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4'-2" VERIFY W/ ARCH'L 2x6 LEDGER W/ EN SEE ARCH'L 0- 5PNH EA STUD EN . . LL 2x4 0 24" O.G. FLASHING PER ARCH'L. I/2" SHEATHING I SLOPE TO DRAIN 1 (2) 2x TOP PLATES EN EN 2x6 W/ SDWH EA PL3/8 STIFFENERS 5 E ARCH'L TRUSS 2x6 W/ SDWG EN 0 12" O.G. UJ= ROOF SHEATHING TYP. BOTH SIDES u PER PLAN EN EN 3/16 RED INC ARGHITEGTS ••e• Q W AM LAN VARIES 1217 J STREET,MODESTO,GA 85354 Q � A35 EA. . EN EN SEE ARCH'L EN 20g.522.eg00 O (b) 1/4"(P ENE RIPPED 2x FASCIA 2x6 RIBBON m SDS25300 11/2" SEAL: EA. TYP. 1 =0 7 14gOFESSION x' �O � MOZ.g�y,"71� A35 EA, Zx BLOCK ® 24" O.G.RIPPED EN 2x BLOCK PL3/4x12xO'-8" W/ Exp, 3/3119 5/8" SHEATHING 2x6, LEDGER W/ 3/16 SDWH EA STUD (4) 3/4"m A325N BOLTS v 9 �UCTv$P��Q 2x4 24" O.G. 2x6 STUDS ® 16" O.C. 6x12 HEADER, SEE PLAN HSS5x5 PER PLAN EN 3q' HU526 EA TRUSS WINDOW HEADER I AS OCCURS ROOF SHEATHING PRE MANUFACTURED PER PLAN TRUSSES @ 24" O.G. Q PLAN MOZAFFARI A35 W/ ONE 2x(o I„/ 5DW- E N G I N E E R I N G LEG BENT ® 12" O.G. (2) 2x6 TOP PLATES 2x6 Vol' O.G. i 5 0 0 " F" 5 T R E E T 2X6 W/ SDWH 850 D S d ]850 D 1850 D M O D E S T O , C A 9 5 3 5 4 EACH TRUSS EN TEL (209) 5 7 2-4 4 3 0 EN FS, I SCALEI I 5 SCALEI I 1 SCALE FAX. (209) 5 7 2-4 4 3 6 • °� � VARIES � EN EN SEE ARGH'L 1"1 11' 0" SDI 1 1'10" SDI 1" 11'10" DESIGN FOR 2x6 RIBBON 450 LBS s PREMANUFAGTURE D W BEAM PER PLAN BLOGKING 6" 2x BLOCK W BEAM PER PLAN TYP. EA 3/5" STIFFENER FENER 3/16" s�_ F- - - - - - - - - - - - - - - - - - 6x12 HEADER, SEE PLAN 2x4 TOP d BOTTOM d SIDES 0 W/ (3) Ibd EACH PANEL INTO EXTEND BEAM 6" TOP PLATES. SEE ABOVE PAST COLUMN AT 1/2" ®m EN FOR OPTION LINE 3/5 d 7/B o TF 3Q'-65/8"� EN EN EN _ _ _ _ _ _ _ _ _ _ _ _ _ by HILTON H554x4 HU526 EA TRU55 WINDOW HEADER —————— ——— I 071/2"� - W BEAM I II AS OCCURS I I I PER PLAN II W BEAM AS OCCURS PRE MANUFACTURED I TYP, I (2) 3/4"m A325 BOLTS TRUSSES 0 24" O.G. SEE 3/16 PLAN I I TRUSSES (2 SHOWN) IPLI/2 GAP PLATE (3) 3/4"�D A325(2) 2x6 TOP PLATES 2x6 0 16" O.G. , BOLTS. (2) BOLTS I I 0 W8 BEAMS I II I I I H55 COLUMN PER PLAN 4 I/2 I II 1 1/2" 1 1/2" H55 COLUMN I II I iv AS OCCURS II II I _ I r , _ (3) Ibd EACH I I I in I I _ 3/6" PLYWOOD U HS55x5 W/ I I 0 6" O.G. — 5 I/2" I I/2" — \DOUBLE TOP PLATES I I/2" X350 D S d C850 D 850 DI S 14 SCALE 10 SCALEI I 6 SCALE 2 SCALE ' w SDI 1"1 11' 0" SD 1"1 11- 0" SDI 1"1 11'10" SDI 1" 11'10" (J1 Q Z !Y 13 2x6 @ Ib" O.G. EN EN SEE ARCH'L �I1 2x STUDS AS OCCURS T�� Q 3/4" PLYWOOD (2) 2x6 PLATES 2x SILL AS OCCURS OR 2x6 PLATE 3/4" GYPGRETE I 2x6 BLK Q TJI FLOOR JOIST (2) 2x6 PLATES 3x NAILER W/ 3/4"m FLOOR SHEATHING PER PLAN O CARRIAGE BOLTS m I I 3/4" GYPGRETE EN 0 32" O.G. STAGGERED EN BEAM PER PLAN 2x6 W/ SDWH EA STUD z • WEB 5TIFFENER/FILLER W BY TRU55 MFR. EI 0 > (2) 2x PLATES ITS HANGER (TYPE Q AS REQUIRED 5/8" SHEATHIN _ _ _ _ _ _ _ _ _ _ _ _ _ _ I/2" ROOF (2) 2x CONT, TOP PLATES G Ti TT 71 I TI IT EN TYP. AT TOP SHEATHING 2x JOIST PER PLAN � W PLATES 2x6 STUDS ® 16" O.G. 2x W/ 1/4" 505 SEE ARGH'L (?x BEAM RIPPED TO SIZE SCREW EACH 2x4 a 24" O.G. DG HANGER TOP PLATES EN EN JOIST O II II II II II II II II II II II II II II I FIRE RATING 2x STUDS 0 16" 1 PER ARCH'L WEB STIFFENER PER TRUSS MFR. • PLYWOOD O.G. U.O.N. SHEETING SEE HEADER I 2x BLOCK a Ib" O.G. W SCHEDULE BEYOND TJI PER PLAN 2'-0" MIN, DIM, I EN TYP. AT CONT. LLU5 HANGER, A35 W/ EACH WAY I PLYWOOD JOINTS2x FASCIA HIOA EA, TYPICAL ONE LEG USE 3x IF REQUIRED BENT DG HANGER (TYP) — — = =—— — — — — — BY SCHEDULE OR sow_ 0 12' O.G. � USE FULL HEIGHT 2x BLOCK 2x LEDGER W/ (2)-j2x6 W/ SDWH C SHEETS Ibd 0 12" O.G. EACH BLOCK W STEEL BEAM PER PLAN EN TYP. AT EN O I STAGGERED VARIES I II II II II EN EN PLYWOOD JOINTS 2x6 JOISTS 24" O.C. (3x AS 850 D S d 850 D 3 II II II II II II II REQUIRED) II II II II II II IIY II II II II II II II 11 SCALEI I SCALE EN TYP, AT END SD 1"I 11' 0" (2) 2x PLATES SD,) l"1" 11'10" STUD / HOLD-00104N2 x& ® 24" O.G. W/ POST, SEE J132 EACH END SCHEDULE DOUBLE 2x TOP PLATES v C- II — _- - JL — — — JL---_ I II II I SDWH ® 4" O.C. 2x8 LEDGER W/ J L 2 STAGGERED SP SDWH EACH STUD 4'-O" MINIMUM LAP W/ O Q SPLICE W/ MST60 � HORIZ. PLYWOOD (8) Ibd EA. SIDE OF J JOINTS 2x OR 3x I I I I I I I H EA, SPLICE lo BLOCKING TYP. II II II II II II II I I I I I I I I I I I I I I I I HOLD-DOWNS AS PLAN (OR OPTIONAL STRAP, SHOWN BELOW) E.N. TYP, 0 REQUIRED, SEE 3/8" PLYWOOD W/ 8d 0 M5T31 STRAP, U.O.N. REVISIONS BY BOTTOM PLAN d 4:4:12. FROM TOP PLATES w (CENTERED ON UPPER SPLICE) ui PLATE HOLD-DOWN TO BLOCKING. FULL LENGTH _ _ II II II II II II SCHEDULE I I I I I I I I I I I I I I OF STRAP. -TYP. (U.O.N) a 2x OR 3x OR (2) 2x TOP PLATES 4x SILL PLATE I SEE SCHEDULE — — — 11 I— — — — — — 11— —IL — — DOUBLE 2x PLATES — — — FOR ADDITIONAL 2x6 ® 16" O.C. INFORMATION SEE SILL ANCHORAGE SEE 5HEARWALL STRAP -SEE PLAN SCHEDULE SCHEDULE -USE 5/8"m TITEN HO BOLTS W/ 3x3x1/4" WASHERS SEE DATE: 02-27-19 BLOCKIIN G BETWEEN QPLAN STUDS - PLAN 2" 2" 1 2" 2" SCALE: AS SHOWN 2x STUDS a Ib" O.G. FILL EV Y OTHER PAIR OF NAIL HOLES IN STRAP STUD UNDER SPLICE ENGINEERED BY: AM-JKE AT BL INC DRAWN: EM SEE PLAN JOB NO.: 18-7850 SHEET NO.: S I d 2x STUDS ® 16" O.G. D3 16 SCALED 850 D 12 SCALEI 8 SCALEI 4 SCALE w! SDI 1/2"1 11'10" SD 1"I 11' 0" SDI 1 1'10" SDI 1 V 11'10" PRINTED: 3/4/2019