5827 SW 77 TERR_EB-10-050-007 Revisions
Q
M
P-
® DL REACTION: 1,027 L S
LL REACTION: 1,027 LB
NET UPLIFT REACTION: 3,261 LB
m
® DL REACTION: 190 LB
1x6 TOUNGE & GROOVE LL REACTION: 190 LB
® EA. SIDE OF SHEATHING Wf (2) 8d NET UPLIFT REACTION: 755 LB
RAFTER (2 TOTAL) RING SHANK NAILS @ EA.
END & INTERMEDIATE ' 2 t
(2)A3x SUPPORT
LL
V) V)
F T�°1 - - -- - - — w
B-2 PREFAB. WD TRUSS
GIRDER (BY OTHERS) ( ® DL REACTION: 1,101 LB
I I LL REACTION: 1,101 LB
NET UPLIFT REACTION: 3,288 LB
6p I
I �
ml / ;�� I I ca co co co c0
°6 N N N N N N N
I C m < I DL REACTION: 320 LB
I I I I I LL REACTION: 320 LB
ry
CL NET UPLIFT REACTION: 1,035 LB C) Lij
___
A.
RB°1 �,� �� °1 (BELOW) t ��
- t PREFAB. WD TRUSS GIRDER (BY OTHERS) LIJ
Cc m
I I I ® DL REACTION: 2,000 LB
I I SILL (REFER I I LL REACTION: 2,000 L
PREFAB. WD TRUSS GIRDER BY OTHERS SILL (REFER TO 1/S-6) I I NET UPLIFT REACTION: 5,693 LB
( ) TOP & TO 7/S°6)
C I OTT. CHO RD C 7
SKYLIGHT (CHORD. I C 2
I I LOCATION W/` ARCH. ` S�, I I _j
I I (n ,-, DWGS.) (TYP.) `+ I
0 U) U
I I QPE + C
I C � C Cc
® DL REACTION: 215 LB 0 I I
PRE-FABRICATED WOOD TRUSSES: LL REACTION: 215 LB °' '� I
NET UPLIFT REACTION: 836 LB I I `°° j
1. SHALL E DESIGNED AND FABRICATED IN I I 9 `�� PIGGYBACK WD C I
ACCORDANCE WITH THE TRUSS PLATE INSTITUTE �' C
TRUSSES @ 24"
(T.P.I.), LATEST EDITION. TRUSSES TO BE ERECTED Q DL REACTION: 646 LB I I 0- 0
FOLLOWING THE GUIDELINES OF THE WTCA & T.P.I. LL REACTION: 646 LB ` O.C. (BY OTHERS
PUBLICATION BCSI 81-11. SUBMIT LAYOUT PLAN AND NET UPLIFT REACTION: 2,037 LB PREFAB. WD ( C
INDIVIDUAL DRAWINGS FOR EACH DIFFERENT TRUSS, I I TRUSSES @ 24" m
SIGNED AND SEALED BY A FLORIDA REGISTERED O.C. ( Y OTHERS)
PROFESSIONAL ENGINEER, FOR APPROVAL BY PREFAB. WD TRUSS GIRDER ( Y OTHERS) 11,_8 " PL OQD SHEATHING
STRUCTURAL ENGINEER PRIOR TO FABRICATION. I (REFER TO NOTE 2) co 2
T.O. SILL N
2. PROVIDE PLYWOOD SHEATHING OVER ALL TRUSSES
u
SPACED AS SHOWN ON PLANS. PLYWOOD I I t �� x`13+ I F-CLASSIFICATION SHALL B "C" O BETTER AND THE I
EXPOSURE SHALL BE EXTERIOR. INSTALL PANEL'S B-1 (BELOW)
STRENGTH DIRECTION PERPENDICULAR TO TRUSSES.
3. NAILING REQUIREMENTS: I C C C PREFAB. WD TRUSSES OD �
EXTEND CONCRETE I X"124" O.C. (BY N
6 OTHERS) (TYP.) C �,
NAIL TYPES: RING SHANK m I I —— ®— COLUMN TO BELOW I ro
NAIL SPACING: 41 O.C. AT PANEL EDGES; 6" I C I — — I OF SILL (TYP.) I I
CL
C7
ELSEWHERE C C
12" 12" I e
0
C I I I C I 3„� 13” I
4.Z INDICATES WOOD CONNECTOR. REFER TO I I C I °3
SCHEDULE. ' I I
a
I I I C I a T U
PROVIDE (2) 30"x30" 1 1 I
C
5 CORNER BARS AT
C I I I I ro
MIN. 2x4 BOTT. CHORD I I I I
OUTSIDE OF TIE BEAM BRACING (BY TRUSS I I I o
1 I I
(TYP. AT EA. CORNER) DELEGATED ENGINEER) I I
(MIN. 2 ROWS) I I
1 1 C C w l l I I
I I C I 0 DL REACTION: 575 LB O
C I 3 C I r LL REACTION: 575 LB *�
'
IF- I I I I NET UPLIFT REACTION: 1,624 L �i
I I I I I OD
DL REACTION: 510 LB PREFAB. WD TRUSS GIRDER (BY OTHERS) C I t,
LL REACTION: 510 LB
NET UPLIFT REACTION: 1,452 LB C I I I I I C
C I _
I I DL REACTION: 1,146 LB
' m
I I I cv I LL REACTION: 1,146 LB ;4
I I NET UPLIFT REACTION: 3,247 L
IC C IC C
I
PREFAB. W TRUSS GIRDER ( Y OTHERS) I I
Job No. 100481
I
C C I
TB-1 Cate_LZ22
J10
C I I I Scale SHOWN
1 C 3 DL REACTION: 1,015 LB ® DL REACTION: 465 LB ® DL REACTION: 230 LB
I C I LL REACTION: 1,015 LB LL REACTION: 465 LB LL REACTION: 230 LB Zj
NET UPLIFT REACTION: 2,905 LB NET UPLIFT REACTION: 1,665 LB NET UPLIFT REACTION: 840 LB
0 TB-1
7300 North Kendall Drive, Suite
2'°0" PREFAB. WD JACK PREFAB. WD JACK
TYP. TRUSS 0 24" O.C. TRUSS GIRDER (BY i � F [ r � I
(BY OTHERS) (TYP.) OTHERS) (TYP.) Tel 305.670.2350 Fax 305.670.2351
CC e n g . CO
LOW ROOF PLAN .
Sheet No.
Juan 3. Fuentes, PE
engineering Florida License
as