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1" NOTCH ALLOWED AT DECK JOIST BREAK SHEATHING ON PLATE AS <br /> SHOWN. SEE NOTE FOR ALTERNATE. . <br /> ,.i., i <br /> ThSHEARWALL PER PLAN <br /> (WHERE SPECIFIED) DIAPHRAGM EDGE NAIUNG INTO RIM <br /> SHEARWALL EDGE NAIUNG JOIST (10d 0 6" o/c MIN) I. <br /> WHERE APPUCABLE 16d NAIL EACH BLOCK (USE SDSY4"x4 4 <br /> ( ) SCREW FOR 3x BOTTOM PLATES) G I ti <br /> LTP4 FROM BOTTOM PLATE TO RIM JOIST N S <br /> PER SCHEDULE (AT SHEARWALL ONLY) <br /> /� SOLID SAWN JOIST PER PLAN <br /> NOTE: THE LTP4 AND THE (2) 2x BO< o/c 8d 6 o/c <br /> 3x ZI1c2ATEI 'FORTHE <br /> BETWENJOTS ��� 16". o/c(1X MIN WIDTH) I,II�) <br /> BETWEEN EA. JOIST A35 CLIP 0 16" o/c 0 U <br /> SHEAR CONNECTION FOR ' 2x CONT. <br /> 1'1� <br /> -' 2x1 2 JOIST � � <br /> SHEARWALL i S 1-5 IF DECK JOIST w/ 36" BACKSPAN RIM BOARD 4CZ <br /> -1THE SHEATHING FROM THE 35 MATCH LTP4 � NOTCHED AT _ CV <br /> SHEARWALL IS BROKEN A TO ULE SECURED TO ADJ. JOIST w/ I SUPPORTSHEARWALL SCHED 6d O 6 o/c (STAGGER) ' V Lo <br /> ONLY AT THE CENTER OF SPACING OR (1) PER N <br /> THE RIMJOIST AND NAILED BLOCK (MIN.) DIAPHRAGM EDGE NAIUNG INTO RIM DROP BM. IF 111511 0 <br /> TO THE RIMJOIST WI (2) JOIST (10d 0 6" o/c MIN) , (� N <br /> ROWS OF PANEL EDGE PER PLAN <br /> NAIUNG. SHEARWALL PER PLA SECURE BLOCKING TOGETHER JOIST PER PLAN II (I � iu —' t E <br /> w/ (2) SDS25300 PER BAY 2Y MAX. ir`1 REINFORCED DROP Q > 0 - 0 <br /> JOISTS PERPENDICULAR BM. PER PLAN CV L <br /> SHEARWALL AT THROUGH JOISTS 0 POST TO BM . CONN . 0 DROP BM . CONN . _' m <br /> 0 SCALE: 3j4"=1'_p,� oC 4 0") <br /> ,CZ <br /> • � �O � O <br /> n O L <br /> � u m <br /> PROVIDE 2" MINIMUM EDGE 2x HF#2 LEDGER PER PLAN BEAM PER PLAN HEADER PER PLAN CZ • <br /> m <br /> 8d ® 6" o/c DISTANCE AND ROW SPACING (DEPTH TO MATCH JOISTS) FA <br /> (5)16d N <br /> / NAILS EACH 4-1 ,�,. <br /> LAG SCREW CONNECTION PER HDU2-SDS2.5 © EACH END Y4" 0 x 3Y2" LAG SCREWS ® END V • <br /> ti.� <br /> PLAN (STAGGERED) OF EACH DECK (TYP) 6" o/c TO RIM JOIST I Z <br /> (STAGGERED) CC066 COLUMN CAP 2x KING I ��j 0 <br /> Lifaiwkiiiii 2x LEDGER PER PLAN 1111 <br /> JOIST AND HANGER STUD 'C <br /> 11'1 L ' (DEPTH TO MATCH Il PER PLAN STEEL PIPE C „ H <br /> PROVIDE 2" i JOISTS) i COLUMN PER �s 16d NAILS 8 2x TRIM STUD <br /> MINIMUM EDGE ' RIM JOIST 'ER % -I - PLAN o/c OR POST PER <br /> DISTANCE AND JOIST AND HANGER PER PLAN 1Y4" MIN I DTT1Z ® 48" o/c ENDS w/ II PLAN. N o <br /> ROW SPACING PLAN w/ DTTZ1 © ENDS WIDTH 3�"0 SDWH TIMBER-HEX HDG IIIc� <br /> (48" o/c MIN.) SCREW <br /> N M <br /> � � <br /> LEDGER CONNECTION TYPICAL LEDGER CONNECTION STEEL BEAM STANDARD HEADER DETAIL I --I <br /> TYPICAL COLUMN /WOODa <br /> 4 6 j w <br /> U <br /> I <br /> a 1 ;I I s <br /> MST27 STRAP ACROSS ANY <br /> BREAKS IN TOP PLATE. <br /> CENTER ON BEAM <br /> (5)16d NAILS EACH DROPPED BEAM PER <br /> SIDE PLAN <br /> IliI Z <br /> BM. PER PLAN BEARING O < < <br /> VWALLPER iz1111111111 <br /> I s Z <br /> PLAN p <br /> 0W - <br /> QUW <br /> (2) HL CLIPS 2x KING STUD EACH WOOL <br /> SIDE OF BEAM. NAIL POST OR MULITPLE <br /> TO POST w/ 10d <br /> POST PER STUDS PER PLAN O W <br /> PLAN STAGGERED ® 6" o/c cZ <br /> SL In <br /> POST TO BM . CONN . DROPPED BEAM /WALL CONN . In . <br /> 8 9 <br /> • <br /> GOWN :. <br /> '1� �w�s�� C,� <br /> A35 CLIP © EA. OUTLOOKER tic O <br /> 2x OUTLOOKER ® 24" o/c <br /> 6" NAILROOF SHEATHING TO �t <br /> � �8d o/c SHEATHING ABOVE SECURED Y , ;, �_ <br /> SOLID BLOCKING w/ (6) 10d NAILS TOP CHORD w/ 8d 6 0/C <, a,f 4 <br /> BETWEEN �_ "' <br /> jib <br /> FTERS " OUTLOOKER SPAN TO F S " <br /> • RA V ' <br /> ,, MATCH BACKSPAN; <br /> • ., f©lVA1.�'. . <br /> SIMPSON H2.5T EACH RAFTER Int, <br /> 24 MAX. <br /> jt�l� RAFTER PER PLAN 2x BLOCKING BETWEEN EA. <br /> w/ WEB STIFFENER OUTLOOKER <br /> I-JOIST RAFTER PER PLAN EDGE NAILING PER <br /> HU HANGER SHEAR WALL SCHEDULE <br /> INSTALL WEB STIFFENER EACH <br /> SIDE ® BEARING Drawn By: JIB <br /> Checked By: CCC <br /> EDGE NAILING INTO EACH BEVELED BLOCK AT BEARING FULL HEIGHT STUDS SHEATHING TO MATCH Date: D3-U-202D <br /> MEMBER OF TOP PLATE PER MANUFACTURER OR CRIPPLE STUDS SHEARWALL. NAIL TO <br /> WALL PER PLAN SPECIFICATIONS. ALTERNATE GABLE PER SCHEDULE. 5DA JOB NO. <br /> SIMPSON VPA CONNECTOR <br /> EACH RAFTER. 557 <br /> I - JOIST RAFTER /SHEARWALL CONNECTION In GABLE END /SHEARWALL CONNECTION <br /> 10 RAFTER TO BEAM CONNECTION SIMILAR 11, <br /> STRUCTURAL <br /> DETAILS <br /> S . 4 . O <br />