Loading...
Plans (54) /--7,57.722e/ 7- (7l,0/7 V/'/5( •te t Hof �� LEGEND. j I ,, fir nzs --- I ' C SANITARY SEW � - -t t _ .� �,. STORM DRAIN °� � -� ����,�v � ��� -- �- es�ga ; -= I 1— � — WATER LINE , ,�,: �--,„,..-::,,,•‘::::-: ',14,6: 292.0 12564 SW Main Street _ - '288 286 - �, 0 MANHOLE Tigard,OR 97223 293.4 292-' 294 [T]503-941-9484 - E CATCH BAS I N 9 $ , DATE. 1/22/2016 _ - °_ m- _ - , 22.5 ( _Y STREET LIGHT ' - ..�- $ 1 - 3 1�� i REVISIONS _1STRAW WATTLE PERIMETER NO. DATE DESCRIPTION '_ ---- 1 —f— X���J EROSION CONTROL 15.23' r,�l a u STREET SECTION, SEE k _ 24.75-_ ----- �_ ;I410 ,, _moi 8 ----- CONSTRUCTION DOCUMENTS - 1 F 4 I ' I I '' SETBACK SUMMARY I.' I 3. I I1 ' 136 1 00' FRONT SETBACK: 12' 3.00 1-1.-- - I I i 3,631 SF 1 SIDE SETBACK: 5' I BUILDING: 3413.2DD 0 137 STREET SIDE SETBACK: 10' 1 ; FF = 304.9 1� REAR SETBACK: 15' °' 1 �' ' BFF=295.9 ;I --� PORCH SETBACK: 8' T E 135 II 1 I `_L_ - Imo_ - GARAGE SETBACK: 20 I D 1 1 Imo__. _ __._ 296 ---___-_..- .- - __,_�._ _ _ - - -.� -47 2981 I , 1 -- GARAGE — I - 1 _ — I 1 I (N, 304 I-..._-_I -"----- _- i . __...� _ I o ____ - _ .__ I _ E�-- lr -- —__..__302 a) 1 � 1:0LOT COVERAGE: r— 1\-- I I I Ii PORCH �_.,-- — I 1 15 ''_6 00'%` 1 I f 20.00' 4 3 - LOT AREA: 31 SF 1 .2 ❑ -_ _ — �dP _ r / --,,--..._ .... RIVER �� PUE -- - _ -10.56' / _� --�� w -� w - _ - -� BUILDING FOOTPRINT 69 SF — TERRACE X . *-/-L- .• COVERED PORCH: 114 SF o SIDEWALK �- I sd _�_a �, �,, , ___- - �,` NORTHWEST o - -� 303.3 = - WATER METE CANTILEVER LIVING SPACE: 0 SF o to - --- - I _----- SD - COVERED PATIO: 0 SF -\,-- '\ STORM LATERAL 28.00' -- ',7:..---- ,. ...... __ _ : _ j DECK AREA: 147 SF 7 ---`--- PLANT (2) STREET D -/SANITARY LATERAL % LOT 136 N TREE: 2" CAL. , / I ^{,„, _.____ _________-_ S5 '` TOTAL COVERAGE: 1,730 SF KATSURA TREE/ STREET , PLOT PLAN __ CERCIDIPHYLLUM FOREST H°1-LOW \ ® ' _ ”=� k Le-, 47.6 % JAPONICA I._ ; ----:-.'-';'-C-1';--4--------11\1,\ _ i ` _... ? ,'1,.-,,,_____---. IMPERVIOUS AREA: 2,758 SF \N II —.__ ,-,:\._,,,_ ___„_' ii_______ „___-----N,H:Lrim Till:/:_____177.______ ( CITY F TIGARD �` i f°�� 711 i h P_ RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Planning PROJECT NO.: 395-037 O. O ..1. 2....±2.102 S 1 W 6 Date: TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 136 (R-7, MEDIUM) Initials: --A1(---- 10 20 RIVER TERRACE NORTHWEST 1 INCH=20 FEET 17456 SW FOREST HOLLOW STREET PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM ° K a � ° ^ °°� i quality engineered wood products for today's builder- These Y wa a 'll These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4. SOLID BLOCK ALL ,IIThe plans may not be recused or copied,in whole or part,without written permission from Pacific Lumber I GI®LAM LVL I GV D R I K ..4...., POBTS FROH AHOVE `� � ',7f,-47,21:. IIro BeARIk�BBLo�I. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other T:, -wuOSTASOVE. product supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or ,I�, / �P• _ . IPER verAlL,e.HATCN PP P y ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS G BEARING AREA OF BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include j `` ' BELOrI TO POsrABOVE. penalties of up to 520.000 per work infringed,and$100,000 per work infringed willfully. �i��04lit:*.' -' RFPI JOIST II��\� III R0.SF6t1RC-FOREST PRODUCTS Y-sh�I,E er� I� CONTRACTOR NOTES: DP5/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "'';`;'a;gip;;,:e!i,5,:•=o�'''',x 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR b:,,a.r MAIN FLOOR JOIST LAYOUTEXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) SCALE: 1/4"= 1'-0" 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPi BLOCKING PANELS r1TH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T.S. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD psf DEAD LOAD START START SHEARWALLS SLEEP/NGAREAS: FRAMING FRAMINGTH/515A PLACEMENT PLAN ONLY. 3opsf LIVE LOAD This layout i5 to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all HERE (DOUBLE) 1 1--f/5 RFPI-20 5 1 9.2'O.G. (DOUBLE) 1 1--1/5 RFPI-20 e 1 9.2"O.G. �' HERE shear wall blocking placement and connectors. ROOFLOAD/N6: SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII I@Purchaser responsible for approving this 25psf LIVE LOAD 1 2° 1 2" ayout prior to any construction. 1-Ipsf DEAD LOAD R _R1 B4 -4 I.. -Ji-- - � '1 -11- :,i I! 11-i`__�1T- 1 ,t-Tf'- --ill-iif__. :I , 1 1 I: ..4�._. J T_=Iii'. III rYI. I:! a1 ;1i :II ill :i1 +1E II in li! I ! it II ,,. II :1 ! ,: 11 1 .II 11 i II II tl IIS 1 I II i Il it it 1 1i ! II ! i! ! di (1 ' 11 I 11I '! 1' II' d' :I I dl M"-- it III •1 I Ill ! Hi ! 1 II ! li Ili 1 !: II I II II !11 ( 1 1 1!1 ! l N !II 11 II ' !° ! I ! i!! I !I I I I !! !l I ! Ili iii ;I ! 1 i1 II I) i III i i I ';l I ! I! i III ! ! !i! 1 ! I. i I I ! ! I it II li i i• ! ! 111 I Il 1 !i 1 111 li ! ! ! Il I! ! ! i ill 1 1 II CONFORMS TO DESIGN CONCEPT it 1; !1 111 11 111 i 11! it i li ! i I L i 111 1 ! 11 1 !1 Ili I i Ili I 11 I I ! 1 ! ill 1 1 !I 1' I 11 ! I ( III ! I!1 ii i 1 ' i 1 1 ! ill 1 i!1 !� I I 11 ll 1!' �l II i �� I I Ii'. 1111 1 i 111 ❑ CONFORMS TO DESIGN CONCEPT WITH !E1 I lil l i l i� j 1 ' ill i II Il ; 1, 1'I i ! ; 11 1 i REVISIONS AS SHOWN 1 1 1 ! 11 1 i! 1 ! 1i 11 1 ! 'I i li i I l,i ! Il, ! " ii: 1 ! ii I' !! ! 1 !' ❑ NON CONFORMING-REVISE AND RESUBMIT �!! I�1 1 !I i !� II E ( !II Il ; ! ! I i !, I III !I i I 1.'1'...:1'.I J, J3 J5 J! J5 J' J'3 J3 J J' J$ J J'5 J J J3 J' J J3 J JP 43 .- J5 45 45 45 4�5� 45 S .. 4. .3 J,3 JP J- J1 JaS 45 J,• J. J3 J3 J3 J5 J3 J. 5 J 3 Js J5 J• 43 J. JS J5 J J3 J , 4,:3 , 43 JO J3 45 J; 4,13 5 J3 J..5 Ja J3 Ja J'.3 J�3 J5 J'3 Jr J5 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1111 IJ �I II 1 l III I II it I I Ill I 11l i 1 SII ! i I I 11 ! WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 i1! 1' 1 1 li 1 j 1 1 II' I I 1 i i I III i F.1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE/11TH THE Ii I I I I II i; ! 1 1 II I II ii I! 1 1 1 ! i t 1 ! 1 1! 1 I ! i 1 I i' ii 1 ! 1 Il ! 1 I I I I I I ! !! ! !Ii I 11 I 11 1, it I Ill. I I ! ,I 1 1i1 I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ii i I' ! li I' I I li ! I 1 ii1 i 1 ! i i iii OVER THIS SHOP DRAWING. i i1 ! I I ;1 I ! II iii I 11 ( i i 1 l i 1 !1 I i ! lit iN 1 '1 I t 1 ! 1 ! ! !, ! i '1' I B Arnold R, Solomon Date: December 4, 2015 II !!I ! if, l;l 1 Il ii! Y! ! I 1i 1 !11 11 N ! 1!1 !l I I Ill X11 ! 1 11 II ! 1 1 1 I ! r I 1 1 11 ill Ili 1 I ! ! 'I ! 11 ; 1 1 I'i III 1h I 1 it 1 III ! 1 i CT ENGINEERING INC ' ! I i e : I ! 1 II II MI 111 i i' II IFI lit III Ill lIl.J11 ��. II 11 1 ._.I1. _Jo__1�!_1._______J J1L JIl L J1L Ii J' L JII IL iI JI J•I .11 JL JIL Jl, i I ! 'iI 11 °I ii 1 1'' 11111 , 1 1 i 1 ! ' H 1 r s •; I (I y ! ` I. �1p J A J13- J J ,I� , .. l -5 ___�I�r4 ..L__-_L __ I-�y. _._ .L_.,: 7,._.J�I`I1�1�L .11L.JIL...__I „..J -_..}I4._J' J -_._J�4 -J.U.-_- ®CONFORMS TO DESIGN CONCEPT 71� err �1c �11r 17i �I� ..,r 7!r l__IA-^.r-_.1- NI i t TT 1�r � f__ -,j't -__jI- ..._�_.. rY,3� 1..__._.�Ir.,;r__ �'�r lir lir-I,��1i�7'r_-_� �11r �..(.__ _1 r__-Fr__�r_'__'r�. 0 CONFORMSTOOESIGNCONCEPT WITH ! 1 I� - Y- .ly'1-s-sikY NON-CONFORMING N-ONS NOTED J5 ,1 J5 - J5 J5 - J11 1i -B' III JI i I I it !! -1 L T II p I -I II _.--0 II II IPi----Ir I! I - 1 1 R 1 II I �I J1' r✓ r✓ �r Ji5 Ji J Jt ONF G cENSESREs RESUBMIT - -- - 115 NON C ORMIN U �_� . J131 1! I I ! R 1 R.1 I! - _ a mss.Nt r I' I ! I ,i aro3r,.v ,ewe Da, e,zL 11 II RZ-1 :==a I i MILBRANDT ARCHITECTS �i ii I 11 II 2 J2 ".5 _ _ 11 Jj2 JI 11 I 1 1 1 R 1 , 41 l -I !i 1 R1 3 11.i 1 '' JrIl I Il 1 •' 1 II I !1 it 1 11 _1 R1 ! l I - It J1S-1-1``iB6i"LA3D TI II II iI II /'_It -:i::nl66 .11 1- li I i' II I i 1 1 11 !i if I I 11 1 ii 'i I' ..1 1;, J'1 J 1 11 ! !' I ! IE !I ! I! 11 i1 11 it i 1 li !1 i J JI1 J2 -IS 2 J!2 JI J1 'l !1 II �i I I� !1B 1l' __ - 1 i 11 11 1 ! 1 ! 1 1 II ; li I 1 C,-.'.'.: II I I I I l i !411 Ii 1 I II it R i i ! `� �� IMPORTANT/ PORCH PORCH ` REFERENCE INSTALLATION r--1 1-7/3 RFPI-2O 5 1 9.2"O.G.--I 1-1 1-7/5 RFPI-20 5 1 9.2"0.0.- GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-403(MAIN) ` LEGEND- POLYGON 3413.2 ASP BASEMENT NTH JOISTS hA I Mrk• Materiel Nildth I Depth I&rade ION I Gut Lth I Tot Lth Filler blockingis not structurallyre uired provided both .5( - �' ++0 rsmpg (H}-=HANGER GALLOUT J1 RFPi-20 1 3/4 11 7/8 3 6 18 I-Joists are continuously laterally supported by t t ;,_ it r '`°'OA u J2 RFPI-20 1 3/4 1 1 1/8 6 14 84 ,- 44i`�?° spa • ® connection to the sheathing at the top flange-In • J3 RFPI-20 1 3/4 11 7/8 44 20 550 t��, SUPPORTING POST J4 RFPI-20 3/4 1 1 7/8 4 2 8 addition,the joint in the sheathing shall be positioned ._� U S S ,'i C O M P A N Y J5 RFPI-20 1 3/4 11 '1/8 13 4 52 over the center of one of the two top flanges to assure =POST LOAD ABOVE ',„ Rt osB Rim 1 11 7/8 N 15 144 shear transfer between sheathing panels • - R =RIMBOARD 131 BIG BEAM 5 1/2 11 7/8 2-1E 1 6 6 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)555-9663 L6 =LVL BLOCKING IG B2 BIG BEAM 5 1/2 11 7/8 2.t E 1 16 16 / Fier:,,o.. B3 BBEAM 5 1/2 11 7/8 2.1E t 14 14 sheathing 1.5f4" 0.156" 28'16- 2-115 51Y'II 2' PLAN DESCRIPTION/NUMBER:34 1 3.2 ABD BASEMENT TH JOISTS J6 =JOIST BLOCKING B4 RIAIdLam LVL 1 3/4 11 7/8 1.5E 1 20 20 - . n1eospace9 B5 RigidLam LVL 1 3/4 11 7/8 1.5E 1 14 14 CUSTOMER: POLYGON J =JOIST GALLOUT B6 RigidLam LVL 1 3/4 11 7/8 1.5E 1 4 4 DEL I-JOIST!NITHOUT FILLER CONSTRUCTION ed m. r ta- 2 58- r 2a" 2' 2a- 2a- PLAN DATED: 1 1/23/1 5 6 =BEAM(FLUSH w/JOIST) JB 1 ELKS 1.75 LVL 1 5/4 11 7/8 1.5E 28 3 84 "''' N.T.S. 120p52 2" 15 1' .. 2a" HDR =HEADER(BEAM BELOYV JOIST) Accessories box DESIGNER: KAM/L.HENDERSON DATE: 1 1/21/1 5 H1 MIT411-88 .21 1 =4 0 3 MAIN SHEET:2 of 3 660=BEAM BY OTHERS H2 MIT 1 1.88-or-ITT 11.58 25 PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" "-'_'aK":'` '' :x fi quality engineered wood products fortodav'sbuilder••°" These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 20 1 4. SOLID ELOGKALL The lans not be re-used or co ied,in whole or art,without written ermission from Pacific Lumber ® �+ p ® �p g�, P may P P P IGI®LAM LVL IGIDIM rz-,,au, ,I' POSTS PROS-t ABOVE -t�,E�-I�,=, _ II� TOBEARIHG BELorv. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other nsrALL sr,), eLocics product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS 441111411/ :7,7.--- ;:,===g-. co in of these plans,Infringes rights under the copyright Act-Infringes face liabilities that include STABOVE. Copying P 9 99 �' / BEL-Ori TO POST ABOVE. penalties of up to 520,000 per work Infringed,and 5100,000 per work infringed willfully. `��Il��r •::= RFPI JOIST -� /��, `'� R0.SEBURO FOREST PRODUCTS I /, IIh • .<x.,,,° (I� CONTRACTOR NOTES: 12E5/45NNOTE5: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM PHAS 7r«•,-,.�„_«=•<� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ;,.:n.= �;«r «':txK.9 (UNLESS NOTED OTHERPISEI ,�<„„r-a.�„F<,.;�„ EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI•BLOGKING PANELS 15TH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.Ts. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)P 12 PROVIDE PROPER SUPPORT AT ALL psf LIVE LOAD SHEARNIALLS 1 psf DEAD LOAD SLEEPING AREAS: TH/5/5 A PLACEMENT PLAN ONLY. 3opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD 9-1/2 RFPI-20 e 1 6"O.G. 9-1/2 RFPI-20 5 1 6"O.G. Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOF LOADING: START I I START Purchaser responsible for approving this 25psf LIVE LOAD FRAMING I I - FRAMING Layout prior to any construction. 1 Tpsf DEAD LOAD HERE \ PATIO 1 PATIO .* HERE I i i it ! 1 I ,I i I! i , I � — 1 I I I � I ! ! I I! 11 I 1 I I; Ij I 1 Il 1 I1 , ( , I; i �� CONFORMS TO DESIGN CONCEPT I ii ( 1, I! ! I i , I ▪ CONFORMS TO DESIGN CONCEPT WITH li ! �; I � �I I I .Il I ! REVISIONS AS SHOWN - I !'-- — }'y - 4�!, _:----,----,--=‘,--:--",—_:_-:,— �I,_:_ :� ----,1--11-,_,.—` ._ ' ---9-.--,-..---4-11,--,--.,-.71.,-,-..—,-, _ - - • NON-CONFORMING-REVISE AND RESUBMIT I i I ! I " 11 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ' I� 1 1 I I I JB , J3 i � I! I I J''1 J'1 �1 J1 J 1 1 J1 1 J!1 l JP J 1 J 1 H11 J1 I ; ,i I ! -11 Jill J1 ..11 ,.f 1 j 1 J 1 J1 _11 J 1 JI1 ._!1 J 1 J 1 J WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 I I ! i ! • I i 1 I I ' -1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I i I I i 1 I I 1 I ! DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 1 I ! Il I ; II 11 I I ! OVER THIS SHOP DRAWING. 1 !I I! ,I I 1 R 1 R 1 ( H I j By: Arnold R. Solomon Date: December 4, 2015 J J2-1 J2 J2 ! _2_1 2 I J'� 2Jb 2 II J2J J2 J2 J2 I I ! �, ! I I� , I �i 1 If CT ENGINEERING INC I I I I I I !' i I ! I I�_-II I t I 11� - 1 �- I L 44t._ 5 - - _ -- CONFORMST DESIGN CWITH Il I 1 ❑RE , 1 ® --.-7 1 �i --_:! ® it ' I NO RMING EVISE BRESURMIT EEt 1• VISIOISN `; I I I I I NON-CONFORMING R I f 11 I !. ______----,g,,2------ it 11 J5{ 5 I 1/ . I 1 I I i1 By W nia-uku� Daft R(L E I �i I MILBRANDT ARCHITECTS I I ! I, J4 .I4 II I I 1 . I '! I i it I I I I 1 II 1 1 1 U I JB �--- 2�I n I1`. .. y II---1— .I IT 1 —l— I I I I I I I -- IMPORTANT./ l I REFERENCE INSTALLATION PORCH I I PORCH GUIDE FOR ALL FRAMING I I DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 5-403 (Basement Fl oor) � y t /�� POLYGON 3413.2 ADD BASEMENT WITH JOISTS 4, H}—=HANGER GALLOUT Mrk P I Material I Width I !Depth [Grade I Gt I Gut Lth I Tot Lth E =' v P y tom- M ® =SUPPORTING POST J 1 RFPI-20 J2 RFPI-20 1 3/4 q 1/2 1 3/4 9 1/2 11 5 24 q 34 360 306 &BASEMENT FLOOR JOIST LAYOUT �y US �' l`,- C O M P A N Y T ED =POST LOAD ABOVE J3 RFPI-20 1 3/4 q 1/2 1 22 22 SCALE: 1/4"= 1'-0" R =RIMBOARM J4 RFPI-20 1 3/4 F 1/2 1 10 10 5930 JEAN ROAD LAKE OSWEGO,OREGON'91035 (503)858-9663 LB =LVL BLOCKING J5 RFPI-20 1 3/4 q1/2 1 4 4 Jb RFPI-20 1 3/4 q 1/2 2 2 4 PLAN DESCRIPTION/NUMBER:5415.2 ABP BASEMENT WITH JOISTS J5 =JOIST BLOCKING CUSTOMER: POLYGON R1 OSB Rim 1 F 1/2 5 16 80 J =JOIST GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 26 3 IS PLAN DATED: 11/25/15 B =BEAM(FLUSH w/JOIST) J52 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 26 3 75 DESIGNER: KAM/L.HENDERSON PATE: 11/21/15 HDR =HEADER(BEAM BELOW JOIST) BBD=BEAM BY OTHERS Accessories H1 ITHO1 7950-or-ITT4.5 4 FL 1 C_ /� 0 5 BASEMENT SHEET: 1 of 3 •J "� FLOOR o m -0 ID r1, �craCA) � m z m ® o CA) w91 r )J CDe o -‹o ® ® � O y Xm Z iii Z 0 13 `°• ® ®°� 42'-0x' °,213 = o° N Ilio o 01CCC 4? a 'Cam• ISI► J1 CD . " .. _ ui • ar n. J3 m m m Q X17 rill c) n n m J4 0 ° I� a w N C mID -9 • N 9... FINFIT•1- 1 - :7QS! Et a .7. T ..„. JT _ I litlfr 8=81/2" 1-, C 1111 o — je (2) QICA.. —y, ` O OzzOmDwmzz i 1111 770�mmZm0z-)Z -0X ..CO - ijOZ0,°C0a cr O-QmC �mzwi-z< 4 • (4) V �— �' " a) zm„wzof„Ozmo '•n 17 OmpC-i�mm .12 ql1PIIIIIPPr �D ,Om—noWzxrZ73C m0 , ~ .�. gig `` ocr DC)oC8 xi AJ16 i _,-j,,A,,„ O OZcO CCf) _. -� Z OG7� I 1 L <, e i CI Flo '- /0? ,,..ir r - J2 A si) AIM: 00 ,' rill&1 ...a. 4 J1 , Lba.....-, 112 icPI cn N rsa qb ,:_ r 11;) S g c g _. � : © 11=61/2" CONFORMS TO DESIGN CONCEPT Y CONFORMS TO DESIGN CONCEPT WITH eN :1�81 REVISIONS AS SHOWP "'^"'-C-^"�rN.E EVISE AND RESUBMIT MINIM�- = THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE co 0CONFORMS TO DESIGN CONCEPT WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ®= n CONFORMS TO DESIGN CONCEPT WITH FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE "'- REVISIONS NOTED -4 v.- Q 0 NON-CONFORMING-REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY :: a, OVER THIS SHOP DRAWING. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE B Arnold R. Solomon Date: December 3, 2015 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN y PRAWITGS,SPECIFICATIONS AND APPLICABLE CODES,ALL OF WHICH HAVE ENGINEERING I N C PRIORITY OVER THIS C T SHOP DRAWING. V t By Alexia Fukui Date 8/12/15 _...-._ . -o. _ ____,..__. _ ___ ----- - ------ - - - MI LBRANDT ARCHITECTS POLYGON 14" OPEN WEB JOIST @ 19.2" O.C. 3413.2 BD(BASEMENT WITH JOISTS) PL15-402 UPPER 11/27/2015 MOVE JOISTS +/— 4" TO AVOID PLUMBING Products 0 o PlotID Length Product Plies Net Qty O 9-08-00 <START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 fr,-1/ , RM1 34-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT _ IR 11) 1--- D RM1 22-00-00 1"x 14"APA Rim Board 1 1 T ` I RM1 8-00-00 1"x 14"APA Rim Board 1 1 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN HVAC RUN 1011-1-1-.0----001 RM1 7-00-00 1"x 14"APA Rim Board 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT III RM1 3-00-00 1"x 14"APA Rim Board 1 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE „ "I BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 0TH THE DESIGN CONCEPT ONLY AND DOES NDT RELIEVE THE Iill! .•' :E has', aa,I BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ? 4 ' Rd of€el•' �, •. RIMII it1 +�IM OA _° ' DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY i/ BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. ,I BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 By: Arnold R.Solomon Date:December 4,2010 i N N N N N ,� BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 CT ENGINEERING INC o o 0 0 P7_ •to o o 0 0 . '� g ,� LI.. . . BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 �— BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS TO DESIGN CONCEPT I REYI ONS OTED IGN CONCEPT WITH yI BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 NON-CONFORMING—REVISER RESUBMIT BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 si: i BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 K ellll By� ,� Dal< 8:'JTS � ' BM3 21-00-00 BB01 1 1 MIIBRANDT ARCHITECTS BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 C 1 1 _H H r�iM�=A �'�•>,r�il�i—dile 3 u0-0e '��—A r: H A_H_A�1 ���.�.MU 10••I� •M iti-D r 14 A 0 ACCESSORIES QTY m•E• mm•E�•�•a Maa•c$TsE�•� ELM Ea BEE LM 0 V ■1111 111 ��� �RM1� ® TH017140-2 44 f r( ll!!! I „ @ © HUCQ1.81/11 5 HVAC RUN y i 1 II 'I 1x14 OSB RIM FOR SHEAR BLOCKING 25' 'IM •itA• g*E1 • E• • • 14. i 1 JU FLooDIN BK1=BLOCKING40 LL RM1=RIM BOARD 15 DL ii, Imo 11 • • L.,_ REFER TO STRUCTURAL PLAN FOR ADDITIONAL in POST TRANSFER BLOCKING N m m AND SHEAR BLOCKING REQUIREMENTS. li I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I Mil FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I gai NE ----- a== 1' I1111t77 III ---BM6 III IBM3j �BM6� 0 MB B !!.. .. .m. :=—' — ! 0 6-08-00 0 11 , �1 I`tj . ISMIESSIMENEMINMEI .= ""iimorcib.. ''''Ammem•••••=mmimmiiiii. ' a$ t s , I ,., <START FRAMING HERE J. & TRUSS COMPANY OOOYYY DO NOT: Loosen, remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET SHEET 3 OF 3