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C6x8.2 ACROSS(3) (4)#12 SCREWS FROM
<br /> � ® m ® ® PL. 20 ga. AS SHOWN REVISIONS
<br /> MIN.(E)OWSJ RTU CURB,RE:S3.1-6 CHANNEL TO DECK HIGH RIB =o F"
<br /> (E)ROOF DECK DIRECTLY OVER OWSJ,TYP. - O.0 SCREWS
<br /> CHANNEL AROUND PLATE
<br /> N ® ® PERIMETER
<br /> 1/8 2 (E)OWSJ (E)OWSJ JOIST -"
<br /> �o
<br /> ° 6"MIN.
<br /> ® 2r TYP.
<br /> C6x8.2 BTWN. (E)OWSJ6
<br /> m
<br /> IB SCREW DECK TO SKYLIGHT r (E) ROOF DECK
<br /> IA � CURB FLANGE W/(1)#10 � � n n
<br /> 41-011 SCREWS AT EA.HIGH FLUTE
<br /> 53.1 BOTH SIDES
<br /> o i i I I 12"WIDEx20 ga.
<br /> X L2x2 ONLY REQD.AT c
<br /> DECK OPENINGS #12 SCREW AT EA.LOW FLUTE TO GALVANIZED
<br /> / JOIST IN ADDITION TO ANY "
<br /> ( � � (N) 1 1/2 20GA.
<br /> / \ EXISTING DECK ATTACHMENT) • • ROOF DECK INFILL
<br /> AT (E) OPENING. LAP
<br /> ADD BRACING ASL o o DECK A MIN. OF 2"
<br /> REQUIRED,RE: S3.1--5
<br /> 2 MIN.
<br /> � AT ALL EDGES
<br /> OVERLAP
<br /> LIxIx1/4 UNDER
<br /> RTU SUPPORT AT NEW UNIT ON EXISTING ROOF FRAMING SECTION
<br /> DECK EACH SIDE
<br /> NOTE: OPENINGS ARCH. PROJECT NO.
<br /> REFER TO ARCHITECTURAL AND 6" OR LESS IN
<br /> MECHANICAL DRAWINGS FOR NO.,SIZE ot'
<br /> o (E)owsJ JOIST • #12 SCREWS @ 12�� O.C. MAX. DIMENSION DO 2004
<br /> PLAN AND LOCATION OF ROOF TOP UNITS AND o 0 77 ALONG PERIMETER 0 NOT REQUIRE 2 12 DRAWN
<br /> OPENINGS.PROVIDE STEEL FRAME FOR
<br /> ALL OPENINGS LARGER THAN 24"O OR N REINFORCEMENT
<br /> TJN/FJR
<br /> 24"x24"SQ.,RE:S3.14 AT SMALLER CHECKED
<br /> (2)#12 SCREWS AT OPENINGS
<br /> EA.TOP FLUTE (2)#12 SCREWS FROM ANGLE PLAN DNS
<br /> TO DECK AT EA.TOP.FLUTE C6x8.2 BTWN. (E)OWSJ
<br /> C6x8.2 BTWN. (E)OWSJ (N)L2x2x3/16" i SUBMITTAL DATES
<br /> (N)L2x2x3/16"ALONG (N)C6x8.2 CURB,RE:ARCH. C6x8.2 BTWN.(E)OWSJ L J
<br /> CUT EDGE OF DECK BEYOND (E)ROOF DECK (E)ROOF DECK • o •
<br /> BEYOND _ _ LENGTH � O6�II�2O
<br /> OF Z' 2-12
<br /> NOTE: ^
<br /> (E)ROOF DECK TO VERIFY DIMENSIONS
<br /> BE REMOVED&
<br /> BEYOND ANGLE TO AND LOCATIONS W/
<br /> TBD TE
<br /> #12 SCREW OR PDP @ 12"O.C. CHANNEL 3/16 ARCHITECTURAL DRAWINGS
<br /> AND SKYLIGHT SUPPLIER.
<br /> SECTION'2A' SECTION'2B' 2-12
<br /> SECTION
<br /> FRAMING ATN ROOFTOP UNITS N SKYLIGHT AT ROOF E ROOF FRAMING DECK INFILL STEEL DECK OPENINGS
<br /> 1 1" _ 1'-0" 2 1/2" — 1'-0.. 3 1 1/2" — 1'-0.. 4 1" _ 1'-0" � w w
<br /> Q N p
<br /> W p
<br /> or� zOFz aVN�
<br /> � wW q'n � Z
<br /> ¢ �� wC�7� Qp � W
<br /> a w
<br /> oo � x
<br /> RTU ATTACHMENT PROVIDED BY MFR. z a W a �o �o�
<br /> CURB MFR TO PROVIDE ADDITIONAL z
<br /> (°° a a. �© 1/1 z
<br /> SUPPORT BELOW PLYWOOD PLATFORM Q u F ZAS
<br /> PORT/ANCHOR mw .'�
<br /> UNIT(MINF# 102 SCPREWS @ 12 O.C. w�z � p z V� w
<br /> AROUND UNIT PERIMETER TO CURB) (N)MECH/ELEC UNIT Q a Q a a x o z � Qo�
<br /> CURB PER MFR.W/3/4" BRACING AT EDGE OF PLATE o o o
<br /> TOP CHORD CONCENTRATED LOAD PLYWOOD PLATFORM >
<br /> PANEL PT AS REQ'D.AT OWSJ,RE: 53.1-5 w w o o °w a w a�
<br /> GREATER - - - - - - - - - - - - Qoxww� azQ
<br /> 14
<br /> #12 SELF TAPPING SCREW WEB REINFORCING TO EXTEND A MINIMUM OF ACROSS THE (N) 1/2"DIA. SMOOTH
<br /> CONTRACTOR PROVIDED AND
<br /> INSTALLED L2x PROVIDED
<br /> REINFORCING AT EA.CORNER MIN.,THEN FIRST(4)WEBS FROM SUPPORT,OR A MINIMUM OF 1/3 THE JOIST ROD,EA. SIDE,TYP. w w H z
<br /> ANGLE FROM CONCENTRATED LOAD C6x8.2 BTWN.JOISTS @ 12"O.C.AROUND PERIMETER SPAN,WHICHEVER IS GREATER.
<br /> i
<br /> TO PANEL POINT AT OPPOSITE CHORD AT CURB
<br /> E TOP CHORD ROD TO
<br /> ROOF DECK, (E)ROOF DECK, (E)WEBS,TYP. / WEB,TYP.
<br /> N
<br /> RE:PLAN 171)
<br /> RE:PLAN
<br /> a Oo
<br /> U o
<br /> (n U
<br /> 1/4 2-6
<br /> TYP
<br /> W v
<br /> Z
<br /> N
<br /> a z W
<br /> (E)OWSJ JOIST, /7A
<br /> RE.PLAN (E)BO
<br /> TYP. TOM (E)OWSJ JOIST,
<br /> 53.1 RE:PLAN z W H I
<br /> 1/8 (E)OWSJ JOIST,
<br /> RE:PLAN z o
<br /> Q(E)OWSJ GIRDER, W V) N
<br /> CONCENTRATED L/3 RE:PLAN WEB REINFORCEMENT * a Z
<br /> BOTTOM CHORD GREATER THAN 3" LOAD (E)OWSJ GIRDER, SECTION'7A'
<br /> :PLAN WEB REINF.RE: SECTION'7A' O O
<br /> PANEL POINT 1/2"DIA. SMOOTH ROD,TYP.EA. SIDE AT N
<br /> BRACING AT EDGE OF PLATE L, EACH WEB MEMBER. EXTEND FROM TOP a
<br /> AS REQD.AT OWSJ,RE: S3.1-5 TO BOTTOM CHORD ALONG INSIDE CORNER
<br /> OVERALL JOIST LENGTH OF WEBBING
<br /> TYPICAL STEEL JOIST REINFORCING WHERE z
<br /> CONCENTRATED LOADS EXCEED 100 LBS
<br /> BRACING AT CONCENTRATED LOADS- RTU CURB E ROOF FRAMING WEB REINFORCEMENT
<br /> 5 111 - 11-011
<br /> " 1'-0" 6 1 1/2" = 11-0" 7 1/2" = 11-0"
<br /> ROOF DECK,
<br /> ,x 0.77107
<br /> (N)MECH/ELEC UNIT (E)W-BEAM, RE:PLAN
<br /> WEB REINFORCING TO EXTEND A MINIMUM OF ACROSS THE RE:PLAN crvtit
<br /> FIRST(4)WEBS FROM SUPPORT,OR A MINIMUM OF 1/3 THE JOIST BRACING AT EDGE OF PLATE CA
<br /> 2 2
<br /> SPAN,WHICHEVER IS GREATER,TYP. AS REQD.AT OWSJ,RE: S3.1-5 (E)PLATFORM DECK v
<br /> - - - - - - - - - - -
<br /> i (N) 1/2"DIA. SMOOTH
<br /> (4) 1/2 DIA. SMOOTH RODS ONE PER EACH ROD,CENTERED AT EA. SIDE OF 112'-0"
<br /> SIDE OF EACH TOP AND BOTTOM CHORD MID-SPAN,TYP. 17
<br /> 1/2"DIA. SMOOTH ROD,TYP.EA. SIDE AT —
<br /> (E)W-BEAM 3/16" 7" _
<br /> EACH WEB MEMBER. EXTEND FROM TOP ANGLE,CENTERED AT MID-SPAN FOR L/2 MIN.
<br /> TO BOTTOM CHORD ALONG INSIDE CORNER
<br /> OF WEBBING,RE: S3.1--7 F -1
<br /> ROD TO
<br /> (E)ROOF DECK, E WEBS,TYP. E TOP CHORD
<br /> 1/4" 2"-6" 2 WEB,TYP. 1�
<br /> RE:PLAN 1/2"HILTI KWIK BOLT TZ
<br /> i
<br /> No- EXP.ANCHOR W/2-5/8"
<br /> (N)L3x3x1/4x 2'-0"LG EMBED IN LOW FLUTE
<br /> 1/4
<br /> (N)L2x2-1/2x1/4 @ 6'-0"O.C.
<br /> TYP (E)W-BEAM, MAX,NOTCH AND BEND
<br /> 1/4 2-6 RE:PL __ _ _ PL. 1/4"x4"x4" LEG AT ANCHOR r--1
<br /> II O H
<br /> (E)OWSJ GIRDER,
<br /> (E)OWSJ JOIST, 7A 8A 7A --
<br /> RE: WSJLAN (E)BOTTOM (E)OWSJ JOIST, RE:PLAN (E)CMU SHEAR WALL
<br /> CHORD S3.1 53.1 53.1 RE:PLAN
<br /> CHORD REINFORCEMENT
<br /> (E)OWSJ JOIST, L/2 (E)OWSJ GIRDER,
<br /> RE:PLAN RE:PLAN
<br /> (E)OWSJ GIRDER, CHORD REINF.,RE: SECTION'8A' O
<br /> RE:PLAN 1/2"DIA. SMOOTH ROD,TYP.EA. SIDE AT
<br /> L/3 L/3 EACH WEB MEMBER. EXTEND FROM TOP �� O
<br /> WEB REINF.,RE: SECTION'7A' WEB REINF.,RE: SECTION'7A' TO BOTTOM CHORD ALONG INSIDE CORNER V 1
<br /> OF WEBBING,RE:S3.1-7 O
<br /> L O
<br /> OVERALL JOIST LENGTH
<br /> O O
<br /> E ROOF FRAMING CHORD & WEB REINFORCEMENT W-BEAM TO JOIST GIRDER E CMU WALL BRACE
<br /> 8 1/211 = 1'-011 9
<br /> SHEET TITLE
<br /> ROOF FRAMING
<br /> DETAILS
<br /> a
<br /> SHEET
<br /> S3 ,01N
<br /> N
<br /> O
<br /> N
<br /> O
<br /> N
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