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Plans (29) MS-C--" \--k— c`Li ?, \ t C�l SLS 0 `�� S C2 0 P'aaf'i umber NOTES: I-JOIST LAYOUT W/ix �i DBL I-JOIST nrtNouT num GONITw G'fbR DOUBLE I-JOIST GONN[ TpN 9PCG'.� f: & TRUSS COMPANY 'ALL BEAM SIZES PER ARCHITECT/ENGINEER 11 ® E�`.-• g y y W Q f%` .-ay. Piller blocking is not structurally requ red pLP.V.iSkGl_bo[h W J 'SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 11-7/8 RFPI-20 @ 16 0 C. --;� /-Joists me continuous) Ing at supported.I connection to the sheathing at the top flange.In Z W ---7- addittmethejoiM it.theshaathirtrplbepositioned 3. over the center of on of the two Lop flanges to assure m 10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING / shear transfer between sheathing panels. IZ BEAVERTON, OR REQUIREMENTS -.. (506)858-9663 1/4" = 1'-0" Scale ON 24" X 36" SHEET Q -t= .�". "m -"` _'°. o" m MOVE JOISTS +/- 4 TO AVOID PLUMBING r „r' r ,: T " °. x a o ` w PL17-290 CUSTOMER: POLYGON w I U clCl) LEVEL: MAIN PLAN#:80568 J0 O • START FRAMING HERE, 0 0 PAGE# 1 OF 1 PLAN NAME:AMERICAN MODERN G.L. D 0 DESIGNER KAMI HENDERSON LOT 6 i 0> DESIGN DATE:8/11117 SO FT: CL PAC.LBR.REV.08117/2017 ECD ARCH PLAN DATE.8/9/17 „2.5 1 . a PAC.LBR.REV. REV. -. Rt I I:. I I... 1- Ts'Ri N°c w -m TEy m m PAC.LBR.REV. REV. r E FL W G,.v c T g a w .2 "n"d a c y 8 LBmE die I-v 0.6 waUs.E3 xdE. c PATIO reF•=.2.a,=a >.5 t- >>.I�5. w cTio 0-RE,3 V w 3.pa o_ Main Floor Products °� rtdopto= UNTN 3L.!r Ba7N_ PIotID Length Product Plies Net Qty w„F.a,:-...5 8 6.g..'", B6 B6 B6 B6 B6 SKI B7 B7 B7 Ir [0 c E m m c U n J1 34-00-00 11 7/8"RFP/-20 1 30 at .a_r .��f:� c 7o.T c� a ® r a a .Bib r v a. i . c .. i ► aiF f.En D_a J2 26-00-00 11 7/8"RFPI-20 1 2 BK1 BK1 02 o 5"W t o BK2 y;0C ry"'.g, J3 24-00-00 11 7/8"RFPI-20 1 29 & ,* k. '=.1 E. LI _ U v J y E m o 3= J4 22-00-00 11 7/8"RFPI-20 1 9 BK, J5 20-00-00 11 7/8"RFPI-20 1 12 -0 a N o-o£ �-3 J6 18-00-00 11 7/8"RFPI-20 1 8 as o b s`_'d m°8 J7 16-00-00 11 7/8"RFPI-20 1 7 - - - ,— — ,' 2 E=a t c-g J8 12-00-00 11 7/8"RFPI-20 1 2 © B E a d g g D a"E H-J��OG2:"EgF2 B1 14-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 B2 8-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 R1 . 10 B3 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 BR B6 B6 B6 B6 B6 . B6 B6 -1 w 6 E- B4 14-00-00 BBO1 1 1 r — Z _4-,s BK1 0 C ? U ' B5 12-00-00 BBO1 1 2 & 0 v > Ela. B6 8-00-00 BBO1 1 23 s 4 1 S _ C. - I. L. r t4, T 4 c 2 0 > 0 7— U O B7 6-00-00 BB01 1 4 R1 BK1 c a a v R1 16-00-00 1"x 11 7/8"APA Rim Board 1 15 r Q 8 @ .' BK1 3-00-00 11 7/8"RFPI-20 1 70 O c w C o BK2 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 32 H-1:32 E"- >i, Z (1) 0 0) C a W 7 C-aro 03 OS Connector Summary W 0 m rn o° PlotID Qty Manuf Product Skew Supported Mtl * B6_ 4_ Bs t _ �. _ B4 _- _!Mini . _ _ OR V 0 0 H1 4 USP TH017118 1.5 RigidLam LVL 1-3/4 x 11-7/8 Ri 1f 5 8 0 N a H2 1 USP TH017118 - 11 7/8"RFPI-20 ( a S5 (f) 5..-O3mm ® CONFORMS TO DESIGN CONCEPT111010141 II N > f0= CO O uz P -- - -. ❑ CONFORMS TO DESIGN CONCEPT WITH —_= BK2-- �'� a N a REVISIONS R SHOWN III to ❑ NON-CONFORMING-REVISE AND RESUBMIT -- - - B6' _._ - BR --- __._- iiiiiiio ,- B6 - B6 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 " I�� " DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY �� I' a L. B g g Ls ", g m •iii ,9 OVER THIS SHOP DRAWING. _ _ : Arnold R.Solomon Date:August 17,2017 "'I I' 1311111 'jj I CT ENGINEERING INC BK2 BK2 ii e E❑ CONFORMS TO DESIGN CONCEPT IS 1' 4.) D CONFORMS TO DESIGN CONCEPT WITH m REVISIONS NOTED I l !PORCH I MP=RE®® Ri R1 El NON-CONFORMING-REVISE&RESUBMIT 8 11111 0I IS IMMO rc THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THE •1 ®®I G i '�`�"'_'��I''''���. WITH DESIGN CONCEPT ONLY AND DOES NOT WITHE THE iIII�_ DRAWIFABRICNGS, ENDOR OF RESPONSIBILITY FOR CONFORMANCEDES.ALLOF WITH DESIGN 'IC �� DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 8/17/17 MILBRANDT ARCHITECTS LEGEND : ALL BEAMS AND CONNECTORS PER ENGINEER FLOOR - H= HANGER CALLOUT DESIGN CRITERIA 121= SUPPORTING POST FLOOR DESIGNED TO MEET OR EXCEED - m® = LIVE LOAD vaso 480 DEFLECTION CRITERIA ,♦ - a -_ I -_ TOTAL LOAD 0360 J m ` / II-__ ........__, FLOOR LOADING BK = LVL BLOCKING REFER TO STRUCTURAL PLAN FOR �' �� z/�' = ADDITIONAL BLOCKING REQUIREMENTS. ., -, O �� \ il!�. LIVE LOAD 40 BK JOIST BLOCKING ADDL. MATERIAL CONSIDERED IN LIST. ��II��' �`Ilr\� SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. Ms, _ /Ir II T- DEAD LOAD 12 J = JOIST CALLOUT �w ROOF LOADING B = BEAM CALLOUT — "�`° = _____ „e,,,,,,,�,,,,,,,,,•,�„ "°" LIVE LOAD 25 DEAD LOAD 17 E] CONFORMS TO DESIGN CONCEPT H CONFORMS TO DESIGN CONCEPT WITH WO 0 REVISIONS AS SHOWN , El CONFORMS TO DESIGN CONCEPT NON-CONFORMING-REVISE AND RE2JBMIT 34314' 198. I. . ,,, n CONFORMS TO DESIGN CONCEPT WITH .--.REVISIONS NOTED 'e' THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL Cl/elm/Amu B 171 NON CONFORMING-REVISE&RESUBMIT WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE t l , FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE PPI DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY CAITY OVER,.SHOP DRAN. OVER THIS SHOP DRAWING. By MILBRANDT ARCHITECTS 1,8E 03 4 By: Arnold R. Solomon Date August 23, 2017 010140, * CT ENGINEERING INC LI 0 Min t.t. . , ; , ...... z.... i 1 .........., 0. N :it 7: 1, v. apt ammo V • V 7- 1 g L E '....' i„ 1111:7e 312 I A .04,14 111 CD um ,,,AA., M 5:12 i ...__ ,..; 11 .11H1111ye #.---, 4 -1- .4111 1 1- LA co I 4. nv4 'ciL-5' . 1 40 04 sok %owe %AO" el 8 5: 2 . if4 u - - . /1 .00-......." •- WHIP § 0 co 1 1141X1S3meri 4 , -r ea 3:12 om% - pailm-L___„, CIE 4 or ik t,..3 Qo z es ..... L. _.. 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