7615 SW 62 AVE ERPB-07-078-035 '6 .
2--0- :::.::: :::: ..
COL C-4 (2nd LEVEL) COL G-3 (2' LEVEL) 4: ` :::.:
SEE SCHED. LBEEEAM CHED.
BEAM B-2 5-2
SEE SCHED. CHED.
1 SET CLOSED TIES
O.G. T.O B. - -- gs: : : : ::.
I SET CLOSED TIES----_ ::::::::::::::.
«SEg CLOSED LIES 8 ELEV. +6 -2 •
3 8'
O.C. 12 " 6 VERT
12 " 6 VERT 1 SET CLOSED TIES is iA cfl b : : ..`??
3 SETS STIRRUPS 2 SETS STIRRUPS " 3 8' O.G.
...............
2 SETS STIRRUPS 2 SETS CLOSED TIES
I SET CLOSED TIES " 3 8' O.C. " 3 a 8' O.G,
0' 14 " 6 VERT �' 3 a 8' O.C.
iA iA 12 " 6 VERT COL C-4 (Irst LEVEL) COL G-3 (1' LEVEL) GUTIERREZ
SEE SCHED. SEE SCHED.
I 2 -0 2 _6 1 SET CLOSED TIES 4 CENTRAL BARS LOZANO
" 3 a 8' O.G. 2 0 EXTENDED FROM g' • PROVIDE COL d BEAM
g' PROVIDE COL REINF ARCHLITECTS
/� FIRST LEVEL REINFORCEMENT WITH W/ STANDARD HOOKS
SEC. COL G-1, G-2, C-3, 4 C-4 SEC. COL C-4A (FIRST 4 SECOND LEVEL) v STANDARD HOOKS
(FIRST LEVEL) SEC. COL C-4 (SECOND LEVEL) SEC, COL C-5 (FIRST 4 SECOND LEVEL) SEC. COL C-3 (SECOND LEVEL) DETAIL OF REINFORCEMENT DETAIL OF REINFORCEMENT
AT CHANGE OF SECTION COL G-4 AT CHANGE OF SECTION COL C-3 2830 W. STATE ROAD 84, SUITE117
FT. LAUDERDALE, FL. 33312
PHONE: (954) 321 -3442
FAX: (954) 321 -3864
REVISIONS
CONNECTOR PROVIDED /'
RAFTER 20'
BY RAFTERS MANUFAGT.
i
POCKET 10' WIDE x 15' DEEP '
E-10 XX
/4
5 CONC. BEAM B-4 1
tYP
CONNECTOR PROVIDED " Cf'c=5000 PSI) ELEV. 4,'O'-C3' MANUEL GUTIERREZ O
2Y'2y2' BY RAFTER'S MANUFAGT. - STATE OF FLA. REG. No. 8253
El0 XX El0 XX
o— - o - -o— - TYP 1/4" ' O '14' TYP
- --S� -- - - -
-- -- PL 3/ x10"x24'
ELEV_ +16 -91/2 I a' I I
�C
W/(8) 518'4, x5' LG H.S.
IN'L EMI ED PLATE
- �` - - - - -
,� CONNECTOR PROVIDED � i GONG. BEAM
3ja'xl"x18"
BY RAFTER'S MANUFAGT.
W/C3J 5/a'� x5' LG H.S. B-4 (f'c=5000 psi) ARLO OFOZANO REG. No. 0014722
-G- ; - - - - - RAFTER 63/4" x20'
HIP RAFTERS 83/4' x 33'
o J BY RAFTER'S MANUFAGT.
J
cli
— -Ga-�
PLAN VIEW
r- r=10 XX - - J - ---- 8.
—o- 144. TYP i�
2' 6' 2' CONC. BEAM
PL 3/a'x10'x24' GONG. BEAM B-4 RAFTER 6314' x20' LATERAL VIEW
W/(8) 5/a'0 x5' LG H.S. 5-4 (f'c=5000 psi) RAFTER 6-114' x20'
�4 �✓Z" �4 CONN. PROVIDED
PL 3/e'x8'x30' MAX 4 22" MIN _ BY RAFTER'S MANUFAGT.
8' --- 3Y" El0 XX
W/(6) %'0 x5' LG H.S. =
_ I L MIN = 10'
a (2) TAIL BARS g1e' x 3'-0' LG E10 XX 114 EACH SIDE
WELDED TO PLATE PL -11a"xl0'x24' - `�`r� E1
8" W/(8) '/a"m x5' LG H.S. 114 P I OF RAFTER
CONCRETE BEAM 5-4 (f'c=5000 psi) - I I 11- I I
EMBEDED PLATE
3/a"xl'x18'
COL C-4 - W/(3) 5/a"O x5' LG H.S.
PLAN VIEW 2'-0' 4cf'BE5 00 pail TO CONN.THRU/BOL S
LATERAL VIEW
FRONT VIEW WELDING DETAIL
CONNECTION TYPE - B
CONNECTION TYPE - A w
BEND PLATE 3/8' THK
El0 XX TO CONN. THRU-BOLTS
14 ' L MIN = 20'
RAFTER 6314' X20'
4 � •
518'4, x3" TAIL BARS E10 XX (114' SIZE) (2)1/',5'4 x3' TAIL BARS
BEND PLATE 3/8" THK - -- - _ _ _ - - - ELEV. +16'-9�2'
- -X XXXX— - - MAX 2' 2° 2- 2'
0 i L 6'x4'x 3/a'x12' LG
TO CONN. THRU-BOLTS ��I
0 PROVIDED BY 6' l W/(2) 1/2'0 x35/a' EMBED `�' CO
RAFTER'S MANUFAGT. � POCKET FOR NIP PAFTER - (Yi
0 ! MIN N _ _�' TITAN HD SCREW ANCHORS
T.O.BEAM -O - 0- .--1
- -- - -
- -XXXXXX- - - - - -- ELEV. +16'-91is'
w
2 " l _ _ • PROMppE TOP REINF. w 4,+O
- BARS IUITN HOOK 24 4 LG U
4 6 2 -2' 4
a 4' 6" 2'-6' (HEADED STUDS NO SHOl11-cD 1 El0 XX H.R BEARING -- 1 I I - 2 "
--1 N - -O , O Lz, �
ELEV. +15 612 TIES NO SHOWED W
T ------
1 1 FOR CLARITY) /4 LMIN 22 FOR CLARITY O
3
3 2 " 6`
TOP WELDINGS WELDED TAILS BARS DETAIL 1 GONG BEAM TB-4 z
LATERAL WELDING III BEAM 5-4
I I I
VERT
CONC. COLUMN SHEET TITLE
m 1 1 I I I I
I I n
00 -_ _ CONNECTION DETAILS
24' I � � .
THRU-BOLTS PROVIDED a2' 2' 2' L 6 x4 x 3/9 x12 LG
DETAIL OF REINFORCEMENT TITAN HD SCREW ANCHORS
BY RAFTERS MANUFAGT. W/(2) 112'0 x35/a' EMBED
AT BEAM POCKET
SCALE: 1'• I/4'
6314'X20' RAFTER
N
e
a
CONNECTION FOR RAFTER JOB No.:
ON TOP OF ELEVATOR ROOF SLAB
DATE:
09/12/08
J
Q
z
Z
PERMIT ENGINEERING SERVICES, INC. SHEET
Q
801 PIKE ROAD,
Z WEST PALM BEACH , FL 33411
PH: (E�61) 68S-39BI S - 1 . 5
CERT. NO. EB 0006989
ALBERT P. KWAN P.E.
PE 55185 OF
U_
MARIAN[