HomeMy WebLinkAboutFLOOR & ROOF FRAMING PLANSrevisions
no. date
3
2. L;
q'-b" T.O.B.B.
FIRS
TIE -BEAM SCHEDULE
REINFORCING
#3 HOOP5
TOP
MID
BTM
MARK
31ZE
OR 5TIRRUP5
REMARKS
TYPICAL MASONRY TIE BEAM GONT.
UNLE55 NOTED OTHERWI5E
BB -I
Bx16
1#5
-
-
NONE READ.
(2) COUR5E5 FILLED
CA5TGRETE HIGH STRENGTH LINTEL
L-1
8x16
1#5
-
1#5
NONE READ.
(2) COURSES FILLED
CA37CRETE HIGH 5TRENGTH LINTEL
L-2
Bx46
1#5
-
1#5
NONE READ.
ALL COURSES FILLED
CASTGRETE HIGH 5TRENGTH LINTEL
L-3
Bx26
1#5
-
1#5
NONE READ.
ALL COURSES FILLED
GA5TGRE7E HIGH 5TRENGTH LINTEL
L-4
Bx34
1#5
-
1#5
NONE READ.
ALL COUR5E5 FILLED
CA5TCRETE HIGH 5TRENGTH LINTEL
L-5
Bx12
1#5
-
1#5
NONE READ.
ALL COUR5E5 FILLED
Bx34
1#5
-
1#5
GA57GRETE HIGH 5TREN07H LINTEL
ALL COUR5E5 FILLED
5x2q
1#5
-
1#5
L-6
NONE READ.
PROVIDE#5 Z-BARS ® BOT. TRAN5ITION
CA5TGRETE HIGH 5TRENGTH LINTEL
L-7
8x2q
1#5
-
1#5
NONE READ.
ALL COUR5E5 FILLED
GA57GRETE HIGH 5TRENGTH LINTEL
L-b
0x14
1#5
-
1#5
NONE READ.
ALL COUR5E5 FILLED
CA57CRETE HIGH 5TRENGTH LINTEL
L_q
Sx30
1#5
_
1#5
NONE READ.
ALL COUR5E5 FILLED
DIAPHRAGM SCHEDULE
DIAPHRAGM NAILING
DIAPHRAGM
ZONE I
ZONE 2
ZONE 3
PANEL
FRAMING
BOUNDRIE5
EDGE
INTER.
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
5PAGING
REMARKS
APA RATED SHEATHING
EXP05URE I, OR EQUAL
24" O/G
IOd
IOd
IOd
IOd
IOd
IOd
IOd
BLOCKED A5
ROOF
5PAN RATING 40/20
MA3200MAX.
6 11 O/C
6 ## O/G
6 11 O/G
b 11 O/C
6 O/C
4 O/C
4 O/C
SHOWN ON PLAN
APA RATED SHEATHING
5EGOND
5TURD-I-FLOOR, OR EQ.
24" O/G
IOd
IOd
IOd
GLUED AND BLOCKED
FLOOR
5PAN RATING 4B/24
23/32"
MAX.
6" O/C
6" O/C
10" O/C
A5 SHOWN ON PLAN
APA RATED 5HEATHING
NAIL CORNER 5TUD5
EXT.
EXP05URE 1, OR EQUAL
I6" O/C
IOd
IOd
IOd
AT 4" O/G MAX. TYPICAL
WALL
5PAN RATING 40/20
Iq/32
MAX.
4" O/C
4" O/C
(2" O/C
BLOCK FREE EDGE5
1) ALL NAILS TO BE OF RINGSHANK VARIETY UNLESS NOTED OTHERWI5E.
7RU55 CONNECTOR 5GHEDULE
FA5TENER5 PER
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (FI)
PRODUCT
MARK
U5P
CONNECTOR
TRU55
GONG./TIE-BEAM
51NGLE
STRAP
DOUBLE
5TRAP
51NOLE
STRAP
DOUBLE
STRAP
51NGLE
5TRAP
DOUBLE
5TRAP
APPROVAL
TG-1
HTA 12/12R
M) 10d x 1-1/2"
-
070 #
2430 #
710 #
1310 #
270 #
1215 #
FL 17680
TG-2
HTA 20/20
M) 10d x 1-1/2"
-
070 #
2450 #
710 #
1310 #
270 #
1215 #
FL 17660
TC-3
RT16M
I (q) 10d x 1-1/2"
(4) 1/4" x 1-3/4" TAP.
13g5 #
27g0 #
4eO #
g60 #
630 #
1260 #
FL 107317
TG-4
HGAMIOKT
(4) 1/4"xl-1/2" W5
(4) 1/4" x 1-3/4" TAP.
1115 #
030 #
740 #
14eO #
1 1075 #
2150 #
FL 176g17
U ALLOWABLE LOADS ARE BASED ON U5P CATALOG 54TH Ed. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS AS SPECIFIED BY
MANUFACTURER. 4) TAPCON5 SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. 5) PROVIDE APPROVED MOISTURE BARRIER PLATE OR BUILDING PAPER
BETWEEN MASONRY WALL AND EACH TRUSS.
PLYWOOD SHEARWALL SCHEDULE
5HEARWALL
HOLDOWN
ALLOW
MARK THICK GRADE NAILING 5TU05 FLOOR 51LL FDN. 51LL
ENOP05T
2nd/ FDN.
SHEAR (If)
AIq/32"
APA RATED
IOd NAILS ®6" O/G (FIELD)
2x6 #2 5P
2x6 W
NOTES:
I. ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING
2. ALL NAILS ARE COMMON, TYPICAL.
5. 5TRIGTLY FOLLOW ALL U5P MANUFACTURER'S GUIDELINES AND IN5TRUGTION5 FOR INSTALLATION OF GONNEGTOR5
(2) ROWS
_
(2) 2x6
MSTA24
235
ONE SIDE
40/20, EXP. I
IOd NAILS ®4" O/G (EDGES)
®I6" O/C
OF Ibd NAILS ®12" O/G
#2 5P
2
lu
LU
OL
110
0 L
0 V2.
W
IL
F
O V
OI
(2)2x1P.T. VV.
DGE i
�
2)2xl P.T. D. LE GER
I
O
O
Q
I Lu —X
12" D
2 112'
@ 16"
O. �
--
N
LOG TION F 5P RAL
I
O
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I �
STAI GAS SUPP RT
I
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O
O II
IF
II
K O
TEXT A
2x8 JOISTS A5 SHOWN. CONNECT TO MASONRY l^IALL
WN5PJU524 HANGER l^U(4)Iy" TAPGONS Vy/I-3/4" MIN.
EMBEDMT & TO JOISTS l^U(2) IOd NAILS. CONNECT TO
G.T. WNSP JU524 HANGER l^U(4)I0d NAILS TO G.T. & (2)
IOd NAILS TO JOISTS
designed PAR
drawn
PAR
checked
55
date
11/25/21
scale
1/4" = 1'-0" U.N.O.
job no.
21-0041 . Low
QUANTUM ENGINEERING ASSOCIATES INC.
•
StrrtcttuV/ Engiiieem�g &Cost Segregation
6415 LAKE WORTH ROAD
SUITE 105
GREENACRES, FLORIDA 33463
W W W.OEASSOCIATES.COM
Sr ,
-- a'rP�N`C,E"sFe�9��; Digitally signed
2. -I.' No sis�o •.5
by Shawn
:9�.. 5 E OF Stambaugh
,���SS�ONA�Eass LT-2" T.O.B.B. Date:
CV-6" T.O.B.B. .ni.it<mna,n«1<iearovi<ady
�igr,ee a.a.eaied nr snawo sam-
r�' naugn.Pemedate.nowmga 2021.11.29
Digital Signature.
Printed copies of this document are f I
n:ideredsi9nedand:eaiedand 15:59:15 —05 00
the signs r zt be verified on any
tele<Ironic p
Shawn M. Stambaugh, PE
FL. LIC. 61850 — C.A. 26210
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FLOOR &ROOF
FRAMING
PLANS
sheet
S-2