5827 SW 77 TERR_EB-10-050-008 Revisions
BEAM SCHEDULE
0
REINFORCING STIRRUPS
ARK
ELEV. SIZE REMARKS
TOP O EA "B x "
BOT. CO T. TOP CO T. MID CONT. SIZE SPACING EACH END
1 +10'—4" 8"x2 " (4) #5 (2) #5 12" O.C.
—2 +9 -8" 8"x12" (2} 5 (2} 5 3 5" O.C.
® DL REACTION: 1,017 LB
®3 + '— ap 89'x2 O') (2) (2) 12" O.C. LL REACTION: 1,017 L
NET UPLIFT REACTION: 3,100 LB .
ax " a, *DROP TIE OPENINGS
TB-1 +9'-8" x12 * (2) 5 (2) 5 °m 3 12 O.C.* SPACE TIES 8" O.C. ® DL REACTION: 509 LB `
LL REACTION: 509 LB
TB-2 +18'—4" 8"x2O" (2) 5 (2) 5 3 9" O.C. 2'-0=a NET UPLIFT REACTION: 1,550 LB
TYP. 6'-0" TYP. 2
TB-3 12'�- " "x12" (2 5 (2) 5 � 3 12" O.C. PREFAB. WD TRUSS
@ 24" O.G. (BY
OTHERS) (TYP.}
R —1 VARIES "x12" MIN. (2) 5 (2) 5 3 12" O.G. REF TO SECTION 2/S-6
WOOD CONNECTOR SCHEDULE
t �
DL REACTION: 320 LB
CONNECTOR ALLOWABLE LOAD VALUES (LBS) I I I I LL REACTION: 320 LB
ARK DESCRIPTION OA #/FL UPLIFT OW
LATERAL LOA LATERAL LOAD NAIL SIZE 8c QUANTITY I I I I NET UPLIFT REACTION: 1,210 LB
PARALLEL PERPENDICULAR o
® DL REACTION: 240 LB I I I I co
1 HH TA16 11473.9 1,85 �— 340 815 (10) 10x1j" NAILS INTO TRUSS LL REACTION: 240 LB I I I I I I
NET UPLIFT REACTION: 910 LB `=
® HETA16 11473.3 1,505 �� 34 725 (9) 10x1 " NAILS INTO TRUSS I I >- 12 �,
13 PREFAB. WD JACK Ln
`-r L I TRUSS @ 24" O.C.
(22) 10d NAILS INTO TRUSS I I I I
3 GT 11470.7 3,296 -� (1) HILT[ HIT ICE/HIT HY150 (O EQUIV.) I I I I (BY OTHERS} (TYP.}
EPDXY ANCHOR EMBED. 5 INTO CONC.' N I W EE
(
Oil CL
16) 10d NAILS INTO TRUSS I I crs Ln I I
HGT-2 10456.18 10,980 (2) HILTI HIT ICE/HIT HY150 (OR EQUIV.) ~
EPDXY ANCHOR EMBED. 5" INTO GONG. I I „ 12 I
5 A23 10446.2 485 365 365 (4) 10d1j" NAILS INTO TRUSS I I
0 II
(4) 10dx1 " NAILS INTO HEADER
(4) SDS "x1 " SCREWS (OR EUCV.} I TO T USS I I PLYWOOD SHEATHING
HGA 10 11473.6 1,005 �— 1,005 1,105 (4} TITN "x2 " SCREWS (OR EQUIV.} INTO CONC. REFER TO SHEET S-3 FOR
(REFER TO NOTE 2}
(12) 10dx1j" INTO TRUSS I I I I I 0 LL
LOW ROOF FRAMING PLAN
HTS20 10456.2:01 1,205 -� (12) 10x1 INTO PIGGYBACK TRUSS PREFAB. WD JACK I
cv I I
TRUSS GIRDER (BY a cc
OTHERS) (TYP.) I I I I
II [ II co
TB-2_ � I I
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I
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co
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— — 0 -7
m
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LO
fj� DL REACTION: 390 LB
LL REACTION: 390 LB
0 Lo
NET UPLIFT REACTION: 1,530 LB
DL REACTION: 215 LB e
LL REACTION: 215 LB 0
NET UPLIFT REACTION: 858 LB a
REFER TO SHEET S®3 FOR )
C.
LOW ROOF FRAMING PLAN 0
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engineering Florida License No. 62426