Laserfiche WebLink
xPSPN516 w1 <br /> SHFARWAL BOTTOM PLATE &16d NAILS INTO <br /> $PSPN58 TOP PLATE,Es sPSPN58 w/ <br /> FLOOR SHEATHIN 1.8d NAIL INTO <br /> PLUMBING RISE PLATE,E.S. <br /> PLUMBING SHEARWALL SHEARWALL <br /> FLOOR <br /> xPSPN516 14^MIN <br /> NOTCH <br /> MIN PS <br /> REQUIRED SSS Number: <br /> s2403006 <br /> !�—OBL TOP PLATE WALL STUD,TYPtl�TYP WALL STUD, <br /> ROOF DIAPHRAGM sLSSO 0 SHFARWALIS Project Name: <br /> BOUNDARY NAILS SHEATHING PER ELEVATION VIEW TOP PLATE NOTCH BOTTOM PLATE NOTCH PER STRUCT NOTES PER SCHED <br /> Pratt Plan <br /> PER NOTE NOTES PLAN VIEW PLAN VIEW EDGE NAILS ��SS`OQ- <br /> 30°MIN POF PENETRATION OF FRAMING-SHEARWALL Owner: <br /> 2xfIATBLKwIOLD xH2.5A MiN aH10 xH2.5A, KLP,Inc <br /> DEL ROW OF N.T.S.NT$ BLKG ,ALL ROOF .-WAL15 ALL ROOF <br /> BOUNDARY NAILS MEMBERS MEMBERS <br /> WALL U.N.O., <br /> TRUSS SHEARWALL$ <br /> Project Location: <br /> 2x4 BRACE,48"xc/ (8)16d EVENLY SPACE), a b Eye ett 6WhAPl SE, <br /> 435 AT BTM 16d 016°a SHEARWALL w/TRUSS OR RAFTER BEARING <br /> TYP U.N.O. TYP FACE NAILS BEAM <br /> GEB GABLE-END TRUSS BRACE DML�"ATE x3)BdN SWR SHEARWALL ROOF CONNECTIONS Design Professional: <br /> (13)Bd NAILS FA END 3oseph Tracy <br /> UN.T.S. GEBA POn N.T.S. SWRA <br /> sC516 w/MIN(11)-10d MIN 2x <br /> FASTENERS PER MEMBER <br /> DIAPHRAGM U.N.O. 2x4 FLAT OUTRIGGERS,24'oc SHEARWALL SW BASE PLATE SHEARWALL <br /> 4'-0"MIN DIAPHRAGM SW BASF PLATE SOLID G TR SS NAILS PER SW SCHED <br /> NOTCH TOP CHORD I.� DRAG TRUSS WALL BASE PLATE DNN <br /> BOUNDARY H41LS OF G4&E-END I SPLICE � SHEATHING SPLICE PER STRUCTURAL NOTES SHEATHING SPLICE MFG GABLE-END TRUSS <br /> TRUSS FOR TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE 2x4 BLOCK tx4 B OIX N <br /> COLLECTOR COLLECTOR OUT RIGGERS SHEATHING PER NOTES <br /> c.n O <br /> (2)16d AT EA SHEATH PER SW BLW SHEATH PER SW BLW cb <br /> BEAM sCS16wl MIN(11)-30d TPS DOUBLE TOP PLATE SPLICE <br /> OUTRIGGER EDGE NAILS,TYP EDGE NAILS,TYP r, <br /> FASTENERS PER MEMBE0. ON <br /> DIAPHRAGM U.N.O. FASCIA GABLE END TRUSS TRUSS GEB <br /> N.T.S. TPSA SW <br /> J w <br /> SHEATHING SPLICE MFG TRUSS SHEATHING SPLICE // SW SOLED <br /> GEB SHEARWALL SHEARWALL J Z V <br /> COLLECTOR I t <br /> D ECTOR PENETRATIONS IN THIS AREA DONOT SHEARWALL WITH BEARING TRUSS SHEARWALL WITH TRUSS PARALLEL DOUBLE-SIDEDSHEARWALLS, " o <br /> I`V,MA%--�--2'-0",MIN REQUIRE APPROVAL FROM THE ENGINEER INTERIOR$HEARWALLS,& <br /> SPLICE L OPTIONAL STRAP DO NOT MAKE PENETRATIONS OR NOTCHES HOLES MUST BE ROUND AND ARE LIMITED TO EXTSHEARWALLSOCANTILEVERS `^ QUn <br /> 1 <br /> LOCATION INTHESHADEDAREA.1THEB. WITHOUT MEN�B�xTOHEG Llj"0ORX,DEPTHOFMEMBER,UNLESS SWF SHEARWALL FLOOR CONNECTIONS c z <br /> W COLLECTOR SPLICE OAE OUTRIGGER AT EAVE PRIOR APPROVAL OFIHE ENGINEER APPROVED BY THE ENGINEER = 3 <br /> DIAMETER HOLE N.T.S. <br /> uB—{ URGER HOLE �--ue----� $WEB oN w 3 <br /> N.T.S. CSAC N.T.S. OAEE d/4 <br /> A-12 <br /> DEPTH d 2 O O <br /> O WALL U <br /> 1 WALL BASE 0) <br /> PLATE CONN <br /> BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG D&2x STUD PER SW SCHED C <br /> LENGTH OF COLLECTOR LENGTH OF COLLECTOR EDGE NAILINGdl4 u8 -I�— L12 - _ u8 _ WALL ANCHRAGM PER C0J <br /> _l ANCH PER SIRUCT NOTES <br /> SW SCHED RIA1/BLNG <br /> AW S PER X <br /> L 2x SILLU.N.O. SW SCHED pp <br /> COIlECTOR HOLDOWN GLB PERSWSOIED EWE NAILS C <br /> DIAPHRAGM PER 2x SILL U.N.O. <br /> EMBEDDED PERSWSCHED <br /> STRUCT NOTES STRAP MIN CLEAR SPACING FD FDN <br /> PIERMEDIATEFRAMING ABUTIINGPANELEDGES DO NOT MAKE PENETRATIONS OR NOTCHES SHALL BE2xTHE <br /> INTHESHADEDAREAOFTHE BEAM WITHOUT DIAMETER OF THE PENETAATIONS IN THIS ARFADNOT <br /> *j]7*AR'qU�NDJER PRIOR APPROVAL OF THE ENGINEER ARGERHOLL REQUIRE APPROVAL FROM THE ENGINEER <br /> SHEARWALLSTOFOUNDATION SHEARWALLSTOFLOORTOFOUNDATION LPN UNDO <br /> DTC DIAPHRAGM TO COLLECTOR STUDS PER �� OF+AS, <br /> HOLDOWN SCHED SW SHEATHING jf DEPTH SWB SHEARWALL BASE PLATE&FOUNDATION CONNECTIONS y - <br /> N.T.s. DTCA — <br /> EDGE NAILING DEPTH Sf DEPTH O N.T.S. $Wgq -O,p' 55308 <br /> �F ANXrALE ,E <br /> I(STUD nDEPrH rem SS�ONALEN �°\~oA <br /> BEAM BSCS16 - EXTENT OF�J EXTENT OF �+ <br /> ASSHOIDd REQUIRED STUDS O YA SPAN ----Sj SPAN—}--Sj SPAN SHFARWALL CRIPPLE�D �SHEARWALL DOUBLE TOP PLATE <br /> w/SHOWN <br /> BEAM 2x4 WP11 2x6 WALL �� <br /> 4x B 2.2x(SAWN) HODOWN This space reserved for <br /> 3S(x(GIB) (2)20 (2)2d6 <br /> �SND ANCHOR SAWN governing judsdictlon stamps <br /> 3Kx(MANO <br /> 6x B3.2x(SAWN) DO NOT MAKE PENETRATIONS OR W701ES MIN CLEAR SPACING <br /> 5Yx(GLB) (3)2x4 (3)Zd IN THE SHADED AREA OF THE BEAM WITHOUT SHALL BE 2x THE <br /> LER <br /> HOC HOLDOWN AT CORNER PRIOR APPROVAL OF THE ENGINEER DIAMETER OF THE PENETRATIONS IN THIS AREA D NOTHEADER HEADER <br /> /�� LARGER HOLEREQUIRE APPROVAL FROM THE ENGINEER <br /> (4)2x4 (4)2x6 N.T.S. HOWL WINDOW <br /> STUDS �� OPENING <br /> AEQD — <br /> (3)20 0). DEPTH 36 DEPTH O <br /> — DOOR <br /> REQUIRED TRIMMERS fs DEPTH ENI <br /> 3" (3)2(STUDS U.N.O. *Yu HTTSKT KING STUD <br /> STUD 4xB2-1x(SAWN) <br /> KING HEADER 2x4 WALL 2xb WALL SIN MI DLEM SPAN ONLY TRIMMER STUD HEADER � <br /> (-) 2x4 26 DEPTH LSL ALLOWED HOLE ZONE DEPTH <br /> VA(MANE) 4x <br /> ORIGIN DATE; 11/17/2022 <br /> 6x B 3.2x(SAWN) SMD14 SPAN <br /> J L REQp N (GB) — (2)2x6 MAXHOLEDIAMETERSHALLNOTEXCEED2"U.N.O. <br /> TRIMMERS SAX(MAN)) 7 MAX HOLE DIAMETER FOR ISL BEAMS SHALL BE: REVISED:Ql 3/6/2024 <br /> NOTE:BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM STHD14 A H7%7 B DEFrH <br /> PSL,LVL,&L$L �'DR 1�DEPTH OR HOLE THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE <br /> SWB SWF <br /> 4§('FOR 14"-I6 DEPTH OR HOLE THAT CAN BE ADDED TOASHEARWALL <br /> SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS <br /> BHS BEAM&HEADER SUPPORTS HDN HOLDOWN S BP BEAM PENETRATIONS,TYPICAL DETAIL SWE SHEARWALL ELEVATION <br /> N.T.S. LiN.T.S. HDNA N.T.S. BPgq LiN.T.S. DRDDD S2 .0 g, <br />