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Plans (415) MC-1" a0\si,- 013(act ‘2%sT- 5 Sv. �",\I•2.Q. -T-es.. . 7ACi. . 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE " 8/7/2015 8 Products 9-06-00 PIotID Length Product Plies Net Qty RMI 46-00-00 1"x 14"APA Rim Board 1 1 H RM1 28-00-00 1"x 14"APA Rim Board 1 1 Dt BOTTOM FLUSH WRH JdSTS� �BM1� RMI 17-00-00 1"x 14"APA Rim Board 1 1 v r ® c �,� 7 T RM1 14-00-00 1"x 14"APA Rim Board 1 1 I: 19i9-05�J RM1 10-00-00 1"x 14"APA Rim Board 1 1 q RM1 9-00-00 1"x 14"APA Rim Board 1 1 i RMI 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 1 N N N N N N N '8' N N N N N BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 0 0 0 0 0 0 0 0 0 0 0 0 o BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL LL LL LL LL LL LL LL LL LL LL LL LL ! .:g BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 m BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®coHHwMe ro oeswH coB BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑�" o'GNC°""° "" BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 °I ( /! � , , €€€I- , ❑ coxes e rt " i _ N N, �� /A I _u° ,," g _ - I ALL BEAMS AND CONNECTORS PER ENGINEER , F03 RMI �w�Alma w w"vanss A PB Y MILBRANDT ARCHITECTS i _ F03 II / ACCESSORIES QTY i 1--- © ���F01 ) ® CONFORMS TO DESIGN CONCEPT OA TFI414 24 I ❑ CONFORMS TO DESIur.WNCEPI WI in Y © TFL1714 1 a F04 REVISIONS AS SHOWN 1x14 OSB RIM FOR SHEAR BLOCKING 30' 17, b u NON-CONFORMING REVISE AND RESUBMIT HU412 13 RM1 1_�M1 YI E,' ,+Y� ® THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �. F05 Wig F09 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE IR o 0 ':i FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I F07 N F06 W -, DESIGN DRAWINGS ANO SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. I. F07 ? EisF06 a By: Michaela R.Petersen Date:February 10,2018 CT ENGINEERING INC BKI=BLOCKING 4oLL • POT m. F06 g RMI=RIM BOARD ` 15 DL F07 gll £E j F06 REFER TO STRUCTURAL PLAN FOR ADDITIONAL'I - • '• POST TRANSFER BLOCKING F07 F06 AND SHEAR BLOCKING REQUIREMENTS. l F07 F06 j I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I.ry,(y>• F07 F06 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. l F07 =. FOE FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA { F07 ill FOE z; .r—, F07 F06 DC � 4 N F074"..... ..2 FO6 SI i 1,21 F05 I F09 lipi F.__ v O F05 F09.I ,-0/ Pi 1 F05 SRM I FAalE , FOS11 v ' FO$ _g IRmii T- ``_" DO NOT: 5-07-00 ‘, Loosen,remove,cut or notch any part of the open web joist. — - . Paci Lumber JOIST WITH RIM SCALE: 1/4"=V-0"on 24"x36"SHEET - TRUSS COMPANY SHEET 2 OF 2 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE > 8/7/2015 sassalassmon Products 9-06-00 PIotID Length Product Plies Net Qty Ei "� RM1 46-00-00 1"x 14"APA Rim Board 1 1 iii,DOTTO FLUSH wires JOISTS RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1P 11 RM1 17-00-00 1"x 14"APA Rim Board 1 1 F -er T eF T RP or Q■ RM1 14-00-00 1"x 14"APA Rim Board 1 1 � ©1�-0905 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 F RM1 7-00-00 1"x 14"APA Rim Board 1 1 I RM1 5-00-00 1"x 14"APA Rim Board 1 2 V RM1 3-00-00 1"x 14"APA Rim Board 1 1 E N N N N N N N N N N N N N� BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 r' 0 0 0 0 0 0 0 0 0 0 0 0 0! BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL LL LL LL LL LL LL LL LL LL LL LL IL 2 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ct BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 tF BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 rBM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 T _.� 1 � 3K1, 1 ALL BEAMS AND CONNECTORS PER ENGINEER RM1 N (`B 2 1 A F03 II F03 ' Q I ACCESSORIES QTY i F01 \�/ QA TFI414 24 �� ® fro . .�- ( © TFL1714 1 F04 a ❑ ernarNs o�rz BevMeMxFsuern" 1x14 OSB RIM FOR SHEAR BLOCKING 30' �I RM1 fRM11 F04 l -- - --- - m "«::� 3 HU412 13 F a: ,. ��-- y�. �. ,' «e.�',mom (J I! -- .. a , 7 F09 ' F05 a, Alva,Ft'L me"now is ii MILBRANDT ARCHITECTS l iiik F06 '. F07 v a_ ._ F06 -_-=I F07 ® CONFORMS TO DESIGN CONCEPT _ If'‘.:. --< _ BKI=BLACKING ' D L F06 ® F07 D ❑ CONFORMS TO DESIGN CONCEPT WITH RM1=RIM BOARD 4U"- 66x, _ REVISIONS AS SHOWN 15 DL • F06 a- F07 e,2 ❑ NON-CONFORMING-REVISE AND RESUBMIT REFER TO STRUCTURAL PLAN FOR ADM I IONAN- - . �' -i.�e. THIS SHOP DRAWING RAS BEEN REVIEWED FOR GENERAL CONFORMANCE POST TRANSFER BLOCKING F06j FD7 NITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE AND SHEAR BLOCKING REQUIREMENTS. _ FABRICATOR]VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE c- $ • DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH WAVE PRIORITY 1 FO6 il 1 wigg F07 OYER THIS SRN OWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN —a By: MicMela R.Petersen Date:FebruerY/0.2018 { FOE II F07 (5) t CT ENGINEERING INC I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I IT _-- v F06 I A� F07 `I FLOOR DESIGNED TO MEET OR EXCEED L1480 DEFLECTION CRITERIA CM FOBgRi 1 F07 h FO6 F07 I o iiisi F06 MI F07 F09 F051 i �\ is F09 YNIt! FOS e F09 mom■ FOE N ' 111//' 1� 1 �liil . iEE33 • F08 ".- ® ,‘ re RNi Foe " DO NOT: 5-07-00 Loosen,remove,cut or notch any part of the open web joist. Pacific umber JOIST WITH RIM SCALE: 1/4"=1'-0'on 2412x36"SHEET & TRUSS COMPANY SHEET 2 OF 2