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If Z. lrlililrW augoLR CIIr iRf LUf2 :i .y:Y �iRIJJG FRAMING�,` .' syl•w :::.:.:.:.`:::_ • • TMs.'Rom and the 44.,00.arc eop111611ed under Federal Lam by Pacific Lauber Loop-any 2012. ii s. -e The picas Any not be re-used or copied Inu:oieorpart,mahoat:ar#isaperaiaNan from PaUtic Laugher ."—'•r••• ._.. welch retains to.and ���� �r ..<.a� other then Lauber gnat adax°°a [ }� Rt taL/a fiL L Rt taRi it.. 'I' �� swir ia`a.:�s coping� Abn3.MrIrip Mot.under the C.apyrk}C AcL MI-Hopes fare nabOtks thet Include M A i\ �I V ? +:!St'?o.�ETr xnsrMae6aoowiaooups _ __ penetpes of up to.20,000 per mock hdrMgedatd s100.000 por mock M,665441451f46 tOSERIROppegraWartegek ._..._ 1'/� lIl� BUILDING Lr 7 E 2 GOA'TRACTOR NOTEx r �A ..................... 1)VERIFY ALL FRAMING GONDITIOt45 TNS FLOOR SYSTEM NAS ..,., 2)ALL FOOT NISI PER DESIGNERS PLAN � TO MEET OR. (UNI-ESS NOTED OTHERPIISE) THE Lh/E LOAD rzrrfdraciacrNm.srmaeuaasrwLr,eovd: pour Lam:,TRANSFER DETAIL 3)ALL SEAMS PER DESIGNERS PLAN 7EFLEGT1ON CRITERIA Or L/4e0 212cern 4)USE CAUTIOONPIPSfEN GUT'I1NG�� FLOOR:LtlADlN6e FOR PLUMBING 40psf L1VE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 DEAD LOAD SHEARMA rS ot.seriwAltFAS, 30psf LVE LOAD ---= I i 12psf DEAD LOAD aooPLOAD/H6r 25psf LIVE LOAD 1',FM DEAD LOAD �1 R1 Ps-'1 R1I,�,� Ell., RIASED 577212.5 - eserael PAHO , - (._. ._ PL 1 2-1 47 (MAIN) 14rk s PATIO POLYGON -1,., Ylldth - -----•-•- --- .._- _ � _-- �� Ma1:eNeE Depth Grade Qty CI* Lth Tot Lth , i t I RI OowRRimt 9 1/2 7 16 1 12 �'__._____.-_...._.._••• _.-....4 ___-_.-_,__..- ,. �4.....__,__,' 41 RPM-20 1 5/4 4 1/2 4 ib 64 1 42 RPR-20 1 3/4 4 1/2 10 26 260 .1t r '0 - \J ,._,�4 -;;i .13 RPPF20 1 9/4 9 1/2 2 35 56 .-0 - '4 it ' .f' '' .14 R1'P1-20 1 3/4 4 1/7 5 22 110 ,1•=-.Ib- j --- ---_._ _ ;,__�- .15 P.191-201 9/4 4 i/2 1 8 a 45-t^-. .s B.Z.-..--± .'___-_3 1.__ ...______ ...._- 1 -___DZ_.__R _1RFPI-20 1 3/{ 9 1/2 1 8 8 - .16 RPrI-20 1 9/4 9 1/2 4 4 1b •.12 U V - 61 Rm I9ICLaLVL 1 5/4 4 1/2 1SE 2 14 26 0 J.4 W B2 RNLse LVL 1 3/4 9 1/2 1.5E 1 8 8 €z===-=====.4ALW2- -------. __ H c1 �_ _____- - .481 BLK6 WM-20 1 3/4 4 1/2 14 9 57 is ¢ `- _ "' _ .192 BLKS1.75 LVL 1 3/4 4 1/2 ISE 2 3 6 Accessories • O O NT ill4017450-or-nT4.5 6 *I rt h TL1 .12 - U. r--__-� 0000611611.10010/140/1 — - - ' - >L R-1 Ilt It T- R.1 ❑.aam,.aa,..a-avn s.ou.m ..-2 C\i t`7 H-..._—____.-_.-..---•-------J2 'fJ-.__,.._-__ ______.-.' __re..r...ma.....w+c • tlim Sftg aPa 12 ar sr J = .- __ u _ - hMILI?ANDT * MMTKTS 4 ® C]i€ORI5T0061Ci[WIYFpT • - J 0 C TODEMI WYd.3TMIK hS SIIDN ,.. ...---._.___.._..._i '• �..._.__..._._._J._ __.. __-' J1-- ----'- _ Si !' ❑ NBF• 19N6-AEYLS%MID RESOBIET • i ...- - l — Ens Elf EXAM AC dtif MAIO 42 LEML ae I Alf ae ACV OAK aLt as eco a 02•06152.E VI R t JS 2 'i -.-.-----•--'- - -.-- �— ruaeaeva a NA061011111.111061011111.111da 02•06152 ICA I: : 1 W 1 $2 R 1 i IBM 221/55 31=1551555a 18 a IM it1L9 AL CM cot 8111 ! /MPORTAN 77 --i - - her'`tav • c. `ams.1a 'eon uLM1omdw.I REFERENCE INSTALLATION i 4: 1�LT ..e. 162 iuu.a x 24 i 4 T I B 1 i CT.ENGINEERING INC GUIDE FOR ALL FRAMING 154 t-- p____.- Ji I: DETAILS AND I-JOIST INFORMATION 11 Rt FRhM NG n 1 s f' a-_\ SThRT �� • FRAMING LP6ND: HERE i i HERE & TRUSS' :C-M P A N Y H0---HANGER CALLOW( I I I L J L 3 ® -SUPPORTIN&POST....- .. PLAN DE5GRIP)ON$ 'IAYG ._.__._ . ._. Q15TOMER: POLON (MAIM() ® -POST LOAD ABOVE ..R -R8•SBOARD - • PLAN NUMBER: IA LB -LVL BLOCKING _ PLAN DATED: 4/14/12 - FL 1 2--1'Q'7 J8 ..JOIST BCKING LO ._...:__'' __....._...: .. .! -JOISTGALLOUT.._...___ -.........___,_. $222222/2262/0296 E!t'P17E5/6NERc . 15locerl eoolm maw Ratio • . "'ge01°s°11T135 KAMI BELY'{OOD B .BEAM(FLUSH W/JOIST) _ rmMia-4665 NOR -HEADER(BEAM BOLO i JOLsr) • MAIN FLOOR JOIST LAYOUT a ;4 05274641470/4 I V0/4 TDATE 7/23/1 6B0-BEAM BY OTHERS E:SCAL1/4-.1'-0" - „Ica v:4 5o oRrR 0s f3051656-4a4.a SHEET I Of 2 f 14"OPEN WEB JOIST© 192"O.C. POLYGON 7 AB(NEW) FRAMING HERE PL15-264 UPPER START 1 B/7/2015 Products 9-06-00 Pbt1D Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 7 RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1i g RM1 17-00-00 1"x 14"APA Rim Board 1 1 — — — RM1 14-00-00 1"x 14"APA Rim Board 1 1 dl -O '5 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 ( d RM1 5-00-00 1"x 14"APA Rim Board 1 2 }NN RMI 3-00-00 1"x 14"APA Rim Board 1 1 N N N gN 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 0 0. o BO o to o. o o o. o. o Nr �. LL €u LL LL �trLL eL BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 JBM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 S g ' E = BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 }�G APlt �) _ilk, ALL BEAMS AND CONNECTORS PER ENGINEER � I- O � ' I F03_ N LI v ACCESSORIES QTY Fo1 in " a OA TF1414 24 ..,� ,..._--F04 © TFL1714 1 1x14 OSE RIM FOR SHEAR BLOCKING 30' e �, O HU412 13 F09 7, F06..,,. I I'-- D II 'SIM PO6_ I I BK1=BLOOCiNG FLOOR I OADINC —.. _ FD6...� _. RM1 RIM BOARD 140 LL 5 DL II FOE Y". I 0 _ REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING FOB II N 1, AND SHEAR BLOCKING REQUIREMENTS. FOE I0f �',- I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 9i s ' ; F M SHADED HVAC DIAGRAM ON LAYOUT I5 A GENERAL GUIDE ONLY. I FOE i Fb 1111 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA FOEI I �. ®mw�a+:rooeslwmaR:9, i to 0F06 I :::'''9.aa'a" I 9 0 am .o"m"Fwn we-0.MR a ResumerFO6 _IIIIr N a".*act"` ""� FOE''., in a i' MITSRANDI ARCHITECTS 4 F09 "it -..._.,F. F09 IS a CONFORMS-o Del c , ." I' N• NaFT .._.. 08 '. 0 CbttFDRMS TO DEIGN cDNaPr W'Y, lAri ig REVISIONS AS SI-1.74.11 D NON-CONFORMING-REVISE AND RESUBMT — ,CS SNPR awv c H tflxcIE ra WEN*sa-Ha r.E ow^E IA mar 5 m.SL MS Ir eL:Er TIE DO NOT: RM1 :eeICATOR N•.a w FF3WIIEIETLT.FP.Gallo E IEE..Ts 555 Ge E:5 Arc-aFECI55E1155 AL el.*u YRS.ah'GAioT 5-07-00 ors IICG set DRAVEK. tC TWTIR Si1:L VERIFY AJ.sIIEeINS. Loosen,remove,cut or notch E. laid R.Cts Ova:s.",w.-H.2015 any part of the open web joist. CT ENGINEERING INC P , mbar JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 A • 14'OPEN We JOIST @ 18.2"O.C. } POLYGON 7 AS(NEW) S1ARTFRAmtmopRE PLI5-264 UPPER 5172015 • 9-06-00A Products . PIotID Length Product �y Piles Net Qty > RMT 46-00-00 i'x 14`APA Rim Board 1 1 Mil RMI 28-00-00 1"x 14"APA Rim Board RMi 17-00-00 1"x 14"APA Rim Board 1 1 -----� --_--- 1 1 1. 1'f, -�-7.--- RMI 14-00-00 1"x 14"APA Rim Board 1 1 € RM1 10-00-00 1"x 14"APA Rim Board 1 1 RMI 9-00.00 I"x 14'APA Rim Board 1 1 ` i RMI 7-00-00 I"x 14"APA Rim Board 1 1 ` E E I RMi 5.00-00 1"x 14"APA Rim Board 1 2 (( RMI 3-00-00 1"x 14"APA Rim Board I 1 N: I N N. t N' t . N . N: h F-. 4 0. -: -:• - LL •-: o o: a • BM1 22-00-00 51/2'x 19112"Glulam(1.SE 214E-V4 DF/DF) 1 1 r . s, 1 LL LLLL': BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Q BKI 6-00-00 1.5 RigidLam LVL-1-3/4 x 14 1 1 BM2 4-00.00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM 3-00-00 1.5 Rigidlam LVL 1-3/4 x 14 1 1 tom. BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 t t ,,. - __..-",;i...__.ice-,_ _ -.� ILS B i2Mi) ALL BEAMS AND CONNECTORS PER EN6INEEA iI ACCESSORIES Q1Y . ..�FPi: • 4 • p TFlala 24 .._..P ._... _.-•- © TFL1714 1 e �� ..1 1x14 OSB RIM FOR SHEAR BLOCJCING 30' .. : _,,,,..„-_-•.-- 4 d HU412 18 • F09 eT m — zF00 E0.: - i! F06 -----7W7--- i r _` F-- - 0S (LBw� "aroa--a�r���( EL l? s- . • !�'R-TOM�'�1 40 D • ti FOS F ZS DL . �` REFER TO STRUCTURAL PLAN FOR ADDITIONAL I .. -. .,, y .. . F06 .IM `s POST TRANSFER BLOCKING _______,w_7_,_l l ": AND SHEAR BLOCKING REQUIREMENTS.. i .. FPO e »- -- T. — SHEAR BLOCKING PLACEMENT STRUCTURAL PLAN ' J _ _ F_ SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. f • �- �i -~- ;, I FLOOR DESIGNEDTO MEET OR EXCEED L/480 DEFLECTION CRITERIA • ii F06 Q -e7 i B F06 mc�ar.na CV .." ._ W MUSS .�„- __ _ __ KMILl AI MOT ABCIITECTS j 411k . ' " �__ El owasrooalsYCorxEPr 2. {I� �! i� `"' . _.. - _: �' ❑ GDtf'ONt510OBRdiCD4�'fRFiH '_�=�`lipir_`—`!i FOR SAS Sii"Wfl 0 NCRHAISRIMG-AcNlN®RESINFST L TRS ON 4WC%4I FA!BIM R!Weft RMIJUZ - 1 147E TIE Mil= RIX Pt IV IX MEN aE DO NOT: fIRR Ella ABb la Re i I',8.2R1115 s'W IN DE OT 507-00 eras Teas as wrrc. wawa Sett RIOT At amen. Loosen,remove,Cut or notch rr w.: a...a any part of the open web joist CT ENGINEERING INC JOIST IA4THRIM SCALE: 1 4"=1'-Q"o Patuber / n24"x36"SHEET -& TRU-SS-4c4 4PANr SHEET 2 OF 2 •