01-0010-009 "SEMCO' UHPGA24 "SEMCO" RTP20812 — — —_ --—_ --7-—-—-— ~
w/ 4 -:10d TO TRUSS RAFTER TIE • •
& 2 - 1Dd TO JOIST w/ 4 - 10D INTO EA. MEMBER TB-3 Til PRODUCT ACCEPTANCE DADE Co. #98-1016.04 •#98-1016.05 (TYP.) I ! I ,_ II ,III - III
• III -_-
VARIES C
OVERFRAME N
Alk
RAKED BEAM TRUSSES III III - RM548
#5 ® 48" O. . °
I I IN GROUT FILLED
— 2" 4" OUTRIGGERS I BLOCK CELLS
MATCH EXISTING "SEMCO" TAPL12 TB-2 ® 2;'-0" O.C. -
LATERAL TRUSS ANCHOR
(SEE ROOF PLAN FOR "SEMCO" TAPL12
NAILING) LATERAL TRUSS ANCHOR ROOFING
w/ 9 -10d NAILS TO STRAP
,r & 6: - 10d x 1 1/2" NAILS TO SEAT PLATE ° ° °
WF-24
#98"1016.02 +g'_4" (+/-)
+81-4 (+/-)
e
............................. .............
MATCH EXISTING
Ov
° MATCH EXISTING
PRE-ENGINEERED WD. TRUSSES
TB-1 2'-0" An 2'-0" 6 r7
® 2'-0" O.C. SEE SCHEDULE O.H.
Z rn
SEE PLAN SHEET S.1 e e TB-1
SECTION SECTION
SCALE: 3/4" = T_0 5 SCALE: 3/4" = T_0 CD
Ow O
THRI OLTS W f-- LL
1 1/2" 1rr 3" 1rr: (x4) Cn
W.P. 3/4" BENT PLATE O J O
z �-
�., < M O
O
7 1/2 4.°.x.1.Q.°..HIP.........:. .. SEE ARCH Q < LCD
SCREW(s)2"
CRW(s)2 " LAG : . ; _ 0 Of L
0
� I"� 0O
1 6" x 16" WD. BEAM SECTION c•, v rn
GALE: 3/4": - 1
4" THICK CONC. SLAB 'a
REINF. wV,6 x 6 - W1.4 x W1.4 W.W.F :4" x 10" HIP
OVER 6 MIL VAPOR BARRIER ON :: . .. : .:...::.......................................
COMPACTED FILL ( SEE SOLS REPORT ) 1n ,
tx
6" x 16" WD. BEAM :� PLAN.*
r n r " " b
+0 -0 +0 -0 _ _ _ _ +0'-0
..
.
Y" FINISH FLOOR _ _ FINISH FLOOR _ _ FINISH FLOOR
3/4" 3/4" MATCH EXISTING
III III III III III III
III III
SEE ARCHITECTURAL DRAWING F-- W
FOR VENT SCREEN SIZE AND
W
m LAYOUT ry U
I _ I
I I III I.............. MATCH EXISTING
.- .......... ........ ...............................
I=I
0 C)
2 7/8"
�;)
e e e e 1/4" LLB
WF-16 WF-16 C/)
SEE SCHEDULE 3/8" 6" 4" 1 1/2"
SECTION SECTION :2:SCALE: 3 4 = 1'--0 I 2 SCALE: 3/4" = 1'-0 ................ '�....... .... ................. ..................
L:_j
4" x 10" RIDGE
3" x 8" JOIST ....................... . .............. . .....:.........
...:.
0.:
.....;.....
EXISTING ROOF
FRAMING NOT SHOWN
FOR CLARITY
2% 6" L 6 EQUAL SPACES :(2'-O" MAX. TYP. 6" • • 2"
/4.0 A307
4" x 4" POST 3
T FFii RU-BOLTS 1/4" PLATES
TOP OF EXISTING (TYP x 8)
p
..... .............. d p TIE BEAM
" PLATE 1/4" 5 3/4" 1/4r�1/4p....... . .
1 1/2"
3 4 1O A325 THRU BOLTS "
:I EPDXY GROUT FOR FULL ....• ... ......
: I II 1s BEARING (TYP.) 1s II
SEE NEW TIE COLUMN TO
fl'-0'1 I .$EE ARCHITECTURAL.• I p'-0'�I: EXISTING TIE BEAM SPLICE 4"
DETAIL SHEET S.3 1/4"
7n 8"
EXISTING HOLLOW CORE CONSTRUCTION SEQUENCE
(I PLANK TO REMAIN I I 1. INSTALL NEW FOOTING 1 I I 1/4" PLATE
2. INSTALL NEW COLUMNS
_7 y DRAWN
I I 3. INSTALL BOTH C8 x 11.5 TPA
4. WHEN ALL CONCRETE AND GROUT HAS CHECKED
REACHED A MINIMUM OF 0.75 OF 14
OF DESIGN DWH
EX STUNG MASONRYM WALL MCAN BE DAYS DATE
1/5/2000
e e • o e o e
e e I I e e e e I I s a SHORE
SCALE
AS ROOF AS REQUIRED AS SHOWN
F4.0 F4.0 JOB NO
SEE SCHEDULE SEE SCHEDULE
DONALD b CE T x E. SHEET
5901:S.W. 74h"ST EET 405
SOUTH MIAMI FLORIDA 3 3
(305),663-8885 liq;EAX (305) 3-9841
DONALD HODGETT5 #18 c-CIVIL Su2
SECTION DETAIL TYPICAL CAP PLATE
® FOR COLUMN 00 _-4 3561
SCALE. 3 4 — 1-0 I� _ — TS
SCALE: 1 1 2 Y O O
OF 3