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Plans (28) At 57-),61c- -60oC..3 1 31-/// 51ci Ar4116, c/cel- 11 1 1 1. 1 I ' ; LEGEND: ' I �� I I I s I ;�_ Pacific J 1 __ —SS SANITARY SEWERCom` –� ( I_; - I —SD STORM DRAIN Desi 11ttt1it� ' ( I I w Design I i L i 4 WATER LINE 12564 SW Min street © • MANHOLE Tigard,OR 97223 CITY OF TIGARD j I 1 I �/ I I ■ CATCH BASIN IT)503-942-9484 I �\ 241.3 Approved Y Pia Hing -243.2 -i DATE: 1/11/2015 STREET LIGHT REVISIONS Date: Jq J/ , — — — — — 48 — — — — — 1 STRAW WATTLE PERIMETER No. DATE DESCRIPTION f / `E� � EROSION CONTROL 11 Initials: 2-sli 13.77' ,� I N I STREET SECTION, SEE `a 0 CONSTRUCTION DOCUMENTS I 1 25.00' I i •s �1 � — , �� r— — � I — r— — — ! — FEB , ., _ , _ 20 1 1 l ( I 1 I SETBACK SUMMARY t ` I , 1 ; r---- ----J- i I a 2.. . �\ I I ; 11 ( � `– I ––– FRONT SETBACK: 12' —� 1 1 J BUILDING: 5BR 1 1 1 SIDE SETBACK: 3' FF=244.0I ; I 1 STREET SIDE SETBACK: 8' / in- 70 I ' I i REAR SETBACK: 3' I i ; 4,320 SF I ; PORCH SETBACK: 8' i I 71 , 1 , . .. . . ._. i P11 1 IP 69 � 1 � Q i i10 1I ; Ii 0 3.00' i 1 , 4.00' E cs, t,co \\\I 1�--� ----� ; GARAGE .� L+ 1I 1 1 LOT COVERAGE: \ Is ---- ---- j1 1 I i6.00' I i LOT AREA: 4,320 SFa ; + /a/\\ 1 ; PORCH 1 f o _A 1 RIVER ' �� 1 Lo __ ❑ of – PUE I - J BUILDING FOOTPRINT: 1,800 SF �_ 1 �� �� 18.00' 20.00' �.— _ J TERRACE , lit t ip,r 241.1 �1 — r - - - - W1���' �!� 1 lye / i COVERED PORCH: 166 SF �� NORTHWEST 12.60' 1 ?, 48_0 - —40.0 — — — 0 cm 3 —/ 1 \ – 242.6 _ / — CANTILEVER LIVING SPACE: 43 SF \ i v –� ) 4 6A1111111111.‘ �� COVERED PATIO: 0 SF OOS - \ —�" -moi / �` \\ I l,' .`/ I .�I DECK AREA: 0 SF o WATER METERdir ` LOT 70 i ssQS as— 5p— TOTAL COVERAGE: 2,009 SF PLOT PLAN c,! \ STORM LATERAL (B) SW PUMPKIN VALLEY TERRACE 28.00 ' 46.5 % I 0ss \/ ss ' \h__ 2 / �/` ! �� • / !/' SS%' IMPERVIOUS AREA: 2,448 SF `o4, SANITARY LATERAL \ / \\1\--7/ PLANT (1) STREET #101, ... .: TREE: 2"CAL. ;o ; . N° ;.. . . v , ; YELLOWWOOD/ `' •� .\ . e. _ /� . . • ', ,° . a CLADRASTIS KENTUCKIA' :�— ,�I,,- ----.......----.4- \t, . 1 , — — — ---- T,. I I - RIVER TERRACE NORTHWEST (503) 221 -19200 0 O 2S1C A„ PROJECT NO.: 395-037 W6 TYPE: CONSTRUCTION O SCALE REVIEWED BY: PRE LOT 70 (R-7, STANDARD) ,0 D 0 RIVER TERRACE NORTHWEST Z 13411 SW PUMPKIN VALLEY TERRACE 1INCH=20 FEET 6X6 6X6 a Z . J— c; ______,__,_ 6x12 HDR -I- 1T --I W r` arc- > N a> 3 w � �o U "-Ioz cn uj a gp. w c...i cn O 1 N•ct Li Ll- 0. C) /4\ C) 9., 0 I STHD14 2x LEDGER / 8\�F4 1 S1.2/ _ MST37 MS-317 MST37 L�R -- T -_ - g-f�& ------- � MST37 �l-� ry . Plan 5, MAIN FLOOR SHEAR PLAN & TOP FLOOR FRAMING PLAN 1/4" = 1' 0" ENGLISH REVIVAL- Optional Roof at Patio PATIO WIDTH VARIES PER LOT r1 P - q o 16 < CA 1 w Lu 0 zo B i A8 Patio cn cu r 19'-53/4" 40'-0" '` 11'-9 /8'-103/4" 6'-4,. i I 1. -O SL 4-0 4-6 SH /_� �� s. •• 6-0 8-0 SGD r_ _ 18N<' DOOR SLIDE i% 1 1 ir 1 I Plan 5 _ , MAIN FLOOR 1/4" = 1'-0" PLAN ENGLISH REVIVAL- Optional Roof at Patio PATIO WIDTH VARIES PER LOT 83/4„ 83/4 6x6 PT P T \I [ir___ ;6r P` POST 0 - ® \ — THICKENED SLAB D2 L__7 OD` EDGE a. Lu w 40'-O" i y6' y 4'-O" 14'-53/4" t" 10 cn • w E -1'-3" > T.0.S. -0'-71/2" 3h" CONC. SLAB T.0.S. o , //-STHD14 a CPO STHD14 r ------- UU Plan 5, FOUNDATION PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A2, A5 & A6 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. PACIFIC LUMBER CUPYRIGNT2014 ROSEBURG FRAMING SYSTEM- ------- - •-� i quality engineered wood products fortodovs builder www These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. Theplans maynot be re-used or copied,in whole orwithout written permission from Pacific Lumber 'I� :f:.-'-'r'.= o�m awc«•w. p 4 part. I�� roTALL-S nSeove Coan which retains copyrights to,and ownership of the laps.Use of these plans b an other /� �] D A -',°,a°��" To auRn+s oe�or Company, P P P y s IGIDLAM-L}I RIGIDRIM 1 ,,.,,,,,..•,,. ,IIII� iNsrua.sours�sLocas product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or iy fOAE'YrMpaVGTt. ..� �Y, i.• MIA121k.AREA Of M.G. . PosT..eora copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include - ' /. penalties of up to 820,000 per work infringed,and 8100.000 per work infringed willfully /i� IIM1; ROWIBURO NOM?RFPI JOIST .,, III ., J CONTRACTOR NOTES= DESIGN NOTES ......- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS •fwd-ro�� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR °�••Pomp m" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD MAIN FLOOR 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA REM'BLOCK NE,PANELS wrrx BEARNS NALL ABOVE POST Lowy TRANSFER DETAIL SCALE: 1/4'- 1'-O• (UNLESS NOTED OTHERWISE) OF L/450 N.TS. N.TS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6r 5)PROVIDE PROPER SUPPORT AT ALL 40p5f LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD TH/5/5 A PLACEMENT PLAN ONLY SLEEP/ AREAS: 30psf LIVVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD START STARTArchitectural/Structural plans.Verify all I I I 1 shear wall blocking placement and connectors. ROOfLOAD/N$ I I FRAMING FRAMING I Purchaser responsible for approving this 25psf LIVE LOAD PATIO /HERE HERE PATIO ayout prior to any construction. 1'rpsf DEAD LOAD 1 1 1 1 y� 1 fl.:�.�,,,.,d R} _..-`-,.,.-•' _......__.. ____. ..........-JS .• ___ ............. ___-- _-___.... __...._... _.....J.1..... .. ........_.._.. .............__ .J.1...._._.. _.__. ____- ____ ____ II...... J5 ........_.... .......... .---- ----- • • • 1 -15 11 I ._ ._..__... J1........... .. ........._1 ... ..._._.... ..._....._.... 11_.._..J5 .......... ....._........... ....................._..._' JS }I---__ ____. f - - c]4 ::-..cE2 J4--., ::- --_ ---__. ..__..... I:L....... JS ._J 2::: R1 R1 '2 ....JS .1 ........ __. .....JS JB1 - ........ ......... - nr: --=-8 — ----- -$2J4s. __�� ._..... -. ...... ..._. JI L' ..... _._. ....... -1 € Pll� tll� ._._ ................ __._...... ..........JS - __..... ...._ }..... .............j ... ....J.}....__.. __. _....._.. JS .......... _.... _..---__.... �� _ 11 II II.. .._J I1 I - E3 7 _ ¢. ! .... B1 -- .. .._ BS. -- I --� --� E I I _. p _... _. -J5 l N 3. .........JAI' -J.}..... ......_._ O O ........... J.}.......... J 1 ........ _.. 1�{'3 I .._.j5 ...._ ............ .._ O - r El fV Gi r .:... .._. __ ._.... .... _. ..- J1... .... e - J1 -- -- -- _...... _. -- .. J2 _. .... S S CI I I JJ2 2.._ O 0 J2 I 1.• J2IL IL J2 I 1 N n � J2:-1� r:� r� ._.. ......_..... - -- - -1• I J2----- -_ -_ ..� J2 11 _..__._...I 11 9 1 It T if { r ........... ..._........ J2 I' .._.___ _.__._......._' ...... _.._... -/J2____. ___. __..---1 ____. ______ J2 ................... .. ........_...._.... _................ ._.__._._ J2-..__- ____. _____ ____. ___.._._ J2 ..... ............. ......_.......... _ J . J1 2 JB2 J9- # J 1 1 • r . IMPORTANT/. REFERENCE PORCH PORGH &nOR INSTALLATION FRAMING DETAILS ANP I-JOIST INFORMATION __ PL 14-90(MAIN) ___ 55 p I LEGEND. Mrk• POLYGON Material width Depth Grade 4ty Gut Lth Tot Lth ' �� � /—� 51 RlgidLam LVL 3/4 9 1/2 1.5E 1 1 6 1 6 WHERE PLATE RAILING AT • ( H l--HANGER GALLOUT SHEARWALL ABOVE EXCEEDS ONE �/ 52 RigldLam LVL 3/4 9 1/2 152 2 14 25 ROW,PROVIDE ADD'L BLOCKING OR I ® -SUPPORTING POST 53 RlgidLam LVL 3/4 9 1/2 1.5E 2 12 24 WIDER RIM MATERIAL AS REO'D TR COMPANY Si 055 Rim 9 1/2 9 16 144 ED -POST LOAD ABOVE .11 RFPI-20 3/4 _9 1/2 13 12 15b ❑ R ..RIMBOARD J2 RFPI-20 3/4 9 1/2 12 20 240 +~r^.N`ORMS':Q DES!GN CONCEPT -LVL BLOCKING J3 RFPI-20 3/4 9 1/2 2 2 4 ►1 a•NFORMS TG DEGR CO'J ='WTi4 5930 JEAN ROAD LAKE OSWEGO,OREGON 9-1035 (503)858-9663 J4 RFPI-20 3/4 9 1/2 3 14 42 REVISIONS AS SHOWN PLAN DESGRIPTION/NUMBER: 55 ./B -JOIST BLOCKING J5 RFPI-20 3/4 9 1/2 13 30 390 �`� r�o sn« 0 NON-CONFORMING-REVISE AND RESIb GUSTOMER: POLYGON J51 ELK&RFPI-20 3/4 9 1/2 25 3 7 5 11 5 e>a rx ua E E xE P VAL er ewx- J -JOIST GALLOUT PLAN DATED: 2/25/14 5 -BEAM(FLUSH w/JOIST) .152 ELKS 1.75 LVL 3/4 9 1/2 7.5E 6 3 15 rrx r▪W.I., wr r s u F x FA G 5F k� 5 SCI 'i P 'F W eY c s i ioc - w c P s+E DESIGNER: KAM/L HENDERSON DATE 9/25/14 HDR -HEADER(BEAM BELOW JOIST) Accessories �,,; >aF:.� E r▪ 3-1.o-ar x 'T.:• .0:F'4.1 #E,Io. HBO-BEAM BY OTHERS H 1 THO1 7950-or-ITT9.5 4 ._-_. ?Liz'.- s, Toad P.Eat::, :r Sntmb P s.m< MII.BRANDT ARCUTEITS CT ENGINEERING INC PL 1 4-90 (MAIN) SHEET: 1of 1 POLYGON 5B PL14-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14"OPEN WEB JOIST @ 19.2"O.C. PlotiD Length Product Plies Net Qty RMI 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 TSTART FRAMING HERE RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 " � RM1 11-00-00 1"x 14"APA Rim Board 1 1 g �'� i RM1 10-00-00 1"x 14"APA Rim Board 1 1 .-I RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 i RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL; BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 :4p p BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 :iii I _ MI �' I_ T BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ooa .O BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Vail BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 .,.�" - t 1-KE,.� :,.. :� BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 s , � BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 m fir, �[ a BM6 7-00 00 3-1/2 X 14 BIG BEAM 1 1 �'r c; o p BM3 5-00-00 313-1310/22X 14 BIG BEAM 1 1 I _ < BM11 4-00-00 1 1 I i ' o` O '' 4s r & 4-9 FLOOR LOADING' 11111 __IBMs 8 l-'1BK1=BLOCKING 40 LL t3.r A - —' Pit _?_�k� RM1=RIM BOARD 15 DL ` II ACCESSORIES QTY II Q TH017140-2 Zl ! , © ITT14 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' .,.. ,, .... ,,_ L 1._ r d © HUCQ412 1 -,-., r••: ':, s!•!-, !,-, !0') ii3' '''.1:1':-' If.' '...5,k. I- lx, e_. :�y C] ,,_ '' u,'. C SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN i m C3 g m - v REFER TOAST TRANSFER BLOCKING RUCTURAL PLAN FOR DITIONAL r.=` ] ' AND SHEAR BLOCKING REQUIREMENTS. I 1 11111 111 HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. " A w �BMS� I f=.. :g- E=n `_ _ <mwre !FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA! II WHERE PLATE NAILING AT RNA NSW `M - 0 RM1 ROW,PROVIDE AADD�L BLOCKINSHEARWALL ABOVE EXCEEDS G OR I I - , , WIDER RIM MATERIAL AS RED'D. E CONFORMS TO DESIGN C3NCE- JOIST WITH RIM Z CON=0015 TO DESIGN CCNCE"`WT-H REVISIONS AS SHOWN ®:a"=oa. .c owes�oucevr 000'ONFO FRNG-REbISO AND RESOB'I r9111 N3 IE .E A r .d�E Dl W.W. (24x36 SHEET) SCALE: 1/4" = l'-0" o k T YS� a ^k- Pac umber FI 't'h L, i F I E R 1. rce ti e r•.x. r_Ti..:s.r M., vi k,..NA__ATM,F L wecv?:i. & TRUSS COMPANY »:.c:;ntew,s�ts.znI Mit BUANDT ARCHITECTS CT ENGINEERING INC �- . PACIFICWMBERCOPYRIGHT 20I4 ROSEBURG FRAMING SYSTEM" / qualify engineered wood products or days builder^ ^" """'°"" .,,..,, „ / These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. SOLID a�occ ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber s Gi a� -LVL R GI D I M III / an which retains n I rasrs rwM..eove Company, hlci is Co,and ownershipof theplans.Use of theseplans byanyother '"°""""' 7g euRxs ee.onPyr 9h �p ,=,,'e: vrss sxa�ocxs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or - ,I� ' ,....�,,.. a..ABOV aastavaara¢tarvrroavcrs aouaaaxp:5oxrsrs+eoPucrs --- E e w e, s copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ��` \% s POST ABOVE penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfully. ! II� RFPF JOIkossmseo FOREST ST A �= IIh- CON7RACTOR NOTES: PESIONNOTES: ^^-..:F.. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS mr,toe..w-^.•tea. -- '2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ilMilaxwarn ..^-'� .P,M (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD MAIN FLOOR 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS NTH BEARN&WALL ABOVE POST LOAD TI•AN5rER DETAIL SCALE: 1/4"- 1.-0" (UNLESS NOTED OTHERWISE) OF L/460 N.TS. N.TS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAO/Nb. 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEETINGAREA5r TM515APLACEMENTPLAN ONkr 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD START START Architectural/structural plans.Verify all I 1 I shear wall blocking placement and connectors 'COPPLOAO/NO - I I FRAMING FRAMING 1 I °urchaser responsible for approving this 25psf LIVE LOAD 'PATIO /HERE HERE PATIO' ayout prior to any construction. 1'ipsf DEAD LOAD .-�,.w.......w.....�.._-..-- .::R_f_..... .... ._ ...',.:1 ` �v.,....,. @@gg..f ._{/ . .,,.• r.J��- 1 1 �- _....._J5 -__. __.__......._. ............ ...._...._.._ fi ______ Ji-- ___. -' ...._........... ... }..._...... __-- ____. _____ ....._...... ...... Jr� .____ ____. _.._............_....... i .�:: __ _.- •� JS ... ...._.... _.___. ..... ........_I J5 #......._. I . . __. .. ..j4# —.: h12 J4 - H J5 -I. R 1R 1 ..2 _.. _...... _._... __._ t ...... J4 .... :__ __ J4 __.. ....ll ........ __ ____ ..... JS isi H J5 11 i 1'1........ _._..._ it ..__... i� J, __.. LI _.. 11...... .....__- IJ5 ii Ji J JS fl a � fI- 55. __.__ _...._ .....__...... BO- - _:. -I ,341 > ...... _.. ...._J1 .... J J 1 JLLL=Cy3 1 JS0 J5 . J} 0 0 J} o : ' JVCi 1 ll GI . II J2 o o J2 1 1 Pi • tr .1 v- I1 J2... V.. J2._.I 1 R.1 • fil............. .._._.__ J2.___ _____ ______ ........... .._._._.__ .J2_. ___... _......................3 J2 J2 C J ' ]2 1 JB2 J,- -I J, I I /MP...O.R...TA.N T/ PORCH PORCH REFERENCE SUIPE FOR ALL.RAMIN&N DETAILS AND I-JOIST INFORMATION L __ PL 14-10(MAIN) ___ LL�CsE/YD: POLYGON 5E Mrk s Materiel Width Depth &rade Qty Cut Lth Tot Lth Pacffi 4umber �� B1 RIgldLam LVL 1 3/4 1/2 1.5E t t b 1 6 'v:MERE PLATE NAILING AF( H }--HANGER GALLOUT SHEARVIALL ABOVE EXCEEDS ONE�/ B2 RigidLam LVL 4 1 3/4 1/2 1.5E 2 1 4 25 ROW,PROV€DE ADD'L BLOCKING ORI01 53 RigidLam LVL 1 3/4 1/2 1.5E 2 1 2 24 & TRUS I01 -SUPPORTING POST WIDER RIM MATERIAL AS REQ'D. COMPANY Rt OSB Rim 1 1/2 9 16 144 ED -POST LOAD ABOVE J1 RFPI-20 1 3/4 1/2 13 12 1 56 CONFORMS_`DESIGN CONCEPT R -RIMBOARD J2 RFPI-2O 1 3/4 1/2 12 20 240 .,ir" r,CONCEPT 5930 JEAN ROAD LAKE OSWEGO.OREGON 97035 (503)553-9663 LB -LVL$LOCKING J3 RFPI-20 1 3/4 1/2 2 2 4 ® CONFORMS_`DEu,u ^.,l,,. WITH J4 RFPI-20 1 3/4 1/2 3 14 42 Re'`"$IONS AS SHOWN PLAN DESCRIPTION/NUMBER: 55 ID CONFORMS TODrs„;NCONCEPT JEI JOIST BLOCKING J5 RFPI-20 1 3/4 1/2 13 30 3900 NOWCONFORM1NG-REVISE.'-.M1ORESUBMIT CUSTOMER: POLYGON 0J -JOIST GALLOUT JB 1 BLKG RFPI-20 1 3/4 1/2 25 3 15 N_ox'n,xnx r-cr 1.0=cu>siAr:51 rIO 8eciruEo.0 :tai 0,5000: PLAN DATED: 2/25/14 B -BEAM(FLUSH w/JOIST) JB2 BLKG 1.75 LVL 1 3/4 1/2 1.5E 6 3 1 80 F4,rix r . Cr. .: u Ix r E; M :""�- c'-'''''' rr 4- '''''''''''''''''.t-'- Br F til 1 DESIGNER: WAM/L NENDER5ON DATE: 9/25/14 NOR -HEADER(BEAM BELOW JOIST) Accessories b' -.,� t ,, CFM:c ..,r.a '51,0.i . :-es, *-7117 TH01 7950-or-ITT 9.5 4 51 1..11— y rxe A.E 151,46E a 2'1 MO-BEAM BY OTHERS MI.R&dND. 1;&Cil E.:., CT ENGINEERItdG INC PL 1 4-90 (MAIN) SHEEr: 1of 1 POLYGON 58 PLI4-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14"OPEN WEB JOIST© 19.2"O.C. PlotID Length Product Plies Net Qty 01 111111 RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 START FRAMING HERE ) RM1 40-00-00 1"x14"APA Rim Board 1 1 RM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 I i I RMI 11-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8 00-00 1"x 14"APA Rim Board 1 1 ( mil RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 1 a BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 g a BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 ir L.,-, BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 0 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _a. Rte. �.�... _--i,Brz iii lJ BM,, BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 pAi 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ I BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 " -"� r�A11 - BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 lt I, II BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 s I r I � ' BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 m O* Er o [o ' Mil BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 Fta. ti BM11 4-00-00 BBO2 1 1 O I � 4` FLOOR LOADING 'III IBM` I `C:9 g BK1=BLOCKING 40 LL a is A'w.....*.a`k ms.. -- _ _ _ =jl} = I 1 F _ �! �. RM1=RIM BOARD 15 DL ® 113 I#Ao 4 � -= R 7 t f.liiiII g ACCESSORIES QTY �I { - TH017140-2 21 0 ITT14 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' © HUCQ412 1 3 4. ,� I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I m : REFER TO STRUCTURAL PLAN FOR ADDITIONAL i , , t: ,,,, .1 _ , 1 i -, i , POST TRANSFER BLOCKING - AND SHEAR BLOCKING REQUIREMENTS. RI _ _ HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. T. -i -I-@M FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' WHERE PLATE NAILING AT low=pm iew own. _11,1111m fur•1Jl_-Q U_—_. __-Jt._.11 `� -L RGN FRALL ABOVE DD'EXCEEDS:'V GR �I i IIMIJ ' - WIDER RIM MATERIAL AS REQD. D CON=ORMS-o DESIGN CONCE:. JOIST WITH RIM Z CDN=ORMS TO DESIGN CONCERT WITH R.EViSIOT S AS SHOWN ®"""'""STQ°'i"°-" D NON-CONE:AMIN -RIEWSE AND RESUBMIT ❑ twum TN !EP HOOD Ma-.K E DI F SMALL CCK IAID (24x36 SHEET) SCALE: 1/4" = l'-0" a H TE:CID « c c M Iac� umber F 4. 'M `NI CT F E bl..E CES T S S. »£ yr k9 F& AI F A E A C.V as r�-e rxn .r, i1L Si:G IA/AI . :J+ik+,p 3:a s:!:F t1,.3s�N,.I;?:S. n S b: Todtl A.Eftpn .e:SPptemLI'G 2,14 & T R U S S COMPANY MuCl,SANDT ARCHITECTS CT ENGINEERING INC