11-520-009ROOF SYSTEM OVER PLYWOOD SHEATHING FASTENDED
TO METAL DECKING, TYP,
METAL DECKING TO 111/2 ", 22 GA., WELDED TO STEEL
PLATES_ WELDING PATTERN TO BE 3ro /9 AT END
SUPPORTS AND (13) STITCH CONNECTORS AT SIDELAPS
(No_ 12 SCREWS)_ PROVIDE 5/64 PUDDLE WELDS AT
6 "c /c AT EDGE SUPPORTS
1 B^ 1 CHASE OPENING (FIELD VERIFY), N.T.S.
G
• 1E3 /811x4" CONTINUOUS W/
D 1/21-P HEADED STUDS x4"
LONG EMBEDED INTO
• GONG_, ALL AROUND_
A D n
DI ADD (2) -04 TOP, TYP,
0 6 S" CONC. WALL
TYPICAL IN REINFORCED
W/ 4010 c/c VERTICAL
AND 04 ,N10 "c /c HOFM
ALL AROUND
Ip
A °
ID D DRILL HOOKED DOWELS
•. USE HILTI HY -150 EACH
° BAR (2" EMBEDMENT)_
ROUGHEN CONCRETE
TYPICAL
EXISTING 1111 CONCRETE
SLAB.
/SECTION
5 -101 N_T -5_
CONCRETE CURS
EXTENSION -
COORDINATE HEIGHT WITH
COUNTERFLASHING HEIGHT
NEW 4" CONCRETE CURB
REINFORCED WITH
(2) -03 CONTINUOUS
"4016 "c 1c HOOKED
DOWELS USE
HILTI HY -150 EACH BAR
_�+ • D. (2" EMBEDMENT)_
0
°
TYPICAL
CONCRETE
OPICAL
EXISTING CONCRETE
CURB
ROOF CURB SECTION_
72'�S E C T I ON
5 -101 N_T_S_
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GENERAL STRUCTURAL NOTES:
1_ CONCRETE:
ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE
STRENGTH OF 3,000 P51 IN 28 DAYS. AGGREGATES TO BE CLEAN
AND WELL GRADED, MAXIMUM 51ZE 1 ", CONCRETE SLUMP: 3" MIN_
TO 5" MAX. VERTICAL CONCRETE DROP NOT TO EXCEED 8',
2. CONCRETE COVER:
TO BE AS FOLLOWS: BOTTOM TOP 51DE5
WALLS - -- - -- 11'/211
BEAMS 11 /2" 11 /2" 11 /2"
3_ REINFORCING STEEL:
TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER A5TM A-
305, AND CONFORMING TO ASTM A -615, GRADE 60_
4, ANCHORING EPDXY:
FOR ANCHORING REINFORCING STEEL IN EXISTING CONCRETE USE
HILTI HIT HY 150 INJECTION ADHESIVE ANCHOR OR EQUAL. OTHER
AVAILABLE EPDXIES ARE MADE BY ULTRA BOND OR RAWL_ DRILL
HOLES 1/8" BIGGER THAN THE DIAMETER OF THE REINFORCING STEEL
(STEEL ROD). THE DEPTH OF THE HOLES ARE TO BE A MINIMUM OF
5 ", UNLE65 OTHERWISE NOTED IN THESE PLANS, OR UNLE56
OTHERWISE INSTRUCTED BY THE MANUFACTURER'5 RECOMMENDATIONS.
5. EXPAN51ON BOLTS:
EXPANS OANN BOL BOLTS, , R QUAL FORLSUB6 ARE UTIO , BE HILTI PE
STRUCTURAL ENGINEER FOR REVIEW AND HIS APPROVAL,
EXISTING MASORY
TYPICAL ROOF SECTION AT ELEVATOR CHASE
S E C T I O N
S -101 N.T,S.
HOLLOW METAL DOOR
NEW 4" CONC_ CURB
REINFORCED WITH
(2) -03 CONTINUOUS
(3) -03 HOOKED DOWELS USE
HILTI HY -150 EACH BAR (2"
EMBEDMENT).
ROUGHEN CONCRETE
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2
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al
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N.T.S.
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° EXTENSION
HILTI HY -150
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EACH BAR, 2"
3
D D 03x12 "c /c HOOKED
DOWELS USE
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EXIST_ CONCRETE SLAB
-101
HILTI HY -150 EACH BAR
a
61/2" (2" EMBEDMENT)_
EXISTING CONC_ BEAM
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95 PSF
C�2 PERIMETER 1TY OF SoIJ -fH IVIIAR
121 PSF '3.)i1.:0)d� (-
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