Loading...
Plans (289) r MST2017-00304 13093 SW 169TH, LOT 34 M5T2017-00305 13085 SW 169T", LOT 35 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS MST2017 00307 13073 SW 169TH, LOT 36 MST2017-00308 13067 SW 169TH, LOT 37 MST2017-00309 13059 SW 169T", LOT 38 Ili START FRAMING HERE START FRAMING HEREiiii START FRAMING HERE START FRAMING HERE START FRAMING HERE 0 0 0 0 IBM3OI f BM6� IBM6I BM6I IBM30 �H °= 1 T�v s v N-1',RM1 _} RM1 II er= K1 �r RM1 M11 o RT---?-7f,--7- II RM1 RM1 II v T I� RM111,, A glTi.l_� II zu - .FNB•-- - E� _ _ - •-rr a--H6=.:= _-`'4`_="-. di - --.. _a-_°= =a=41--,- - 0 0 1-0--,-1 - - -*'_' M I {10.. : _ 11� -sr II IIS 1 8 , r II2 , - 2 Es.li m10 @12-10-15 II m m)I 12- a-15f) II m ! 2-10-15 m c 4I A 13 -00 tii 3 `, :n n W a A ® e I u n n b n HI.., 1?, } } i n ; HI w et n. n LL 'g III ' 13-0 -00® 4 le 71•1111^IMITIMIWThIll' I ° I . I . '4(11 1:11P ai I 'TIE I I1 r \ I; F13 II ' IF 1 1— 1 1bab it , I r ' 11 ilff11 (f 1� II II [RMi moi' II © n I © , it �I �� 1�RM1 I LJ�1 1_ L____! ro I I L—I IRM1 m i Ii m6 1 m �. -- _ , RM1 :44111 re1111111111111111111111111 I Ist m I A A Im m I A I 1=► _ a1 I) — Iii I —1 a IIF -C- - d11 III. b I- 111 " III III 1 BM2�_� fil 5 IUl �BM2� �BM2� I El 1 F' U LJ I LJ I 2 1 ,III RM1 A ,,.., ° A - - A - a Z 16 e li r h 1 3 i Y i i I A W IY l d I e w 6 2 ff 2 I I ff d a w w ! 1 j w I o - E $ I z ' a IRM11 idRM1 003-00 IBM5I 5 - �� L ,, IPYZ! 1-03-00 1-0 Ne BM24 ,� RM1 bi J�RM1j O m I �RM1� 4� \ iz RM1�--"--- rc RM1 K �, RM1 �� RM1I �� 0 ii i > r H- H- H- rg re It ® CONFORMS TO DESIGN CONCEPT a 0 a 0 a 0 a 0 o CONFORMS TO DESIGN CONCEPT WITH w o o H o 0 REVISIONS AS SHOWN re u- re LL re LL re LL ❑ NON-CONFORMING-REVISE AND RESUBMIT - o I- o a o _ o THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFIIMANCE h co N W WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 'ep ®CONFORMS TO DESIGN CONCEPT - FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE RICO THE ®roNroRCONFORMSsrooCONCEPTsG"ro"ae.wnR COEo DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 0 C N OYER THIS SHOP DRAWING. 0 NON CONFORMING_REVISF IL RESUBMIT By: Arnold R.Solomon Date:,tune 2.2OIT CT ENGINEERING INC awh ar Alema o= N]N - _\ MILBRANDT ARCHITECTS + 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 1-3/4X20LVL 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 ENGLISH REVIVAL 5-PLEX E-6 A &K-6 A ERT AREA 3 LOTS 34-38 I ALL BEAMS AND CONNECTORS PER ENGINEER I I BM7 14-00-00 1-314 X 20 LVL 2 2 � � � � BM23 14-00-00 1-3/4 X 20 LVL 2 4 BK1 12-00-00 1-3/4X20 LVL 1 3 BK1=BLOCKING FLOOR LOADING' Pa�� �;., umber PL17-177 UPPER RM1=RIM BOARD 40 LL BK1 11-00-00 1-3I4 X 20 LVL 1 5 150E COMPANY BM30 11-00-00 1-3/4 X20 LVL 2 4 BK1 10-00-00 1-3/4 X 20 LVL 1 3 5/23/2017 REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. ---- - - RM6 000 1-3/4 X 20 LVL 2 6 RM17-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I BM2 5-00.00 1-3/4 X 20 LVL 1 1 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. .1 11— --,1 BM21 5-00.00 1-3/4 X 20 LVL 1 1 ACCESSORIES QTY II�—�—`�� `'II BM3 5-00-00 1-3/4 X 20 LVL 2 2 I _-�I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I ==� BM4 5-00-00 1-3/4 X 20 LVL 2 18 BM2 4-00-00 1-3/4 X 20 LVL 1 4A HIT420 86 SHEET 2 OF 2 BM4 4-00-00 1-3/4 X 20 LVL 1 1 RM1 4-00-00 1-3/4 X 20 LVL 1 3 - - 1-3/4 x 20 LVL BLOCKING 70' - BM24 4-00.00 1-3/4 X 20 LVL 2 4 DO NOT: BM5 4-00-00 1-3/4 X 20 LVL 2 2 Loosen, remove,cut or notch RM1 3-00-00 1-3/4X20 LVL 1 a © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open webJ01St. RM1 2-00-00 1-3/4 X 20 LVL 1 20 RM1 1-00-00 1-3/4 X 20 LVL 1 6 PACIFIC LUMBER COPYRIGHT 2017 ROSEBURG FRAMING SYSTEM'" ,:-.0--7--:.=== i qualify engineered wood products for todav's builder" ""'-"Nrv.:"" :'-':Mir' II / These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 201 1. es,.,,,,,„„ The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI LAM-LV L RI GI DRI MA soup BLOCK A C -o,� // rows vRo"weave Company.which retains c0 ri hts to,and ownershl of the lans.Use of these lane b an other ,._,...,a,:. ro BE+R'r�Be�orv. Py 9 P P P y y .7.7. �.-., �;sr.;Ti IAsx"act' product supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or ,I'�,.....�„�.. ` II/ rER aerAu.,e."+rcx tP P yreosseuee sorrsrr PROoucrs rtosEauxe FOREST reoDucrs G --- , BEAa;wn"en OF BLOCKS copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. � '',.. .-.5...„ III� BeorvroroBrABoei '" RFPI-JOIsr 1106F11.420 FOREST MOOT&S-- ' � .-"„ / SII CONTRACTOR NOTES: GE5/6N NOTES: ,...t., 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ^ pf:' v//,,,,.,,,,�,x, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .-.�„�..,�,,.r FliFT.x.. EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFP(uLOGKNG PANELS KITH BEARING NALL ABOVE POST LOAD TRANSFER DETAILOFL/450 (UNLE55 NOTED OTHERWISE) N.T.S. N.T e, I 4) WHEN GUTTING FOR PLUMBING FLOOR LORD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD 5LEEP/N6 AREAS: TH15/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 els"O.G. 9-1/2 RFPI-20 e 15"O.G. 9-1/2 RFPI-20 @ 15"0.C. 9-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-20 e 16"O.G. Shear wall blocking placement and connectors ROOFLOAD/N6: Purchaser responsible for approving this 25p5f LIVE LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE /STTART FRAMING HERE ayout prior to any construction. 11psf DEAD LOAD R1 \ R1 \ R1 R1 R1 t n t r , --. -- ', t n 3 k v t e a 1' r RI (: t I. n .� , V mac: R1 �; rI I ® CONFORMS TO DESIGN CONCEPT �, CONFORMS TO DESIGN CONCEPT WITH • REVISIONS AS SHOWN R1 T .3 JB .7 JB .3 J! 3 .3 .9 _3 _3 3 - ! ! _! 9 _8 R1 ❑ NON-CONFORMING-REVISE AND RESUBMIT I WITH THEPDESIGNNG HAS C NCPTEEN ONLY PLAIEWED FOR D DO S N TEAELAL IEVEDT CONFORMANCE ii 1' 11 •I '' •' •' 0 E E D H `II ; ;11 FPBAICATOAIVENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE 51 I ; ! 3 11 y,.,_u -.: -A •,. • -.t l '.3 ,1 9r n .e_ •1 . t / Si OVERTHISDAAWINGECIFICATIDNS ALL OF WHICH HAVE PRIORITY ' ----- -- - 1 - ---! -Amor --y--€('-- �}-__ Arnold R.Sol000n Date:June 2,2017 S W R1 asci -...e _... -.. _/. __j;._ r By: m> JT _r r r _r _r _r Jr " 1 I. Si Z= CT ENGINEERING INC W R2I' R2 10 f-J i I 5N Q� 4�m co Q�, M i/m 3 IN CONR.M3 TO DESIGN COMM, ❑Me-,0.=.5:516563555I5 m H 1¢ - m N ❑501160655131116-3361535 E3:vaMa .1=1 e1'- 21 R1 r R1 R1 R1 Si R• ; xrE 40 J6 j RI 51 ci R1 RI Rt RI R1 R1 I - E30 Ww ea. e+. mh MISBRAND! ARCHITECTS R2 C R2 i; n -I I JB�, Y _.r Bt „3 ^JBL �- { , { .! _b .fa .b .5 _S b11 I OR� • '•R- DRj �i RS. JT P H I D; I 3 I 111 I QH3 _�Ba I II lIT III I 1 II ] 1!p I r b 1T.93 Ia5 p J,�9 .3 .3 _3 _3 �TI; f5 J9J9 .0 Jg J2 Ja i 3T ah a l e1 x ai I . B By (3T 6'IR2 .2 ! 1 I I R2 -- R2 ' J> I ` k.-Ii -.-.�.i { ' �q „AlL J.L J4-F .._ 11 i HI:13 _ 'Re _ I' .l. -In IFIL JL' HD',3- (. " ..:R2 R2 .. i___1' d-I $� - �_� IJ P .:.-R.I �11iiI�I�IiiI� I '-c--) � . . -_I_I I �,R1 - _ -2 i �:�y R2 BS B5 I 1 LA-c.:15,5,--=--ems �' 3 bt d IZ li+ PL 1 1-117(MAIN) ERT AREA 3 LOTS 34-3a POLYGON EN6LI5H REVIVAL 5-P LEX E-6(A)K-6(A) Mrk s Materiel Width Depth Grade Qty Gut Lth Tot Lth Ri 1.15 LVL Rim 1 3/4 9 1/2 1.5E 39 20 160 R2 05B Rim 1 9 1/2 6 16 96 IMPORTANT/ BIG BEAM 5 1/2 11 1/8 2.1E 4 16 64 HDR2 Cascade 5.L 24F-V4 5 1/2 10 1/2 Fb-2400 2 14 28 REFERENCE INSTALLATION HDR3 Cascade 5.L 24F-V4 3 1/2 10 1/2 Fb-2400 9 12 105 GUIDE FOR ALL FRAMING B1 gig Idi-am LVL 1 3/4 1/2 1.5E 3 4 12 62 RigidLam LVL 1 3/4 1/2 1.5E 4 2 8 DETAILS AND I-JOIST INFORMATION 53 RigidLam LVL 1 3/4 1/2 1.5E 5 10 50 54 BIG BEAM 3 1/2 _ 1/2 2.1E 2 6 12 55 RigidLam LVL 1 3/4 1/2 1.5E 3 10 30 135 BIG BEAM 3 1/2 1/2 2.1E 10 4 40 MAIN FLOOR JOIST LAYOUT LEGEND: 61 BIG BEAM 5 1/2 1/2 2.1E 22 14 305 B8 BIG BEAM 3 1/2 1/2 2.1E 2 ib 32ac' umber 0._.HANGER GALLOUT B9 BIG BEAM 5 1/2 1/2 2.1E 2 12 24 SCALE: 1/4'- 1'-O" JB1 BLKG 1.15 LVL 3/4 1/2 1.5E 118 3 354 ® J1 RFPI-20 3/4 1/2 9 18 162 SUPPORTING POST J2 RFPI-20 3/4 1/2 11 8 88 & TRUSS C O M P A N Y ® -POST LOAD ABOVE J5 RFPI-20 3/4 1/2 36 14 504 J4 RFPI-20 3/4- 1/2 2 10 20 R -RIMBOARD J5 RFPI-20 3/4 1/2 2 15 32 10515 514 ALLEN BLVD BEAVERTON,OREGON 91005 (503)850-9663 J6 RFPI-20 3/4 1/2 14 25 392 LB -LVL BLOCKING J1 RFPI-20 3/4 1/2 26 26 bib PLAN: ENGLISH REVIVAL 5-PLEX E-6(A)K-6(A) LOTS 34-38 JB -JOIST BLOCKING J8 RFPI-20 3/4 1/2 10 4 40 J9 RFPI-20 3/4 v2 s 12 6o CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 5/12/1/ Accessories B -BEAM(FLUSH w/JOIST) HI TH01/950-or-ITT9.5 43 DESIGNER: KAM/L.HENDERSON DATE: 5/23/1"! HDR -HEADER(BEAM BELOW JOIST) H2 HUC01.8 1/9 4 H3 Hua 10 10 5E30-BEAM BY OTHERS PL 1 1- 1 11 (MAIN) SHEET: 1 of 2 84'-2" 3'-71I - 15'-511? t551721,-- ' 13' 7 112" ,. 1 9'-8" 9' 8" . 9'-8, " I I g cliak Z.4 2C001 2000# 11.-2 1/2. :3 1/20 .-3 112" . 11-2 1/2 . --DRAG DRAG 2000# & ,., saillilir ; 'ON., yo.....q. o......, G ,...... r 0. 0 0 I Ca'i i i I 4 1 . i 1 , 1..IX2,1 1 4.--3 I1 " RA ammo ,_ ,,_„,„_ __1 -07-1 ....... Ili-- = MR If I _ I 1 _ _ iii 1 ce.i2 Si 1 _ / f.., xr = ' 9!) tlk I '=I 0') @ = I iR rt)' ,-- IR o u) • I I li ill i . . . . 11•WAINg 5:11 4 : 12 1 ,...0 ii \ ril us o, iiielli‘..„crAt 1 *NMI-- -ii111. 11 ;43C,111111111111111111111111111111.111T 1 ' 12 I 1 I I 4 ' .t.:1 8 kieletk AV/INTAliiellikan d, 1-2' `• -7,,,,„Iiliktek.'7Ern-'"'litti...**111.14V""iN.12.4--NIII_M.yps,^144414.4.. I I /,:_,' 1111W.14-111111-Ak.14L--'k.1--.11_477,,1--!,-- !It---7--'. '4''1-1:11111-411"7"SL- 1 II * 1'E2 I / . - P--- .------ . _. .1-11 lamps. 1.-2,4hipsiiwr .,,,,.. - 1,-- • -11t4 -kiwi ti ' , i- 11. ! 1'1-1 . - 4 , 'I t,.::,? IMILLUI f4JI.16L kihNiNII , 9 : 2 I i9 12 , 1 , . 9 , 1G !! 1 . I -MI ‘tilitalliell11_9 i ,Iiii = '1. NI. \ 0, I 1 laRe A %In ALZ.111)04d i \ U4;16 ' 1 . --- w g 421,4 1111:11.. g 774:11:611111:17: 71:I.:, _II l' ..I tan. ....I° I Mbill117.4ieS4111 : / . 0 F.: ...64 / 'T."; lilatt,..1"4!, \Nr, „till 1 IlMalittf741 Erzri'1,--- 1 1 f !I 9 : .... 1 8 1,,tr\Nthil. IlL 4 ._, ink. 141 _- am 04 'et _ a 741.114 : - - 1 irT rt-. ar III" i I :3 0 lig; bk. ...\ i‘_..krwx. ii• : 1 , = . i c_i_9--- l . , \ \ = i )., I T.7 I I I 1 1 I I IM -117111 - molimunk * "."----'i - •Qs*, .. Ilft . ‘47r,fl'IHOL:7- , ---Ili - i 44- i IgIt°^"' : Lk --1.-j'1::'"'"' -* • 111 s kt ak*.-. `,* a ' ' _ t 111/1114 '''''.% .0, 4. / : ii___ .... (tt .... - • , 1 . 1 ill ' 1 11 I \ \ 1 off..',, 0 7, i , 's----- ..... t r , 1 '' -a*--- ---"Cera / 1 '.1 ":. It/ 11 .• -, ..,.. til . ... • / 4 _ 4 rFlr / , 3 Ill'M ' 1 p \ \ 1 5. i'l ,151J''. 14 ita. 40 _ It 4 =a *"......,coN : F.8. EI c. iij bl7E p 9 1.."... 1/ ZW6i11: :1,8::zil *a*,oc roil ,ti3O HU4:26 :* ' 11.411!\- ' '‘t,"" \re' ill Ihlooll 11! I LC, iii c4T-c..4 1\1' fikrire0:1,110.111P1 12 1 3... 111W ' le 1 11 c as (r) se II E ii , a- I 1 i mt!! ! ' ..., , . , ......, 11 ...,„; ii , 1 , I • 0 --, . I I: a - .11 1 1 \ e.,1 Irad . s ;14 .l ._._. . ly------- 711411, ...... 0., ...... ..„,_. ., . _,„....„__ ‘.... ._ ,.... 1 .„, „-- „.".... I 4 ' ,„,kr. k ll ' ' is AdirAir 12- I A a / 2 ifiwairFoppr 31 C7) (73 7.6 = 1 , /ri/,`4' 7 ' 0 rillrerWil• 3/3 414 34.1 U. 1-/ ,-' AwA4r01- 1/44-AA.AA:vi.''4914...4.0,4 ill 11116, 1 , i s 1 II it 1 11114:4:_16''1'0 1 Illhk. •?CI __ , me• •1 Aviv ., - _ II/ \ - IC/ F 3i wEi I) MC 1 ii.., 1116 : A 1 ‘ /, /On I I rt,'''' _ ..;1 10 A I CI_ ' •2= i 7 .164.1 ii, if 411,111hirAilk I 1111111&-e':II: Int /111 1 At ' ;Mr (I:'li :1::",': .41-4:116- likror .1 ,9 : 1 I'D il e ily •. i ,,,--1.1t„ 17,-11M- 1.4.ili V,4110' ' II . IOW . 1 ..i ra 2 -12 rif. .' .5'4 12-. ' - . 1 o s 4 :3..1. r !Aor- 4 -,1q.,. 1 nay - t:t - - II ____• , ,,, ,„ -irt:;10 icAgri Urrift!"wilmle, - -- -- - -- 11111& ,..' .iiimimo z'-,;‘-i4 ih c t ,__.,„ • _ C 1114341'; .it$ RA, . .3 t'33 I ...4:::13.. 14:2- ' mdr --1.---- iF. ' . _. _ .. IF.EL. , nArTill/AWI'All4.rni -t ...:_.......... mommi.ws .- - A 0 0 .,- - , Al •12 HIGHER WALL II 12 . 2 1 III 4 'I*-1"-- - - 1 - ., - --- ,.... - 4=- Lu Q 03 I'''' ..---, ....;. CL omG 9. 844 DRAG DFtAG -tail i 1fr I I Z CONFORMS TO DESIGN CONCEPT- ifY-1117 - 9'-81. .,... .... El CONFORMS TO DtSIGN CrJC.ilif WITI., ' O'-O" 2' 0" , ......2. , n 4-0 9'-8" 1.12.17 10;-OR i T 'I" ,-, REVISIONS AS SIOWN - - __ 0 CONFORMS TO DESIGN CONCEPT 4,1 Z gl) 2a I 0 NON-CONFORMING-REVISE AND RESUBMIT r-i CONFORMS TO DESIGN CONCEPT WITH ' 1.-- 4: CX E-) THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1--' REVISIONS NOTED 0 > illI-- 44 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 I nil 0 NON-CONFORMING-REVISE&RESUBMIT I --S > FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE Et ' w < ..'" Z < DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY THIS SHOP DRAWING FIRS BEEN REVIEWED FOR GENERAL CONFORMANCE _ ... 1:1") OVER THIS SHOP DRAWING. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0 w/- . ,..12 T - ''' '::: Y.,. IT e1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS AND APPUCABLE By: Arnold R. Solomon Date: June 2. 2017 PRIORITY OVCODES,ALL OF WHICH HAVE > ER THIS SHOP DRAWING CT ENGINEERING INC By Alexia Date 6/2/17 'ciS1 0 `i--. rX Z !‘'`. < < ,.., MILBRANDT ARCHITECTS 8 C-0/: Lid