12-224-017U-320 LB -
G=250 LB
USE (1) NVSTA-16
AS MFR BY NU-VUE,
NOA# 08-0325.02
WKc9)IOdxl.S NAILS
ON STRAP (6)10dx1.5
NAILS ON SEAT
11
W
U=1650 L5 U=2127 LB
G=1650 LB G=2121 LB
USE (1) NVHTA-16 USE (1) NVHTA-16
AS MFR BY NU-VUE, AS MFR BY NU-VUE,
NOA# 08-0325,11 NOA# 08-0325.11
W/(Ia)lodxl.5 NAILS ON STRAP W/(la)IOdxl.5 NAILS ON STRAP
((o)10dx1.5 NAILS ON SEAT ((o)l0dxl.5 NAILS ON SEAT
-6" 40'-0" _ 6"
O.N. U=4208 L5 O.N.
G=4208 L5
11-011 USE STRAP S-� 11-oll
#
�O
/ I TB -I U=4186 LB
u=1a10 LB ,
G=1870 L5 O , G=4186 LB I I
' USE
USE (1) NVHTA-16 TYPEAP
I I A5 MFR BY NU-VUE,
NCA#08-0325.11NZ
,
z Z/_ Z -Z
W/(18)10dxL5 NAILS ON STRAP u
((0)Iodxl.5 NAILS ON SEAT
A �� I
o I
I I S-4 I
(3) ROWS OF 2 "x4"Z'
I I
O 0 TOP 4 BOTTOM
CHORD HORIZ, o o I
a BRIDGING - - I
Lu @ 0 C)
N IN ' z vi z z�- N IN
WOOD ROOF z w z WOOD 8001
TRU SES Q24" O/Cl w u ,~� " TRU55E5 024" OIC.
II
(L � O of I U-320 LB
G=250 LB
PRE-ENGINEERED , USE (1) NV5TA-16
O' OF BLOCKING EQ'5. PIGGY BACK WOOD 10' OF LOCKING REQ'5. �.- A5 MFR BY NU-VUE,
/ I ROOF TRUSSES 1 I NOA# Oa -0325.02
I X24" O/C. W/(9)10dxl.5 NAILS
' I I ON STRAP (6)10dx1.5
5-4I NAILS ON SEAT
II �
UA
II I
II II
II _ I
I I U=1650 LB, =1650 LB / I
I P I (U THF -)11'3U=1164 LB I I
SMF P3Y USP, ' G=1164 L5 I
I
NOA# 021-0921.05 I '3 USE (I) NVFH 2B T144i
W/(3a)16d LST LEDGER,
I I (20)lodllll
ILS O TRU55, A5 MFR BYNU-VL E I I
I z LEDGER �STRIES.
I I U=4208 L5 TYPE B ,
G=4208 LB C u0 U=3298 LB I I
I SF (1) NVEHE25 LEDGER 5-4 m �_ �J G=3298 LB
I
STRAP 45 NUR B� P/><
TYPE B o LEDGER f 7 - - - USE
TYPE AA"
INDUSTRIES. TYPE 5 I B-2 _ _ _ GIRDER
T13- � I � I I TRusS
_ I '
LEDGER
RTB-I -ENGINI I TYPE B -
OOD RO E I 1' Cl
I'-6" -
MEN
O.H.
U=1810 LB, G=1870 LB USE (U NVSTA B �=44� �s o
��I ? _
�
PROVIDE (1) THD179 m
45 MFR BY U5P, I ct1 I PRE-ENGINEERI=D
NOA# 06-0921.05 45 MFR BY NU-VUE, IGI - WOOD ROOF -
W/(3a)16d NAILS TO LEDGER, NOA# 08-0325.02 TiRUS- - -
TRUS5E5 V24" O/C.
W/l9)IOdxl_5 NAILS u,, Q
(20)10d NAILS TO TRU55. - I
ON STRAP (6)lodxl.5
NAILS ON 5EAT 7` O.H.
'sj Z Isi U=320 LB
G=250 LB
USE (1) NV5TA-16
PRE-ENGINEERED A5 MFR BY NU-VUE,
U=320 LB WOOD ROOF NOA# 0a-0325.02
G=25O LB TRU55E5 X24" O/C. W/(9)IOdXI.5 NAILS
USE (1) NVSTA-16 0,k
ON STRAP (6)10dx1.5
AS MER BY NU-VUE, NAILS ON SEAT
NOA# Oa -0325.02 40'-0"
WK'V0dxL5 NAILS
ON STRAP ((o)10dx1.5
NAILS ON SEAT
FLAN.
SCALE: 1/41 =11-011
NOTES
1, FOR CxENERAL NOTES, REFER TO SHEET S-1.0,
2. FOR TYPICAL DETAILS, REFER TO SHEET 5-1.1.
3, CENTERLINE OF COLUMNS AND/OR WALL SHALL COINCIDE WITH THE CENTER LINE OF.IBEAMS
AND/OR FOUNDATIONS BELOW,
4, CENTERLINE OF BEARING U1ALL OR COLUMN 5F3 _OW 15 CENTER LINE OF WALL OR COLUMN IN
THIS LEv1=L UNLESS OTHERWISE NOTED.
5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
�. FOR EXACT LOCATION OF ANY OPENINC4 AND/OR EQUIPMENT, COORDINATE WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWING5,
-1. FOR NON LOAD BEARING MASONRY WALLS AND/OR PARTITIONS, REFER TO ARCHITECTURAL
DRAWING5.
3. ROOF SY5TEM CONSIST OF A 5/8 CDX PLYWOOD SHEATHING NAILED WKIO)d RING SHANK
NAILS AT ro"O/C, (4" AT PERIMETER) OVER PRE-ENGINEERED WOOD TRUSSES.
9. SHADED AREA DENOTES AREA OF BLOCKING REQ'D, REFER TO DETAIL5 ON SHEET S-1.1.
10, 5UPERIMPO5ED ROOF LOADS=
LIVE LOAD: ----------30 P5F
DEAD LOAD -----------20 PSF
NOTES:
-HANDRAILS (NOT SHOWN FOR CLARITY)
SHALL BE AS PER NOA 101-0924.11.
-5TAIR5 SHALL BE FIRE BLOCKED
PER F.5.0 SECTION R4409.7.2.3.
2x6 LANDING W/%" CDX PLYWOOD GLUED
AND NAILED. MEMBERS ARE 16" O/C MAX.
CORNER MEMBER5 ATTACHED WITH MULTI
PURPOSE FRAMING ANGLE MP3 NOA #01-0419.01.
PROVIDE 2" BY PT WD
FIRE BLOCKING
1,70 Irni
PROVIDE 2" BY PT WD
FIRE BLOCKING
2-POWFRS IC50 -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 WDA
FIRE BLOCKING
14GA. STL. STRAP (USP 8T12F OR EQUIVALENT)
OR IEGA 12" STRAP W/106 NAILS,
USE HILTI-XZF22POTH5 X I
LONG DRIVE PINS DRIVEN INTO
5LA5 TO ATTACH STRAP
8d NAILS TO SECURE STRAP
TO BOTTOM OF STRINGER (USE
EVERY OTHER STRAP HOLE)
NEW CONC. FOOTING.
(SEE PLAN 4 5CHEDULE)
F;�00F f N UFL f FT
NOTE: DIMENSIONS MAY VARY WITH FIELD CONDITIONS.
3'-0"z 51_011 3'-0"
LANDING TR=ADS 10" I-ANDINCx
IT- __T
I I
FIRE 5L.00KINCs /
o S-3
'--FIRE BLOCKING
HANDRAILS (NOT SHOWN
FOR CLARITY) SHALL BE 4
AS PER NOA_#01-0924.11 5_3
EACH MEMBER CONNECTED TO EACH OTHER
W/J015T HANGER JU524 (USP (;LPBF OR
EQUIVALENT) NOA 001-021420.
EL. ±4' -lo" Ilk
T/L AND ING
LANDING SECURED TO 4x4 POST W/ONE(UI4"GA
-WOOD FIRE 12" STRAP W/ad NAILS (USE EVERY OTHER HOLE)
BLOCKING OR 186A 12" STRAP W/1Od NAILS (USE EVERY
OTHER HOLE).
44 P05T5 SECURED TO 5LA5 W/BTL POST ANCHOR
(U5F D44 OR EQUIVALENT) SHOT W/DRIVE PINS TO
5LA5 4 NAILED TO POST W/4 -&d NAILS 2 SIDES.
4" GONG SLAB REINF W/ 6x6-WI.4WIA WWF
OVER 6 MIL VAPOR BARRIER 4 WELL COMPACTED FILLED.
EL. iO'-O"
X X �:x x ' a° - GROUND FL. FIN.
,5TAffR 5 CTfON A�-A.
0
I �
�p
I FIRE BLOCKING
61 Q
Q
n (k
EIRE BLOCKING
EIRE BLOGKING
sOu
3/16'
EA.
C
B
\
3/ 6
SIDE
2'
®
(2) 3/4" DIAr-1- ANCHOR BOLTS HILTI KWIK BOLT 3
E�
2
00
ALc�
\
LL
LLI
O
/
v
�
N
w
U
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O
O
'
\
a
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\
O 0 \
O
O
a
O
�0
2
O
C
0
O
L
I
I O
®
O �
O
O
I O
3" 3"
_
I
o
I 2
3
O
LATERAL VIEW
FRONT VIEW
OI
/
O V O
2
\
1
O
a
dil
N
I
L
ZONE 1= - 55.5 PSI=
ZONE 2 =-9ro.ro PSF
ZONE 3= -90.ro PS1
II I
II II
II _ I
I I U=1650 LB, =1650 LB / I
I P I (U THF -)11'3U=1164 LB I I
SMF P3Y USP, ' G=1164 L5 I
I
NOA# 021-0921.05 I '3 USE (I) NVFH 2B T144i
W/(3a)16d LST LEDGER,
I I (20)lodllll
ILS O TRU55, A5 MFR BYNU-VL E I I
I z LEDGER �STRIES.
I I U=4208 L5 TYPE B ,
G=4208 LB C u0 U=3298 LB I I
I SF (1) NVEHE25 LEDGER 5-4 m �_ �J G=3298 LB
I
STRAP 45 NUR B� P/><
TYPE B o LEDGER f 7 - - - USE
TYPE AA"
INDUSTRIES. TYPE 5 I B-2 _ _ _ GIRDER
T13- � I � I I TRusS
_ I '
LEDGER
RTB-I -ENGINI I TYPE B -
OOD RO E I 1' Cl
I'-6" -
MEN
O.H.
U=1810 LB, G=1870 LB USE (U NVSTA B �=44� �s o
��I ? _
�
PROVIDE (1) THD179 m
45 MFR BY U5P, I ct1 I PRE-ENGINEERI=D
NOA# 06-0921.05 45 MFR BY NU-VUE, IGI - WOOD ROOF -
W/(3a)16d NAILS TO LEDGER, NOA# 08-0325.02 TiRUS- - -
TRUS5E5 V24" O/C.
W/l9)IOdxl_5 NAILS u,, Q
(20)10d NAILS TO TRU55. - I
ON STRAP (6)lodxl.5
NAILS ON 5EAT 7` O.H.
'sj Z Isi U=320 LB
G=250 LB
USE (1) NV5TA-16
PRE-ENGINEERED A5 MFR BY NU-VUE,
U=320 LB WOOD ROOF NOA# 0a-0325.02
G=25O LB TRU55E5 X24" O/C. W/(9)IOdXI.5 NAILS
USE (1) NVSTA-16 0,k
ON STRAP (6)10dx1.5
AS MER BY NU-VUE, NAILS ON SEAT
NOA# Oa -0325.02 40'-0"
WK'V0dxL5 NAILS
ON STRAP ((o)10dx1.5
NAILS ON SEAT
FLAN.
SCALE: 1/41 =11-011
NOTES
1, FOR CxENERAL NOTES, REFER TO SHEET S-1.0,
2. FOR TYPICAL DETAILS, REFER TO SHEET 5-1.1.
3, CENTERLINE OF COLUMNS AND/OR WALL SHALL COINCIDE WITH THE CENTER LINE OF.IBEAMS
AND/OR FOUNDATIONS BELOW,
4, CENTERLINE OF BEARING U1ALL OR COLUMN 5F3 _OW 15 CENTER LINE OF WALL OR COLUMN IN
THIS LEv1=L UNLESS OTHERWISE NOTED.
5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
�. FOR EXACT LOCATION OF ANY OPENINC4 AND/OR EQUIPMENT, COORDINATE WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWING5,
-1. FOR NON LOAD BEARING MASONRY WALLS AND/OR PARTITIONS, REFER TO ARCHITECTURAL
DRAWING5.
3. ROOF SY5TEM CONSIST OF A 5/8 CDX PLYWOOD SHEATHING NAILED WKIO)d RING SHANK
NAILS AT ro"O/C, (4" AT PERIMETER) OVER PRE-ENGINEERED WOOD TRUSSES.
9. SHADED AREA DENOTES AREA OF BLOCKING REQ'D, REFER TO DETAIL5 ON SHEET S-1.1.
10, 5UPERIMPO5ED ROOF LOADS=
LIVE LOAD: ----------30 P5F
DEAD LOAD -----------20 PSF
NOTES:
-HANDRAILS (NOT SHOWN FOR CLARITY)
SHALL BE AS PER NOA 101-0924.11.
-5TAIR5 SHALL BE FIRE BLOCKED
PER F.5.0 SECTION R4409.7.2.3.
2x6 LANDING W/%" CDX PLYWOOD GLUED
AND NAILED. MEMBERS ARE 16" O/C MAX.
CORNER MEMBER5 ATTACHED WITH MULTI
PURPOSE FRAMING ANGLE MP3 NOA #01-0419.01.
PROVIDE 2" BY PT WD
FIRE BLOCKING
1,70 Irni
PROVIDE 2" BY PT WD
FIRE BLOCKING
2-POWFRS IC50 -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 WDA
FIRE BLOCKING
14GA. STL. STRAP (USP 8T12F OR EQUIVALENT)
OR IEGA 12" STRAP W/106 NAILS,
USE HILTI-XZF22POTH5 X I
LONG DRIVE PINS DRIVEN INTO
5LA5 TO ATTACH STRAP
8d NAILS TO SECURE STRAP
TO BOTTOM OF STRINGER (USE
EVERY OTHER STRAP HOLE)
NEW CONC. FOOTING.
(SEE PLAN 4 5CHEDULE)
F;�00F f N UFL f FT
NOTE: DIMENSIONS MAY VARY WITH FIELD CONDITIONS.
3'-0"z 51_011 3'-0"
LANDING TR=ADS 10" I-ANDINCx
IT- __T
I I
FIRE 5L.00KINCs /
o S-3
'--FIRE BLOCKING
HANDRAILS (NOT SHOWN
FOR CLARITY) SHALL BE 4
AS PER NOA_#01-0924.11 5_3
EACH MEMBER CONNECTED TO EACH OTHER
W/J015T HANGER JU524 (USP (;LPBF OR
EQUIVALENT) NOA 001-021420.
EL. ±4' -lo" Ilk
T/L AND ING
LANDING SECURED TO 4x4 POST W/ONE(UI4"GA
-WOOD FIRE 12" STRAP W/ad NAILS (USE EVERY OTHER HOLE)
BLOCKING OR 186A 12" STRAP W/1Od NAILS (USE EVERY
OTHER HOLE).
44 P05T5 SECURED TO 5LA5 W/BTL POST ANCHOR
(U5F D44 OR EQUIVALENT) SHOT W/DRIVE PINS TO
5LA5 4 NAILED TO POST W/4 -&d NAILS 2 SIDES.
4" GONG SLAB REINF W/ 6x6-WI.4WIA WWF
OVER 6 MIL VAPOR BARRIER 4 WELL COMPACTED FILLED.
EL. iO'-O"
X X �:x x ' a° - GROUND FL. FIN.
,5TAffR 5 CTfON A�-A.
0
I �
�p
I FIRE BLOCKING
61 Q
Q
n (k
EIRE BLOCKING
EIRE BLOGKING
sOu
SCNEiDULE
3/16'
EA.
C
B
\
3/ 6
SIDE
2'
®
(2) 3/4" DIAr-1- ANCHOR BOLTS HILTI KWIK BOLT 3
E�
2
00
ALc�
z
LL
LLI
v
�
N
w
U
�
'
3/16:
EA.
-
3/ 6 FACE
r'
C
0
®
,r,
4"EMBED
3" 3"
_
ob
3 1/4"
LATERAL VIEW
FRONT VIEW
MAX.
UPLIFT &000 Ib
SCNEiDULE
DFSCRIPTION
®
(I) 5/8"DIAM. THRU DOLTS FOR TWO PLY TRUSS.
®
STEEL PLATE 9-3/4 x4 xl/4 EY = 3(o KSI
OC
STEEL ANGLE 3"x3"xl/2" W/ EXTEND LEG EY = 30 KSI
®
(2) 3/4" DIAr-1- ANCHOR BOLTS HILTI KWIK BOLT 3
E�
CONCRETE TIE BEAM
00
4"
RISER ATTACHED TO WOOD TRUSS W14 -Y2 X 5"
LAG SCREWS THROUGH RISER AND THROUGH TRUSS.
CDX PLYWOOD SHEATHING W/106
SHANK RING NAILS � 6" O.G(4" � PERIMETERI--\\
�L. EL. ±II' -6"
T/2ND FLOOR
PRE-ENGINEERED
o 2
1<
AT FLOOR WOOD
co U
00
2" X Y/PINE RISER
5-24GA X I %" SCREWS IN EACH
LEG OF 0/2 X % X Ye," L ANGLE
__2 X 12" STRINGER
24"
EL
TRUSSES X24" O/C,
NOTE5: TRUSS
HANDRAILS (NOT SHOWN FOR CLARITY) GIRDER
SHALL BE AS PER NOA 001-0924.11.
-STAIRS SHALL BE EIRE BLOCKED
PER F.B.0 SECTION 84409.1.2.3.
5T74f 5 CTlON -5 fL
SCALA: 1/2"-1'=O" --�
0-
2X12 SOUTHERN YELOW PINE #I
K.D. 19 STRINGER ROUTED TO
RECEIVE TREADS 4 RISERS.
%" SOUTHERN YELOW PINE 02
TREADS (ACTUAL THICKNE55 IS I")
? CDX PLYWOOD RISERS
2x2 BLOCK 6" TO 12" LONG
NAILED 4 GLUED TO TREAD
4 RAISER PLACED ON
CENTER OF TREAD,
ALL TREAD 4 RI5ER
ARE GLUED 4 WELDED
W/WOOD WEDGES
TO STRINGERS.
F)ETAIL 4
SCALE: 1/2"=1'
2X12 SOUTHERN YFLOW PINE 01 o��14AK3►�
S RING R BRG.
�IKD, 19 STRINGER ROUTED TO ' K
RECEIVE TREADS 4 R15ER5.
vAlo
z
n
SEAL
REVNIONS
L-
2-
3.-
4.-
5.-
6. -
EACH MEMBER CONNECTED TO EACH OTHER DA'L'E : FEBRUARY, 2012
2x12 STRINGER ATTACHED TO LANDING W/JOfST HANGER JUS24 (USP CLP5F OR
W/ONE 14GA STL STRAP (USP RT12F OR SCALE AS NOTED
EQUIVALENT) NAILED TO LANDING W/4-Sd EQUIVALENT) NOA #01-0214.20.
DRAWN: Y. SOSA
NAIL50R 186A 12" STRAP W/10d NAILS
(USE EVERY OTHER HOLE) AND NAILED DESIGN BY PAM
TO INSIDE FACE STRINGER W/4 -8d NAILS JOB Na
(USE EVERY OTHER HOLE) LANDING SECURED TO 4x4 POST W/ONE(I)14"GA. Pmm CONSULTING
I2" STRAP W/ad NAILS (USF EVERY OTHER HOLE)GJNEERS
ADDITIONAL BEARING MAY BE OBTAINED OR IaGA 12" STRAP W/lOd NAILS (USE EVERY dM.
BY ADDING A IX WITH 8d NAILS OR A OTHER HOLE). STRUCTURAL�E�gMliRING" �i
2X WITH 16d NAILS USING 3 NAILS 4X4 POSTS. 7168 SV,44�ST„S IT ��46M A FV'
VERTICALLY ALIGNED 9 12" O/C.
D I1 5
SCALE. 1/211=1'®0" S-3
FXI'(3Q,P), 5-2850 9r
J
m e e
of
1 i C " tio., Sm3mO
°y , 0 4�,,
p
o P, 6
PAUL A INE7"
FLORIDA REG'ALvQ��
PMMCE JOB # 11019 t f. tR `> 'I
o 2
1<
4
�1
co U
00
-_Oz�
z
LL
LLI
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�
SEAL
REVNIONS
L-
2-
3.-
4.-
5.-
6. -
EACH MEMBER CONNECTED TO EACH OTHER DA'L'E : FEBRUARY, 2012
2x12 STRINGER ATTACHED TO LANDING W/JOfST HANGER JUS24 (USP CLP5F OR
W/ONE 14GA STL STRAP (USP RT12F OR SCALE AS NOTED
EQUIVALENT) NAILED TO LANDING W/4-Sd EQUIVALENT) NOA #01-0214.20.
DRAWN: Y. SOSA
NAIL50R 186A 12" STRAP W/10d NAILS
(USE EVERY OTHER HOLE) AND NAILED DESIGN BY PAM
TO INSIDE FACE STRINGER W/4 -8d NAILS JOB Na
(USE EVERY OTHER HOLE) LANDING SECURED TO 4x4 POST W/ONE(I)14"GA. Pmm CONSULTING
I2" STRAP W/ad NAILS (USF EVERY OTHER HOLE)GJNEERS
ADDITIONAL BEARING MAY BE OBTAINED OR IaGA 12" STRAP W/lOd NAILS (USE EVERY dM.
BY ADDING A IX WITH 8d NAILS OR A OTHER HOLE). STRUCTURAL�E�gMliRING" �i
2X WITH 16d NAILS USING 3 NAILS 4X4 POSTS. 7168 SV,44�ST„S IT ��46M A FV'
VERTICALLY ALIGNED 9 12" O/C.
D I1 5
SCALE. 1/211=1'®0" S-3
FXI'(3Q,P), 5-2850 9r
J
m e e
of
1 i C " tio., Sm3mO
°y , 0 4�,,
p
o P, 6
PAUL A INE7"
FLORIDA REG'ALvQ��
PMMCE JOB # 11019 t f. tR `> 'I