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G=564 LB
USE (U NV5TA-1(o
AS MFR BY NU-VUE,
NOA' 05-0325.02
WK5)10dx15 NAILS ON
STRAP ((o)10dx15 NAILS
ON SEAT
5-3
U=515 LB, G=564 LB -
PROVIDE (WU528 HANGER
AS MFR BY USP
FL APROVAL FL 511
W/((o)10d NAILS INTO HEADER
AND (4)10d NAILS INTO JOISTS
0
2'-0" 21'-2" 2'-0'
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SCALE: 1/4" =1' -O" 5CALE- 1/4" =1' -O"
NOTES
1. FOR GENERAL NOTES, REFER TO SHEET 8-1.
2. CENTERLINE OF COLUMNS AND/OR WALL SHALL COINCIDE WITH THE CENTERLINE OF BEAMS
AND/OR FOUNDATIONS BELOW.
3. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN
THIS LEVEL UNLESS OTHERWISE NOTED.
4. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
5. FOR EXACT LOCATION OF ANY OPENING AND/OR EQUIPMENT, COORDINATE WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.
(o. FOR NON LOAD WALLS AND/OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS.
-1. TOP OF FOUNDATIONS SHALL BE -2'-0 BELOW FINISHED GRADE.
8. GROUND FLOOR SLAB CONSISTS OF A 4" CONCRETE SLAB ON GRADE OVER WELL
COMPACTED FILL AND ro MILL VAPOR BARRIER AND REINFORCED W/(oX6-W1.4xW1.4WWF,
LAPPED 6" MIN. WWF SHOULD BE PLACED AT THE TOP 1/3 OF THE SLAB IN ORDER TO BE
EFFECTIVE. ADDITIONALLY MESS SHALL BE SUPPORTED USING CHAIR BOLSTERS.
MINA PLAN
NOTES
1. FOR GENERAL NOTES, REFER TO SHEET 6-1.
2. CENTERLINE OF COLUMNS AND/OR WALL -SHALL COINCIDE WITH THE CENTERLINE OF BEAMS
AND/OR F OUNDATIONS BELOW.
3. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN
THIS LEVEL UNLESS OTHERWISE NOTED.
4. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
5, FOR EXACT LOCATION OF ANY OPENING AND/OR EQUIPMENT, COORDINATE WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.
6. FOR NON LOAD BEARING WALLS AND/OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS.
7• ROOF SYSTEM CONSIST OF A %" CDX PLYWOOD SHEATHING NAILED W/65)d RING SHANK NAILS
AT 6"O/C, (4" AT PERIMETER) OVER WOOD RAFTERS.
g SUPERIMPOSED ROOF LOADS:
LIVE LOAD:----------30 PSF
DEAD LOAD ----------- 20 PSF
O.N.01 U=515 LB
G=564 LB .
USE (1)NVSTA-1(o
AS MFR BY NU-VUE,
NOA' 05-0325.02
W95)10dx15 NAILS ON
STRAP (6)10dx15 NAILS
ON SEAT
t Ylo'cl
S-3
U=452 LB, G=340 LB
USE (U NVRT-16
AS MFR BY NU-VUE,
NOAs 05-0326.11
W/(&)I6d NAILS ON RAFTER
(8)16d NAILS ON WOOD BEAM
U=452 LB, G=340 LB
USE (1) NV5TA-1(o
AS MFR BY NU-VUE,
�^ = NOA' 06-0325.02
W95)10dx15 NAILS ON STRAP
`^ ((o)10dx15 NAILS ON SEAT
GDX PLYWOOD SHEATHING
W/10d RING SHANK NAILS
is 6" O.C. (4" 9 PERIMETER)
2"AO" RAFTER
e 24"O/C
(BEYOND)
(2)2x12 WE) BM
W/IA"' STL PL
Ya" STL L1 BRACKET (TYP.)
WK213 4 THRU BOLTS
(2)01'sx4'-O" DOWELS 6"
INTO EXIST. CONC. TIE BEAM
WITH RE 500 EPDXY. (TOP t BOT.)
EXIST:
CONC.TB
TO REMAIN
EXIST. CONG=
MASONRY WALL
(TO REMAIN)
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ZONE 2= -81.0 PSF
ZONE 3= -12.5.1 PSF
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STEEL COLUMN® STEEL GOLUMNC4
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SCALE: 1" =1' -O" S-2
DETAIL 3
SCALE: P =1' -O" Ku
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