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PER ARCH'L. 2x4 0 24" O.G. W/ <br /> 6 <br /> 504 <br /> LED&ER <br /> � LU524 EACH SIDE <br /> PER ARCH'L PER ARGH'L Ibd a 16" 0.G. N <br /> SEE ARGH'L EN SEE ARC" . . <br /> SEE ARGH'L 2x6 LEDGER VV Y <br /> LL <br /> SDWH EA STUD FLASHING PER ARGH'L. <br /> 8" FINISH 4" FINISH 8" FINISH 4" FINISH 2x4 024" O.G. \\ I (2) 2x TOP PLATES <br /> PER ARCH'L PER ARCH'L PER ARCH'L loPER ARCH'L ALTERNATE DIRECTION <br /> EVERY OTHER ONE \ 1 <br /> \ \ 2x4 LEDGER W/ <br /> \ O.G. <br /> SEE ARCH'L BEAM PER PLAN <br /> D \ BEAM PER PLAN <br /> N <br /> \ \ RED ING ARGHITEGTS <br /> CANTILEVERED BEAM ROOF SHEATHING \ EN A35 EACH 1211 J STREET,MOPESTO,GA x5354 <br /> CANTILEVERED (2) A35 EA. PER PLAN ® ® PER PLAN EN 204.522,ea00 <br /> BEAM PER PLAN TYP. <br /> EN SEE <br /> (2) A35 EA, VARIES <br /> E ARCH'L <br /> T P. <br /> 2x4 BRACE <br /> ® 24" O.G. -TYP. A35 CLIPS EA. 2x6 W/ SDWH L: <br /> EACH TRUSS 2x6 RIBBON <br /> VESS <br /> 2xb W/ SDWG o 4R�N1027�Ng1 <br /> ® ® ® 12" O.G. <v�� �`� App `2 <br /> w No. S 3959 <br /> DOUBLE TOP <br /> PLATES Xp <br /> 2x BLOCK <br /> OF cx,.Xl <br /> 2x6 STUDS <br /> ® 24" O.G. <br /> (3) #10 -TYP. x6x12 HEADER, SEE PLAN <br /> ® I �` ® 24" O.G. <br /> 1O 5 FLOOR ® ® p <br /> EN <br /> Y5114 SHEATHING o <br /> PER PLAN 2x6 STUDS <br /> CANTILEVERED 0 24" O.G. <br /> ® Q� A35 16" O.G. HU526 EACH TRU55 <br /> BEAM PER PLAN4TH FLOOR yj G <br /> ®I TO RID LINE I WINDOW HEADER AS OCCURS <br /> PRE MANUFACTURED <br /> TRUSSES ® 24" O.G. 4 SEE MOZAFFARI <br /> 2X6 STUDS PLAN E N G I N E E R I N G <br /> ® 24" O.G. i 2x4 BRACES (2) 2x6 TOP PLATES 2x6 ® 16" O.G. M5 0 0 " F" S T R E E T <br /> 0 D E S T O , C A 9 5 3 5 4 <br /> (2) 2x6 24" O.G. -TYP. <br /> TEL. (209) 5 7 2-4 4 3 0 <br /> PLATES 1 SCALE FAX. (2 0 9) 5 7 2-4 4 3 6 <br /> 1/2" SHEATHING <br /> (2) A35 EA, ® ® SD4 1" 11'10" WWW.MOZAFFARI.NET <br /> TYP. <br /> 2x8 a 24" O.G. <br /> ® SEE ARCH'L EN <br /> 1/2" SHEATHING COORDINATE W/ <br /> ELEVATOR <br /> TIONA <br /> OPL <br /> SPL ICE <br /> ® 2x BLOCK EN <br /> 1/2" SHEATHING <br /> FLOOR <br /> 10 5 SHEATHING HI EACH <br /> 5r u <br /> 04Y—il <br /> PER PLAN <br /> CANTILEVERED CANTILEVERED BEAM <br /> PER PLAN ® ® I ® (2) 2x PLATES <br /> BEAM PER PLAN L Jj L3RD FLOOR <br /> ®® ® I/2" SHEATHING (3) #10 EA, W8 PER PLAN <br /> A35 TOP d CONNECTION <br /> BOTTOM EA, -TYP, D by HILTON <br /> (2) 2x6 <br /> PLATES <br /> 2x PLATE W/ 1&1 ® 6" O.C. <br /> PRE-MANUFACTURED <br /> A35 TOP d TRUSSES PER PLAN <br /> BOTTOM (TYP) <br /> EN EN <br /> 5GAB 8' LONG ® ®I <br /> 2x6 W/ 5DWG <br /> ® @ 12" O.G. <br /> 10 5 ® SPLICES ® � <br /> SD4 5D2 <br /> 51M <br /> 2ND FLOOR <br /> -ION ® ® E <br /> � ® H2.5T EACH. <br /> VA v <br /> SEE 2x6 0 16" O.C. <br /> AN <br /> BUILDING LINE0 PLD -TYP. <br /> -' 850 D �' �' <br /> 14 SCALE 10 SCALEI 1 6 SCALE 2 SCALE ' w <br /> SD4 /8"1 11' 0" SD4 1"1 11' 0" SD4 1"1 11'10" SD4 1" 11'10" (J1 <br /> B A eLv6. <br /> LINE <br /> SEE 1/504 FOR <br /> BALANCE OF BUILDING LINE <br /> Z <br /> NOTES II'-O" (VERIFY W/ ARGH'L) 0x16 STUDS <br /> 13 <br /> 12'- 2" <br /> lo lo2ND FLOOR-0- 2x6 0 16" O.G. <br /> -„ F.F. (3x AS REQUIRED) 2x SILL PLATE J <br /> W/ 2x BLOCKING <br /> W BEAM PER PLAN METAL ROOF DECK SLOPE PER ARGH'L TOP OF CANOPY 3/4" GYPGRETE <br /> PER ARCH'L <br /> W BEAM PER PLAN SEE D 3/4%)IGLER W/ARRIAGE PEROPLANEATHING <br /> PLAN <br /> WEB FILLER PER BOLTS (COUNTERSINK) <br /> TRUSS MFR. o 32" O.G. STAGGERED WEB FILLER PER <br /> TRU55 MFR, <br /> (2) 2x6 PLATES OR 2x6 PLATE 3/4" GYPGRETE 17- <br /> AND 2x6 BLOCK (SEE SHEAR (2) 2x TOP PLATES F.F?„ <br /> WALL PLAN) SCHEDULE FOR ROOF SHEATHING 2ND FLR, <br /> SEE 2x ROOF JOIST Li <br /> r: <br /> D4 TAPER BEAM PER ARCH'L ATTACHMENT REQUIREMENTS EN EN PER PLAN ARCH'L PER PLAN ' <br /> ROOF SHEATHING <br /> 12 EN ;�; PER PLAN LUS EA. END EN <br /> EN JD4tp <br /> 3x NAILER W/ 3/4"4) W <br /> CARRIAGE BOLTS _ <br /> ® 32" O.G., STAGGERED <br /> GLC. <br /> _ 2x LEDGER W/ Ibd O <br /> W BEAM PER PLAN 6" O.G. EA. SIDE <br /> RIPPED 4x12 BLOCK TJI PER PLAN <br /> CEILING JOISTS 6x12 HEADER W/ 3/4" m CARRIAGE <br /> PER ARCH'L BOLTS (COUNTERSINK) EN DG HANGER, TYP, <br /> TJI PER PLAN o 32" O.G. STAGGERED W <br /> 2x STUDS ® 16" O.G. <br /> WINDOW PER ARCH'L HSTEEL BEAM <br /> EN DG HANGER, TYP. PER <br /> W-O" GLC. <br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br /> W STEEL BEAM PER PLAN VERIFY W/ WRAP BEAM FOR C2 <br /> ARGH'L FIRE RATING 13 <br /> WINDOW PER ARCH'L PER ARCH'L. IL <br /> WRAP BEAM FOR FIRE RATING V <br /> 850 D PER ARCH'L. S d Z3 <br /> 15 SCALE I I SCALEI I SCALE < <br /> SD4 1"1 11' 0" _00/ SD4 1 1'I0" SD4 1" 11'10" <br /> Z <br /> P05T WHERE SPECIFIED <br /> Q CLO <br /> SEE 1/504 FOR <br /> BALANCE OF METAL DECK Ibd ® 6" O.G. 2x STUD WALL, _ <br /> NOTES PER ARCH'L SEE PLAN z <br /> NOTE: EN EN J <br /> WELD HSS TUBE TO EN EN <br /> OPTIONAL STEEL COL. <br /> WHERE OCCURS USE I/8" <br /> WELD ALL AROUND EN EN <br /> REVISIONS BY <br /> BEAM PER PLAN TH15 DETAIL APPLIES WHERE INTERIOR <br /> WHEN SHEAR MATERIAL SHEAR WALL OCCURS <br /> 3/16" W BEAM PER PLAN I/8 - OCCURS ON ANY I OF 4 <br /> N FACES INTERIOR SHEAR <br /> 3/8" STIFFENER <br /> EA BEAM LOCATION (4) 5/5"0 A301 MAT IAL <br /> BOLTS N 51/2" A <br /> -IS Sv <br /> ELEVATION VI EN ° <br /> rl A 6x6 DF#2 POST <br /> (OR OPTIONAL STEEL DATE: 02-z7-19 <br /> ° N} COL. P05T WHERE WALL "A" <br /> SCALE: AS SHOWN <br /> —_ SPECIFIED I ® 6" O.G. <br /> �- 1„ <br /> (VERIFY W/ ELEV. 5/8" LAG SCREWS <br /> 4" 3/16 - TYP, N STEEL TUBE <br /> (TYP) WALL "B" ENGINEERED BY: AM-JKE <br /> TH15 DETAIL APPLIES WHEN: <br /> ` - PL 1/4x5 1/2x1'-O" W/ 5/16" 0 EN EN <br /> _—� _ — — — LAG SCREWS TOP d BOTTOM 1, ALL "A" AS A SHEAR DRAWN: EM <br /> — — — — ——— — —— — —— — <br /> BW <br /> (0) I W/ MIN, 2 1/2" PENETRATION <br /> INTO POST WALL W/ SHEAR MATERIAL JOB NO.: 18-7850 <br /> ON EITHER OR BOTH SIDES. <br /> PLI/2" x 8 1/2 x 0'-8 I/2" 2. ALL "B" AS A SHEAR <br /> RATED WALL WALL "B" ALL W/ SHEAR MATERIAL <br /> BOLTS TS A301 WWASSEMBLY PER 1&1 ® 6" O.G. ON INTERIOR SIDE. SHEET NO.: <br /> 81/2" B <br /> A—A ARCH'L Ibd ® 6" O.G. <br /> PLAN VI EN Ibd ® 6" O.G.850 D S d d <br /> SCALE❑ 12 SCALEI I 8 SCALEI I 4 SCALE WHERE POST OCCURS SD4 <br /> SDj 1"1 11' 0" SD4 1"1 11' 0" j SD4 V 1'10" SD4 1" 11'10" PRINTED: 3/4/2019 <br />