HomeMy WebLinkAboutA200 - ROOF PLAN75
N.I.C.
SPENGA
NOTES:
EXISTING RTU & ROOF CURB TO 1.) LOCATIONS & SIZES OF EXISTING RTU'S ARE APPROXIMATE
BE REPLACED WITH NEW. MODIFY - AND SHALL BE FIELD -VERIFIED BY G.C. & MECHANICAL CONTRACTOR.
CURB AS REQ'D TO FIT NEW UNIT. CONDITION OF ROOF CURBS IS UNKNOWN AND EACH SHALL BE INSPECTED
INFILL OPENING AS REQ'D BY MECHANICAL CONTRACTOR. REPAIR AND MODIFY CURBS AS NECESSARY
WCONSTRUCTION TO MATCH TO SAFELYACCEPT NEW RTU's AND PER CURRENT BUILDING CODE. NEW
EXISTING. ��- RTU's AND ROOFTOP EQUIPMENT SHALL BE SECURED/ANCHORED USING
L J CODE APPROVED HOLD-DOWN METHODS.
2.) ANY NEW ROOF PENETRATIONS OR WORK THAT REQUIRES PATCHING OR
REPAIR OF EXISTING ROOF SYSTEM (INCLUDING BUT NOT LIMITED TO
INSULATION, ROOF MEMBRANE, FLASHING, ETC.) MUST BE APPROVED BY
LANDLORD PRIOR TO BEGINNING ANY WORK. G.C. TO COORDINATE.
3.) ARCHITECT ASSUMES EXISTING ROOF INSULATION TO BE CODE
COMPLIANT. GC TO FIELD VERIFY THICKNESS & R-VALUE AND REPORTANY
DISCREPANCIES TO ARCHITECT.
I I I
I I I
�y�// EXISTING BEAM LINE, TYP
EXISTING FLAT ROOF, TYP D NEW RTU, SEE MECH. DWGS.
REFER TO DETAIL 2/A200 FOR
NEW ROOF OPENING.
I I I
Ta EXISTING BAR JOISTS, VERIFY SIZE, SPACING & DIRECTION IN FIELS
Ld
Man
I NI I
NEW RTU, SEE MECH. DWGS.
REFER TO DETAIL 2/A200 FOR
NEW ROOF OPENING.
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SPENGA
N.I.C.
U t p O S
1/4.. = T-o-
L2x2x3/16 EACH SIDE OF WEB WELDED CUT AND REMOVE
LOAD TO TOP & BOTTOM CHORD WHERE LOAD SEE NOTE 3 EXISTING DECKAS
AT LOAD IS AT JOIST SEAT AT FOR SIZE, TYP. ROOF OPENING REQUIRED, TYP.
ROOF ROOF PANELLENGTH SEE MECH. PLANS
L2x2x3/16 EACH SIDE OF WEB WELDED EXISTING
TO TOP & BOTTOM CHORD 4" 4" LOAD APPLIED IN THIS ZONE PANEL POINT METAL DECK, TYP. RTU OPENING FRAMING NOTES:
DOES NOT REQUIRE JOIST 2"BEA GM 1. PROVIDE STEEL ANGLE FRAMES ON ALL SIDES OF OPENINGS
WEB STRENGTHENING I GREATER THAN 10 INCHES IN EITHER DIRECTION.
-Ar ; 2. THE STEEL CONTRACTOR (G.C. COORDINATED) SHALL VERIFY
ALL OPENING SIZES AND LOCATIONS WITH THE CONTRACTOR
RESPONSIBLE FOR THE OPENING OR SUPPORT FRAMING PRIOR
TO FABRICATION OF THE STEEL FRAMES. LOCATION(S) SHOWN
EXISTING ROOF JOIST ON THE PLANS ARE APPROXIMATE.
i P.
OR WF BEAM, TYP. 3. PROVIDE ANGLE SIZES AS FOLLOWSOPEN:
RELEASED FOR CONSTRUCTION 5116"Tx10"W FINGER SSPANIN5'-0" LA4x4x5 6�E
BENT PLATE TO WEB STRENGTHING, SPAN >5'-0" L6x6xW
Subject with all regulations SUPPORT ANGLES, NOT SHOWN FOR
H
EXISTING BEAM EXISTING ROOF JOIST, TYP. TYP. CLARITY, TYP.
of State and Inca) Codes
City of Camel
'ol RTU Roof Framing
DATE: 08/23/19 3/4" - 1
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SPENGA
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FOXFIEI-D CONSTRUCTION LTD.
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No. AR11900058
STATE OF
VES project number: 190301
sheet title:
ROOF PLAN
sheet number
0 2' 4' 8' :
A200
1/4"-1 0" ® 2018 Virtual Energy Solutions, Inc.