Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Plans (92)
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 •