HomeMy WebLinkAboutS220-MEZZANINE-AND-ROOF-FRAMING-PLAN-Rev.02.0 2.6 3.0
18•-10• 101-9•
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STEEL BEAM
MEZZANINE FRAMING PLAN
SIZE
NUMBER OF G
10 - 1'-01'
NELSON STUDS
POSITIVE MID
MEZZANINE FRAMING PLAN NOTES:
SPAN CAMBER
1. TOP OF SECOND FLOOR SLAB = 114'- 0".
W14x22 (12)(C=1")
2. TYPICAL COMPOSITE SLAB SHALL BE 3"NORMAL WEIGHT CONC.
TOPPING REINFORCED w/ W.W.F. 6x6-W1.2xW1.2 AT 1"FROM TOP
RELEASED FOR CONSTRUCTION
OF SLAB, ON 2"-20 GAGE GALV. COMPOSITE DECK (5" TOTAL
ACE
THICKNESS). REF.3/S420 FOR TYPICAL DECK ATTACHMENT
Subject to compliance with all regulations JD
DETAIL.
of State and Local Codes
City of Camel
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DATE: 06/07/19
L0 2.0 2.6 3.0 4A
29' -10" 18' -10" 10' - s" 25' - 5"
14'-5 1/4" 15'-4 3r4" 14'-5 1/4" 15'- 1 3/4" 12'- 10" 12'-7"
lie
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114
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HSS10x6x3/8(LLV)(108'-71/2")
TYP. 1 OF 4 FROM 1.0 TO 4.0,
REF. 7/S410, 8/5410 AND 9IS410 n
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(TYP.)
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FRAMING PLAN
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le 10'-e^ i- 1s'-r y3-s^�3-o^y 1s'-4^ �r-1o^ L 25-5^ 20•
FOR CANOPY
FRAMING PLAN
STEEL JOIST
DEPTH
JOIST SERIES
TYPE
MIN. SECTION
NUMBER
Ze
_ i8K SP _
INDICATES DESIGN
BY MFR.
JOIST LEGEND
STEEL BEAM
SIZE
W 14x22
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0
a
(R=18`KK))
UNFACTORED SERVICE
REACTION @ EA. END
BEAM LEGEND
� 46TP) S3
COL. SIZE
REF. PLAN
0Q
-- BASEPLATE
REF. SCHEDULE
ON S140
COLUMN LEGEND
ROOF FRAMING PLAN
1 1/8'=1-0'
ROOF FRAMING PLAN NOTES:
1. T/STL. INDICATES DECK BEARING ELEVATION.
2. OPENINGS FOR ROOF DRAINS SHALL BE LOCATED PER
ARCHITECTURAL ROOF PLAN.
3. TOTAL WEIGHT OF RTU'S, CHILLERS, ETC., INCLUSIVE OF CURB,
SHALL NOT EXCEED THE AMOUNT NOTED ON PLAN.
4. REFER TO GENERAL NOTES ON S110 FOR STEEL CONSTRUCTION.
5. EDGES OF ALL RTU FAN CURBS SHALL BE SUPPORTED BY ANGLES
FRAMED BELOW ROOF DECK, REF. 2 & 3IS410 AT LOCATIONS
WHERE CURBS ARE NOT SUPPORTED BY STEEL BEAMS OR
JOISTS.
6. REF. 2/S410 FOR ROOF FRAMING AT ROOF OPENINGS.
7. JOIST SIZES SHOWN HAVE BEEN DESIGNED FOR GRAVITY LOADS
ONLY (INCLUDING SNOW LOAD). ANY JOISTS NOTED AS'SP' SHALL
BE DESIGNED BY JOIST MANUFACTURER.
8. JOIST MANUFACTURER SHALL DESIGN JOIST BRIDGING TO RESIST
UPLIFT FORCES AS SHOWN ON VS130.
9. CONTRACTOR SHALL VERIFY MECHANICAL EQUIPMENT AND ROOF
OPENING SIZES AND LOCATIONS WITH THE MECHANICAL
CONTRACTOR.
10. ' DENOTES MOMENT CONNECTION. REFER TO 6/S410.
11. ALL REACTIONS SHOWN ON PLAN ARE SERVICE LOAD REACTIONS.
12. ROOF DECK CLOSURE ANGLE SHALL BE CONTINUOUS REFER TO
5/S410.
13. PROVIDE COLUMN BRACING PER DETAIL TS410 AT EACH COLUMN
WITH BEAM/JOIST FRAMING IN EACH DIRECTION.
14. PROVIDE LIGHT GAGE OVERBUILD FRAMING BY LIGHT GAUGE
MFR. ABOVE METAL ROOF DECK @ DORMERS, TYP.
15. ® INDICATES OVERBUILD FRAMING. JOIST MFR. TO DESIGN
JOIST FOR ADDITIONAL 15 PSF DEAD LOAD AT OVERBUILD
DORMER LOCATIONS.
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Protect Number'. 3018082
Date'. 02/26/2019
Shout Title and Number'.
HART GAUGLER + ASSOCIATES
� iT� S75.43
WIffi./972
S220
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MEZZANINE AND ROOF
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HGAJOBN 218232
FRAMING PLAN