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FOUI ED AT I ON LAI
NOTE5
1, FOR GENERAL NOTES, REFER TO SHEET 5-1.0.
2. FOR TYPICAL DETAILS, REFER TO SHEET 5-1.1.
3. CENTERLINE OF COLUMNS AND/OR WALL SHALL COINCIDE WITH THE CENTER LINE OF BEAMS
AND/OR FOUNDATIONS BELOW.
4, CENTERLINE OF BEARING WALL OR COLUMN BELOW 15 CENTER LINE OF WALL OR COLUMN IN
THIS LEVEL UNLESS OTHERWISE NOTED.
5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS,
6. FOR EXACT LOCATION OF ANY OPENING AND/OR EQUIPMENT, COORDINATE WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.
1 FOR NON LOAD BEARING MASONRT" WALLS AND/OR PARTITIONS, REFER TO ARCHITECTURAL
DRAWINGS.
8, TOP OF FOUNDATIONS SHALL BE -2' 0" BELOW FINISHED GRADE.
9. GROUND FLOOR SLAB CONSISTS OF A 4" CONCRETE: SLAB ON GRADE OVER WELL
COMPACTED FILL AND ( MILL VAPOR BARRIER AND REINFORCED W/roX&-W1.4xW1.4WWF,
LAPPED roll MIN. WWF SHOULD BE PLAGED AT THE TOP 1/3 OF THE SLAB IN ORDER TO BE:
EFFECTIVE. ADDITIONALLY MESH SHALL BE SUPPORTED USING CHAIR BOLSTERS.
0
,$) :t
r6
U=1100 LD
G=1100 LD
USE (1) NVSTA-16
AS MFR BY NU-VUE,
NOA# 08-0325.02
UJ/(9)10dx1.5 NAILS
ON STRAP (6)10dx1.5
NAILS ON SEAT
U-1925 LB
0=1925 LB
USE (1) NVNTA-I6
AS I"1FR BY NU-VUE,
NOA# 08-0325.11
W/(18)10dx1.5 NAILS ON 6TRAP _
(6)10dx1.5 NAILS ON SEAT
d
_')11
4 .
� LEDGER
IN
S-5
/N�i�
-#5 X32" IN 3000 PSI
GROUT FILLED CELL
I
LEDGER
TYPE A
m
magi ■
LEDGER
TYPE R
T
r TB-
---_ —
A— ---- ---- -
1 LEDGER il
z 2x6 024" O/C.TYPE 13..:
5_5 LEDGER <r
17'-2" 8'-0" 13' 6" TYPE A in
all
(2RPLY MIRDER \ORDER TRU55 GIRDER I �I
R=5418 LB ` i R=1212 LB
PROVIDE (U NvFHE213 bill= 3 R=1048 LB PROVI I PROVIDE
+' I AS MFR BY NU VUE ' m (1) NVFHE2A AS (1) NVFHE2A AS
MFR BY NU -V - MFR BY NU-VUE
•
z I 2x10 WOOD
J015T
S-5 24" O/C
0- - - -4 - - -
i TRU55 GIRDER
LEDGER TRUSS GIRDER �
EL. +I1'-6" o TRU5S
TYPE B TOP OF 2ND FL. I GIRDER OPEN TO BELOW
cf)'
I� ac 24" PRE-ENGINEERED,
LAT FLOOR WOOF)
24 PRE-ENGINEERED N
FLAT FLOOR WOOD RUSSES'@24" OIC, N 5-4
TRUSSES a24" OIG.
#5 '$32" IN 3000 PSI LED ER
GROUT FILLED CELL C ' TYPE "A
6 6 R= -16 L
•
5_4 R=1968 LB I = O O __ P OVIDE ( NVFHE2A
LEDGER (1) NVFHROBVOS / AS MFR BY N -VUE
TYPE MFR BY NU-VUE _ T5-2:''
_ U1
OI I TPE� x5 (1Y) #4 � 2"(TEMP/B)
II
PRE-ENGINEERED S-5 #5 12"(B17
"-4
WOOD ROOF
TRUS5E5 a24" O/C. LEDGER 6" SLAB
I p ER O O
TYPE "P"
I I 5-4 #4&12,
I 100 LB, G=1100 LB
(2) ROUJS OF 2"x4" US 1) NU528 AS MFRS x2'-e,'(T)
oI I � CHORD �IORIZ. BY NU- UE, N 00(o-0921.05
BRIDGING Ul/l 2)16 NAIL a LEC)GER
I aj (8)16 NAIL o TRUSS O
GIRDER -
�I - - - �L - - 7RU55 - - - @ -
I U=1321 LB
CID I XI I'-�" G=1348 L33
I wo v „ I 'rO.N. USE (U NVNTA-16 �o
I u I ( AS MFR BY NU-VUE, .n
I L NOA# 08-0325,11
B-2 (EL. 9'-0°) WKIS)IOdx1.5 NAILS ON STRAP
------ zo --—-----"---- 3 (6)10dxl.5NAILS ON5EAT
) O
1'-6" U=320 LBS 20'-6"
0'-10"
O.N. G=250 LB USE (1) NV5TA-16
AS MFR BY NU-VUE, 40'-0"
NOA# 08-0325.02
W/(9)10dx1.5 NAILS
ON STRAP (6)10bx1.5
NAILS ON SEAT
SECOND FLC0 LAN
eC ALE= 1/4`1'=011
NOTES
1, FOR GENERAL NOTES, REFER TO SHEET S -I,
2. FOR TYPICAL DETAILS, REFER TO SHEET 5-1.1,
3. CENTERLINE OF COLUMNS AND/OR WALL SHALL COINCIDE WITH THE CENTERLINE OF BEAMS ,:,�v�1A
AND/OR F OUNDATION5 BELOW.• C5 ����
4. CENTERLINE LEVELIS
RLLNE OF BEARING;
; UJALLWISE NOTD\COLUMN BELOW 15 CENTER LINE OF WALL OR COLUMN j3\,L� �ecooll
,
5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
6. FOR EXACT LOCATION OF ANY O N
PENT G AND/OR EOUIPMI=NT, COORDINATE WITHp�
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 91
1. FOR NON LOAD BEARING MASONRY WALLS AND/OR PARTITIONS, REFER TO ARCHITECTURAL "t
D RAW I NG5.
8' FLOOR SYSTEM CONSIST OF A ¢" CDX PLYWOOD SHEATHING NAILED W/(10)d RING SHANK
NAILS AT 6"O/C, (4" AT PERIMETER) OVER PRE-ENGINEERED WOOD TRUSSES.
9,. HATCHED AREAS DENOTE A 0" CONCRETE SLAB REINFORCED AS SHOWN ON PLANS,
W/#4 '312" TEMPERATURE STEEL PERPENDICULAR TO MAIN REINFORCEMENT.
10. SUPERIMPOSED LOADS:
LIVE LOAD: ----------40 P51 -(FLOOR), 30 PSF(ROOF)
DEAD LOAD ------------ 30 P5F(FLoOR), 20 f=SF(ROOF)
o
TYPE B
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I I
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I I
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LEDGER
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TYPE A
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t
oI
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I
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IL
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---_ —
A— ---- ---- -
1 LEDGER il
z 2x6 024" O/C.TYPE 13..:
5_5 LEDGER <r
17'-2" 8'-0" 13' 6" TYPE A in
all
(2RPLY MIRDER \ORDER TRU55 GIRDER I �I
R=5418 LB ` i R=1212 LB
PROVIDE (U NvFHE213 bill= 3 R=1048 LB PROVI I PROVIDE
+' I AS MFR BY NU VUE ' m (1) NVFHE2A AS (1) NVFHE2A AS
MFR BY NU -V - MFR BY NU-VUE
•
z I 2x10 WOOD
J015T
S-5 24" O/C
0- - - -4 - - -
i TRU55 GIRDER
LEDGER TRUSS GIRDER �
EL. +I1'-6" o TRU5S
TYPE B TOP OF 2ND FL. I GIRDER OPEN TO BELOW
cf)'
I� ac 24" PRE-ENGINEERED,
LAT FLOOR WOOF)
24 PRE-ENGINEERED N
FLAT FLOOR WOOD RUSSES'@24" OIC, N 5-4
TRUSSES a24" OIG.
#5 '$32" IN 3000 PSI LED ER
GROUT FILLED CELL C ' TYPE "A
6 6 R= -16 L
•
5_4 R=1968 LB I = O O __ P OVIDE ( NVFHE2A
LEDGER (1) NVFHROBVOS / AS MFR BY N -VUE
TYPE MFR BY NU-VUE _ T5-2:''
_ U1
OI I TPE� x5 (1Y) #4 � 2"(TEMP/B)
II
PRE-ENGINEERED S-5 #5 12"(B17
"-4
WOOD ROOF
TRUS5E5 a24" O/C. LEDGER 6" SLAB
I p ER O O
TYPE "P"
I I 5-4 #4&12,
I 100 LB, G=1100 LB
(2) ROUJS OF 2"x4" US 1) NU528 AS MFRS x2'-e,'(T)
oI I � CHORD �IORIZ. BY NU- UE, N 00(o-0921.05
BRIDGING Ul/l 2)16 NAIL a LEC)GER
I aj (8)16 NAIL o TRUSS O
GIRDER -
�I - - - �L - - 7RU55 - - - @ -
I U=1321 LB
CID I XI I'-�" G=1348 L33
I wo v „ I 'rO.N. USE (U NVNTA-16 �o
I u I ( AS MFR BY NU-VUE, .n
I L NOA# 08-0325,11
B-2 (EL. 9'-0°) WKIS)IOdx1.5 NAILS ON STRAP
------ zo --—-----"---- 3 (6)10dxl.5NAILS ON5EAT
) O
1'-6" U=320 LBS 20'-6"
0'-10"
O.N. G=250 LB USE (1) NV5TA-16
AS MFR BY NU-VUE, 40'-0"
NOA# 08-0325.02
W/(9)10dx1.5 NAILS
ON STRAP (6)10bx1.5
NAILS ON SEAT
SECOND FLC0 LAN
eC ALE= 1/4`1'=011
NOTES
1, FOR GENERAL NOTES, REFER TO SHEET S -I,
2. FOR TYPICAL DETAILS, REFER TO SHEET 5-1.1,
3. CENTERLINE OF COLUMNS AND/OR WALL SHALL COINCIDE WITH THE CENTERLINE OF BEAMS ,:,�v�1A
AND/OR F OUNDATION5 BELOW.• C5 ����
4. CENTERLINE LEVELIS
RLLNE OF BEARING;
; UJALLWISE NOTD\COLUMN BELOW 15 CENTER LINE OF WALL OR COLUMN j3\,L� �ecooll
,
5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
6. FOR EXACT LOCATION OF ANY O N
PENT G AND/OR EOUIPMI=NT, COORDINATE WITHp�
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 91
1. FOR NON LOAD BEARING MASONRY WALLS AND/OR PARTITIONS, REFER TO ARCHITECTURAL "t
D RAW I NG5.
8' FLOOR SYSTEM CONSIST OF A ¢" CDX PLYWOOD SHEATHING NAILED W/(10)d RING SHANK
NAILS AT 6"O/C, (4" AT PERIMETER) OVER PRE-ENGINEERED WOOD TRUSSES.
9,. HATCHED AREAS DENOTE A 0" CONCRETE SLAB REINFORCED AS SHOWN ON PLANS,
W/#4 '312" TEMPERATURE STEEL PERPENDICULAR TO MAIN REINFORCEMENT.
10. SUPERIMPOSED LOADS:
LIVE LOAD: ----------40 P51 -(FLOOR), 30 PSF(ROOF)
DEAD LOAD ------------ 30 P5F(FLoOR), 20 f=SF(ROOF)
qq +y OF�r�g g @ Af y � I SEAL I
IUIL D ING,, 1) EN,
REVISIONS
EC TI0pji I.-
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- � 4.-
4, 5.-
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DATE :FEBRUARY, 2012
SALE. AS NOTED
DRAWN. Y. SOSA
DESIGN BY. PAM
JOB NQ
CONSULTING
PKMI
�tzN; ,C I Iy EERS
STRUQTQIRAL ENCI%��IN 1z
7168;S 4Z-ST,(SUITE 134, MIAy11; FL�op
331?55r l��G aQ{''°
P�Ff. (30 11 918 91'
FX: (305) 350 t
S-2.0
o rk
'l�;l�
PAULA. �!WA j9 �ED N P -O-
FLORIDAREG NO.42650� �a® 6>
PMMCE JOB # 11019
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qq +y OF�r�g g @ Af y � I SEAL I
IUIL D ING,, 1) EN,
REVISIONS
EC TI0pji I.-
z-
- � 4.-
4, 5.-
_, a u
DATE :FEBRUARY, 2012
SALE. AS NOTED
DRAWN. Y. SOSA
DESIGN BY. PAM
JOB NQ
CONSULTING
PKMI
�tzN; ,C I Iy EERS
STRUQTQIRAL ENCI%��IN 1z
7168;S 4Z-ST,(SUITE 134, MIAy11; FL�op
331?55r l��G aQ{''°
P�Ff. (30 11 918 91'
FX: (305) 350 t
S-2.0
o rk
'l�;l�
PAULA. �!WA j9 �ED N P -O-
FLORIDAREG NO.42650� �a® 6>
PMMCE JOB # 11019