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Plans (111) /1_...0 7,,, .-0/ ., — o©el70 / )(fin-Go.. i 4 I I I I J' i / LEGEND: L `�- �, ss SANITARY SEWER PaC i fiC g. ;' ; —s� STORM DRAIN comm nity if -II iif -- bti —w WATER LINE Design 12564 SW Main Street ~ 262.9 ® • MANHOLE Tigard,OR 97223 258 258.9 / 1 A2 ' [T]503-941-9484 — — — -__ L__ 10.96'.---47.e, i I I. 1 1 ■ CATCH BAS I N DATE: 1/15/2016 1 41110alb OP41,41111, v"omo".4-11 4. 24.00' —► • STREET LIGHT i0 , ,, ,` ��� 1 I I ^ c=cDocSTRAW WATTLE PERIMETER NO. DATE DESCRIPTION I I - REVISIONS EROSION CONTROL I — _ 23.36' I PLANT (3) STREET r___, r-- + - I I TREE: 2"CAL. STREET SECTION, SEE I 1 I I LI I ` GOLDENRAIN TREE/ © CONSTRUCTION DOCUMENTS 1 I I I I LI I -- - - KOELREUTERIA +---- - ----- - 102 1- ( PANICULATA ti 1 r � . j I I 1-HR FIRE I 4,190 SF I f I ,, p' \,. 1 SETBACK SUMMARY I RATED EAVES Iii 1 -,� FRONT SETBACK: 12' 1 I 1 BUILDING: 3410.2AD I 8.00' I ISIDE SETBACK: 5' I` i FF= 269.8 (� PUE • i STREET SIDE SETBACK: 10' 1 I 101 BFF= 260.8 I f ^. I r REAR SETBACK: 15' II / 1 1 260 3.00' I� I I i / A. -; PORCH SETBACK: 8' z62 111111111111111111111111111111,1—GARAGEr -...... I Il'� 9.00' ( j GARAGE SETBACK..: .,os :m-2�',, m _ u11 264_ I SI I p. O Q ii co MI 266 I �il_ i ��1 / �1I 268 PORCH I :1 I ----*L- N 1 -� ;�`` '® N LOT COVERAGE: ori 1 - .i A1 _1- "Klebb--- - 0 0 6.00' --- —.1 I24.39' 19.88 �-i', `"° - PUE — — 1 ' = _�`� LOT AREA: 4,190 SF - - _ -- -- �I, H - - . ,peroor. 'i RIVER ' '�1 i.ANNO f` VISION BUILDING FOOTPRINT: 1,449 SF O —� _ T, . - _ A� V �� 8.0, .` af CLEARANCE TERRACE DJ Ater \174:0711711711:1; -//�.I �� 267.0 TRIANGLE I COVERED PORCH: 49 SF NORTHWEST 0) - RA , � � �—/I�.i��. ♦ -� SIDEWALK V1i ` -�'rma���� `���_�"r WATER METER CANTILEVER LIVING SPACE: 0 SF s� 1S — �� "i' COVERED PATIO: 0 SF p 1.. PLANT (1) STREET .• STORM LATERAL M o� D i TREE: 2"CAL. 'S DECK AREA: 208 SF �� 28.00' KATSURA TREE/0. SANITARY LATERAL LOT 102 1 1 CERCIDIPHYLLUM '1" / —SS liba TOTAL COVERAGE: 1,706 SF PLOT PLAN 9, %lam►cs, ss 1 JAPONICA SW AMELIA STREET os ss grA0110101Ma��-..�>_•��M�iwi>tw_ , • 40.7 % ,res IMPERVIOUS AREA: 2,272 SF o E: irAper rtyrividrOArargaul vArmardirigrivAl )1111/1 Al b _ _ _ _ _ . _ „I 7 , _ __ _ _ _ _ _ _ _ _, 1 r__ _ ��- O ,,c, 3 AS C®G'vti.:' f f;ningr RIVER TERRACE NORTHWEST (503) 221 -1920 Date. 10/31 "'— PROJECT NO-: 395-037 251 W 6 Initials: C d- TYPE: CONSTRUCTION �!1(��, SCALE REVIEWED BY: PRE LOT 102 (R-7, MEDIUM) 10 20 co RIVER TERRACE NORTHWEST 17488 SW AMELIA STREET 1INCH=20 FEET n Z i 1 • PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" m "� quality engineered wood products for today's builder ^nwa,--� wir`�"n 'I� ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. wLm BwcK wu rhe plans may not be re-used orstocopied,in nle or part, plan. etof permission from Pacific Lumber RIGI DLAM LVL RI GI DRI M" aa.o-aeW.+ � Posrs erzon neove � m.,m�rP. , III ro BE..aiec BE�orv. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other \C Fm� ` �=r�=oA=�a os ,,,, • , product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or aosreulry FOREST PRODUCTS aoscaurre FOREST PRODUCTS -- copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include \\� eELon ro POST ABOVE penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed willfully. 1001.. B *NRFPFJOIST / VROSORIRO FOREST %�% IIIA MAIN FLOOR JOIST LAYOUT „.,,— SCALE: 1/4"- 1'-O" CONTRACTOR NOTES: DESIGN NOTES, �. ^,,,,,,,ntl 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,,,,,�I. m �m^d^-^�^�^. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI BLOCKING PANELSNITH BEARING NALL ABOVE POST LOAD TRANSFER DETAIL 5)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA n.rs. Nis. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD START START THIS IS A PLACEMENT PLAN ONLY. SLEEPING AREAS: FRAMING FRAMING 30psf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD (DOUBLE) 1 1-1/6 RFPI-20 0 1 9.2"O.G. Architectural/Structural HERE (DOUBLE) 1 1-1/8 RFPI-20 1.3.2"O.G. HERE plans.Verify all shear wall blocking placement and connectors ROOFLOAO/NG. 1-O" ®SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII J 1'-0" Purchaser responsible for approving this 25psf LIVE LOAD / about prior to any construction. 1-Ips(DEAD LOAD E33 R 1 R 1 63 1/{I !, I I. 14" 4 1 1 TI 1: j - -15 a I I ..�* Y 11 1 I I ( '•.I ii 11 1® CONFORMS TO DESIGN CONCEPT 1 1 1 I ❑ CONFORMS TO DESIGN CONCEPT WITH i 1 ii i I i1 i! REVISIONS AS SHOWN �11 .11 .,�!1 .1 .1 1 1 1 _!1 .,11 -I -I -f 11 _I J 1 ii _I _i1 li .4 1J 1 11 41 _11 1 1 �1 .1 -I1 J1 ,1 1 1 .,1 41 .1 -1 11 .j1 ❑ NON-CONFORMING-REVISE AND RESUBMIT 1 JI J ..I J I .. I' J J J J J I: J J �1 .y1 .�1 ,1 1 -1 �;1 1 1 -11 J1 J1 ..1 1 1 ..1 .�1 .1 ..1 J1 THIS SHOP DRAWING HAS BEEN AEVIEVYED FOR GENERAL CONFORMANCE R1 'I 11 ll 11 11 Q 1 WITH THE DESIGN CONCEPT DNLY AND DOES NOT RELIEVE THE ii FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 1 1 ! 1 iDESIGN DRAWINGS AND SPECIFICATIONS ALL OF'WHICH HAVE PRIORITY 11ii ! 1 :: OVER THIS SHOP DRAWING. 1 1 1 1 By: Arnold R. Solomon Date:October 29.2015 1 I CT ENGINEERING INC 1 11 1 11 L -LL AIL AIL J..BS!16 I1L..,4 ,k L�.x-. .03 4hL--.LL_,..�..�. J I. Ai d L__J, A L._. -- 1 L : A IL J 6l,L_J,,.._. 1@41L ,ALL�LL_J1L IL �-5gL ILJ.L dlI_ "`q"-1r rt rr 1r-1Y 1r 11r F lir 1�II"..-1; R1 1r 1Y 7 Ylr__--F_- it 7Y..'Ir_ 1`._. R1 Tr-Tr-7 r __ -T----1 r--"F yr �F rt — ..6 _6 4 _5 _6 45 ., 6 5 _6 46 45 1 I 11 I ! R1 R1 _5 _6 J5 -5 �5 - 45 ,.5 -5 5 46 6 1-- ..6 R1I I ii 11 I �R1 ! 1 i , 11 R1 1 11 -I- �2 I I. -15 '1 R1 11 I ,1 1 1 1 - I 1 4111B. ! 1 12 ;! 1 R1 Rt Ji 1 3 11 .I�4 II '-4 J4 Ii I !I 1 L =1i , I 1 12 12 i i I L ,� IL�\f IT � 1 PORCH PORCH 1 1-O. -1 k ____I-_21! 1,-O" ITI I LiIMPORTANTi REFERENCE INSTALLATION 12" 12" GUIDE FOR ALL FRAMING START 1 1-1/6 RFPI-20®1.1.2"o.C. START FRAMING 1 1--i/8 RFPI-20 0 1 9.2"o.C. DETAILS AND I-JOIST INFORMATION FRAMING HERE LEGEND: PL 1 (MAIN) HERE POLYGONON 9410.2A Mrk• Materiel mach Depth Grade sty cutLth rotLth DOUBLE T-JOISTCONNECTION SPECS pa C I-k umber HQ--HANGER CALLOUT B1 RIgldLan LVL 1 3/4 1 1/5 1.5E �E a q �� : B2 RIgldLam LVL 1 3/4 1 7/8 1.5E 6 6 Filler blocking is not structurally required provided both ® -SUPPORTING POST 53 RigidLam LVL 1 5/4 1 1/8 1.5E 20 20 I-JoistS are continuously laterally supported by & TRUSS -, COMPANY 54 DG BEAM 5 1/2 1 '1/5 2.1E 8 e connection to the sheathin at the topflane.In -POST LOAD ABOVE 55 BIG BEAM 5 1/2 1 1/a 2.1E 16 16 gg B6 RIgicLam 3 1/2 1 v6 2.0E 10 10 addition,the joint in the sheathing shall be positioned R -RIMBOARD R1 055 Rim 1 1/8 7 16 112 2over the center of one of the two top flanges to assure 10515 SW ALLEN BLVD BEAVERTON,OREGON 41005 (503)555-4553 R199-20LB -LVL BLOCKING J1 RR-20 3/4 1 1/5 45 20 500 shear transfer between sheathing panels. J3 RFR-20 3/4 1 1/8 PLAN DESCRIPTION/NUMBER: POLYGON 3410.2 A JB -JOIST BLOCKING J3 RFF1-20 3/4 1 v6 - 2 14 28 1 28 25 Flange`""" CUSTOMER: POLYGON J -JOIST CALLOUT J4 RFPI-20 3/4 1 1/8 2 6 12 ,- ztne zs,e 510 svz Js RFPI-20 3/4 1 1/3 2 15 32 ..� PLAN DATED: 10/21/15 hlail Stoma B -BEAM(FLUSH w/JOIST) J6 RFPI-20 3/4 1 1/8 13 4 52 Requirements Mm ma am a a- au am mss am aa. Jet SLR&1.15 LVL 3/4 1 1/5 1.5E 32 3 46 DBL I-JOIST YNITHOUT FILLER CONSTRUCTION e� z to z to z za r Ea z za DESIGNER: KAM/L.HENP5i 5CN DATE: 10/25/15 HDR -HEADER(BEAM BELOW JOIST) BBO-BEAM BY OTHERS Accessories N.rs. 14H88MIT11. -or-1771 108 22 PL 1 5-3 5 6 (MAIN) SHEET:2 of 3 H2 MIT4119 6,,s7= � PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM' amµN- quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. °"-'"°"' wuv 91"OGK ALL The plans mayinot be recusedigh sto,a dIn ownleor part,he pl n.Ue written permission from Pacific Lumber RIGIDLAM•LVL RIGIDRIM" Posrs P,xon neove .....;°ru, ,I To eE.Riwse.o., Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other -<M,�,,,,a, wsrwG AREAw FBoccs „p- � ,III PEa oern,l.is hnacw product supplier other than gee iLumber Company is ghtAstrictly prohibited.Unauthorized use or RosFiulNd FOREST PRODUCTS AOfEaVRca FOREST PRODUCTS -- - - eeLo$no AREA of e�oces copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include �� ' `� i BELOn To POST neove penalties of up to$20,000 per work infringed,and 5100,000 per work infringed willfully. ,11/11 r4,'P' RFPFJOIST oor. - .4.--- .. ,,,,=., 1,1)r„,-,-,o� CONTRACTOR NOTES: DESIGN NOTES: .Prom=.ten. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,p� tro„^ ^ ,gym -^= '^° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .,w (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPs BLOCKING PANELS rvITN BEARING NALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 N.r.s. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf EE OD SHEARWALLS 1 2psf DDEAD LLOAD SLEEP/NG ARE/45: 771/5/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in conjunction with 12psf DEAD LOAD Architectural/Structural plans.Verify all START 9-1/2 RFPI-20 e 16"O.G. 9-1/2 RFPI-20 a 18"O.G. START shear wall blocking placement and connectors ROOF LOADING: FRAMING 1 FRAMING Purchaser responsible for approving this 25psf LIVE LOAD HERE \ PATIO 1 PATIO / HERE ayout prior to any construction. 1 Tpsf DEAD LOAD II R1 R1 1 I ' 1 1 1 ! i. 11 ® CONFORMS TO DESIGN CONCEPT I 43.13 JB 43 J3 43 J3 43 t JB JB J31 1 J3 43 J J3 J J3 43 I 1 El CONFORMS TO DESIGN CONCEPT WITH I I i I I REVISIONS AS SHOWN I 1,I,i I lI 11 I ElNON-CONFORMING-REVISE AND RESUBMIT '_ - _ ! ! THIS SHOP DRAWINGG HAS BEEN REVIEWED FOR GENERAL CONFORMANCE — -"r—"* b 1 be. II =a+c' WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE • ii ! FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 1 J1 J1 .J1 411 J1 .11 J1 ..ii J1 -11 J1 J2 J2 ,• J2 J?J1 .11 J1 —11 Ali J1 41 J1 4!!1 J1 4:1 J1 41 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF YMICH HAVE PRIORITY OVER THIS SHOP DRAWING. R1 1 I I 1 11 21 Ii ( I By: Arnold R.Solomon Date: October 29,2015 '' Js ! CT ENGINEERING INC R1 ; R 1 J-1 I Q CO DESIGN CONCEPT CONFORMS TO ,-1 — -- --- — El CONFORMS TO DESIGN CONCEPT WITH I I\ = _ — -- — — -- REVISIONS NOTED / I' IIIII _ I ❑ NON-CONFORMING-REVISE&RESUBMIT ..2 J;7' ••�J2 42..2 J2_b 32 y12 J2 Jis J P jr J ! 2 le THIS SHOP DR4'NING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE li `I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 6i.I ! ! 1[I ' FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE k PRIORITY OVER THIS SHOP DRAWING. ;) it By Jeremy Pfarr Date 10/16/15 i I• d j J4 II !I xAOr MILBRANDT ARCHITECTS I I,'' 1 I ' 1 U2 =• 1L � LJ�i� �� 1 I I PORGH PORGH I IMPORTANT.! REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-356 (BASEMENT) LEGEND: POLYGON 34 10.2 A Mrk* Material Width Depth Grade ON Cut Lth Tot Lth 0—-HANGER CALLOUT J 1 RFPI-20 1 3/4 9 1/2 13 22 286 pacifi F+, umber J2 RFPI-20 1 3/4 9 1/2 11 24 284 BASEMENT FLOOR JOIST LAYOUT ® -SUPPORTING POST J3 RFPI-20 1 3/4 9 1/2 11 10 1 1 0 D TR 1 I S C - COMPANY COMPANY -POST LOAD ABOVE J4 RFPI-20 1 3/4 9 1/2 1 12 12 SCALE: 1/4"- 1'-0' Ot 1% V �7 *J J5 RFPI-20 1 3/4 9 1/2 2 2 4 ,. R -RIMBOARD B1 RIgldLam LVL 1 3/4 9 1/2 1.5E 1 10 10 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)855-9663 LB -LVL BLOCKING 52 RididLam LVL 1 3/4 9 1/2 1.5E 1 16 lb JB -JOIST BLOCKING JB 1 BLKG RFPI-20 1 3/4 9 1/2 26 3 18 PLAN DESCRIPTION/NUMBER: POLYGON 34 10.2 A JB2 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 22 5 66 CUSTOMER: POLYGON J -JOIST CALLOUT R1 0513 Rim 1 9 1/2 5 16 80 PLAN DATED: 10/21/15 8 -BEAM(FLUSH w/JOIST) NOR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: /CAIN/L.HENPERSON DATE: 10/28/15 H1 ITHO 11950-or-ITT9.5 5 880-BEAM BY OTHERS PL 1 5-556 BASEMENT FLOOR SHEET: 1 of 3 1 or e POLYGON 14"OPEN WEB JOIST @ 16"&19.2" O.C. POLYGON 3410.2 A PL15-356 UPPER 10/28/2015 I Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 O..START 19.2"O.C.HERE THIS AREA IB"O.C. RM1 34-00-00 1"x 14"APA Rim Board 1 1 23-06-08 " ••• 9RM1 24-00-00 1"x 14"APA Rim Board 1 1 , 13-01-00 L RM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +/- 4" TO c RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING of BK1 19-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 III BM9 15-00-00 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 2 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I, r ,� cH rn rl co r1 M aJ ! LL LL �',� LL LL LL LL iLL U LL BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ® CONFORMS TO DESIGN CONCEPTI BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 LL ILL ILL LL 0 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 REVISIONS AS SHOWN BM7 21-00-00 3-1/2 X 16 BIG BEAM 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT re BM6 21-00-00 7 X 18 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 WITH THE DESI A CONCEPT ONLY AND DOES NOT RELIEVE THE ■III0 BM13 3-00-00 3-1/2 x 9-1/2 BIG BEAM 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ii ' , BK III DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY - -• ;�p_.a.,w __- OVER THIS SHOP DRAYIING. ° v. 2-1,!,-1 I -� <0 I0 10 1_ IBM21 ACCESSORIES QTY By: Arnold R. Solomon Date:October 29, 2015 I s j m E Q TH017140-2 36 CT ENGINEERING INC ' —_ ,I��, N■IN• � ° RM1 m © HUCQ1,81/11 3 -. 6- 8 1x14 OSB RIM FOR SHEAR BLOCKING 28' O », L•itll � A � _: 0 CONFORMS TO DESIGN CONCEPT - - �BM1 © TFu71a 1 I D CONFORMS TO DESIGN CONCEPT WITH o REVISIONS NOTED A 551=BLOCKING FLOOR LOADING, o NON-CONFORMING-REVISE&RESUBMIT o o 0 o RMl=RIM BOARD 40 LL 15 DL THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE LL LL LL tLL WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE IBM3I REFER TO STRUCTURAL PLAN FOR ADDITIONAL FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN LL N Mil POST TRANSFER BLOCKING DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE L E , AND SHEAR BLOCKING REQUIREMENTS. PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 z ,o� ■ II e I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I MILBRANDT ARCHITECTS u_ u_� I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I �.LL o LL�� I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I I , . . IEIi matc 4 RM1 I ® 1I 1� A ii m tF' m OWBM9 _ 4 „.,.,,,_,.....„.„,__._,_=„1 V OVE JOIST 4 RFiUAE NG IIIA/ I `I. II liw DO NOT: Loosen,remove,cut or notch any part of the open web joist. Pacifi umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET a TRUSS COMPANY SHEET 3 OF 3 11 . POLYGON 14"OPEN WEB JOIST @ 16" &19.2"O.C. POLYGON 3410.2 A PL15-356 UPPER 10/28/2015 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 THIS AREA 16.0.C. e <START 19.20.C.HERE a RM1 34-00-00 1"x 14"APA Rim Board 1 1 OVE JOIS1 FORHCR CONNED RON 23-06408 Q RM1 24-00-00 1"x 14"APA Rim Board 1 1 • 13-01-00 q RM1 12-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +1- 4" TO IRM1I I RMI 9-00-00 1"x 14"APA Rim Board 1 1 RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING o- BK1 19-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 :,� BM9 15-00-00 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 2 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 N- N-I ; BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 6.6_1` LLI BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® CONFORMS TO DESIGN CONCEPT co co co 0 0 co'lo 0 0 `lo 0 0 0 to o 11,n\V j g LL LL LL LL :LL LL LL LL LL LL LL LL LL 'LL BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ❑ CONFORMS TO DESIGN CONCEPT WITH CAN N N N BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN 00 00 0 o BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT BM7 21-00-00 3-1/2 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THEre BM6 21-00-00 7 X 18 BIG BEAM 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY A PO4-04311. BM13 3-00-00 3-1/2 x 9-1/2 BIG BEAM 1 1 OVER THIS SHOP NAMING. 1 :K1 •, _ - • r[y By: Arnold A.Solomon Date:October 29, 2015 I - –1BM21 vx . �� –F �� i l o. o I03 12_ J-V ACCESSORIES QTY CT ENGINEERING INC m LL O Q TH017140-2 36 6 108 Im T600= �I■ __,..._._01.° - 1/4„--, ® TH01781/11 3 I ���II 1x14 OSB RIM FOR SHEAR BLOCKING 28' ❑X CONFORMS TO DESIGN CONCEPT '?_0_'--"_meg--- PAN IBM1 –=I _ --. © TFL1714 1 D CONFORMS TO DESIGN CONCEPT WITH 1 r1 I� REVISIONS NOTED 1 p I I] NON-CONFORMING-REVISE&RESUBMIT ELI ' BK1=BLOCKING FLOOR LOADING I € RM1=RIM BOARD 40 LL THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I + 'o o o o o "o co 15 DL WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I': ': LL LL LL LL LL LL ILL FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN BMW _I 1 REFER TO STRUCTURAL PLAN FOR ADDITIONAL DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE T' LL 1 POST TRANSFER BLOCKING PRIPRIORITYOVER THIS SHOP DRAWING. M�0rgQ 1 L,11 I AND SHEAR BOCKING REQUIREMENTS. PfaffBy Jeremy Pfaff Date_10/16/15 MILBRANDT ARCHITECTS I_II I m m I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I 'ill E! m II ,.LL LL 0 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 11 II I. 'IBM:]_ :mg K1 o – -e_= --0--=,91 af-�_r L I 1_' 9 �or I �1 ITr RM1j o e 2 ,n 6 N1.1104 - m 9 _ - -,-. :M9 m FOR PLUMBING C -_�_ DO NOT: Loosen,remove,cut or notch any part of the open web joist. Pacifiii.umber i JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET 8. TRUSS COMPANY 1 SHEET 3 OF 3