01-0010-006 3 ROOF DECK NOTE TRUSS MANUFACTURER NOTE
1
2
„
O S.1 O C-DX a
DECK TO BE 5 8 MIN. C DX PLYWOOD NAILED WOOD TRUSSES TO BE DESIGNED FOR THE
TO ALL SUPPORTING MEMBERS w/8d NAILS FOLLOWING SUPERIMPOSED ROOF LOADS. SEE 7-- CL a_
20'-9" ® 6" O.C. ( TYP. ) SEE GENERAL NOTES FOR GENERAL STRUCTURAL NOTES. +� , :00
2'-0" 21'-3" 2'-0" ADDITIONAL INFORMATION D = 35 PSF TOP CHORD = 25 PSF y� x 2 I 1/2 QS x 12
O.H. O.H. 2'-0" 15'-2" 2'-0" 2 - 5/8"0 A307 THRU-BOLTS
2 x 8 STRUCTURAL FASCIA TYP. m L = 20 PSF BOTTOM CHORD = 10 PSF •� TYPICAL" LAG SCREW �
(TYP.) (VERIFY IN FIELD) (TYPICAL) o
° S2
. WIND PER ASCE 7-93 ... W.P.
\ o o N = 3 x 8 2 21
m 2x STRUCTURAL N w
. ......w.. ......... ..... .:: ........ ............ FASCIA REQUIRED (MIN.)
O ............. 2 - 3 4 o
00 0o co 00 00 0o 0o ao : �° o 3 x 8 THRU-BOLTS o o
I
3 x 8 - READ 3 1/2" ® 4" C.C. (TYP.) SEE ARCH ® 2'0" O.C. m
x x x x x x x x _
_ RL-......... +0.38 K .(TYP.)
NI _
TB 2 RAKED
o „
i� r� r7 i� i•� r7 r7 r� -
� RD-.. +0.69 K
ui
3 x 8 �• R NET 1.00 K r-
w
E=Ml
.��� 3 x 8 N
S.2 ( „ )
USE SEMCO TAPL12 -p�- SHIM FOR
- " - LATERAL TRUSS ANCHOR �� tl ��� FULL BEARING
'� „ „ +� A „ �t w 9 - 10d NAILS TO STRAP & /211.'= " - -- --
o N SCALE. 1 1 1 0
/
O 4 x 10
a 3 x 8 0_ � � ,� 4 x 1Q . „ „
1 x 6 T. & G. DECKING 3 x 8
S.1 6 10d x 1 1 2 NAILS TO
r 2 x 8
w 2 10d NAILS ® EA. y
HIP HIP
� t- io �- U U SEAT PLATE. UPLIFT = 1255# TYPICAL .CONNECTION OF STRUCTURAL
JOIST (TYP.) a » a - -� PROD. ACCPT. #98.1016.02 COMMON RAFTER TO HIP
3 x 8 3 x 8 - Z 5" x 5" x 3/8" x 0'-7" FASCIA A2
GO cn S
Q < REACTION � d-
ao
_
0
R +0.38 K
L
I 1131
•- � _ RD-.. +0.69 K - SECTION
B I PRE ENGINEERED WD. TRUSSES @ 2 0" O.C. I oo Rw NET = -1.00 K ��,, z
of I cD „ S.1 v f- °�° USE "SEMCO" TAPL12 �'y _ „
N N x 3 x 8 3 x 8 x - L�ERAL TRUSS ANCHOR �G -
4 x10 4 x10
� 0 w 9 - 10d NAILS TO STRAP & •.• • \� •. ,� „• SCALE 1 1 � � Q ',
v) `D `D V~) 6 - 10d x 1 1/2" NAILS TO HIP HIP
0 : 3" x 8" 3" x 8" : SEAT PLATE. UPLIFT - 1255# S W
PROD. ACCPT. 98.1016.02
® 0
x x ^ s W
B
N „ „ \ N
CC
LL
" n � f) 11
7
3 x 8 REACTION - '-
. 3 x 8 + �J
SCALE. 1 1 2 - 1 0
+ A• OVER RAMIN S.1 RL=......... +0.38 K 2 ,, CONNECTION @ ROOF PEAK (�
- -
RD=..... ... +0.69 K 'S%O
3" x 8" x 6'; +� 3" x 8" : BY T USS ANUF. Rw NET 0.85 K ��'�• - W
o - - O
(NET)
J
0 RF
USE SEMCO TAPL12 Z
E II •d-
° _ yiA LATERAL TRUSS ANCHOR m O
00 00 0 00 0 - w/ 9 - 10d NAILS TO STRAP & CONCRETE BEAM SCHEDULE - < o
x x x x x x x x 6 - 10d x 1 1/2 NAILS TO 0
SEAT PLATE. UPLIFT 1255 `� LCD
O PROD. ACCPT. #98.1016.02 MARK ELEV. SIZE REINFORCING STIRRUPS (#3) SEE REMARKS Q J
0 0 „ 8 x 12 „ * CON 00 \
I = 3 x 8 W 3 x 8 \ IN. BOTT. TOP C RT TYPE SIZE & SPACING cc
o I�
N TB-1 +8'-4"** 2 - 5 2 - 5 * T1 ® 48 1. 2. O
o # O
_ 4 EXISTING MIN. * * MATCH EXISTING
2 0 8 TIE BEAM RAKE 8 x 12 N U f'�
3" x 8 3" x 8 �_ \ S.2 TB-2 2 - 5 2 - 5 * T1 ® 48 * CONT.
o : BEAM MIN.
7 X L__lxo
G R 0 0 F
x TB-3 -O'-8" 8 x 12 2 - #5 2 - #5 * T1 ® 48" * CONT. SEE SECTION -/S.2
MIN.3„ x 8 3" x 8
3
C8 x 115 NEW TIE BEAM
.. ..
.................................. ..................................... NOTES: 'I
® � C8x11.5 ® -
L ® - ® ® - ® ® ® ® ® - _ _ - ® - _ _ _ DRILL & EPDXY GROUT
2 - #5 x 2'-6" INTO 1. ADD 4 - #3 T1 ® 12" O.0 ® EA END, CORNER, OR INTERSECTION
EXISTING TIE BEAM AS SCHEDULE
OVERFRAME BY TRUSS MANUF. 4" x 4" POST(s) SHOWN 2. DROP BEAM BOTTOM TO TOP OF ALL OPENINGS & ADD 2 - #5 BOTTOM STEED COLUMN
® m AND #3 T1 ® 6" - DROPPED SECTION TO EXTEND 8" EACH SIDE OF OPENING -
SEE SECTI N 3/S.2 SEE BEAM TO TIE BEAM REINFORCING SPLICE DETAIL SHEET S.2
E X I S T I N G R 0 0 F: E X I S T I N G R 0 0 F SEC°r 0 COLUMN DIAGRAM COLUMN MARKS AND DETAILS
SCALE. 3/4" 1 0 3. RAKED BEAM REINF.. 3\p, TS
TYPICAL SPLICE DETAIL ��� .. t'T �
� TO EXISTING TIE BEAM � � �•..,. J
LL]
PARTIAL ROOF FRAMING PLAN i �\ /� W Z
- - - - -- - : --SCALE: 1/4 = 1'-0 ...- "_ \ CAP PL. SEE DETAIL /s.2 m W
5" CONCRETE SLAB
0. O �
1 3'-7" 4'-0" #4 #41® TEMPC. & O COLUMN TS 4" x 4" x 1/4" (SEE
FOR WRAP) WGS LLJ
3" 20'-9" 3„ - S.2 2�p'" WELD 3/16" 'I
_ WF-16
- - - - - Q 15'-2° 2 - 5
- CD _ N 4° THICK CONC. SLAB ON GRADE (TYP I I BASE PL. 10" x 3/4" x 0'-10"
1 TS I TB-3 0 I I (VERIFY IN FIELD) REINF. w/6 x 6 - W1.4 x W1.4 W.W.F
® TS d STIRRUP TYPES
O 1 - - - - WF_24 - - - - J O O I OVER 6" MIL VAPOR BARRIER ON 1 1/2" NON-
1 - 0 COMPACTED FILL SHRINK Li
oo - M 4 - 3/40
O 1 _._._ ...; .. ._............ ....._._._._... _ GROUT BOLTS
g DENOTES 1 - #5 ANCHOR
IN GROUT FILLED Q
I- r _ _ _ _ _ _ _ _ _ _ -I i BLOCK CELL (TYP,) 1
: I RM548 I :
1 I 1 O I I 1 CD WF-16 1 WF-16 1
- - - - �- - - - - - - - - - -
L_ - � - � c - - -1.. 1 T1
F6.5 I _ -P _
I I I � 11 I F6.5 I � - - - - � 48 SF 1- - - - - �
1 - a +45 PSF 1 - - - - - - FOOTING SCHEDULE --
4 THICK CONC. SLAB ON GRADE I I I I J I zo i
REINF. w/6 x 6 - W1.4 x W1.4 :w.W.Id 1 I 0 1 -48 PSF I j ,� BOT REINF. TOP REINF.
OVER 6 MIL VAPOR BARRIER ON I I : 1 $2 1 +45 PSF 2Q -48 PSF I 1 1 o MARK ELEV SIZE DEPTH REMARKS
1 COMPACTED FILL I I I 1 +45 PSF 1 T m Q (IN.) L.W. S.W. L.W. S.W.
- ELEV. -0 0 I _-_ 3::
MATCH
I. WF-16 16" WIDE x CONT. 10" 2 - #5 -x- CONT.
oD r7 d .d- z EXISTING
I I N I I I j ELEV. -0'-8" : I I I N�, r i 1 1 1 I I 0 MATCH ,> >� _
I _ I WF-24 24 WIDE x CONT. 12 3 5 CONT.
M Lo m # -
N m I I : I N I 1 I I p EXISTING
� I I I 1 1s _ 1s
...mr -rrii?7777/
4 ® 12" x 4'-0"
1 I o
5 1'-g» / (TYP. 4 SIDES) I I 'I z F4.0 MATCH 4'-0" x 4'-0" 12" 4 - #5 4 - #5 4 - #5 4 - #5
S 2 I I I I I 2 N EXISTING -
�I 1 I I : 1 S 1 w F6.5 EXISTING 6'-6" x 6'-6" 18" 8 - #5 8 - #5 8 - #5 8 - #5
�-
BE OW � BE OW
I
I :
- 8„ -� SLAB 19'-11" SLAB j- - 8,� -
ELEV. -O'-0"
RM548- RM5481 : 1 DRILL & EPDXY GROUT
co
TB-1 2 5 x 2'-6" INTO
O I ....-.. -.-. ...... .. ........................................... ....... -.J. ..............�... .................. . SHOWNG FOOTING AS CONCRETE COLUMN SCHEDULE
_ _ SHOWN
_- � � I
WF
24
1 I I 1
O O
0 „ I TB 1 I I:
ELL „12 -4 2 -o MARK SIZE VERTICAL TIES (#3) REMARKS
- - - - - REINFORCING
- J DRAWN
1 TN I I: o „ „ „ „ TPA
F6.5 13'-:.:9„ m I N F6.5 1 8 x 12 (MIN.) 4 - #5 #3 ® 8 TYPE A
CHECKED
I: _I I :I Ism
DWH
� DATE
BELOW �: co :� BELOW j, 1/5/2000
SLAB I I SLAB 6 2 0
SPLICE - THE SUFFIX "S" WITH A COLUMN MARK INDICATES A STARTER COLUMN WITH 1 #5 x 12" DOWELS EPDXY SCALE
GROUTED 6" INTO EXISTING TIE COLUMN OR GROUT FILLED BLOCK CELL ® BASE, MID-HEIGHT & TOP AS SHOWN
OF COLUMN. (TYP.)
1s 1 1s SOS NO
L_ - - F4.0 F4.0 - - - �
O O
7
,�+ p� � - ALL SPLICES ARE_CLASS- C U.O.N.
- - - - - - - ® - ® ® � ® _ ® ® ® ® ® _ ® - _ _ � s.2 _ DONALD. HODGE, T RE SHEET
N 1 \ SCALE: 3/4 = 1'-0 COLUMN TYPES: 5901 S.W. 74th STREET E X05
\ TYPICAL SPLICE DETAIL SOUTH MIAMI, FLORIDA 3143`
PARTIAL FOUNDATION PLAN c TO EXISTING FOOTING
(305) 663-8885_ F�Ak (30 663-9841
G.C. NOTE: e o _
SCALE: 1/4" = 1'-O" SEE SECTION 7/S.2 0 0 DONALD HO.DGETtfS.T 8�' 3 CIVIL
FOR CONSTRUCTION 0
SEQUENCE - -
TYPE "A" of 3