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DO NOT MAKE PENETRATIONS OR NOTCHES
<br /> DO NOT MAKE PENEiRATIONS OR NOTCHES MINIMUM SPAQNG IN THE SHADED AREA OF THE BEAM WITHOUT MINIMUM SPACING PENEfRATIONS IN THIS AREA DO NOT MINIMUM SPAQNG
<br /> IN THE SHADED AREA OF THE BEAM WifHOUT PENETRATIONS IN THIS AREA DO NOT SHALL BE Zx THE RE UIRE APPROVAL FROM THE ENGINEER DO NOT MAKE PENETRATIONS OR NOTCHES SHALL BE 7x THE
<br /> SHALL BE bc THE PRIOR APPROVAL OF THE ENGINEER Q PENETRATIONS IN THIS AREA DO NOT
<br /> PRIOR APPROVAL OF THE ENGINEER DIAMEfER OF THE REQUIRE APPROVAL FROM THE ENGINEER DIAMETER OF THE IN THE SHADED AREA OF THE BEAM WIfHOUT DIAMEfER OF THE REQUIRE APPROVAL FROM THE ENGINEER
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<br /> BP BEAM PENETRATIONS, TYPICAL DETAIL
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<br /> Project Name: '
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<br /> WALL BELOW FOUNDATION BELOW N.T.S. GEBA ��woo�MEMSER ' '
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<br /> �c�� INTO SOLID MEMBER TYP PER NOTES ��� � �
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<br /> TRUSS BLKG �
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<br /> SOLID #H2.SA MIN #Hl @ #H2.5A @ (4)ib"0 HOLES Z �
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<br /> BLKG @ ALL ROOF SH�W� ALL ROOF ' SHEATH SRME ' �P COLLECTOR TO TOP PLATE MSTC STRAP"�A� � w �
<br /> MEMBERS MEMBERS • • AS SHEARWALL ' N.T.S.
<br /> W'� U.N.O.@ POST SPAQNG 3�16 ' ' BE�� �
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<br /> a b 34 �MFG SPECSSS BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG Z� � �
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<br /> � : LENGTH OF COLLECTOR LENGTH OF COLLECTOR � �
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<br /> 4 X 6 BLKG A � �
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<br /> B L O C K @ 2 4"a SECTION A-A AR O UND PERIMETER S H E A R WALL nP I NTERMEDIATE FRAMING ABUTTING PANEL EDGES STHD14- A HTTS- A
<br /> ' (1)JOIST BAY. OF OPENING
<br /> , DIAPHRAGM PER ��PER BLOCK�JOIST
<br /> STRUCT NOTES SW SCHED
<br /> WALLBASE WALLBASE GPA GUARDRAIL POST APPLICATION FTB FULL HEIGHT TRUSS BLOCK DTC DIAPHRAGM TO COLLECTOR HDN HOLD WN ���-� 4,, ���,�
<br /> PLATE CONN EDGE NAILS PLATE CONN �,��� ` '%=� � �
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<br /> EDGE NAILS �
<br /> PROVIDE #A35 PER EDGE NAIL PROVIDE DBL 2x STUD
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<br /> w�JOISf-WALL DOUBLE-SIDED SHEARWALLS, wl 70IST-WALL EDGE NAILING
<br /> P�EL SHEARWALL This space reserved for
<br /> PARALLEL governing jurisdiction stamps
<br /> INTERIOR SHEARWALLS,&
<br /> IXTERIOR SHEARWALLS EXT SHEARWALLS @ CANTILEVERS SHEARWALL TO FLOOR TO SHEARWALL iod @ a"a ZX BLOCIQNG w�(2)�x 5^s�s
<br /> SCREWS PER 5ND(16"a MIN)
<br /> HOLDOWN .
<br /> SWF SHEARWALL FLOOR CONNECTIONS EMBEDDED
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<br /> N.T.S. SWFA ��� ;, �=STRAP SHOWN'
<br /> SOLID RIM �
<br /> '� AROUND CORNER
<br /> DECIQNG BY OTHERS %"�THREADED ROD FLR SHEATHING NAILING STUDS PER `
<br /> WALL BASE WA� AT 6"oc(MAX)TO]OIST SW SHEATHING
<br /> PIATE CONN LEDGER ELEV. WITH HOLDOWN HOLDOWN SCHED
<br /> WA� PER SW SCHED DIAPHRAGM PER #HTT4 w�(18)lOdx1Z EDGE NAILING
<br /> STRUCT NOTES
<br /> ANCH PER �M/BLKG CTR OF RIM �- – ��D
<br /> SW SCHED ANCN PER ��-. �- I
<br /> SW SCHED ---�--'-- -- - --- TRUSS BOTTOM CNORD .
<br /> PER SW SCH�ED EDGE NAILS 1"MIN. $n�P 16" 8^� 1/"0 x 4"#SDS O o
<br /> �c si�uN.o. 4 ��oIsr ORIGIN DATE: 2�6�2017
<br /> �-
<br /> PER SW SCHED Z�MAX• �yp• $�{�ys @$"p� DEpC 70IST HOLDOWN REVISED: --" o
<br /> FDN FDN 2x STUD ANCHOR �
<br /> Zx(MATCH]OIST)P.T.LEDGER ��
<br /> ROOF TRUSS TO RIM M
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<br /> SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION
<br /> FIGURE 502.2.2.3 `�
<br /> TE FOUNDATION CONNECTIONS EDL EXTERIOR DECK LEDGER DALL DECK ATTACHMENT FOR LATERAL LOADS LRW LOW ROOF TO WALL HOC HOLDOWN AT CORNER �
<br /> SWB SHEARWALL BASE PLA & �
<br /> �
<br /> HOCA �'
<br /> N.-r.s. SWBA N.-r.s. EDLA N.T.s. DALIA N.r.s. LRWF N.T.s. �
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