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(E) WALL - NO (E) WALL - NO 16d @ EA BLOCK AND h
<br /> LATERAL 16d @ EA LATERAL @ 12" 0/C INTO RIM 1
<br /> MODIFICATIONS. WALL MODIFICATIONS. WALL •y 4
<br /> TO REMAIN AS BUILT JOIST TO REMAIN AS BUILT (2) BAYS OF BLOCKING •
<br /> �` N V.
<br /> @ 48" 0/C W/ (3) 10d
<br /> 10d @ 6" 0/C TO 10d @ 6" NAILS @ EA BLOCK
<br /> RIM _',,,,,,,,,,,,,,,,,,,,,,,,,, 0/C TO RIM a
<br /> (2) ROWS OF ti (2) ROWS OF Iiii cz
<br /> SHEARWALL EDGE 1� SHEARWALL EDGE i01iIiiI 0 -
<br /> (TYP 2-PLACES) "�" JOIST PER (TYP 2-PLACES) j
<br /> JOIST PER PLAN d 4(c9 v
<br /> SHEARWALL EDGE PLAN (I-JOIST SHEARWALL EDGE (I-JOIST SHOWN) v
<br /> ..
<br /> NAILING c SHOWN NAILING STAGGERED A34 FROM BLOCK N D co >
<br /> cl „ InSTAGGERED INTO INTO TOP PLATE TO TOP PLATE
<br /> TOP PLATE (2) 16d NAILS @ NOTE: SHEATHING MAY BE INSTALLED ON THE INTERIOR FACE ao v o co
<br /> EACH JOIST IF: (1) TOP PLATE IS SECURED TO RJ w/ A35 CLIPS (MATCH co w' m "
<br /> LTP4 CLIP SPACING); (2) BOTTOM PLATE IS SECURED TO RJ = `o
<br /> JOISTS PERPENDICULAR -u `Y'
<br /> JOISTS PARALLEL w/ A35 CLIPS (MATCH LTP4 CLIP SPACING). U
<br /> m N
<br /> • EX [. SHEARWALL/JOIST CONNECTION
<br /> PROVIDE 2" MINIMUM EDGE 2x HF#2 LEDGER PER PLAN
<br /> DISTANCE AND ROW SPACING (DEPTH TO MATCH JOISTS)
<br /> JOISTER PER
<br /> PLANAF(PROVIDE I I
<br /> HDU2—SDS2.5 © EACH END Y4 0 x 3Y2 LAG SCREWS © BEVELED BLOCKING Q
<br /> OF EACH DECK (TYP) 6" o/c TO RIM JOIST RAFTER—NOT SHOWN
<br /> ( ) ) r16d NAIL ® 6 o/c
<br /> ►=--+ STAGGERED i
<br /> i1+■ Y BEI
<br /> O >-
<br /> g Q
<br /> +ts+�r ,l,l � C rV F n t
<br /> RIM JOIST 'ER sr=.,�� �',1 1m —“ fiM1 . } > r >
<br /> �`� 2x BLOCKING� ry .Z>::1 ? t va
<br /> SECURE EA. �� ,�,�., f.���;z�^���:,
<br /> PLAN 1Y4" MIN Q EA. JOIST BAY � , Asa r?�, z
<br /> WIDTHII
<br /> JOIST AND HANGER JOIST/RAFTER TO . , ;,1� �- a; L1 W
<br /> PER PLAN BM. w/ 16d TOENAIL BEAM PER PLAN qti Va -Th ill
<br /> cnLi
<br /> eTYPICAL LEDGER CONNECTION 4DDROP BEAM CONN . . ',� f r� } W
<br /> (t• <,:iN r,.1.S";girt
<br /> SIMPSON ACE (TYP) • -) CI ,, ',1;,r,r1
<br /> A35 EACH ,._ _,
<br /> SIDE OF BEAM FLUSH BEAM
<br /> (5)16d HEADER PER PLAN TO TOP PLATE MA= PER PLAN
<br /> NAILS EACH mmommimmilimemimmimminommi
<br /> END—N
<br /> i
<br /> 2x KING Drawn By:JIB
<br /> STUD BEAM PER PLAN Checked By: CCC
<br /> Date: 09-04-2020
<br /> 16d NAILS @ 8" 2x TRIM STUD POST PER PLAN
<br /> o/c OR POST PER 5DA
<br /> III I 90JOB 110.
<br /> 58
<br /> PLAN. BEARING WALL SIDE)POST/BEAM (ONE
<br /> PER PLAN POST OR MULTIPLE \
<br /> STUDS PER PLAN STRUCTURAL
<br /> ®STANDARD HEADER DETAIL 0FLUSH BEAU /WALL YP. POST TO BEAM �6 � s—
<br /> CONNECTION CONN. �'o
<br />
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