01-0010-007 3
- ROOF DECK NOTE TRUSS MANUFACTURER NOTE
OS.1 I O2 DECK TO BE 5/8" ( MIN. ) C-DX PLYWOOD NAILED WOOD TRUSSES TO BE DESIGNED FOR THE - ___ _ _ a
TO ALL SUPPORTING MEMBERS w/8d NAILS FOLLOWING SUPERIMPOSED ROOF LOADS. SEE
® 6" O.C. ( TYP. ) SEE GENERAL NOTES FOR GENERAL STRUCTURAL NOTES.
ADDITIONAL INFORMATION
2'-0" 21'-3" I 2'-O° D = 35 PSF 'Sio _x 1/2"0 x 12"
TOP CHORD = 25 PSF
O.H. O.H. 2'-0" 15'-2" 2'-0" BOTTOM CHORD = 10 PSF "� 5/8"0 A307 THRU-BOLTS -- --; LAG SCREW
2" x 8" STRUCTURAL FASCIA (TYP.) I L = 20 PSF (TYPICAL) -
(VERIFY IN FIELD) _ =
0 2 WIND PER ASCE 7-93 W.P.
No I 3n x s" S.2 N 2n.. 0
N
O , .... 77= ........ ........ ........ ..... ..... ...... .......... 8 v I FASCIA REQUIRED ............. ..
2x STRUCTURAL 2 - 3/4"0 MIN.) \
°0 °0 00 °0 °0 °0 °° °0 3" x 8" o REACTION 3" x 8" THRU-BOLTS o
3 �12" ® 4" C.C. (TYP.) SEE ARCH ® 2 SO O.C.
x x x x x l x x x = -- "N TB-2 (RAKED R=......... +0.38 K ..(T .)
"
in i7 M n I -to -to i7 p n 0 ® I TB-1 (+8'-4"� RD=. . +0.69 K v' i
3 x 8 3 x 8 1 Rw (NET)) = -t00 K
`r S•2 USE "SEMCO" TAPL12 DETAIL
sry Q x ��'3 SHIM FOR •• ••••• a
LATERAL TRUSS ANCHOR
STRAP P O ® - �_ i FULL BEARING
1" x 6" T. & G. DECKING a : 3" x 8" A '�� ' 3" x 8" a N - - - - - / 10d NAILS A & j SCALE: 11 2 - 1 0 4" x 1' 4" x 10"
S.1 + .• I 6 - 10d x 1 1/2 NAILS TO 2" x 8"
w� 2 - 10d NAILS ® EA. v do v LI �� SEAT PLATE. UPLIFT = 1255# TYPICAL CONNECTION OF HIP HIP STRUCTURAL
JOIST (TYP.) a " " " " : a .. PROD. ACCPT. #98.1016.02 COMMON RAFTER TO HIP FASCIA
in ch
3 x 8 3 x 8 �, (T P. x 4) x 3/8 x 0 -7
a a _ � - �w
_ REACTION
lL : r. '•. .•' L� m m a s 2
J n n n n J u u O -------
R�_. +0.38 K _ -------- �•-- .- ;' �_
: 3 x 8 3 x 8"1:
a I I _ .......: ` -r-� c
rcn
j - N N D T ® '- " j � RD= _ +0.69K I �-i-� _ SECTION
i+) a EERY RUSE .2 Rw (NET) t00 K ---- ` Y __L_. Z P')
cD cD 0D USE "S MCO" TAPL12
N N =x 3" x 8" 3" x s" ' x 0 I SCALE: 1 1'-0" .,
LATERAL TRUSS ANCHOR 1
co co w/ 9 - 10d NAILS TO STRAP & 4" x 10" 4" x 10 (n
N " " " : N 6 - 10d x 1 1/2 NAILS TO HIP HIP I- -
3 x 8 3 x 8 SEAT PLATE. UPLIFT = 1255# W
200 x x I PROD. ACCPT. #98.1016.02 DETAIL W 0
N 3 x 8" 3" x 8" I -
'Z�Q N I REACTION SCALE: 1 1 2 = 1 0 W I- I-i--
A ' •. _ OVER RAMIN _ S.1 R�=......... +0.38 K CONNECTION ® ROOF PEAK I-
Ro=......... +0.69 K
BY T USS ANU_F. �NET) _ Z_3" x 8" x 6 : +/0;' . 3" x S" : Uw C-0.8T5APL12 z J O
0 RF E y owl
LATERAL TRUSS ANCHOR Q'] 0
oo 00 00 00 00 00 00 w/ 9 - 10d NAILS AI LS TO STRAP &
6 - 10d x 1 1/2" NAILS CONCRETE BEAM SCHEDULE � � � O
x x x x x x x x U,00 p z z SEAT PLATE. UPLIFT = 1255# - III
O ..... ... .. ..... ...........
PROD. ACCPT. #98.10,6.02 REINFORCING STIRRUPS (#3) D d
" " MARK ELEV. SIZE SEE REMARKS
o = 3 x s w 3 x $_ ' . IN. BOTT. TOP C RT TYPE SIZE &V SPACING NOTE c �
N 0 0 CIr 4 I 2'-0" 8" EXISTING TB-1 +8'-4"** MIN.12 2 - #5 2 - #5 * Ti ® 48" 1., 2. * * MATCH EXISTING a I) O O
" 3" x 8 D S•2 TIE BEAM RAKE x 12 a. CV U n
3 x 8 F TB-2 2 - #5 2 - #5 * T1 ® 48 * CONT.
7 x ° x E X I S T I N G I R 0 0 F
BEAM MIN.
S.2 =' x
X : " - - TB-3 -0'-8" (MIN.)
2 - #5 2 - #5 * T1 ® 48" * CONT. SEE SECTION -/S.2
3 x 8 3
S.2 - - -
C8 x 11.5
-- -- -- NEW TIE BEAM
NOTES:
C8 x 11.5 DRILL & EPDXY GROUT
L - - - - - - - - - - - - - - - - - - - 2 - #5 x 2'-6" INTO 1. ADD 4 - #3 T1 ® 12" O.0 ® EA END, CORNER, OR INTERSECTION
EXISTING TIE BEAM AS STEEL COLUMN SCHEDULE
: OVERFRAME B TRUSS MIANUF. 4" x 4" POST(s) SHOWN 2. DROP BEAM BOTTOM TO TOP OF ALL OPENINGS & ADD 2 - #5 BOTTOM
AND #3 T1 ® 6" - DROPPED SECTION TO EXTEND 8" EACH SIDE OF OPENING
E X I S T I N G R 0 0 F. SEE SECTION 3/S.2 E X I S T I N G R O O F SEE BEAM TO TIE BEAM REINFORCING SPLICE DETAIL SHEET S.2 COLUMN MARKS AND DETAILS ry
SECTION COLUMN DIAGRAM
- 1'-0" - m
SCALE: 3/4" = 3. RAKED BEAM REINF.:....,.,...,' 3• TS J
TYPICAL SPLICE DETAIL ''" •... (ryA 0'
TO EXISTING TIE BEAM
PARTIAL ROOF' FRAMING PLAN `.::....:-' � ���: ::-- ���\`," ....., CAP PL. W z
r
• SEE DETAIL A/S.2 � W
SCALE: 1/4" = 1'-0 O �
5" CONCRETE SLAB -.. _
1 w/ #4 ® 6" O.C. & O COLUMN TS 4" x 4" x 1/4" (SEE
FOR WRAP) WGS ry C/)
3'-7" 4'-0" #4�® 12 TEMP
2• W
3 20'-9" 391 S.2 oy I I WELD 3/16" r
_ _WF-16
N 15'-2" 4" THICK CONC. SLAB ON GRADE (TYP. 5 ( 10" x 3 4" x 0'-10"
- = VERIFY IN FIELD) BASE PL. /
1 U- TB 3 o I I ( REINF. !%/6 x 6 - W1.4 x W1.4 W.W.F
STIRRUP TYPES
O TS - - - WF-24 -I f®-- - - - J . TS O I COMPACTED FILLPOR BARRIER ON SHIZIN'K NON- "
Q7 M
O - - - -
B . ...........:..... ....................... ....... .............:.......... ............ GROUT ANCHOR4
DENOTES 1 #5
' """"""""""' _ _ _ _ _ _ ' ' ' ' IN GROUT FILLED Q
(- _ _ _ _ _ i I BLOCK CELL (TYP,) 1 BOLTS
I I F �? RM548 - - - - - � I I � ,• �
0 I I WF-16 O WF-16 O
L_ - � I � _ J T1
F6.5 I I I ® I I ( F6.5 I r- - - - - -i- - �- - - - - - -� I S.'L
0 I I 1
1 I 1 � 4- Q� ! I ! - - - - - - FOOTING SCHEDULE
4" THICK CONC. SLAB ON GRADE I (: , 0
REINF. w/6 x 6 - W1.4 x W1.4 W.W.0 ( I I I ..�psF I BOT REINF.
I I I OVER s MIL VAPOR BARRIER ON I I I _ \' ;'r' d� PsF; I I � g SIZE DEPTH TOP REINF.
COMPACTED FILL MARK ELEV
�- �-�s c� I I � I REMARKS
I I
U- I _� ' " -�..�►s esF,' I I ;r, ¢ (IN.) L.W. S.W. L.W. S.W.
I : I I I I 1 3 I I - �V• �'-0 13 z WF-16 EXMATCH ISTING
16" WIDE x CONT. 10" 2 - #5 x CONT.
°' n N i : I I co 00 I I : I N"' '`� I � I I MATCH
I 1 I ELEV. -O'-8 It I 1 I n
N m 3I I I a� I I : 13m N 1s I ( I 1s I WF-24 EXISTING 24" WIDE x CONT. 12" 3 - #5 x at CONT.
I I I I I I 0 .� •m•„�„
(4 ® 12" x4'-0" : 0
TYP. 4 SIDES) .1
5 1'-9" Z F4.0 MATCH 4'-0" x 4'-0" 12" 4 - #5 4 - #5 4 - #5 4 - #5
S 2 I I I I 2 N EXISTING
�I I I ( : I S•1 ix F6.5 EXISTING
6'-6" x 6'-6" 18" 8 - #5 8 - #5 8 - #5 8 - #5
B OW
aw
�- - $�� -� SLAB 19'-11•, SLAB � - 1 g'�
ELEV. -0'-0"
RM548- : RM5481 I DRILL & EPDXY GROUT
L - - - - -� I TB-1J I 2 A x 2 -6 INTO... .................. . SHOWN G FOOTING AS.- ...:.. .. ...........................................�...... CONCRETE COLUMN SCHEDULE
00
TS I-WF-24� I I � I :I TS
„ I TB-1 n O I VERTICAL
- - - s _�, 12 -4 ✓- 2 -0 - - J MARK SIZE REINFORCING TIES (#3) REMARKS DRAWN
.--• I N I O r n n n "A"
F6.5 , 'I rN I F6.5 1 8 x 12 (MIN.) 4 - #5 #3 ® 8 TYPE TPA
13 -9 I: _I I I I m CHECKED
�° r ! I � � 1s DWH
DATE
SLAB W I I c I I SLAB W 6" 2'-0"
1/5/2000
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 off,^ AS SHOWN
I I I OF COLUMN. (TYP.)
1s
L _ _ _ I F4.0 1 : F4.0 L_ - - - -� 1s Joe No
^7, SECTION - ALL SPLICES ARE CLASS "C" U.O.N.
- - - - - - - - - - - - � - - - - - - - - - - - � S.2 DONALD,°HQDG `T�T� I'.E- SHEET
0 SCALE: 3/4" = 1-0 COLUMN TYPES: 5901 S.W. 74;th:STREET ` 5
- \ TYPICAL SPLICE DETAIL SOUTH MIA:MIP'-FLORIDA''
PARTIAL FOUNDATION PLAN � TO EXISTING FOOTING
(305) 663-8885 FAX (305 6 -9841
G.C. NOTE: � ' DONALD; HODG TTiS *.#18 �CfVIL•
S . 1
SCALE: 1/4" = T-0 SEE SECTION 7/S.2 0 . �
FOR CONSTRUCTION 00`', 6
SEQUENCE
TYPE "A" ", of 3