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EDGE NAILING�IN <br />HOLDOWN STUDS - IN, BEAM <br />(TYP.) PER PLAN <br />FLOOR JOISTS (PER PLAN) <br />1 HL T �. 1 HOB IN T t- ALLEY. T mp <br />N.TaS, (SEE PLANS FOR OF HOEDOWNS) EDGE NAILING �1�11 1 gilt �/fir11 ]- ii <br />i� <br />EDGE I��-4(L.II�GQ) 6) <br />SHEARWALL PEP, PLAN A <br />5HEAW/aLl® PER PLAN <br />SHEARWALL PARALLEL TO FLOOR JOISTS <br />SHEARWALL PERPENDICULAR TIC FLIP®R JCIISTS <br />1N� LL TO f=L <br />HTT - -- <br />HOLDOWN ANCHOR N.T. , <br />FILL ALL HOLES <br />w/ 16d TAILS HHD II-5D53 HOLDOUks! 2x6 BLOCKING W/ 16D AT 6"aC -- - - <br />a ANC w/ (24) 1/4"x2 1/2'° �i i �I i <br />! SDS SCUDS NAILING ��� �L EDGE NAILING EDGE NAILING <br />®� PER 5CHEDUL <br />(R)2x STUDS ®0 <br />® a 6 &Xb DR 42 STUD RIM JOIST PER PLAN,_!CLIP OR HANGER <br />EDGE NAILING PLY. ® a DBL. EDGE NAILING EDGE NAI EACH TRUSS TO LEDGER <br />TO EACH DOUBLE STUD 0 PLY. TO STUD FLOOR PLYL LINS <br />PREMANUFACTURED ROOF — <br />0 0 DECK PLYWO TRUSSES PER PLAN <br />L <br />IN S MIA, THREADED REIN JOIST DANGER ROOF DIAPHRAGM NAILING ROOF SHEATHING PER <br />gi © IN SIt�PS®i®I EPDXY® �SET��XP) �'i�5 "td°' 1��N��? <br />ADHESIVE SYSTEM OR EQUIVALENT ®� (VI IVI � (SI PER STRUCTURAL NOTES STRUCTURAL NOTES <br />®� PER MFGR, RECOMMENDATION � ® SIMPSON 551x30 ANCHOR BOLT 8d 0 6" O.C. <br />W1 (2) NUTS AND WASHER PER ti <br />1-FR. RECOMMENDATION IN IN <br />-- x 24 BLOCKING, 2X LEDGER W/ 3� — 16D AT 16" aC - <br />4 ( II JOIST CLAN �C� JISi� �LN vENT BLOCKS AS STUD 16a 6" O.0 TO 2X <br />II IIDIRECTION VARIES_ REQD PER PLAN BLOCKING <br />II <br />IL <br />CONC, FOUNDATION 4. <br />I! ANP AT EACH END TO DDL JOIST <br />/Ire" dra 1/ '° LONG LAG e . !! C 4 CONC. FOUNDATION CONT. WALL SHEATHING PER SCHEDULE <br />A q i.. cot SC TO () 17L TOP PLATE <br />q l J 4 PT 2x' ° ' ' LEDGER ID/ (4) <br />- -- ..� 1�� I�"�. �N� (I) SIMPSON H1 2x4 PRESSURE BLKG, <br />p - . �— . ® 1/2 "dra L9 SCREW EA. TRUSS <br />a Iro"o.r. STD, <br />USE IN L I U OF M156ED STHtD]4',sEDGE NAILING POST CAP PLAN - BEAM OR DBL. TOP PLATE <br />rRN�TYP. HOt-DOWN TO EX15TINGO T I HHDQII HOLDOWN T EX16TING FOUNDATION '�"<EXTERIOR WALL POST OR WALL <br />2 --1 --0 - — PEP, PLAN PER PLAN <br />(SPECIAL INSPECTION REQUIRED) LEDGER T T Wl ALL 1 E T� WAL <br />2"x2"4' STEEL t <br />BALUSTER 0UL__ <br />4'ma"o.c. MAX. FLOORINC64" C PLATE STEEL PLY. SUBFLR.�Y9 a A 1 1 <br />r <br />(4) Y99 Ox5�89 L <br />® LAG SCREWS <br />4.� <br />1 1 <br />o�m 1 <br />PLAN <br />(2) ROWS 16d 6" O.C. .� <br />2"x2" STEEL TUBE 2" <br />HANDRAIL <br />I 1 =1 1 - <br />� FLR. PLYWI� EDGE MAIL <br />- I?.F. SOLID _ - <br />� BLOCKING HEADER PER PLAN <br />-- Y� ia�P, ® 1 /2" L.S.L. <br />STEEL: BALUSTER CONNECTION DOUBLE TAP PLATE <br />" 1 1/2"=1': A35 0 12" O.Co�® (TYP.) <br />- - -�--1� x1 " STEEL TUNE � <br />- <br />PAST, EQ. SPACED, LTP4 0 12" O.C. <br />_ 46"u.c. MAX., WELDED ® TWO FLR JSTS <br />EDGE NAIL Ld Ld 9I <br />TO HANDRAIL ROOF PLC '1/16" MIN. O.S.5. SHEA PANEL 5ETWEEN PER PLAN � <br />(2) OU)S TRUSS w/2x4 EA. SIDE w/ (2) ROWS <br />1 2" x SQ. STEEL �I ° 0da4"o/c= 1f EDGE NAIL 0� C) <br />1 / "AFa P) i I�� � � O.C. T� ��. i�55 (RiI�fC�L) _ � <br />° RODS, 4 o.b., II <br />WELDED TO POST <br />1/4" STEEL PLATE <br />w/ (4) 5/8" 0 _ 13 ! TRUSS ( ( ! I 2x — DBL BTM. PLATE <br />PL YWD (2) SIDES OPENING <br />LAC CREWS ( ( PLAN ! I ( ! 16"o.c, PER SCHEDULE " <br />FLR. FLR. <br />�SYL�L ) EDGE NAIL (2) ROWS (2) LAYERS <br />TYP, PLY PER FLR. PLYWID I ! ! <br />- - -- ' ! 1�"��. <br />- � EDGE NAIL 2499 24.8 <br />SCHEDULE - -- _ - ---- <br />Bd 0 4"o.c. <br />r_LI I ! 2x4 F mE ! ! 16d @ 6" O.C. EDGE ROWS d 6g' O.C. FILE NUMBER <br />Mgr 4-wv Sri 'pi— ! ! Ind 0 4" 1 1 ! ! E.N. 2x BLK G, _ - - <br />PI Y PER PLAN 1 2 LSL OR D3L RIM <br />���- ! ! O.G. (T ) f ! ! ! / <br />6x min. BEAM OR A35 0 12" O.C. R3A�WNy� a/ <br />H El �I:Yiiiltl A�1 <br />BLK G. OR BUILT-UP ®I L L JC144 BEAM PER PLAN _ LTP4 0 12 O.C. E <br />1" 1 SIDE (GLUED l" PLY,} TO e -- �(1) CS16x 36" T B <br />5" VIES MATCH 0 RADIUS - FLR JSTS EDGE NAIL OF WINDOW OPENINGS -_-. <br />E.N. TJi PER PLAN (AS SHOWN TO MINIMUM REV. <br />POST CONSTRUCTION CONNECTION ILL PER PLYWD PER SCHEDULE <br />PLAN 2x MEMBER FILL ALL 1-15421 <br />iOP HOLES w/ Bd NAILS -- --- - <br />1 PLATE <br />FACE MOUNT J.H. Sheet <br />(TYP. ) <br />SHEARWALL <br />PER SCHEDULE <br />FRAMINDETAIL O (2) 1 SHEAR WALE � 1 STRAP OPENING -- <br />�m - - (n_�L I„ol°get 01TOF EVERETT- <br />