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Home My WebLink About3116 NW Radcliff Way sht 6U, O x� N 15 tz 00 4 CV Digitally signed by Joe McCarty ate: 202 112.10 15'0" SCHEDULETRUSS CONNECTOR ID. MANUF. MODEL NO. FASTENERS UPLIFT LATERAL F1 F2 DOWN LOAD STRUCTURE HEADER/ FACE JOIST/ TRUSS C1 SIMPSON HETA16 4" EMBED --® 9 — 10d 1810 340 / 725 C2 SIMPSON LUS26 4 — 10d 4 — 10d 1165 865 C3 SIMPSON MTS16 1 14 — 10d 1000 ALL PLYWOOD EXPOSED TO THE WEATHER SHALL BE EXTERIOR 1 ADD 30# LIVE LOAD @ BOTTOM CHORD FOR ATTIC STORAGE. DESIGN WIND SPEED �i ULTIMATE DESIGN WIND SPEED = 160 MPH.NOMINAL VBUILDING DESIGN WIND SPEED = 124 MP.H, EXPOSURE "D" UPLIFT PRESSURES 1 i 2 i 1 1 i 2 i 1 ZONE 1: —35.3 PSF. ZONE 2: —42.5 PSF. ZONE 3: —42.5 PSF. NAILING SCHEDULE �2ZONE 1: 8d ring shank @ 6" O.C. _ J ZONE 2: 8d ring shank @ 6" O.C. 3 1 3 70NF 3- Rd rinn chnnk Car) 4" Of: JACK TRUSSE1, @ 24" O.C. 10'—E," MATCH EXISTING _—IIII©�Iil - II �►, nr� -.� f J .l1J s 1� ',. 'y1 0 � 1 , ■ q �1 Y� '� a r.� •�► �� 8" PRESTRESSED U—LINTEL- WITH (1) #7 BAR GARAGE DOOR " MATCH EXISTING 1 MATCH --0 EXISTING 7'-0" MATCH 0 EXISTING 0 Q rK Of U E Q � w O c- .w o V Z � �--= cn n w 0 < ry W O:D (� m (n r) - O o DATE 8 DEC 2021 REVISIONS —I 10:29:22-05'00'