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SIMPSON! LS30 <br />@ 48" o c. <br />ROOF SHTG <br />ROOF BOUNDARY <br />NAILING PER <br />DIAPHRAGM SCHED <br />CONT 2x BLKG <br />(VENT PER ARCH) <br />HI CLIP EACH <br />TRUSS <br />EDGE NAILING <br />SHEAR WALL AT PERPE DI .SLAP TRUSS ® TYP, <br />lI)d @ 4" o.c. <br />FLOOR DIAPHRAGM si-TrG <br />PER STRUC`C (VOTES <br />FLOOR FRMG PER: PLAN <br />SHEAR CLIPS <br />�` <br />2 ;OLIO BLKG <br />PER SHEARVIALL SCHED <br />(JOIST/BLKG TO TOP PQ <br />EDGE NAILING PER <br />SHEARWALL SCHED <br />SHEARWALL PER PLAN .5 -✓ 4 _ <br />.__ <br />EXISTING F' --' <br />FRI <br />SISTER 2x8 TO EA <br />OF EX15FING DO <br />BEAM )N/ 16d @ <br />TOP AN[ <br />FACE OF EXISTIN <br />POSTS W/ 16d C <br />FIT TIGHT BEI <br />FOOTING AN[ <br />REINFORCED FLOOR BEAM <br />° DIA. THRU-BOLT <br />AT 32" o.c. <br />(2) 2x8 NAILERS ON <br />EACH SIDE OF BEAM. <br />NAIL EACH WITH 1 Bd AT <br />12" O.C. TOP AND BOTTOM. <br />BEAR 2x MAILERS TIGHT <br />ON BOTTOM FLANGE <br />C.q � SECTION AT STEEL BEAM <br />.L <br />STEEL BEAM <br />PER PLAN <br />EXISTING FLOOR <br />JOISTS <br />LUS28 HANGER <br />EACH JOIST <br />ROOF BOUNDARY <br />NAILING PER. <br />DIAPHRAGM SCHED <br />2x BLOCK @ EA BRACE <br />ATTACH W/ (2) 16d <br />EA END <br />(4) 10d TO BLKG <br />Y <br />SW EDGE NAILING <br />/ TYP ROOF <br />EXTEND SHEARWALL ._4 TRUSS <br />SHTG OVER GABLE - <br />END TRUSS TO ROOF ,r r <br />DIAPHRAGM <br />SWEDGE NAILING -- --._ <br />SHEAR CLIPS PER <br />SHEAR 'MALL SCHED � ( 2x BLKG @ 48"o-c. .'-- 2X4 BRACE <br />(BOTTOM CHORD TO <br />TOP PLATE) NAIL TO BRACE @ 481, OC <br />W/ (4) I.ad <br />r A A35 BLKG TO AT TOP & <br />r TOP PLATE BOT <br />EDGE NAILING TO <br />TOP PLATE <br />HEAP. WALL AT PARALLEL TRUSS — TYPa <br />10d 4" o.c. <br />(2) 16d EA END <br />OF BLKG <br />PER SHEARN <br />(JOIST/BLKC <br />SHEARW <br />FLOOR DIAPHRAGM SHTG <br />PER STRUC T NOTES <br />LAN <br />INTERIOR SHEAR WALL AT PARALLEL FRAMING <br />NEW SHEAR MALL <br />PER PLAN <br />SOLE PLATE MAILING _ ... <br />PER SHEARWALL <br />SCHEDULE <br />EDGE NAILING TO <br />BOT PLATE <br />OC7TING SHEAR CLIPS PER <br />SHEARWALL SCHEDULE <br />j <br />PER SHEi <br />SHE <br />HEAR 'BALL AT PERPENDICULAR RAFTER — TYP. <br />?j FLOOR BOUNDARY <br />MAILING PER <br />x DIAPHRAGM SCHED <br />SOLE PLATE CONK <br />PER SHEARWALL :.,{ SOLID <br />SCHED '°l 1 BLKG <br />EDGE NAILING TO k <br />SOLE PLATEtill <br />FLOOR BOUNDARY',,r k <br />MAILING PER. (, <br />DIAPHRAGM SCHED � ! { <br />lu. <br />CONT RIM JOIST . xr <br />SHEAR CLIPS PER SHEARWALL <br />SCHED (BLKG TO TOP PLATE) <br />EDGE NAILING <br />SHEAR WALL AT OVERHANG <br />—VERIFY EXISTING Zx RIM JOIST <br />FLOOR FRAMING <br />_._ VERIFYSPACING AND DIAMETER TOP PtA <br />OF EXISTING CONCRETE <br />ANCHORS. ADD Y?"DIA.x5 " TITEN <br />HD SPACED EVENLY OVER LENGTH <br />OF SHEAR WALL SO THE AVERAGE SHIM EA <br />TOTAL ANCHORS EQUALS THE AS <br />ANCHOR BOLT SPACING PER, <br />SHEAR WALL SCHEDULE, <br />—-EXISTING FOUNDATION. <br />CONTRACTOR SHALL VERIFY <br />EXISTING CONCRETE IS IN <br />ADEQUATE CONDITION FOR. LOAD <br />BEARING, IE. FREE OF RUST, <br />SPALLING AND CRACKS LARGER <br />THAN HAIRLINE CRACKS. <br />EAR FALL AT EXISTING FOUNDATION <br />2x BLKG WITHIN I2" OF EACH <br />END OF CANTILEVERED BEAM <br />AND AT 32'" o.c. ATTACH EACH <br />BLOCK TO BEAM W/ DTT'2? AND <br />?-" DIA. x3" LAG SCREW <br />CANTILEVERED <br />BEAM PER PLAN <br />WALL PER PLAN <br />f$ SEE / 2 FOP, BALANCE O <br />V SHEAR FLOW INFORMATION <br />NOTSHOWN <br />EDGE AT ATLEEE EA <br />POST PE <br />RIDGE BEAM TO POST <br />j <br />STEEL BEAM PER PLAN <br />STEEL BEAM TO POST <br />nrnfirt isr-r-� 'AN <br />I @ 3" o.c. <br />�„ r ATE <br />W/ (4) SDS25300 <br />it <br />VERIFY EXISTING <br />END WALL RAFTER <br />SHEAR CLIPS PER <br />SHEAR WALL SCHED. <br />EDGE NAILING <br />SHEAR WALL PER PLAN <br />4 ROOF RAFTERS <br />2x BLOCKING @ 48" o.c. <br />- A35 EACH <br />EXISTING TRUSS TOP RAFTER <br />CHORD/ <br />NAIL TRUSS CHORD TO <br />NELV RAFTER V11 10d w 1 <br />r <br />AT 1 o.c. <br />f <br />NEW RIDGE BEAM <br />PER PLAN <br />RIDGE BEAM SECTION <br />TIGN <br />NEW ROOF <br />RAFTERS PER PLAN <br />SOLE PLATE CONN - <br />PER SHEARWALL <br />SCHED <br />EDGE NAILING TO <br />SOLE PLATE <br />FLOOR BOUNDARY <br />NAILING PER <br />DIAPHRAGM SCHED <br />SHEAR CLIPS PER. <br />SHEARWALL SCHEDLULE <br />FLOOR SHTG <br />CONT RIM JOIST <br />FLOOR FRAMING <br />EDGE NAILING TO <br />TOP PLATEL-il <br />,.__- <br />a, <br />EAR WALL AT UPPED FLOOD FRAMING TYP. <br />ROOF BOUNDARY NAILING <br />PER DIAPHRAGM SCHED <br />EDGE NAILING PER r } <br />SHEARWALL SCHED <br />EXTEND SHEARWALL SHTG <br />OVER TRUSS TO ROOF <br />DIAPHPAGM <br />t <br />_ . LL ._ — <br />EDGE NAILING PER `- 4 <br />SHEARWALL SCHED <br />"TOP OF WALL" CONN ✓ <br />PER SHEARWALL <br />SCHEIJ <br />(RIM IST TO TOP PL) <br />EDGE NAILING PER <br />SHEARWALL SCHED <br />SHEARWALL PER PLAN <br />SHEAR WALL AT DECK TRUSSES <br />ALIGN TRUSS NJ/ <br />SHEAR.VIALL <br />ROOF DIAPHRAGM SHTG <br />PER STRUC-T NOTES <br />2x BLVG @ 48"o.c. <br />1Bd EA SIDE <br />OF BLCK <br />POST, CAP & BASE SCHEDULE <br />- <br />ym. <br />FOIST <br />_ <br />CAP <br />(4) 16d NAIL (DBL. TOP PLATE) <br />BASE <br />(4) 16d NAIL (TOE PLATE) <br />16d NAILS STAGGERED 12 <br />NOTES: <br />O.C. (6) 16d MAILS STUD TO HEADER <br />F__2x STUDW/ 1 TRIMMER <br />1 2x STUD (2) TRIMMERS <br />(4) 16d MAIL (DBL. TOP PLATE) <br />(4) 16d BAIL (TOE PLATE) <br />16d NAILS STAGGERED @ 12" <br />G.C. () 16d MAILS STUD TO HEADER <br />P <br />(2) 2x STUDS <br />(4) 16d NAIL (DBL. TOP PLATE) <br />(4) 16d NAIL (TOE PLATE) <br />16d FAILS STAGGERED q) 12" <br />O,C. <br />P <br />() 2x STUDS <br />` x TRIMMERS <br />2x Ti'fE`[,E'iad <br />(4) 16d NAIL (DBL. TOP PLATE) <br />(4) 16d MAIL (BEAM) <br />(4) 16d NAIL (TOE PLATE) <br />(4) 1.6d NAIL (TOE PLATE) <br />16d NAILS TAGGE ED 12" <br />16d NAILS STAGGERED �� 12" <br />�C. <br />t .C, <br />6 <br />P7 <br />P <br />(4) 2x STUDS <br />4x4 P.T. - <br />(4) 2x STUDS --- <br />SEE 1.3/ 2 <br />LPC4 <br />SEE / 2 <br />(4) 16d NAIL (TOE PLATE) <br />(4) 1.6d NAIL (BEAM) <br />(4) 16d NAIL (TOE PLATE) <br />16 NAI TAGGE EI 12" <br />3C5 <br />'` POST SCHEDULE <br />J. <br />-4 NEW RAISED ROOF <br />BOUNDAR'f NAILING PER <br />DIAPHRAGM SCHEDULE <br />LSTA24 STRAP AT RIDGE <br />EXISTING ROOF <br />ATTACHED NEVV 2x CONTINUOUS <br />RAFTER TO WALL ill/ (2) 16d <br />EACH STUD. RAFTER SMALL BE <br />FULL LENGTH OF EXISTING ROOF <br />EACH SIDE OF RIDGE <br />POST/UPPER TO LOWER ROOF <br />NEW RIDGE BEAM <br />PER PLAN <br />POST PER PLAN <br />CONTINUOUS FULL <br />HEIGHT` <br />EL 4/S2 FOR BALANCE OF <br />SHEAR FLOW INFORMATION <br />NOT SHOWN <br />V, VIEil '�&: D FC)'R PEIR M I r <br />General Notes <br />_�NE1,1 <br />A 385�1 4, <br />�A3 <br />�SSIONAL <br />1 MARKUPS 17/SEP <br />No. Revision/Issue Date <br />0 <br />00 <br />o <br />c <br />L� <br />64-1 <br />Date <br />