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Plans (2) 16i4L1 5'v i DE-sc -c.(.'��' IyczZoo-&Oo77 LEGEND: —SS SANITARY SEWER Pacific v �- / I\ 1 i\ Iil� _ h_ _ �� I �`_ — / — SD STORM DRAIN Design Community / 6.00' I ,rill — —w WATER LINE PUE, TYP. ,-----III,� � / i 1 1 12564SW Main Street SD _,. 302ii` 298.5 0 • MANHOLE Tigard,OR 97223 / 1011V 'fit,_--_— 55.0' m 503-941-9484 Ilk ■ CATCH BASIN �� ' - DATE: 03/18/2019 303 302A c, .4 MO i / REVISIONS 1 • NO. DATE DESCRIPTION A —17.53' — — ter — STREET LIGHT 3� „RA .s�'l11 /i 27.00' - 1 / N ----- INN* 1' j / I o I 1 h STRAW WATTLE PERIMETER '441k/ ._ DECK I u I EROSION CONTROL 305 r_ FLOW DIRECTION ARROW / �►- -•��/` ---uj� `^�t ' ji, f 123 �'00 STREET SECTION, SEE (2) KATSURA TREE / �, ' II) 4,908 SF j © CONSTRUCTION DOCUMENTS CERCIDIPHYLLUM "" o i 'll i v;� U BUILDING: JAPONICA �. � � 3DR-DL �I � , 1 P ` i 13.00' '%, II I FF=312.61 0 124 SETBACK SUMMARY -- ,k 301 0�� 41i11 + BFF=303.61 l I� FRONT SETBACK: 12' 11111'� ° 111 II/ 303 I SIDE SETBACK. 3' 111111k0 11100,./ t ; �MIL MN oKIN n 304 305 I STREET SIDE SETBACK: 8' ` 1111VA IIIIIIIIII GARAGE �I ------30630, 1 FRONT GARAGE SETBACK: 20' og /pl 3083og�------- FRONT PORCH SETBACK: 8' (N / ` 3 IN ■ it I 310-- �: REAR SETBACK: 15' 3 / . �Za��. JI I _1 311 ow" PORCH IN 312' 6 i�►ac--- l +�■�-- REAR COVERED PATIO SETBACK: 10' a �/ 6 ,~'ten+►• -- --_ -_ -I--- ' 1 I 6.00' I L �' iiiIowwe'm�i`.... z ,❑ ❑ ❑i PUE, TYP. - 'W O �:. r►al►—c' —18.50'— ., S z �� — 20 00' , — — — — I` LOT COVERAGE: Lu N / fQ 'v VISION �k011111%.," 1"1111411.1rilik-iiiiik,_i.,``'�.- `` *� � , � RIVER `'.2.0.---- --lorig �n �. AVM ��_ LOT AREA: 4,908 SF ° CLEARANCE 309.7 . — �/ 3 =' le . ,/Aglow 41.0' ///,►� N / �N �' TERRACE TRIANGLE f 1�1,� . ,l%I��,��:310.6�'��A,��•:1 1/�: N *....:.....,_ IL-r;.o'' a_ rigliptirege�� '""�� , \��B �,l%� �"" BUILDING FOOTPRINT: 1,569 SF 07 ' ""'� EAST >‘./-7—/o N WATER "1,hh" W �� COVERED PORCH: 39 SF STORM LATERAL O /// "-- COVERED REAR PATIO: 0 SF (\(// 4S OS (2) ROHANI EUROPEAN OS N ' 01 a ,� BEECH / FAGUS ' CANTILEVER LIVING SPACE: 14 SF - \ ' SYLVATICA'ROHANII' 123 a / 1 '3'\' O . SSI S i -""�-� ►+ DECK AREA: 232 SF PLOT PLAN N SANITARY LATERAL 4 ��\ �, �/- SW DESCHUTES LANE _ L9 TOTAL COVERAGE: 1,854 SF _c SO ° �� I ��4 1.11 �� '1I 37.8 % ° 41110 Mi 0- - S Illip ',a '01141'�� `�/Ii j S1,440,1411. —411,/,/W IMPERVIOUS AREA: 2,428 SF v v 0 3 POLYGON NORTHWEST (503) 221 -1920 PROJECT NO.: 395-041 2S1 W6 CITY01= TIGAI�O O TYPE: CONSTRUCTION Approved by Planning SCALE REVIEWED BY: PRE 0 LOT 123 (R-7, STANDARD) ®ate: Li-�Z+� 10 20 RIVER TERRACE EAST Q Initials: SL _ 1 INCH=20 FEET 16544 SW DESCHUTES LANE z e PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" .."k,w."•• i quality engineered wood products for today's builder "`"" "" Ai ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI DLAM�LV L RIGI D RI M ,II �� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ww:m,.^� socio EcocK Au ,,,_��.^q,,,i, Posrs FaoM neovE e .a.. IIIC raSe.F,L4:2 ry ern mc„:", , wsrnu.sounsx�cocs product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCES ROSEBURG IOREESl PROOUClS \�� ;c-wwm:. ` PERoer�ic,e.n�rc« c in of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include p9 9p 9 9S19 \` / sE,.o.,ro rosr AeovE. penalties of upto 520,000 per work infringed,and S 100,000 per work infringed willfully. 1104, "' RFPI JOIST � �= III CONTRACTOR NOTES: pie/6N NOTES: >^^'•>:- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS M"5=Rm age-a"",g 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR "•'��_•_°'^•'•^�=°=c',v�^°^ (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS Silk BEARING HALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 NTS. NTS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LORD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 1 Opsf LIVE LOAD SHEAR WALLS 1 2psf DEAD LOAD 5LEEP/N6 AREA5: START 9-1/2 RFPI-20 1 6"O.G. 9-1/2 RFPI-20 1 6"O.G. START TH/5/5 A PLACEMENT PLAN OM-Y. 30pAF LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD FAMINGI FRAMING Architecturaystructural plans.Verify all shear wall blocking placement and connectors ROQFLo.AO/N5: `�!-IERE PATIO 1 PATIO HERE Purchaser responsible for approving this 2spsf LIVE LOAD I I \ I R1 / Ill ayout prior to any construction. 1psf DEAD LOAD --_ 131 _ !I ; Jrr \ . .1 11 1! ! ® CONFORMS TO DESIGN CONCEPT \ { I II u 1 ! � ! II El CONFORMS TO DESIGN CONCEPT WITH li i;t .JB ';— li _' . — 13,2 ll li li II I REVISIONSON-CF RASHOWN ! J5 * a- ❑ NON-CONFORMING REVISE AND RESUBMIT I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I iWITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 11 111 ...1 I1 .-:1\,1 1 1 J1 11 J1 11 11 11 11 J1 J1 J1 J1 11 11 J 1 11 11 11 11 11 11 J1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE \ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY \ 12 J2-5..J3 13 13 cc 13 13 13 13 13 1E 13 J3 13 13 J:3 13 13 13 J:3 13 J2 J2 OVER THIS SHOP DRAWING. / R 1 R 1 By: Arnold R.Solomon Date:Oct.25,2017 CT ENGINEERING INC I �� i I II H I .' ii 1111 a II I - __ - = — _ _ ElCONFORMS TO DESIGN CONCEPT \ I/ El CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 14 14 !I I] NON-CONFORMING-REVISE&RESUBMIT N FI _ _ __ ______ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERTL CONFORMANCE R 1 I ��' \-I b R1 I WITH DESIGN CONCEPT ONSY AND DOES ROA RELITHE THN l fABR1CATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RRR�� i.�\ ti\� R1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE Ili _ rJA, _ _ -- ,J6-, - PRIORITY OVER THIS SHOP DRAWING. --- -' =a �---- By Rae Hauff Date 10/26/17 R, I--9 27/a 9'-21/S" I R1 MILBRANDT ARCHITECTS / \ 1 I 1/ I PORCH 7 r PORCH L I I IMPORTANT/ REFERENCE INSTALLATION PL 1 5-33 cl (Basement Floor) GUIDE FOR ALL FRAMING POLYGON PLAN OPTION:3DDL-SG DETAILS AND I-JOIST INFORMATION Mrk>< Material I Width I Depth I Grad atq GutLt�l Tot Lt1 11 RFPI-20 1 3/4 9 1/2 14 24 336 LEGEND: 12 SFR-20 1 3/4 9 1/2 2 26 52_ �� 13 RFPI-20 1 3/4 9 1/2 10 28 280 Pa�ifi umber ( H }—-HANGER CALLOUT 14 RFPI-20 1 3/4 9 1/2 1 8 8 �/ 15 RFPI-20 1 3/4 9 1/2 1 20 20 ® -SUPPORTING POST J6 RFPI-20 1 3/4 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT & TRUSS COMPANY ® -POST LOAD ABOVE R 1 OSB Rim 1 9 1/2 8 16 1 25 JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 13 _ 3 39 SCALE 1/4"- 1'-O" R -RIMBOARD 132 BLKG RFPI-20 1 3/4 9 1/2 26 3 13 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)555-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 3DDL-SG JB -JOIST BLOCKING Accessories ON H1 I THO 11950-or-ITT9.5 4 J -JOIST CALLOUT PLAN DATED: 1 O/3`/1 5 B -BEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) DESIGNER: KAM/L.HENDERSON DATE: 1 0/1 2/1 5 BBO-BEAM BY OTHERS PL 1 5-3 3 q BASEMENT FLOOR SHEET: 1 of 3 r ROSEBURG FRAMING SYSTEM" „ „�„ I PACIFIC LUMBER COPYRIGHT 2014 qualify engineered wood products for Iodays builder" ,---,N==w W"a These plans.and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. Theplans maynot be re-used or c ied in whole orpart,without written permission from Pacific Lumber � op I �+",..�= /I (I �i POSTS. R1Fl1O„o aE W° Company,which retains copyrightsto,and ownership of the plans.Use of these plans by any other RIGIDLAM-LVL RIGIDRIM- """"°°"""° , / norALLsooAs»s�.oa=s product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or aosEeaavroam PRODUCTS lOeaalAlO«wsr�aaoeecrs ,I�, ' �, """ ___ ,IIIG „OerA,�,e.MArcw copying of these lans,infringes rights under the Copyright Act.Infringes face liabilities that include ------.___-_- BeA„,n6 ABeA or s�ocKs na 9 p 9 99 / BEI-ow TO POST ABOVE penalties of up to$20,000 per work Infringed,and S 100,000 per work infringed willfully. ��II�� RFPf JOIST i - NI/ � V WoaaL�eroataraleovaala ,..-..,... hi or CONTRACTOR NOTES: P 5/ N NOT 5: ,_^„,_,,,= 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS � � ^^e=„^�=^-^-°a^�^9 MAIN FLOOR J015T LAYOUT 2)ALL ESS NOTE PER DESIGNER'S PLAN EXCEED TDHE LIVE LOAD M„„2 .,,o„„.,,„,,, (UNLESS NOTED OTHERWISE) SCALE: 1/4”- 1,0” 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFP.BLOLKMG PANELS WITH BEARING HALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 NTs, N.T.S. 4)USE CAUTION WHEN GUTTING / FOR PLUMBING FLOOR LO/10/N6: 5)PROVIDE PROPER SUPPORT AT ALL 1 psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD START START TH/5/5/I PLINGEMENTPL.4NONLY. SLEEP/N6 ARErtiS: (DOUBLE) 1 1-'1/5 RFPI-20 6 1 9.2”O.G. - (DOUBLE) 1 1-7/9 RFPI-20 1 9.2'O.G. 30psf LIVE LOAD FRAMINGFRAMING This la out istobe used in con junction with1 2 5f DEAD LOAD ockinSEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII y pArchitectural/structural plans.Verify all�_i //' HERE HERE \ Purchasershear i sponsbleplacforeapprovingphis rs 25psfLIVE LOAD - - -- � --- - - --- ---:. ------ - HDR 1 B5 connectors t' f S R _ R L _ ayOUt prior t0 any construction. 1 9psf DEAD LOAD \ ,I � Ii1I i, ® CONFORMS TO DESIGN CONCEPT I, I II II I iI ❑ CONFORMS TO DESIGN CONCEPT WITH �I 11 III \ REVISIONS AS SHOWN 11 J1 J1 J1 J"r.\J9 J1 J1 J1 Ji J1 J1 J1 J1 J1 J1 J �1 11 J1 J1 J1 J1 J1 11 J1 J1 J1 J1 11 J1 J1 J1 J1 J1 J1 J1 J1 J1 JT J1 J1 J1 J1 0 NON-CONFORMING-REVISE AND RESUBMIT J1 J1 J1 J1 J1 1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 - 41 J1 J1 J1 J1 11 J1 J1 J1 J1 J1 J1 J1 J1 JI J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 dl THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 I' R 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY _ j Iii OVER THIS SHOP DRAWING. I 1 l' I 1 'I By: Arnold A.Solomon Date:O01,25,2017 ICT ENGINEERING INC �I II ' 1' 111 11 i � J L JL 1.L J L JL J L JL J IL\J1 J L JL J 1 L J L J L G L J L _u_ J.D — .,R iat L J L J1 { ❑X CONFORMS TO DESIGN CONCEPT Ali 1F 11- } L J t7 J L J L J L J l�S.L.1.L II L J L J L J L J L J L J L J L J L J L J2 J2 4rB41r rr 1r 1r 11 t'Tr�T--B11r 1r '-?.Tr 1IB11r 'I T] 52 ” 1 52 /°1111 t311r Tw 1t TB11r 1r`M"Tr it Tr Tr 1541r rr IF __ n CONFORMS TO DESIGN CONCEPT WITH �. / REVISIONS NOTED J2 J2 J2 J:2 J .� .�,2�,`J'�2 J2” 53 ',(?C B3 J.2 J.2 J2 1¢ 42 d2 JAZ .I, J2 J2 J2 NON-CONFORMING-REVISE&RESUBMIT �{i �,;,I _ Ili I� -R, I R 1 R 1 1 R 1 _ —_ l THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE II D N I t C R J WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 5 1 \ „ 55 55 R 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE • PRIORITY OVER THIS SHOP DRAWING. V ---.'1 -( R 1 �I�I�;�aml,l=. .._--r— BY Rae Hauff Date 10/26/17 11 MILBRANDT ARCHITECTS -) 1.1 J1 21 I J1 J1 J1 J1 11 R 1 �IB2 11= _ JB2^ R 1 -__ - — — ` J8 JS J3 J3 J3 -3 = c J - _d A JI51 \\ i \ PORCH rt — T PORCH I L R 1 \ START START / R 1 I I FRAMING FRAMING 1 1-1/5 RFPI-20 6 1 9.2"O.G. HERE HERE 1 1-1/9 RFPI-20 6 1 9.2'O.G. IMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING PL 1 5-339(MAIN) DETAILS AND I-JOIST INFORMATION POLYGON PLAN OPTION:31:70L-56 Mrk• Material Width Depth Grade Gty Cut Lt1 Tot Lt(1 B 1 RigidLam LVL 3 1/2 1 T/a 2.oE 2 a t 6 ® DOUBLE I-JOIST CONNECTION SPECS LEGEND: B2 RigicLam LVL 3 1/2 1 1/8 2.0E 1 6 6 Filler blocking is not structurally required provided both Pacifi umber 63 RigicLam LVL 3 1/2 1 T/a 2.0E 1 4 a Filler l are continuously laterally supported by HO--HANGER CALLOUT Ba RigidLam LVL 3 1/2 1 T/a 2.0E 1 t a 1 a connection to the sheathingat the topflange.In ® B5 Rigia.amLVL t 3/4 1 7/8 1.5E 1 22 22 g -SUPPORTING POST B6 Rigi Lam LVL 3/a T/a sE 1 4 4 / addition,the joint in the sheathing Shall be positioned & TRUSS COMPANY MDR 1 BIG BEAM 5 1/2 9 1/2 2.1E 1 a 6 / over the center of one of the two top flanges to assure ® -POST LOAD ABOVE R1 056 Rim 1 1 1/8 9 16 144 shear transfer between sheathing panels. R -RIMBOARD J1 RFPI-20 1 3/4 1 T/8 48 20 960 /� Flan.was 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)358-9663 LB -LVL BLOCKING J2 RFPI-20 1 3/4 1 1/8 12 6 "12 2 ,r xvr s J3 RFPI-20 1 3/4 1 1/5 6 1 8 108 _� ,-a. 2a,r - PLAN DESCRIPTION/NUMBER: 3DDL-SG .18 -JOIST BLOCKING JB t BLKG 1.15 LVL 1 3/4 1 T/8 LSE 15 3 54 - ail Saaa^a Requirements Min Max WI Max MSI Me, M° M. an us, CUSTOMER: POLYGON .152 BLKGRFPI-20 1 3/4 11 1/8 10 3 30 PLAN DATED: 10/8/15 J -JOIST CALLOUT PBL I-JOIST WITHOUT FILLER CONSTRUCTION z IF r ,e z usz or r es B -BEAM(FLUSH w/JOIST) Accessories Nrs. r., lOnier:0 z ,e z ,e r 2< z N. 2r HI MIT411.55 20 r DESIGNER: KAM/L.HENDERSON DATE: 10/1 2/1 5 NPR -HEADER(BEAM BELOW JOIST) H2 MIT 1 1,88-or-ITT 1 1.58 16 BBO-BEAM BY OTHERS H3 HOC41 O 1 PL 1 5-5 5 I MAIN SHEET:2 of 3 S E CONFORMS TO DESIGN CONCEPT 111 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT POLYGON THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE PLAN OPTION:3DDL-SG FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 14"OPEN WEB JOIST(41 19.2"O.C. PL15-339 UPPER DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. 10/20/2017 By: Arnold R.Solomon Date:Oct.25,2017 CT ENGINEERING INC VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE `� RM 1 1 ,1. 5-00-12 ), -.o_._; a -a n o-_-7 ®_..o.. o. er. o elel --o g C s_. _0 q ❑X CONFORMS TO DESIGN CONCEPT BMl er ❑ X CONFORMS TO DESIGN CONCEPT WITH Products REVISIONS NOTED PIotID Length Product Plies Net Qty NON-CONFORMING-REVISE&RESUBMIT ❑ . RM1 43-00-00 1"x 14"APA Rim Board 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE RM1 41-00-00 1"x 14"APA Rim Board 1 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBIUTY FOR CONFORMANCE WITH DESIGN RM1 37-00-00 1"x 14"APA Rim Board 1 1 DRAWINGS,SPECIFICATIONS AND APPLICABLE CODES ALL OF WHICH HAVE S o 0 0--o o o o- I!a o - o 0 o «.'-=o -0 -I -f e= o 4ff RM1 11-00-00 1"x14"APA Rim Board 1 1 PRIORITY OVER THIS SHOP DRAWING By Rae Hauff Date 10/26/17 RM1 5-00-00 1"x 14"APA Rim Board 1 1 MILBRAN DT ARCHITECTS RM1 4-00-00 1"x14"APA Rim Board 1 1 BM1 8-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM2 20-00-00 51/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 Rigidlam LVL 1-3/4 x 14 1 1 BM3 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM4 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 (� BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 13-01-0C 1 105-'3 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 RM1 BM15 e �-76:6R4 -.__._,, ,,z, ,.. ,K4, 0_ — �2_� a BM6 20.00 00 7 X 14 BIG BEAM 1 1 12-05-0 BM7 15-00-00 3-1/2 X 14 BIG BEAM 1 1 BM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 �^-! I BK1I o- BM9 13-00-00 5-1/2 X 14 BIG BEAM 1 1 m =-i.:—...--..;==._ _ — >�—=e, a s BM10 12-00-00 3-1/2 X 14 BIG BEAM 1 1 I BM11 11-00-00 3-1/2 X 14 BIG BEAM 1 1 _I RM1 BM12 9-00-00 3-1/2 X 14 BIG BEAM 1 1 CC ' BM13 8-00-00 3.1/2 X 14 BIG BEAM 1 1 g_ BM14 7-00-00 3-1/2 X 14 BIG BEAM 1 1 oo q a o 0 0 0 0 BM15 6-00-00 3-1/2 X 14 BIG BEAM 1 1 0 5 Ir-,J FLOOR LOADING40 LL15 DL h. N 1-01® o BK1=BLOCKING--RMD=RIM BOARD �_ d . _.� BBK� EI 1 a M1 „ t 0 BM6'; r ® ACCESSORIES QTY 5-e1-0 U ��i 11 THO17140-2 60 I _. . _ _ _.'.d ...lc 0 i-. o :.q _cAir- 0:.. 0 0 of © HUC412 2 ro� I 1 X 14 OSB RIM FOR SHEAR BLOCKING 19' > I © HGUS410 1 N Ei li Ilam, ° .3-i . O 'MI m 6.03-07" 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN q IBM101 I IBM11I L � OA ,per BK IBM2I 1 I I3-0'-00 _ _ ce)t.—I� -o. f-_ - I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I IBM7I FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA SHEET 3 OF 3 JOIST WITH RIM (24x36 SHEET) SCALE:1/4"=1'-0" Pacifi umber & TRUSS COMPANY ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I� OVER THIS SHOP DRAWING. 3r yM By: Arnold R.Solomon Date:Jan.23,2019 CT ENGINEERING INC �p AR AR 91-- a ....• - a 1 I J1 __ J1 CJS /7 T J2 • CJ3 �;, ' J3 CJ4 / ' _ J4 Ai. 6:12 11 .2?li41111', elk � ,' i r J6 r. 7 6:12 J8X J8 _� J9 J9 El 11'�/� 6IINYY W J8 PIPIT- 1' a / y L? 11OW JON ' J6 WATT X //4:12J5 J4 J3 IA ( F#826 k J2 A /1D: 12\ Illii J1 •_612 / ACO 6°f2II arl 11. g aggro . • a 0 CONFORMS TO DESIGN CONCEPT if-on I 3547 5_ I1 I 11'-0' GARAGE ❑CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Rhea Galvezo Date 1/23/19 MILBRANDT ARCHITECTS ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: 1 ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 01/09/19 I PLACEMENT ONLY.REFER TO I TRUSS z. I ENGINEERED STRUOCTURAL I♦ , PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER INFORMATION.BUILDING ' ' 3-D DL ASE DESIGNER/ENGINEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO 0 TRUSS } 3-D DL ASE / CHECKED BY: REVIEW AND APPROVE OF ALL C c>M P A N Y DELIVERY LOCATION: SCALE' REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 1/8" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.