HomeMy WebLinkAbout44-01 Plans March 22 2001 1st floor framing planFOUNDATION NOTES:
I. ELEVATIONS:
T /WALL FTG.= +87' -O" UNO.
T /COL FTG.= +87' -4" UNO.
T /CONCRETE WALL = +99' -7" UNO.
T /CMU WALL = +99' -2" UNO.
T /SLAB BASEMENT FLOOR= +88' -O" UNO.
T /SLAB FIRST FLOOR= +100' -O" UNO (SEE CIVIL FOR ACTUAL)
2. SLAB ON GRADE:
TYPICAL: 4" WITH 6x6xW1.4xW1.4 WWF
ALL SLABS ON 6" DRAINABLE COMPACTED FILL ON 6 MIL VAPOR BARRIER.
3. GRADE BEAM GB1 SHALL BE 16 "x2' -6" REINFORCED WITH (3) #5 TOP AND
BOTTOM, #3 CLOSED TIES @ 32" 0 /C. PROVIDE 16" DIA PIERS AT EXTERIOR
COLUMN LOCATIONS FROM T /GRADE BEAM TO ELEVATION 100' -0" REINFORCED
WITH (4) #4 VERTICAL BARS AND ONE #3 TIE AT TOP.
FIRST FLOOR FRAMING NOTES:
1. FLOOR TO BE 3" N.W. CONCRETE SLAB WITH 6x6- W1.4xW1.4
WWF OVER 2" x 22GA. COMPOSITE MTL. DECK (5" TOTAL
SLAB THICKNESS) FASTEN DECK TO SUPPORTS USING 5/8"
DIA, PUDDLE WELDS AT 12" O.C. (6" O.C. AT PERIMETER
SUPPORTS)
2. FINISH FLOOR ELEVATION = +100' -0"
DECK BRG. ELEVATION = +99' -7" ((U.N.O.)
JOIST BEARING ELEVATION = +99' -2 ,
3. PROVIDE HORIZONTAL BRIDGING IN ACCORDANCE WITH
SJI SPECIFICATIONS.
4. VALUES NOTED AT BEAM & JOIST GIRDER ENDS ARE
MAXIMUM SERVICE REACTIONS. IF NO VALUE IS SHOWN
THEN ASSUME MINIMUM DESIGN REACTION OF 8.0 KIPS,
5. ALL WIDE FLANGE MEMBERS SHALL CONFORM TO
ASTM A572 (Fy =50 KSI). WIDE FLANGE COLUMNS
SHALL BE ASTM A572 (Fy =50 KSI).
6. STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE
B (Fy =46 KSI).
7. SEE 1 /S401 FOR TYP. BEAM CONNECTIONS AND BOLT SCHED.
8. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT- DIPPED
GALVANIZED (U.N.O.)
9. EDGE OF SLAB (E.O.S.)= 6" TYPICAL FROM BEAM CENTER LINE AT OPENINGS
(U.N.O.)
SEE CIVIL FOR RETAINING WALLS
10'_6"
(6) 0 11" . 5'
WALL FRAMING NOTES:
1. TYPICAL EXTERIOR WALL CONSTRUCTION: 2x6 SYP #2 STUDS @ 16" 0/C W/
BLOCKING AT 8' -0 ". SHEATHING TO BE 1/2" APA 32/16 SPAN RATED OSB
ATTACHED W/ 8d COMMON @ 12" 0/C FIELD 6" 0/C ALL EDGES. SECURE
PRESSURE TREATED SILL PLATES TO SLAB 1/2 "x 2 -1/2" EMBEDDMENT EXP.
BOLTS @ 24" 0 /C. PROVIDE (2) 2X6 HF #2 OR BETTER TOP PLATES.
2. ALL HEADERS SHALL BE (3) 2x12 SYP #2 WITH 1/2" PLYWOOD OR OSB
SPACERS UNO ON PLAN,
PROVIDE TRIMMERS AND KINGS STUDS AS FOLLOWS:
UP TO 4' OPENINGS: ONE (1) TRIMMER AND ONE(1) KING STUD.
4' TO 8' OPENINGS: TWO (2) TRIMMERS AND THREE (3) KING STUDS,
3. FOR OPENINGS UP TO 12' PROVIDE THREE (3) 1- 3/4 "x9 -1/4" LVLS WITH TWO
(2) TRIMMERS AND FOUR (4) KING STUDS.
4. PROVIDE WALL TO FOUNDATION TIE 0 AT GIRDER LOCATIONS INDICATED AND
(2) AT EACH CORNER OF BUILDING.
5, BRICK LINTELS SHALL BE AS FOLLOWS WITH ALL LINTELS GALV.
SPAN
LINTEL
BEARING
TO 4' -0"
L4x3 1/2xi/4 LLV
4"
4' TO 8' -0"
1_50 1/2x3/8 LLV
8"
6. SEE SPECIAL LINTEL ELEVATIONS AT ENTRY AND ABOVE LOWER ENTRY
BEAM SIZE INDICATES NUMBER OF EQUALLY
SPACED SHEAR CONNECTORS
24k W1800 (17) C =2 1/4" 26K H
LL REQUIRED MILL APPLIED OR
SERVICE LOAD GRAVITY SHOP APPLIED CAMBER
REACTION FOR CONNECTION
DESIGN
KEY FOR BEAMS
1) IF (20) IS OMITTED ON BEAM THEN COMPOSITE
CONSTRUCTION IS NOT REQ'D,
2) ALL SHEAR CONNECTORS TO BE 3/4" DIA. x 3 1/2"
LONG. SHEAR CONNECTORS TO BE WELDED THROUGH STEEL
DECK USING STUD WELDING GUN, STICK WELDING IS NOT ALLOWED.
3) WHERE STEEL EDGE ANGLES OR STEEL ANGLE BENT PLATE
ARE USED ON PERIMETER STEEL BEAMS, ANGLE OR
PLATE MUST BE ATTACHED 1 "± OFF OF BEAM CENTER
LINE TOWARD EXPOSED EDGE TO ALLOW SHEAR
CONNECTOR TO BE ATTACHED DIRECTLY TO BEAM
FLANGE. SHEAR CONNECTORS CAN BE WELDED THROUGH
GAUGE METAL POUR STOPS AND CELL CLOSURES.
4) FASTEN FLOOR DECK TO BEAMS WITH 5/8" PUDDLE WELDS
@ 12" O.C. MAXIMUM,
SEE CIVIL FOR ELEVATIONS
7" TREADS TYP.
CONSTRUCT 8"x8" CMU
PIERS W/ (1) #5 BAR
@ CENTER. SEE ARCH
ELEVATIONS FOR HEIGHT.
* = SPECIAL FILLED CELLS
A ) ( B ) ( C
--6" 1, 20'
0
6"
_% , N� EW CMU FOUNDATION W LL
T /SLAB r , _. s 10 11 1z _ ,......
o=
F�
E
1.3
2
CONTRACT R TO VERIFY FIELD saol S401 a o
LOCATIONS OF EXISTING EMBEDS `li
PRIOR TO GIRDER LOADS
PROVIDE 2'- 0 "x2' -Ol' "
SPREAD FOOTING W /•� )
#4 EACH WAY AT PIE .
SET T /FTG 30" BELOW GRADE.
Lo
0
3.3
4
(3) 1 3/4 "x9 1/2" LVL
LINTELS AT (2) LEVELS
BETWEEN WINDOWS BELOW
ON (2) TRIMMERS.
FILL WALL BETWEEN JOISTS
TO DECK BEARING @ 99' -7"
�—�TYP _r...
4" SLAB S
S302 i
6x6 SYP #1 POST TYPICAL. I ARCH FOR SLOPE I r
SEE ARCHITECTURAL FOR COLUMN
WRAP.
4
S302
ill
III . ,. ��k
SCALE: 1/8" = 1' -O"
NORTH