12-1372-082U=419 LB
G-385 LB
USE (1) NVSTA-16
AS MFR 15) NU-VUE,
NOA# 12-0130.32
W/(9)106x1.5 NAILS
ON STRAP (6)106x1.5
NAILS ON SEAT
7
0
1.6..
O.H.
U-1583 LIS
G=1165 LS�
USE (1) NVHTA-16
AS MFR BY NU-VUF,
N04012-013032
W/00)10cIAE. NAILS ON STRAP
(6)10dx1.5 NAILS ON SEAT
40'-0"
U-3922 LB
G=4314 LB
1, 0„ USE STRAP
TYPE IA S-
U =1143 LB
I I ,�=1944 LB c�
USE (I) NVI4TA-16
% 1 AS MFR BY NU-VUE, /
12-0130.32
i �W/(18)10dx1.5 NAILS ON STRAP v�
(6)106x1.5 NAILS ON SEAT
>zOuk; Op ?"x4111
I' I
i�l I
I/I
;f I
II
II
"1
' I
F/
A I
U=1661 LD
G-1852 LB
USE (U NVHTA-16
AS MFR BY NU-VUE,
NOA# 12-0130.32
W/(18)10dx1.5 NAILS ON STRAP
(6)10dx1.5 NAILS ON SEAT
O.N.
/ A� U=4-186 LB I
11
/G-4786 LB / 1 1
USE STRAfi J 'I
TYPE "A" /
i
=NG IN
WOOD ROOF/
=6 92411 O/C. ,
01 OF BLOCKING EQ'S.
ty-�
L" 8F5 /w
/ I
' New
j' WOOD ROOF I I
iLuA-/ TRUSSES 924" O/C,,,/ I
[vo j;
IL
11
m
10' OF LOCKING REQS. �
`� I I
i
/ 5-4
i q)
iLLI �x j I
/ I ; I'
u=15x3 , G=1165 LB / ,' / �
I / U6E ( q 20 FL 13285 / I I
W/ 8)16 o LEDGER U=5632 LB
5=5985 LB I I
' ( 6)10 I % TRUSS ;/ USE (I) NVFH 2E3 TgAf�
/A5 MFR BY U -V E
INDUSTRIES, I I
I ' TYPE B
U-3922 LB , �J ; U=5125 LES- I I
G=4374 LB / / �,, ''O �� /
SE (1) NVFHE2B it LEDGER- i' 5-4 / G=5421 LB /
I
STRAP AS MFR BY TYPE B o/ j - / �� USE STRAP; �I
/
NU LEDGER / /� -/ - /� TYPE A
ll
11- /'' - TYPE Bim`' / GIRDER /
1 INDUSTRIES. --T8-2- - L _ TRUSS
/ T5-1 ' I
_ I '
/� /� j - 1 / LEDGER
- - ---.-._ - -
Lj TOP B._OTTOM 0
- - -
0
00
CHORD HORIZ. O
0
o
BRIDGING
NAILS ON SEAT
@
IF
wLIALLI
oop 1
CC CD
-ENGINEERED='-
_
7'-011
2
i'
S_r✓
-
�a
N,
t 1 �2 O/G. 1
CVZ
��
L
ul
x �•
1 I
T1
LL
�
Y
!K
J
PRE -ENGINEERED -
.v
USE (1) THD28 FL 13285 G=539 LB Q
PIGGY BACK WOOD
I
-
ROOF TRUS6E6
W/(28)16d @ LEDGER USE (1) NV5TA-16 a)
I [Cl
924" O/C.
i AS MFR BY NU-VUE,
(16)106x1 /z TRUSS
/ I
' New
j' WOOD ROOF I I
iLuA-/ TRUSSES 924" O/C,,,/ I
[vo j;
IL
11
m
10' OF LOCKING REQS. �
`� I I
i
/ 5-4
i q)
iLLI �x j I
/ I ; I'
u=15x3 , G=1165 LB / ,' / �
I / U6E ( q 20 FL 13285 / I I
W/ 8)16 o LEDGER U=5632 LB
5=5985 LB I I
' ( 6)10 I % TRUSS ;/ USE (I) NVFH 2E3 TgAf�
/A5 MFR BY U -V E
INDUSTRIES, I I
I ' TYPE B
U-3922 LB , �J ; U=5125 LES- I I
G=4374 LB / / �,, ''O �� /
SE (1) NVFHE2B it LEDGER- i' 5-4 / G=5421 LB /
I
STRAP AS MFR BY TYPE B o/ j - / �� USE STRAP; �I
/
NU LEDGER / /� -/ - /� TYPE A
ll
11- /'' - TYPE Bim`' / GIRDER /
1 INDUSTRIES. --T8-2- - L _ TRUSS
/ T5-1 ' I
_ I '
/� /� j - 1 / LEDGER
�O
U=188 LB
G=165 LB
USE (1) NV5TA-16 -A O.H.
AS MFR BY NU-VUF,
NOA# 12-0130.32 40'-C
W/(9)10dx1.5 NAILS
ON STRAP (6)106x1.5
NAILS ON SEAT
00f FLAN
SCALE: 1/411 ^ 1'=OII
NOTES
1, For;:,) GENERAL NOTI=S, REFER TO SHEET 5-1.0.
2. FOR TYPICAL DETAILS, REFER TO SHEET 5-1.1.
3. CENTERLINE of COLUMNS AND/oR WALL SHALL GOINGIDE WITH THE CENTER LINE OF BEAMS
AND/OR FOUNDATIONS BELOW.
4. CENTERLINE OF BEARING WALL OR COLUMN 1BELOUI IS CENTER LINE OF IJALL OR COLUMN IN
THIS LEv1=L UNLE&& OTHERWJ 5E NOTED.
�. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARGHITEcTUfRAL DRAUJING5.
ro. FOR EXACT LOCATION OF ANY OPENING AND/OR EOUIFI-1ENT, COORDINATE WITH
ARCHITECTURAL, MECHANICAL ANF -)ELECTRICAL DRAIUINCxS.
-1. FOR NON LOAD B1=ARING MASONRY WALLS AND/OR PARTITIONS, REFER TO ARGNITEGTURAL
DRAUJINC.S.
a. ROOF SYSTEM CONSIST OF A 5/a CDX PLYUJOOD SHEATHING NAILED W/(10)d RING 5HANK
NAILS AT 6r"O/G, (4" AT PERIMETER) OVER F'RE-ENGINEEfREED WOOD TRU55E5.
S, SHADED AREA DENOTES AREA OF BLOCKING REQ'D, REFER TO DETAILS ON SHEET 5=1.1,
10. SUPERIMPOSED ROOF LOADS:
LIVE LOAD: ----------30 P5F
DEAD LOAD -----------20 P5F
11, ALL TRUSS UPLIFT PROVIDED ARE PER AScE 1-10, SERVICE LOADS.
tB-I�
-PRE-ENGINFFRED
WOOD ROOF
TRU55E5 924" OIG.
12'-4" 1'-6'1
RTfS-1 (A50VE)-
DESCRIPTION
CJ
-
N IN
114" TRUSSES 924 O/C. W/(9)IOdxl.S NAILS
O.H- ON STRAP (6)10dxl.
TYPE B
STEEL ANGLE 3"x3"xl/2" UJ/ EXTEND LEG FY = 3r,:" KSI
NAILS ON SEAT
z
IF
CONCRETE TIE BEAM
oop 1
CC CD
-ENGINEERED='-
_
7'-011
2
i'
S_r✓
-
�a
N,
t 1 �2 O/G. 1
7
��
L
6
x �•
1 I
T
`v
@ FIRE BLOCKING
c3 �
Q d
r.
Cid
FIRE BLOCKING
HANDRAILS (NOT SHOWN
FOR CLARITY) SHALL BE 4
AS PER NOA 101-0924.11 5_3
O.H.
U=U=574 LB =
1143 1-F3, G=1944 LB
J
u
s
.v
USE (1) THD28 FL 13285 G=539 LB Q
�
I
-
W/(28)16d @ LEDGER USE (1) NV5TA-16 a)
I [Cl
i AS MFR BY NU-VUE,
(16)106x1 /z TRUSS
1 I GI
NOA# 12-0130.32
TRUS
W/(9)IOdx1.5 NAILS
I i
ON STRAP (6)106x1.5
RB -I
NAILS ON SEAT
7
2
�O
U=188 LB
G=165 LB
USE (1) NV5TA-16 -A O.H.
AS MFR BY NU-VUF,
NOA# 12-0130.32 40'-C
W/(9)10dx1.5 NAILS
ON STRAP (6)106x1.5
NAILS ON SEAT
00f FLAN
SCALE: 1/411 ^ 1'=OII
NOTES
1, For;:,) GENERAL NOTI=S, REFER TO SHEET 5-1.0.
2. FOR TYPICAL DETAILS, REFER TO SHEET 5-1.1.
3. CENTERLINE of COLUMNS AND/oR WALL SHALL GOINGIDE WITH THE CENTER LINE OF BEAMS
AND/OR FOUNDATIONS BELOW.
4. CENTERLINE OF BEARING WALL OR COLUMN 1BELOUI IS CENTER LINE OF IJALL OR COLUMN IN
THIS LEv1=L UNLE&& OTHERWJ 5E NOTED.
�. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARGHITEcTUfRAL DRAUJING5.
ro. FOR EXACT LOCATION OF ANY OPENING AND/OR EOUIFI-1ENT, COORDINATE WITH
ARCHITECTURAL, MECHANICAL ANF -)ELECTRICAL DRAIUINCxS.
-1. FOR NON LOAD B1=ARING MASONRY WALLS AND/OR PARTITIONS, REFER TO ARGNITEGTURAL
DRAUJINC.S.
a. ROOF SYSTEM CONSIST OF A 5/a CDX PLYUJOOD SHEATHING NAILED W/(10)d RING 5HANK
NAILS AT 6r"O/G, (4" AT PERIMETER) OVER F'RE-ENGINEEfREED WOOD TRU55E5.
S, SHADED AREA DENOTES AREA OF BLOCKING REQ'D, REFER TO DETAILS ON SHEET 5=1.1,
10. SUPERIMPOSED ROOF LOADS:
LIVE LOAD: ----------30 P5F
DEAD LOAD -----------20 P5F
11, ALL TRUSS UPLIFT PROVIDED ARE PER AScE 1-10, SERVICE LOADS.
tB-I�
-PRE-ENGINFFRED
WOOD ROOF
TRU55E5 924" OIG.
12'-4" 1'-6'1
NOTES:
-HANDRAILS (NOT SHOWN FOR CLARITY)
SHALL BE AS PER NOA 001-0924.11.
-STAIRS SHALL BE FIRE BLOCKED
PER F.B.0 5ECTION 84409.1.2.3.
a
U=419 LB
G=385 LB
USE (1) NV5TA-16
AS MFR BY NU-VUF,
NOA# 12-0130.32
W/(9)10dx1.5 NAILS
(fl CC
�O
ON STRAP (6)106x1.5
NAILS ON SEAT
2x6 LANDING W/%4" CDX PLYWOOD GLUED
AND NAILED, MEMBERS ARE 16" O/C MAX.
CORNER MEMBERS ATTAGHED WITH MULTI
PURPOSE FRAMING ANGLE MP3 NOA #01-0419.01.
PROVIDE 2" BY PT WE)---
FIRE
DFIRE BLOCKING
PROVIDE 211 BY PT WD
FIRE BLOCKING
2 -POWERS ICBG -ER 53330
DRIVE PINS X 3" LONG
2x4 SECURED To RISER W/2 -16d NAILS -
(2x4 DOES NOT NEED TO GO FROM \
STRINGER TO STRINGER.)
PROVIDE 2" BY PT Wpm
FIRE BLOCKING
4GA, 6%L STRAP (USP RT12F OR EQUIVALENT)
OR 18GA 12" 5TRAP W/10d NAILS.
USE HILTI-XZF22POTHB X I"
LONG DRIVE PINS DRIVEN INTO
SLAB TO ATTACH STRAP
ic
ad�NAILS TO SECURE STRAP
TO; BOTTOM OF STRINGER (USE
EVERY OTHEIR STRAP HOLE)
NEW CONC. FOOTING.
(SEE PLAN Q SCHEDULE)
3O� 3
- - - - - 7
0
2�
a 1
o/ O
0 a
U I �(D (D
O O \ O
� 1 �COO
SOI
1 0
IQ I I 0
I 1 II �
0
0 I CO
10 01 I 11t�
O IO O I
c;13 �2 3 a m4l-011
ZONE: 1= -41.9 i -SF
G ,ZONE= 2 = -83.3 1-5F
ZONE 3= -833 F5F
3 I n2 I 3 NOTE= UPLIFT LOADS PROvII
ARE PER ASCE 1-10, FACTOf
F,00FING UFLIFT
NOTE- DIMENSIONS MAY vARY WITH FIELD CONDITIONS.
3/16' Eq
SIDE
)ED
ZED LOADS
�U=314 LB
O G-275 LB
USE (U NV5TA-16
PRE ENGINEERED AS MFR BY NU-VUE,
DESCRIPTION
CJ
WOOD ROOF NOA# 12-0130.32
'-1011
114" TRUSSES 924 O/C. W/(9)IOdxl.S NAILS
O.H- ON STRAP (6)10dxl.
Ga TREADS 10"ANDINC4
STEEL ANGLE 3"x3"xl/2" UJ/ EXTEND LEG FY = 3r,:" KSI
NAILS ON SEAT
NOTES:
-HANDRAILS (NOT SHOWN FOR CLARITY)
SHALL BE AS PER NOA 001-0924.11.
-STAIRS SHALL BE FIRE BLOCKED
PER F.B.0 5ECTION 84409.1.2.3.
a
U=419 LB
G=385 LB
USE (1) NV5TA-16
AS MFR BY NU-VUF,
NOA# 12-0130.32
W/(9)10dx1.5 NAILS
(fl CC
�O
ON STRAP (6)106x1.5
NAILS ON SEAT
2x6 LANDING W/%4" CDX PLYWOOD GLUED
AND NAILED, MEMBERS ARE 16" O/C MAX.
CORNER MEMBERS ATTAGHED WITH MULTI
PURPOSE FRAMING ANGLE MP3 NOA #01-0419.01.
PROVIDE 2" BY PT WE)---
FIRE
DFIRE BLOCKING
PROVIDE 211 BY PT WD
FIRE BLOCKING
2 -POWERS ICBG -ER 53330
DRIVE PINS X 3" LONG
2x4 SECURED To RISER W/2 -16d NAILS -
(2x4 DOES NOT NEED TO GO FROM \
STRINGER TO STRINGER.)
PROVIDE 2" BY PT Wpm
FIRE BLOCKING
4GA, 6%L STRAP (USP RT12F OR EQUIVALENT)
OR 18GA 12" 5TRAP W/10d NAILS.
USE HILTI-XZF22POTHB X I"
LONG DRIVE PINS DRIVEN INTO
SLAB TO ATTACH STRAP
ic
ad�NAILS TO SECURE STRAP
TO; BOTTOM OF STRINGER (USE
EVERY OTHEIR STRAP HOLE)
NEW CONC. FOOTING.
(SEE PLAN Q SCHEDULE)
3O� 3
- - - - - 7
0
2�
a 1
o/ O
0 a
U I �(D (D
O O \ O
� 1 �COO
SOI
1 0
IQ I I 0
I 1 II �
0
0 I CO
10 01 I 11t�
O IO O I
c;13 �2 3 a m4l-011
ZONE: 1= -41.9 i -SF
G ,ZONE= 2 = -83.3 1-5F
ZONE 3= -833 F5F
3 I n2 I 3 NOTE= UPLIFT LOADS PROvII
ARE PER ASCE 1-10, FACTOf
F,00FING UFLIFT
NOTE- DIMENSIONS MAY vARY WITH FIELD CONDITIONS.
3/16' Eq
SIDE
)ED
ZED LOADS
5TA1F� PLAN �J
eC��r-: I/2"-1' -O"
EACH MEMBER CONNECTED TO EACH OTHER
W/JOIST HANGER JU524 (USP CLPE3F OR
EQUIVALENT) NOA 101-0214.20.
-- EL. ±4'-1011
T/LANDING
1
LANDING SECURED To 4x4 POST W/CNE(1)14"GA
STRAP W/8d NAILS (USE EVERY OTHER HOLE)
-WOOD FIRE OR 186A 12" STRAP W/10d NAILS (USE EVERY
BLOCKING OTHER HOLE).
44 P06TS SECURED TO SLAB W/STL POST ANCHOR
(USP D44 OR EQUIVALENT) SHOT W/DRIVE PINS TO
SLAM d NAILED TO POST W/4 -8d NAILS 2 SIDES.
411 CONC. SLAB REINF W/ 6x6-W1.4W1.4 WWF
OVER (o MIL VAPOR BARRIER d WELL COMPACTED FILLED.
EL +0'-O"
x x:.. -x GROUND FL. FIN.
STAIfR 5 OTION A-4
SC,4L�E: 1/2'
FIRE BLOCKING
c�
C�
cl
Lu
c�
---FIRE BLOCKING
-FIRE BLOGKING
SCI-4F)U1--E
DESCRIPTION
CJ
(1) THfiRU DOLTS FOR TWO PLY TRUSS,
;..� -�
LANDINCa
Ga TREADS 10"ANDINC4
STEEL ANGLE 3"x3"xl/2" UJ/ EXTEND LEG FY = 3r,:" KSI
L
z
IF
CONCRETE TIE BEAM
<
L)
O
CC CD
-ENGINEERED='-
IL
71
11
-
�a
N,
0
7
��
L
6
x �•
T
`v
@ FIRE BLOCKING
c3 �
Q d
r.
Cid
FIRE BLOCKING
HANDRAILS (NOT SHOWN
FOR CLARITY) SHALL BE 4
AS PER NOA 101-0924.11 5_3
CD
c�
u
s
.v
LJ
L
<
�
5TA1F� PLAN �J
eC��r-: I/2"-1' -O"
EACH MEMBER CONNECTED TO EACH OTHER
W/JOIST HANGER JU524 (USP CLPE3F OR
EQUIVALENT) NOA 101-0214.20.
-- EL. ±4'-1011
T/LANDING
1
LANDING SECURED To 4x4 POST W/CNE(1)14"GA
STRAP W/8d NAILS (USE EVERY OTHER HOLE)
-WOOD FIRE OR 186A 12" STRAP W/10d NAILS (USE EVERY
BLOCKING OTHER HOLE).
44 P06TS SECURED TO SLAB W/STL POST ANCHOR
(USP D44 OR EQUIVALENT) SHOT W/DRIVE PINS TO
SLAM d NAILED TO POST W/4 -8d NAILS 2 SIDES.
411 CONC. SLAB REINF W/ 6x6-W1.4W1.4 WWF
OVER (o MIL VAPOR BARRIER d WELL COMPACTED FILLED.
EL +0'-O"
x x:.. -x GROUND FL. FIN.
STAIfR 5 OTION A-4
SC,4L�E: 1/2'
FIRE BLOCKING
c�
C�
cl
Lu
c�
---FIRE BLOCKING
-FIRE BLOGKING
SCI-4F)U1--E
DESCRIPTION
CJ
(1) THfiRU DOLTS FOR TWO PLY TRUSS,
;..� -�
STEEL PLATE 9-3/4"x4"xl/4" FY = 3(o iG81
�C)
STEEL ANGLE 3"x3"xl/2" UJ/ EXTEND LEG FY = 3r,:" KSI
L
(2) 3/4 DIAM. ANCHOR BOLTS HILTI <Wl< BOLT 3
(E�
CONCRETE TIE BEAM
<
L)
O
CC CD
/4 N C;� CDF ANN E T FR T Y F E A
RISER ATTACHED TO WOOD TRUSS W14 -Y2 X 5"
LAG SCREWS THROUGH RISER AND THROUGH TRUSS,
Y4" CDX PLYWOOD SHEATHING W/106
SHANK RING NAILS 611 O.C.(411
PER
�L EL. ±II' -6"
T/2ND FLOOR
P
FLRE
CD
rn
;..� -�
G
L
V
\
{�
v
�,
Q
<
L)
O
CC CD
-ENGINEERED='-
AT FLOOR WOOD
0
7
��
L
6
2" X Y/PINE RISER
5-24GA X 1 %" SCREWS IN EACH
LEG OF I y X% X Ya11 L ANGLE
-2 X 12" STRINGER
2411
\
TRUSSES 924" O/C.
NOTES: TRUSS
-HANDRAILS (NOT SHOWN FOR CLARITY) GIRDER
SHALL BE AS PIER NOA #01-0924.11.
-STAIRS SHALL BE FIRE BLOCKED
PER F.B.0 SECTION 84409.7.2.3.
t -
1/"r 1'-011
�1
2X12 SOUTHERN YELOW PINE #1
K.D. 19 STRINGER ROUTED To
RECEIVE TREADS E RISERS.
SOUTHERN YI=LOW PINE 02
TREADS (ACTUAL THICKNESS IS I")
I -Y? CDX PLYWOOD RISERS
2x2 BLOCK 6" TO 12"
NAILED 4 GLUED To TREAD
d RAISER PLACED ON \
CENTER OF TREAD.
ALL TREAD 4 RISER ---X,
ARE GLUED 4 WELDED
W/WOOD WEDGES
TO STRINGERS.
DETAIL
&C4 E: 1/2"=1'-011 S-3
4" MIN 5 RING R BRG,
2x12 SOUTHERN YELOW PINE #1
KD. 19 STRINGER ROUTED TO
RECEIVE TREADS 4 R15ER6,
2x12 STRINGER ATTACHED TO LANDINCs-- -
W/ONE 14Cs4 STL STRAP (USP RT12F OR
EQUIVALENT) NAILED TO LANDING W/4 -ad -
NAILSOR 18GA 12" STRAP U/10d NAILS
(USE EVERY OTHER HOLE) AND NAILED
TO INSIDE FACE STRINGER W/4-96 NAILS
l�9
��
CD
rn
;..� -�
G
V
\
{�
v
�,
Q
<
L)
O
CC CD
-
-�
0
7
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6
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CD
c�
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<
�
SEAL
REVISIONS
1�
z-
3.-
4.-
s.-
6. -
DATE SEPTEMBER, 2012
EACH MEMBER CONNECTED TO EACH OTHER
W/JOIST HANGER JU524 (USP CLPBF OR SCALE; AS NOFED
EQUIVALENT) NOA 101-0214.20. LCAT 3
DRAWN: Y. SOSA
(USE EVERY OTHER HOLE) LANDING SECURED TO 4x4 POST W/ONE(I)14"GA
12" STRAP U/86 NAILS (USE EVERY OTHER HOLE)
ADDITIONAL BEARING MAY BE OBTAINED OR 18GA 12" STRAP W/10d NAILS (USE EVERY
BY ADDING A 1X WITH 8d NAILS OR A OTHER HOLE).
2X WITH 16d NAILS USING 3 NAILS -4x4 POSTS.
VERTICALLY ALIGNED 9 1211 O/C-.
IDTAI r5
SCALE- 1/2" =1'-011 S-3
P M M
DIMON BY: PAM
JOB NO:
CONSULTING
ENGINEERS
STRUCTURAL �NGIOE"EURN 01 If,
6262 BIRD -FED StaTE�2K -4 ®®�r!
MIAMI, FL
PH: (305) 6 Z= 18 13 °sy
FX: X05) 6 2�
S-3.0
PAULA MARTINEZ 1-1 1
FLORIDA REGI "I\U F4 `6510`-
��.
PMMCE JOB