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Plans (33) ivve)1" 2-01x– 0 C4,t) ' t 1'1"a 5 -"^ C c'tLO E'3 �NR� `a; �' LEGEND: ;r• '� 1 I� I ' i 3aci�fic �k I L_ 1 I i :r, __._ SANITARY SEWER h I I I STORM DRAIN � mrnunity ——-— o o' I I I I // Destgnpry I � ' ---__ I _ WATER LINE A I I o - '" 1 ------ -I 12564 SW Main Street [- J I I Y _..292"t" Nii MANHOLE Tigard,OR 97223 1, I -i- i" € r, [T]503-941-9484 -- I '.7.2' I y' �` CATCH BASIN 1 \ �--STORM LATERAL t DATE: 03/29/2017 12.06' 293.8 STREET LIGHT 291.6___._ __.___--- ...,,,,5,22-:.(�� F REVISIONS m � � ' 1__._.. ii NO. DATE DESCRIPTION a, STRAW WATTLE PERIMETER r I ;11 ' ,_I 1---.--, EROSION CONTROL le1.• V I` 1 _r ---294-- 20.80'---1----=— - �� / 110 STREET SECTION, SEE ,� ( CONSTRUCTION DOCUMENTS L J �� i . E' ? I I ,.,...__. .++]r.Y.r�• _ 2,—,..i1.4,,,,,, _._ a.:..W,,,,,, ,_-__...._.• SANITARY R LATERAL i �- �_Ii 1 I � I TA ,� j j ' -'=----�_ -Sfl- 771 1 ( _ti...1 1 „1/,: : , , � - . Y 138 ; 8.00, 296- SETBACK SUMMARY ' , , .,, .4... rl !: 4,009 SF ' '% �' ! PLANT (3) STREET FRONT SETBACK: 12' I: BUILDING: 3413.2DD I s' II ' ,, u, TREE: 2" CAL. SIDE SETBACK: 5' 1 HR FIRE 1 f 1 GOLDENRAIN TREE/ '' RATED EAVES liI FF = 303.7 1 1 0 . STREET SIDE SETBACK: 10 I'8 i BFF=302.4 �,J :• ;:' $.00' KOELREUTERIA REAR SETBACK: 15' O I 3.00' .� --� T , =; %" PANICULATA 7' 1 <, PUE <: PORCH SETBACK: 8' I ,- €, 1 II BACK Q _-. .. __. -.,- .... co I 13� , GARAGE 1 I . 2qa 294___.._.______. I , ,3 0 1 I 1l 296 _ I - �e-- eN I _ ' 98 _-_ l I ---------__ - r ,r -----____._ 300- _ _ - - 1PORCH I .- MODIFIED ,•J I L_._. _ .._ - Imo_ - I IA2 ! \ 4 LOT COVERAGE: -__ ____I3f --+ � / SHORTENED _ PORCH / w ! ,i , ' - -- 1 lir- ._- _ 25.81' _ I I � wI LOT AREA: 4,009 SF o L _ - I 21.81 '; - z t.-- oti`` PUE n =17.10' -:-_-_,-.._,--/-::::)::.1...------ ,1` I r ,.- . __ -�_I' L--�.` _�; �_p - i E < '� BUILDING FOOTPRINT: 1,469 SF TERRACE ----- _ 23 0 `1 �`-~'r �,,, 1 'ciiI\ -;'; f 01.2 t ` mow ---„,:-::::,,Y ; 1 t 1 m — 7 ,_._:',,,_ `.�` _.__ _ ; 8.0' ' // is COVERED PORCH: 99 SF NORTHWEST 3 � � to 'J� rN/ Y VISIONCANTILEVER LIVING SPACE 0 SF S I-- �� i 1 _ ------- — ` 301.7 , ,i ,- t.c) : \ ` _ __- ---- — - a � ' CLEARANCE 1 Lo a h _,,,,,-_-_,-; ' ice ; ` -___.___ SIDEWALK TRIANGLE vl COVERED PATIO: 0 SF 1/7_,L11,____-- PLANT (1) STREET ___ _TM WATER METER 30�•.�--'( -` DECK AREA: 200 SF N l TREE: 2" CAL. - ---- so ' I s 3 LOT 138 N —'is�J KATSURA TREE/ "T TOTAL COVERAGE: 1,768 SF PLOT PLAN B SW FOREST HOLLOW STREET `* CERCIDIPHYLLUM <; ---• I 44.1 % 28.00' • _c ,t JAPONICA _ _.._ ss - -- _. .`a �I sI' S5 \ :/ / I \ IMPERVIOUS AREA 2,423 SF "2 1 \!, �:�� li I — p „.,,,,,v,_ivz .!, \I tin, \ 72,t,,,,, \\!\\ / i 1 _ — , \ CITY OF TIGARD - T - _ -11 - ] __ , , � !an ing Approvedy C O RIVER TERRACE NORTHWEST (503) 221 -1920 Date: 2S1 W5 Ir1itI Sa TYENO.: N CD TYPPE:: CONSTRUCTION SCALE REVIEWED BY: PRE CD LOT 138 (R-7, MEDIUM) 10 0 co RIVER TERRACE NORTHWEST 2 17492 SW FOREST HOLLOW STREET , INCH=20 FEET UMBER CGPYRIGHT 2014 ROSEBURG FRAMING SVSTEM PACIFIC L 'N " "' ♦ qualify engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. - �"+R R� R�/# souv BLocK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber �GI®LAM LV L RI G�� 19!!I ,I/ I�� PosrsFROH ABove Company,which retains copyrights to,and ownership of[he plans.Use of these plans by any other Tp BEARING BELOYI. INs7ALL saucsH BLours product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSC5UR[3 FOREsT PQO®uers ROSEBORG rouesra'aorwers + PER DETAIL ld.HATCH IIIC 6EARI,+�AREAOESLocKs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include BELory ro Posr ABovE. penalties of up to x20,000 per work Infringed,and 5 100,000 per work infringed willfully. itosesuac rarzesrraaoucls • II h CONTACTOR NOTES: V5/6N NOTE5: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM FIAS MAIN FLOOR J0 15-r LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN IXC ED TDHEO MEET OR E LOAD (UNLESS NOTED O7HERl^ItSE) 5GALE: 1/4'= 1'-O" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPs 5LOLKIN6 PANELS 5Th BEARING FALL ABOVE POST LOAD TRANSFER DETAIL __-- (UNLESS NOTED 07HERYVISE) OF L/4 SO 5Th. 4)USE CAUTION Y4HEN GUTTING FOR PLUMBING FLOORLOAD/NG: 5)PROVI1 2 25A DE PROPER SUPPORT AT ALL psf LOA D SHEARINALLS 1 psf DEAD LOAD START START 5LEEP/NGARE45. TN/5/.SAPLAGEMENTPLANONLY- 3OpsfLIVE LOAD FRAMING FRAMING This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.verify all HERE ��_ (DOUBLE) 1 1-1/S RFPI-20 i 1 P.20.0. (DOUBLE) 1 1-1/5 RFPI-20 5 1 P.20.0. �' HERE shear wall blocking placement and connectors ROOFLOAD/NG: 1 2" SEE SHEATHING NAILING ATTAGHMENT NOTEIIIII SEE SHEATHING NAILING ATTAGHMENT NOTEIIIII 11 2" Purchaser responsible for approving this 25psf LIVE LOAD ayout prior to any construction. 1 7psf DEAD LOAD _ -.__ ._ _fC_ �-Jif ... --n it-�rl-liT 1 T T 1 n l Ii-it---� t1-- +! - I -'V--T1 h ri-�t --ii'--- i- - E I- 7 Ir -ISI !I ri II -- I. III 11 I II III 11 t-(JSI -I I I. III I:1 11 ...I i I I ! I' I I ! I ;II I , 'I I I li I I I, I ! I!! I ! I i II ! I I ( ! I I I I � ' it I , i ,I ! ! II I Ili I' I ! ,1 I I ! 'ii ! ! i ,•! ! �! I � i, ! !!I ! li I I III � i ill I i I 1 ! !II I ! i � ! i ! I l i I !! � iii I � I !! ! ! ;. ii � ! � i' ! ! ' I I i' I; ;! CONFORMS TO DESIGN CONCEPT ! ii III I I I II II II ;II 11 i .I I I! .I! ! I !! 1 I. i I iii I I II II I I„ I i� Ili I i I !1I i'I �i ! ii i !i ; ❑ CONFORMS TO DESIGN CONCEPT WITH I!I ! III I II i II I II I �iI I I �! I !! I ! Ili I I I II I •II ! I I E 1 I l i; i lli i i Ili ! jii i i II I Il i ! Iii ! 11I ! I II i! I !!I I II I 1 ! I ! REVISIONS AS SHOWN I I I 111 !Ii II I ! I I ! II I II! I ! I I, li; jl !3 I! ! ;; ! ! 11 �, ! 111 III u 1 l II _.! !; ❑ NON-CONFORMING-REVISE AND RESUBMIT 33 J J3 JJ3 J; J�' J3 J' J4,' J3 J3 J3 J, _ J• 3 ! J13 J' J: 43 J J' 43 .13 4 J'� $ J3 43 ,�3 - j�3 J 43 J`3 43 'j3 .{3 �3 J3 J3 J3 J.. JIS J! J! J'5 J3 J J3 Jµ3 _3 J3 J3 .3 .15 3• - I% �. J� Ji- .33 S J3 JI3 J 3 J3 4 .i J;$ .1i .J3 �13 JI 3 J; �: THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I II ii ! it I ! I,i li I i ! I!I I ' I II I II li � I! ` �I I i I I ! I ( i i' II I ! I i I� II ! II II I i! !I 41ITH THE DESIGN CONCEPT ONLY AND ODES NOT RELIEVE THE R 1 i I ! it ! Iii ! ! ;l II I I ( 11 ! ! ! II I II I � 11 11 li I i II ! 'il i R 1 FABRICATORJVENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE I I'I it I II I l! II I ( I' II I ! !! 1 II ! C I ! jl ! ! I II ! it DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY i I i I li I i ! II !I i i II i it ! I l ii I ill OVER THIS SHOP DRAWING. II i I I it 1 I III , i , !! I !i I ! i I i I II I I I ! I 1 !1 I !I I II !) ! I; I I! I li ; Ili By: Arnold R. SololTion Date: Decenber 4. 20/5 II !! I i iii i �I CT ENGINEERING INC ! I I I I II I ! ii) I i I i i! I ;! I I (I ! III I!• iii I, ! I I I il$-I1 ! I ! JI i; tf` I hli� H 1t1!+p I ! d III I I;I I Iji � ! !! i I1 PIIII 4i'i` II '!I !! J I I III ;I' ilii ;! Y..i1L.....Si7-_...11.�.._J1�.. 3'1L ik J1L.-_I. Jt.D A 1a'L. JI1,...;�1L. �Ir--.,JL'L 1�._._1�-A .L -j-._. _._ ._ - ..H-_..ii �._1 ...i ....J L.I)J�....J1L .1.11-.___.1k _��L_._2 _.J -_J� � - I�--.1L 1 ...-..! __ ®CONFORMS TO DESIGN CONCEPT 1 ---- -i r 1 r3 I -,-- - 3 -- B- _m---'1T ----- __ r ! 1 y' ll ir li l•r 1.1� ��r ll I l L �fj l� � � 1.�11,r lll� lir T�-�_-_ r l!r r l:r l T l�r l r .l�r...l '..;r l�REOVI ONS NOFO TEOSIGN CONCE 7 wan �lrLLr lr l'ir -�-1'r l�f �lf ll ,L''h �r J �`" -�I� T' �� I; ,.Eb I 7 11 � I {,• �'r4-��+ .��I II N. I� II I! �� 1 i ! c ' 7 It ! �NON-CONFORMING REVISE&RESU6M17 -�5 J15 J- J5 J,� J� - J'15 J5 5 J� ! R 1 R 1 I J - -� J5 J J5 -' -15 J; 5 'I I+ I it � 1 �r 1' l - JL_.-_. 1 -4--_:____A_-_h_IL-1. it I ...---2-- i1 _..L_ -}: _..u__ H k II !: I ! BYp_ '✓t.exa r�k•ix Oa[e 6/"2✓�- h MIIBRANDT ARCHITECTS ij J2 � °'S li i S� J� J!� R 1 R 1 ii 3 !I II `i i i it ! iI it R 1 R 1 I . P U .11.1 JlL__ i:. ,I II II I II .__LJJ JI-- J1 �B T 7IEB61 r"1�J'S"1-"I !! !i II I 1 I h( 6/'J8-y JIi1 Ji1 I i it II I !I I !; __1 J2 J7 J2 J!2 J JI2 J2 'i! -- I E1 !LIB 1__ _-, ,l it II ih, JB 1' ;! l ! I ii II I II 11 i� I I I ii it j 11 I 1 1It ' II l i i! Ii I !, PORCH FORCH IMPORTANT-r I I REFERENCE INSTALLATION 1---11-1/S RFPI-20 e 1 9.2"O.G.-I I--11-1/S RFPI-20 5 1 9.20.0.- GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-403(MAIN) - LFGFNI7: POLYGON 5415.2 ABD BASEMENT WITH JOISTS � r � � Pit Mrk s I Materiel I Y7rdth Depth 16rade�Qty I Gut Lth I Tot Lth Filler blocking is not structurally rec{uired provided both �`� �� k �-� �.� ,� �� ,t-� �• HANGER GALLOUT J2 RFPI-20 1 3/4 1 1 '1/a b 1 4 b4 -J015t5 aY'e GOntInU0U5 y laterally SUppOrted by y "+' i'' a �/ J3 RFPI-20 1 3/4 1 1 r/8 44 20 880 connection to the sheathing at the top flange.In s- ® =SUPPORTING P05T J4 RFPI-20 1 3/4 1 1 rya a 2 a addition,the joint in the sheathing shall be positioned � � � � a`1`. C O M�d N Y Js RFPI-20 1 3/4 1 1 r/a 13 4 over the center of one of the two top flanges to assure =P05T LOAD ABOVE R 1 OSB Rim 1 1 1 T/8 9 lb 15244 ' shear transfer between sheathing panels. R =RIMBOARD 61 BIG BEAM s 1/z 1 1 rye z-1E 6 6 5 930 JEAN ROAD LAKE OS1^IEGO,OREGON 97035 (503)858-9663 B2 BIG BEAM 5 1/2 11 r/b 2.1E 1 16 16 � Flanuwian LB =LVL BLOGKING Bs BIG BEAM s 1/2 11 '1/5 2.1E 1 14 14 ssmi g ,-n4- z-v,s' zw,s• z_vz- us PLAN DESCRIPTION/NUMBER:3413.2 ABP BASEMENT WITH JOISTS 45 =JOIST BLOGKING B4 Ri[11QLam LVL 1 3/4 1 1 rya 1.5E 1 20 20 rvals°auny Bs RigidLam LVL 1 3/4 1 1 rya 1.5E 1 1 4 14 Requirements I.Ain Ma` Min Max Mn Max Klin Max Min Max CUSTOMER: POLYGON 4 =JOIST GALLOUT B6 RigidLam LVL 1 3/4 11 '1/5 1.5E 1 4 4 DBL I-JOIST PMITHOUT FILLER OONSTRUGTION 55: r e- z ,e' r zti' n z 24- PLAN DATED: 1 1/23/1 5 ,J51 ELKS 1.'15 LVL 1 3/4 11 '1/5 1.5E 20 3 54 N.T.S. P°`a'"1101' B =BERM FLUSH w/J015T °'°+,Zd s e z "° 24- S DESIGNER: KAM/L.H5NDER50N PATE: 11/21/13 HDR =HEADER(BEAM BELONI JOIST) Accessories H1 MIT41 1.88 21 - - -- DBC=BERM BY OTHERS 142 MIT1 1-be-or-ITT1 1.S526 -.- - - 5-4Q3 MAIN SHEET:2 of 3 ROSEBURG FRAMING SYSTEM' °:„ �.,;I>'�,';,tI•I.r..., PACIFIC LUMBER COPYRIGHT 2U14 duality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. souv 5Locs Al_L The plans maynot be re used or copied,in whole or part,without written permission from Pacific Lumber ■g /� �p ®, �pyw ® /� 'I� �I� Ro=_TSFRo^AeovE Gom an.which retains copyrights to,and ownership the plans.Use of these plans byan other IGI®F'i"►1VI L tl L Bt'GI®a\I 1!!1n � T08EARIN66ELOIY. P yP P p y INsrALL scz�ASN eLocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSFBURD FOREST PRODUCTS ROSEBFJRG FOREST PRODUCTS o ! ttc,FD • RER DETAIL i d.MArGN GG 1 ,III GEARING nREA OF OLOGKS copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include / seLor TO penalties of up to 520,000 per work infringed,and 1 00,000 per work infringed willfully. ` 1111. 4 .. /�, �Or RO5FBGRG FQRf:T PRODVCl5 I'r\�� ; " CONTRACTOR NOTES: DESIGN NOTES: e,�,�..,:e•o.< " 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR u<ikr.:N:Ina.tms.Rgr.'.m7Jm^:''co1-q rcnlcv Ira,..r,n5,r.5'ro Ni m,.l,•.r.. (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPs BLOCKING PANELS 011TH BEARING INALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.T.s. 5.1.5. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL psf LIVE LORD SHEAR WALLS 1 1 2psf DEAD LOAD SLEEPING AREAS: TH/5/5APLACEMENT PLAN ONLY: SOpsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD 9-1/2 RFPI-20 @ 16"D.G. 9-1/2 RFPI-20 e 16"D.G. Architectural/Structural plans.Verify all START START shear wall blocking placement and connectors ROOFLOAD/N6: I I Purchaser responsible for approving this 25psf LIVE LOAD FRAMING I I FRAMING ayout prior to any construction. 1lpsf DEAD LOAD HERE \ PATIO 1 1 1 1 PATIO / HERE 11 1 ,u Ra 1i i II ii li I ii l—R�-ii l! II Ii Ii iI I __ __-----I—! !; I �' !I ��r —�1— IFS o'— ii -!- ;; I 1 I I !i I II II II I ! I 1— I � 1 II ! i ! i { !i 11 1 � '! I! I II I I it 1! it Ii I it ! !i 1i i I; jl ! iI ! i II III I 1i I I ! ! ; I ! Ii I ! 1 ! ii I l I ! I ! !I I ; 1 1 i, !! i! I 1 II ! ! II l I; I it ; ! ! 1 I 1 II I !1 CONFORMS TO DESIGN CONCEPT III i �I I i! l I I i I it i !! II j I; II I '' 'I I I I ! '! I j i1 ii ! LI ! II !' ! II ! j 11 '! ! 1 I' II 1 ! ❑ CONFORMS TO DESIGN CONCEPT WITH j j i ij " 11 it l I 11 II I I REVISIONS AS SHOWN I I ! i! I " I ! I _: --�, :_ _— —- �-. __ -�. ,_ - _--,-, ----.1..---4,-,=-: -/,--- --,-7--, -,---- - -- 0❑ NON-CONFORMING-REVISE AND RESUBMIT �I ! i i i � � I Ii I -,.... - II I. '1 1 j !i1 .II I! I I I I !! l ! ! 1 ! J3 ! I J I !! ! I I 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I I I I I! II I ,I ! I I !{ J1 J11 II ! i1 Ij u ! i 111 J'l l ! i ,I h J11 J 1 1 J 1 J!1 11 11 J'1 J'1 J 1 1 It J 1 I ! I II I !1 11 J 1 .11 1 J'1 . 1 J 1 Ji 1 J:1 J'1 J 1 .11 J11 J 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 1 I II I i II II 11 I II i I I1 i II II II i iI ll F.1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ! 1 ; ( u ! 1 II ! DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 1 I 11 11 1 1 11 II I 11 I 11 1 II I I ;! 1 I I 'I !' i II l OVER THIS SHOP DRAWING. ! ; ! !I 1' II I r I I ! I I !I ! 'I ! I ;I 11 I ' !1 I ! I ! 11 I I 11 ! II ! R1 R1 ! 11 ; II ;1 I II II Ij I ! By: Arnold R. Solomon Date: December 4, 2015 II I ! 11 i J�2 J!2 Ji J2 J2 J2 J J J J., 2 J2 J. li J''2.12 J2 J' .12 it I , 11 I; ! ! 1I I I I! I ! ; 1I I I Ii , I1 Il CT ENGINEERING INC I I1 ii Ij 1 { 11 II I ! !i li 1 1 1i it 1!J— I flhHTi.CA. -_� _ _.I ! I II II IT ;I 1 I !I i 11 - I i 11-t Ij ! I ! 1 ! it — �. 11 II./ II (i J� I ! I BY F55x'a Fukui Date Eli:15 ! I.4 �_ 1 II e.441 1 11 II MILBREANDT ARCHITECTS IIt�1 I PIii ii II i it 1 l II Il it 1 • ! I; I 1 l J4 II III 11 J4 I ! i 1 1i ii lI 11 l jl 11 I! ii I li ! II 1i ! I ! !I li li ! ! I /j, it111 !1'—!� --_- —iL-_i,I B ii Imo-.:: '- 1 1 1 I IMPORTANT.? 1 I REFERENCE INSTALLATION PORCH 1 1 PORCH GUIDE FOR ALL FRAMING 1 I DETAILS AND I-JOIST INFORMATION LFGFNl7: PL 1 5-403 (Basement Floor) ES U. 9` � POLYGON 3413.2 ABD BASEMENT WITH JOISTS s s �' Oa ' /� 1.-\\*,- ( H }--=HANGER GALLOUT Mrk#I Material I YVidth I Depth 'Grade Qty]Gut Lth I Tot LthPac ' ' ®/ =SUPPORTING POST RFPI-20 1 3/4 4 1/2 1 5 24 3 J ', 2 RFP!-20 1 3/4 4 1/2 4 34 30b06 BASEMENT FLOOR JOIST LAYOUT TRUSS.J COMPANY M A N Y e) =POST LOAD ABOVE 13 RFPI-20 1 3/4 4 1/2 1 22 22 SCALE: 1/4"= 1'-O" ' R -RIMBOARD J4 RFPI-20 1 3/4 4 1/2 1 10 10 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-4663 LB =LVL BLOCKING J5 RFPI-20 1 3/4 4 1/2 1 4 4 J6 RFPI-20 1 3/4 4 1/2 2 2 4 PLAN DESCRIPTION/NUMBER:3413.2 ABD BASEMENT WITH JOISTS JB =JOIST BLOCKING R1 05E3 Rim 1 4 1/2 5 16 80 CUSTOMER: POLYGON J =JOIST CALLOUT 1131 BLKG RFPI-20 1 3/4 4 1/2 26 3 18 PLAN DATED: 11/23/15 8 =BEAM(FLUSH w/JOIST) 132 BLKG 1.75 LVL 1 3/4 4 1/2 1.5E 26 3 18 DESIGNER: KAM/L.NENDERSON DATE: 11/21/15 HDR =HEADER(BEAM BELOW JOIST) BBO=BEAM BY OTHERS Accessories BASEMENT H 1 I THO 1 14 5O-or-ITT4.5 4 PL 1 5—4®3 FLOOR SHEET: 1 of 3 POLYGON 3413.2 BD(BASEMENT WITH JOISTS) 14" OPEN WEB JOIST @ 19.2" O.C. PL15-402 UPPER 11/27/2015 MOVE JOISTS +1— 4" TO AVOID PLUMBING 0 Products q N PIotID Length Product Plies Net Qty o q 9-08-00 <START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 rn RM1 34-00-00 1"x 1411 APA Rim Board 1 1 -IRM1I RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT ,_:, -_— .-_ r ___1 Plir,"Iiiiiiiimi rrr iI RM1 8-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN HVAC RUN i RM1 7-00-00 1"x 14"APA Rim Board 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT ! ° RM1 3-00-00 1"x 14"APA Rim Board 1 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE !- BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE H >. '` la' I lion �' !r 1 DESIGN DRA/RINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ( BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 By: Arnold R.Solomon Date:December 4,2015 ry ry N N N N N' N • 1 CT ENGINEERING INC p p ;p "o p :o o ;o 0 in in in ,n ,n N .� 'IIS BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 " " j" "` `� "' "` o o . o . . I� , BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 "I il- BKI 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 t:1 CONFORMS TO DESIGN CONCEPT C N1,5STODESIGNCONCEPTWITH {[; BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS NOTED 0NON-CONFORMING-REVISE&RESUBMIT ILII BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I '- 7o s I !I � � N s-'!,:=','.:`''''"'` �f {£�, , I, BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 eY« F a F< ,nF i- ° BM3 21-00-00 BBO1 1 1 MILBRANDT ARCHITECTS (E\ 6, 4 oo ' �p. BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 131311AIo>•lISI 15:3 1111111111•11 O 1.1 1, M EH -0'14°— I 1 0 ACCESSORIES QTY , i IRM11 THOL7140 2 44 _i 11111111111 I I 1 ,E © HUCQ1.81/11 5 HVAC RUN i !E1x14 OSB RIM FOR SHEAR BLOCKING 25' t. min M�.. s'. ...: ..- I`cai'�.... Ate: F.:... L,�.. ..:!'.'. �. 4(>. -2� i — ' ' 'it'.. iA viii M� � -R Lki I N FLOOR LOADING ,i I BK1=BLOCKING •O r+10 • • • • p p ,„. ', CO i I _�_ tl RM1-RIM BOARD 40 LL LI. 112 LL LL 'C) c p -9 o o u o f v j'IRM1J 15 DL 1 L` 'LL 1 1 REFER TO STRUCTURAL PLAN FOR ADDITIONAL Ai r n 1 n POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. m Ion SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 !1 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I , jE I II FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I ` p- , 1___. _ ilm111 117-- BM6 IBmJ 611 1,0, __ 1 U , -1BM31- RM1 IBM61- _ 44) 0r _ 6-08-00 0 � . -cr mir '''Cifi \Ip�''� START FRAMING HERE J. Fro i ,F . . x ¢K (((YYY ..., . & TRUSS ',` COMPANY DO NOT: Loosen, remove,cut or notch any part of the open web joist. ........---"--\111.110"-- \ c . JOIST WITH RIM SCALE: 1/4"=1'-0” on 24"x36" SHEET SHEET 3 OF 3 I ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED ��" 1:1 NON-CONFORMING-REVISE&RESUBMIT 34THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE s 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 Jeremy Pfaff Date 4/11/17 co MILBRANDT ARCHITECTS 6. \ . 1 / 11 • 1 I I I / SJ1 __. . . -_ SJ1 SJ2 00 SJ2 SJ3 __ ' : 1 __ SJ3 1.. u.. . ._ . ... ... ..!- .. • 1 ,_____ IT : . 1 C�.... ... _ 10'-9 1/2w ,_ e� u �. 9: 12 ,, . CV a O Nil C6 (3) .4 icr .. ,` ,. 9: 12 .. C4..,. ... -. .. C7 .... _ _Ccus26,21 ,. , 1.__A , . „u ,,,e i e 12 ,�..�9 ,t , I 1 I ®'10 SJ3 . . .. �Muszs A2 ,,, Mu , SJ3 . SJ2 •, Muses Musesim 9e1 + I SJ2 __ I � � \ I SJ1 L. CO '+ - 23 cr, I�—— tELt ? er) ." er — N i 1 MMIINIMIIIII Millhollft. — —3 Fr ...4 II Z2 6 2 XSJ 1 o so w / H 6: 12 1 >, D e i I i ii I I X X GARAGE ZSJ 1 .__I -4) ® CONFORMS TO DESIGN CONCEPT n rI CONFORMS TO DESIGN CONCEPT WIT`S s: 2 I�, `__J 1 REVISIONS AS SHOWN �- 3.' ElNON-CONFORMING-REVISE AND RESUBMIT' r I��V �' �op THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE a WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMAL;E WITH THE 8'-8" i 61-0" DESIGN DRAWINGS DRAWING. SPECIFICATIONS ALL OF WHICH MOVE PRIORITY OVER IS SHOP r .. By: Arnold R. Solomon Date: April 11, 2017 CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 04/06/17 PLACEMENT NLY.REFER TO TRUSS CALCULATIONS AND '"'': ENGINEERED STRUCTURAL .1 , ° , PROJECT TITLE., REVISION-1: DRAWINGS FOR ALL FURTHER 1 , INFORMATION.BUILDING � , a ,. ° al, 3413-2D LOT 138 NRT ONLY DESIGNER/ENGINEER OF RECORD a i � i `fir « - h RESPONSIBLE FOR ALL NON-TRUSS �� ' ��� PLAN: DRAWN BY: REVISION-2: ., r _' N'r `'. � '. ki, �, TO TRUSS CONNECTIONS.BUILDING :.� KD LUMBER-NSI N @ DESIGNER/ENGINEER OF RECORD TO IVI®�R- / CHECKED BY: REVIEW AND APPROVE OF ALLc0 MI,', DESIGNS PRIOR TO CONSTRUCTION. , S DELIVERY LOCATION. SCALE: REVISION-3: ,,,,. LOT 138 NRT 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.