND GUTTER TYP. r JAPONICA, TYP. DATE: 10/06/2016 j `�:t, LANDSCAPE TRACT ----_.. __ , _ —= LIGHT t REVISIONS T¢.-.. = NO. DATE �L,-- ";��`, '../.. -.— _�' PERIMETER VI DESCRIPTION STREET LL STRAW WATTLE a - PUE ; ` '` _ _ -- y _ — \` J_ EROSION CONTROL i_ —;� STREET SECTION, SEE 263 1 " 10.19' _= _ -- — � _ __ -- X 262 7 l , — _ 0 CONSTRUCTION DOCUMENT --t= — — — — Imo, — — — � 15.3' - - - _ - - _ 262 — � _... _ _—___ r -------.7.----- --- __---_ n a �� n y n - .n x ,mannan z62 i6o—_— — _ — : -- — _-� — II SETBACK SUMMARY _ 14.22' —_- 258.. ———— ——— _ -� I4 C —— 256 t _ t' FRONT SETBACK: 12' _-_ I ' REAR SETBACK: 10' �; 0.00' ` 0.00' ;I .Iiiiii COVERED PATIO: 5' III a ._iiin___ E U—:'_ i .� 1,096 SF I`I,�_` r J GARAGE SETBACK: 20' I ' BUILDING: 10 1 PORCH SETBACK: 8 Q L , �I II i 1 _ • , .-:nnen en Iaoaew,nn,nwf,,it nexeea,e nen,:ron1�e nn ,,n, x,-.. 11 1 SPLEX-K7A 1 206 `^ 210 I�I { * FIRE CODE SIDE SETBACK: 3' 7--- I I TRACT L I UFF=264.5 R. 1 I I 211 t 1 io I i 0 205 1 I — --._ GFF=255.5 ' l o , 1 i l FRONT i t I a) r 1 I GARAGE 1 11. � i L �M le LOT COVERAGE: I '—_ f�)-LI --- -—I�-I-ilk ,I L I`I. _ u - I 1 I II E LOT AREA: 1,096 SF o - - — � - - — 6.00' tL -` I 20.17 PUE - — RIVER ., _ — — — —,"11 — _ BUILDING ZR1NT 63 SF(') — — --' —7 Ili COVERED RCH 32SF NORTHWEST o — _____._ f ' 254.7TdiAN.3' 54 CANTILEVER LIVING SPACE: 9 SF A � -- ' —_o v, --- -- --_cr � _ _ WATER METER COVERED PATIO: 0 SF 0. r . T M .► }� M M _ ,Th,M _ _ M . DECKAREA: __ - SANITARY LATERAL 72 SF N -... ... ,�� s LOT 209 o (3 ► TOTAL COVERAGE: 676 SF PLOT PLAN _ _ _ cis 32.00' s . -- __- soSW BEACH PLUM TERRACE J 61.7 % No / - IMPERVIOUS AREA N _ 862 SF h ' SS — ; to �, ', —` `�' — j� PLANT(1) STREET TREE: , ----- 2" CAL. HEDGE LE/ ER CAMPESTRE - YsitifLII± o I� _ CITY OF TIGARD 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Pla ningCP Q }''''� PROJECT NO.: 395-037 P 281 W6 Date. ( " /� TYPE: CONSTRUCTION REVIEWED BY- PRE Initials: � SCALE LOT 209 (R-12, ROW HOME) 10 20 RIVER TERRACE NORTHWEST 1 INCH=20 FEET O.Z 13546 SW BEACH PLUM TERRACE LI ' $'-7112' 1S-51/Y -0' 8'-3' S-1' S'1' 81-3' -0' S-1' 8'-3' -0' 15'-51@' 1-I 2I �' I I (3'.7 o r-31 , 11'-21iZ MI 11'-21R' . .... till 12 EMIL: 111111a.111 411M 52 Egg -.Lim imm Plikr10 IIIIIMIIII! 1"1 ,i® 1 IA iii a1 r•,....;�� ,11 rl�r.►: ..- _-=1.1---mi-A-, i11, .‘;:;:....`._ ' 1L 12 ' lir\ \_�Tl IC �� _ �� , .r �` 3 - a� -_ -Imo_. — - - .`moi\`fes L�� ■ !INV �I 1 ,,,.,� : \ (1 I\\__�-tc�l:I ,A'V= fi L ! II !-OpJW 0,9„,.4 ow D,zz„zwaits, i ._._..�•�� iNI ►.��,��, pWZUIiJOZZiyWZ as .:,, . _ T. ;-- :_ Nmri -�� c_ -� �'r �� _ — ' WQ'OpJ- JOO>O C> • J HQ ILQF-��U olipci i 2111124.11 !_ OpDpppZowwa1 w .- �V a1�WLLI-zi 11p111G1 � a ow •; . !SI 71111 11111111) 1... !)-1 ,■i- t [.� E'1111::111 . �I"" �� f,.1=511i ,l. O - pPAII N.a. . 111Lo : d 101111111 -, � _+� •It Z r4 UJCii ‘- Fr: :WC) : _ _IM. WAN\ Ilir it UM co— cr c cc uiN ©E,jr, 12:1 .. Mirrialik. Vo.�/, � L • .r�r- .. - it -- - .. IIII YI " I C AIL_ HINERVILL MI �!I 12.12 _ ca 1T-1° M I _ Rao now ( 1T-1' CO 1r=111? I I 1d'111 Z 1 N W 0 E t0o 3 7'-1' 10'-0' i ;' 9'-8' 4'-0' 4'-0' 9'-r : 41-0' 91-8' ; -0' 10'-0' 7'-1' N m, U o F ® CONFLKMS Iu QES113N On Pri 84'-2" Fes- a QX CONFORMS TO DESIGN CONCEPT 0o'2 15 E CONFORMS TO DESIGN CONCEPT WITH WEEP CONFORMS TO DESIGN CONCEPT WITH J J REVISIONS AS SHOWN ❑ W Q w REVISIONS NOTED to ❑ NON-CONFORMING - REVISE AND RESUBMIT ❑ NON-CONFORMING–REVISE&RESUBMIT I j > V ° > g a es THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL. CONFORMANCE X W Z 0 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 10 W O re ea FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 0 I' W DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 0 _ CO U F- a2 OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. U) CO w By: Arnold R. Solomon Date: July 12, 2016 By David R Burnett Date 7/12/16 o J v 0 c cc W 'C CT ENGINEERING INC MILBRANDT ARCHITECTS ja 0w cc Zi a ( PATIO GONPITION ) CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN 005G.STEPS CONC.STEPS CONC.STEPS CONC.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING MIN Mal ill =NI FOR PLUMBING - I— _I' -"� - - - - - , 5)PROVIDE PROPER SUPPORT AT ALL '-E 11111011 1=:..�,� 0-1a101• 11--111 Ile.�\�l:u: .�•i��"'-- iii=ii iiiillii�i'�=:am i===:i��Ull IiRi.� e'r-:;,moi �ie;::it�i�ll il�i�i�•� i_.�____ �_,�; i- SHEARWALLS I Ii I__ _,,, THIS/5 A PLACEMENT PLAN ONLY NIP ! This layout is to be used in con junction with ' 1! 1 I Ii 1 'I Architectural/Structural plans.Verify all ' ' II' ' I j I shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING 'Uf Ghsser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. DESIGN NOTES: THIS FLOOR SYSTEM WAS --- -----_------ DESIGNED TO MEET OR • 1EXCEED THE LIVE LOAD ( PECK CONDITIONJ DEFLECTION CRITERIA OFL/480 FLOOR LOAD/NG: 40psf LIVE LOAD 9-1/2 RFPI-20 @ 16"0.C. M-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-20 0 16"O.G. 9-1/2 RFPI-20 0 16"0.C. 9-1/2 RFPI-20 0 16"0.0. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE JSTTART FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/NG AREAS: - _R, I R1 - R, / 3Opsf LIVE LOAD ��1 _ _ R t 1 2psf DEAD LOAD !B —._. ,�1Wi,E��Ni+��iaaaiaaaaa'—ia xe-��•,: _ .__ _._. -t \ ,_ ! ( li 11 ! I ! I , I I I I I ( ROOF LOADING: R1 ¢ 11 II .}I yi yI I I } , IL_ .yI iI �--t R 25 Sf LIVE LOAD 12 �^ •I '; 1 i i i 1 I F • Ori f 1 F 4 t 1 r t t fi 1-4-..-,JL,11 I 1 TPSf DEAD LOAD �� i' I ° I 11 I ! ill II 1 11 II '6- 6.1 �� .k H. -1 �9 .. - .t9 I ll ;) 1 I 1110 I. ' j li -�3 u6 - 4 - 13 .3 - -� 4 II Si 11 i 7, I I I I -^ -0 I 1 it "n N a " -11 .I ' HD-9 II T-'—..H �'�' JF N HDRa ! i r L. rolw.ewW�aeu1 . a.m ii 1 111 I I ,:=‘,,,,.„.,,.!"W"•" I 1 -_-=11 II I. _ !:_ �I {__ , .,- t _• -- ..j ° •w - `11 - vv ' I _ _ �__.:.. ,IE, i . 0)W Rt il -..! Fl I 11 1, 1 I JT . .{ �� -Jr ai IT �1 J� -I .�, •1' 1 Jfr I ,IT .�i JO �i J�f Hi', JjI Pi ! -I-i'1Y HD�1 iL R Ri A 1 '�/ .Wwu m> R2 I II I i I j ,, 1 1 1 I h 2 z= fW 1 II 11 l jI If I d� \, u�i l i lI I II II Pi ►:�1% in�p�z ii I I �,-_ ,s I ! i 1 . .,4: L� - _ I• I I 1 11 I I I ��'rn3 b... E II 11 , • R, I I m �� vi' I li i' R1 R' 1 1 Il II I I R1 R1 i i I R1 R1 Il I 1 1 Rl ; I I II III 1 e �- mu,w - Nii..wn °� II �b �" il l• R1 1 Il I R1 Ri t 1 R1 R1 'I I1 i :723",±237;="4.,� lu"pv,a III I it I I I I I - ' it I II i I ! it RPPI BLOGKPIG PANELS NRH BEARNG FEALL ABOVE II I II II I I 11 II I II I I I Ij I 15. R2 N ' 11 II I ' I I II 1 II I R2 ' •I I 11 11 1i I 1 I I I I II I h I II 1 I 1' q , J5 11 I 1T Jp J4 b I '.—- .. . _�_ n :I__ ,)DRB, �s 4 4, 4 Jo _6 D II il! I II 3 I i11 II I I I I i 3 3 1 I I i 1 I 1 -'� PRe --- III .. "" Il I I 11 \i BELonrorosrABOYE �I I 1 a 11TF 1�h ! i 1 BB R�Rc°F5L°°K5 1 II' I 1 Ii I I I 1 I I I I I ( � I,5l I: 'I 1 sT �4 lir_ l i I ,I �5 III p I • a LB E- J3 _ a� .� i3 j, Ja Jb , ab I 1 B; j 4 a3 n II i n �i � �, BT h� la' I I a� B It 1 Er si I BT�l.v I I aI d �,t °tl 0 B �� 11 11 I V 1 1 I 1I a n L q R2 1 ( lI ,�2 �� ii 1 1 I I II I' "� I..'i I II 1 ?I II , 11.ft2 ` '1 11 It I 1 II •1 1 Ii .I ( 1 ' i t - 'uf ,, 1.1 r , I 1 i I "� I I ;Il E 1_.. _ 1._ JIJ I'-.,,� I HD:3I I I HCR3 I I JL JL p•. I HD 3 11 � f y D R2 _ _- H2 ;-- ... B - "1""' R1- ""t "f .. itl n - "1"";" - TTTj - POST LOAD TRANSFER DETAIL "� 1 I, R R2 ,' •I42 i_ -1- 1 ( -.u1 a L ,-. I L "---1 ti .. Imo' �._. H 2 —481i!1:111 I 11 , R2 11 1----.-:__1 4:,.53:':,..A,:i _1y!'+• BB— 83 Ba `"::::'I I-:-.l3B NiS. €/ hf2 d IMPORTANT./ ❑X CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT REFERENCE INSTALLATION I ...FOLLOWING MATERIAL UST COVERS EITHER CONDITION•.• I ❑CONFORMS TO DESIGN CONCEPT WITH 0 CONFORMS TO DESIGN CONCEPT WITH GUIDE FOR ALL FRAMING PL 1 6-29 7(MAIN) ac»206-2lot REVISIONS NOTED REVISIONS AS SHOWN DETAILS AND I-JOIST INFORMATION POLYGON ENGLISH REVVALS-PLE$B-tat 5-78810 NON-CONFORMING-REVISE&RESUBMIT Mrk a Material nNth Depth 6.66 ay GutLN Tot Lth ❑ NON-CONFORMING-REVISE AND RESUBMIT R I 1.15 LVL ,m 1 9/4 1.5E ?MIS SHOP DRAWING H45 BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SWOP QA4 OE HAS BEEN REVIEWED FDP GENERAL CONFOANANC' R2 090 Rim t 16 112 WITH DESIGN CONCEPT ONLY AND DOES MOT RELINE THE KITH'!E DESIGN CONCEPT ONY AND ROES LET SE.IE/E THE B4O BEAM 5 1/2 214 16 FPDGCATORAENDOR OF RES O J IBNJ Y FOR CONFORMANCE WITH DESIGN PABA CATIRIV1ISDP OF RESPONSIBILITY FCA ICNAOABANDE WITH THE LEGEND: �R 685.8885.1-.24F-Y42A2C 1/4 1 Pb2400 14 DRAWINGS SPECIFICATIONS.AND APFLICABIE CODES ALL OF WHICH to VE is A a /2 Pb2900 12PRIORITY OVER Da idSHOPR BurnDRAWING OVER N IS SINS RANDO SPECIFICATIONS ALL OF MMIC"LAVE PRIORITY Pac�f }l �� 9 B 9 Cascade 5124E-V4 9 1/2 9 102 B, RIaNLemLYL 9,4 „2 ,5E 42JOIST LAYOUT �-� 52 RlaaLamLYL B OVER THIS srrF oAArvING (H j-=HANGERGALLOUT BB q 2 isE q 2 4O MAIN FLOOR ey-__DavidRBurnett Date 7/5(16_. �-� B4 a"�„YL 2 1/2 �5E ,2 ,12 SCALE: 1/4”=1'—O" MILBRANDT ARCHITECTS BY Arnold A Solomon Sate.July I.2016 . ® -SUPPORTINGPOST B5 5.BEAM 9 1/2 2.1E 2 CT ENGINEERING INC COMPANY e6 B BEAM 2 2.,E 2 <a & TRUSS ® -POST LOAD ABOVE J51 BG6 1.7 9 '/2 ?.5E ? 15 14 5 5B ROSEBURG FRAMING SYSTEM' 10515 5W ALLEN BLVD BEAVERTON,OREGON 9'!005 (503)858-9663 5096 1.759 LVL 2 963 R -RIMBOARD u� - 2 45 RPPI-20 5/4 LB -LVL BLOCKING .19 1/2 qualiryengineered Wood products for todav'sbuilder•" ▪° 9� 10 20 PACIFIC LUMBER COPYRIGHT 2018 PLAN: ENGLISH REVIVAL 5-PLEX E-7(A)K-1(A) (LOTS 206-210) .JB =JOIST BLOCKING -16 ▪0 2 16 52 RIGIDLAM"LVL RIGIDRIM CUSTOMER: POLYGON -0 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. J =JOIST GALLOUT ° 26 q6 The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber PLAN DATED: 6/28/1 6 RPPI-20 ROSEBURG FOREST PRODUCTS RN14E>NMo FOREST PRODUCTS 1/22 12 60 company which retains copyrights to.and ownership of the plans.Use of these plans by any other 8 -BEAM(FLUSH w/JOIST) " RPP,-2 5/4product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or _ DESIGNER: /44M/L.HENDERSON DATE: 6/30/1 6 HDR =HEADER(BEAM BELOW JOIST) AccassoM06 -or-1,9.5 copying of hese plans,infringes rights under the Copyright Act.Infringes face liabilities that Include RFPI JOIST H2 NUCE,.5,/qpenalties of(up to$20,000 per wort infringed,and$100,000 per work infringed willfully. BBO-BEAM BY OTHERS H5 ,«,410 10 R'cursLWOPowxroRwRcls PL 1 6-2 9 1 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE START FRAMING HERE ; START FRAMING HERE START FRAMING HERE START FRAMING HERE 0 0 0 0 0 IBM40 IBM6 �BM6 �BM6� �BM4O� alii II ;d7ld �_ -- RM1 II .IML ,- �� I _ 6K li� II I OA) �- ` 91� RM111 cr-�IT17-c - -° IRM1 _ __. , _ _,,_ , „. •___,...._ , o { _ m to m m Q II II ; II o Q 'L. m rp m m m m o o II u pNI121 M_ - 8 81 IIE1!__® ! 15 � II4 4 12-1016 - I IE 13I -00 ? o In N IgingwAW sitMi;.lmo• ” HI n e n o I III' 13-01-000 92 14 F05 2I l 1 F05 —} II I , i .. 1 _ , I C?) 1 * t •, 0-, 0 : . " iI ! O A _` It VIII IIii \ 1 h , imi® nlL I II (g) n I MAP - 111 ir „ e,„ l _ R 1 _ M _ a-e \ a -1p� l�:e` 0 , t•I 1"-i1N, ,... - _ • I �r ti,. 11 — m I q LJ' .IIS RM1 CC 04 2 1 �..Ij.. '� 1f cl>�i• OL Fill Fl 1111 Il E —1-1 {— .:I. IIIII 11 II� ' I /III 1BM2!_Ii I I 'i ti--IBM2I IBM2, j + 1 0 11. F, 1 Isg) F, RM O c O m , ( 11 -12 - z I gliLIJ LU x , flit A ,m 11=1.111111111.— i L. 1 , , 0 ��I oTRIM A I2 all• RM1 BM24 Ill J ��u �� BM24 m �, 1-o3�p0 .BM24 '' 11A wad SZ 1 I—J re I 1I M1I \ - RM1 N 0 Mil J 21 _ -2 IRM1i O ® CONFORMS TO DESIGN CONCEPT 0 ❑X CONFORMS TO DESIGN CONCEPT w cgire u g w ❑ CONFORMS TO DESIGN CONCEPT WITH o ri CONFORMS TO DESIGN CONCEPT WITH h o y o Oa O a REVISIONS NOTED y O REVISIONS AS SHOWN K re a 3 0 NON-CONFORMING-REVISE&RESUBMIT 4 3 a z ❑ NON-CONFORMING-REVISE AND RESUBMIT o 0 :- = THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _ 0 I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE co WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE co to WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN N FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE w 1D DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OYER THIS SHOP DRAWING. By David R Burnett__.._._ Date 7/5/16 By. Arnold R.Solomon Date:July i.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 RM1 37-00-00 1-3/4 X 20 LVL 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 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 � L-.t BK112-00-00 1-3/4 X 20 LVL 1 3 FLOOR LOADING' Pa f umber BK1 11-00-00 1-314 X 20 LVL 1 5 PL16-297 UPPER BK1=BLOCKING 40 LL BM40 11-00-00 1-3/4 X 20 LVL 2 4 RM1=RIM BOARD 15DL r CC COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 3 & TRUSS RM1 10-00-00 1-3/4 X 20 LVL 1 7 6/29/2016 REFER TO STRUCTURAL PLAN FOR • ADDITIONAL POST TRANSFER BM6 10-00-00 1-3/4 X 20 LVL 2 6 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 BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-3/4 X 20 LVL 1 5 ACCESSORIES Q--y — I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I ►1 �'— — '—�—'J RM1 4-00-00 1-3/4 X 20 LVL 1 3 l�l I—`' I'� I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I BM24 4-00-00 1-3/4 X 20 LVL 2 6 �� RM1 3-00-00 1-3/4 X 20 LVL 1 3 O HIT420 86 RM, 2-00-00 1-3/4 X 20 LVL 1 21 SHEET 2 OF 2 _ RM1 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 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist.