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NOTES
<br /> I.FOR HOLES 4"4)OR LESS,OR 4" SQUARE OR LESS:
<br /> NO STRENGTHENING 15 REQUIRED PROVIDED THAT HOLES ARE NOT CLOSER THAN 12'CLEAR
<br /> 2. FOR HOLES GREATER THAN 4"UP TO 8"c1) OR 8"SQUARE:
<br /> PROVIDED HOLES ARE NOT CLOSER THAN 2'-0" CLEAR
<br /> PROVIDE II/2#/CY.YD. 36"PANEL WIDTH (OTHERWISE CONSIDER AS ONE OPENING 41 REINFORCE PER ITEM 3 OR 4 BELOW)
<br /> OF FIBERMESH 500 / /
<br /> FIBER REINFORCING \ 12" #4 TRIM BAR(4 SIDES) WIZ
<br /> I. MAXIMUM DECK SPAN AT INTERIOR FLOOR = 101-5"CLEAR SPAN(TWO OR NOTIFY ENGINEER BEFORE
<br /> / :,--- -K, EXTEND 2'-0" BEYOND
<br /> " MORE CONTINUOUS SPANS). CONSTRUCTION IF ALTERNATE
<br /> OPENING
<br /> METHOD OF REINFORCING
<br /> ° . 2. PROVIDE(4) k2"4)EFFECTIVE PUDDLE WELDS PER SHEET TO ALL OPENINGS 15 PROPOSED
<br /> 4. 0* . . • , • . ` \ SUPPORTS PERPENDICULAR TO DECK FLUTES. COMPOSITE STUDS MAY 'MI '
<br /> co REPLACE PUDDLE WELDS.
<br /> PUDDLE WELD SECTION AT DECK WITH CONC.FILL L.:
<br /> o .
<br /> LOCATION PER NOTE 2 3 PROVIDE 1/2"0 PUDDLE WELDS AT 12"O.C.TO ALL WALL LEDGERS,U.O.N LL a_
<br /> TYPE=VERCO 16 FORKOK COMPOSITE DECK,MIN. PROVIDE OP PUDDLE WELDS AT 12"O.G.INHERE DECK ORIENTATION 3.FOR HOLES GREATER THAN 8"UP TO 16"4)OR lb"SQUARE: 3 LOW FLUTES \/
<br /> OF 660 GALVANIZED re FOLLOWING MIK PROPERTIES: CHANGES AND OTHER SUPPORTS PARALLEL TO DECK FLUTES,U.O.N.
<br /> / HMOALXE. /
<br /> SHEAR CAPACITY REQUIRED = 1650 1*/LF 4. CONNECT DECK SEAMS WITH BUTTON PUNCHES @ IV O.C. MAX. DECK WELDS ),
<br /> / / TYP. ALL AROUND
<br /> HOLE SIZE 1/2'14)•• !2'14)•• 2'-0"
<br /> 5. DECK TYPE MUST MEET OR EXCEED CRITERIA LISTED AT LEFT INCLUDING I.C.C. OPENINGS,TYP. SIZE / 0 o
<br /> 20 GA.
<br /> RESEARCH REPORT ALLOWABLE SHEAR LOADS.SUBMIT DECK INFORMATION
<br /> I = 0.56i6 in.4 TO ENGINEER BEFORE BEGINNING SHOP DRAWmar
<br /> INGS. IMWAIIIMMI
<br /> 1111WMIL arr . .... rffil-
<br /> 4
<br /> 5 = 0.534 irl 4;--‘: ./--\. 117S: AM
<br /> Fy = 3a ksi MIN. 6. REINFORCE MISC.DECK OPENINGS PER 4/55.2. 0
<br /> el'.VNAS
<br /> GIRDER i L2x2x%,TYF'. MAX. 3"
<br /> / / / tt4 TRIM BAR(4 SIDES) S ''l446 A
<br /> 1. ADD TOP REINF.BARS OVER BEAMS 8 GIRDERS PER 12/55.1. PER PLAN 0
<br /> __A_ 346 r HOLE MAX. EXTEND 2'-0" Ilv ij, .:1/
<br /> SIZE BEYOND OPENING. '7: .-
<br /> 4.FOR HOLES GREATER THAN lb" SQUARE OR 16"(1): ,,,
<br /> SEE DETAIL DETAIL 8/55.2. :-VoNAI., '
<br /> TYPICAL V COMPOSITE DECK SCALE:NONE 2 TYPICAL COMPOSITE DECK REINFORCEMENT AT OPENINGS<I6'SQUARE SCALE:NONE 4
<br /> E
<br /> METAL GAUGE EDGE FORM 0.
<br /> 6" 2
<br /> )• / TYPE B OPNG. BY DECK SUPPLIER
<br /> (NEAR GIRDER) . c..)
<br /> . a a)
<br /> DECK SUPPLIER SHALL BEAMS REOD IF "X" 15 , „, .. 4 GI 4 a),F,(NJ en •-
<br /> SUPPLY GAUGE EDGE CORNER BARS GREATER THAN 2'-0". Wag T < cr)
<br /> FORM PER STEEL DECK PER NOTE 5- 'GIRDER/ I SEE PLANS allinili E r. , - - F
<br /> c7, co
<br /> INSTITUTE STANDARDS. 1 i - t
<br /> INHERE OVERHANG k 10" x---\
<br /> \ SEE TYP.SLAB
<br /> II -(-------______________________ -43H 0 .1'
<br /> 3'
<br /> 'A' 4 x 'A' "Au 4 x 'A' OR EDGE FORM CAN x Cbx11.5 ---_ X LA"..- 0--i GS EDGE DETAIL FOR c., u..1 ...:.
<br /> Ci. 1 - I ,
<br /> / NOT SUPPORT THE NET 'A' 4 x 'A' 9 2 P 'i-, REINFORCING - ----- • TYP.
<br /> (7u
<br /> (21-0" MIN.) 6' (21-0" MIN.) / / / CONN.PER 4/55.0
<br /> WEIGHT OF CONCRETE, 6"U.O.N. (21-0" MIN) 1--A •
<br /> U.O.N. U.O.N. V i\ / V \ g-C
<br /> ON A.H.S. ON _ Ei CONTRACTOR SHALL , ON PLAN
<br /> ci C8x11.5 PER / ______
<br /> C8
<br /> PLAN PLAN ciim- at
<br /> PROVIDE SHORED
<br /> EDGE ,,,,,,- --I
<br /> 0 NOTE 8,TYP.
<br /> o 2-0" MAX. 5"
<br /> / /
<br /> ----- Hlo SUPPORT TYP. Lithilk 31117----)1111-111111-
<br /> I
<br /> SECTION I SECTICAI 2
<br /> s ginfiii ,
<br /> LL1 ,
<br /> i /DECK
<br /> 111.1.111111111111111 kn -L
<br /> -' --\-----7'--\---7'--\-
<br /> L'S SPAN"
<br /> co \--C8xII.5 . 01
<br /> 1/2114)H 12" <DECK NELDS ALL
<br /> .
<br /> AROUND OPENINGS,TYP..fr
<br /> , \
<br /> „\
<br /> ! PROVIDE *4 x I- '
<br /> , PROVIDE#4 x I- DECK ORIENTATION C8x11.5 ,
<br /> I @ 18" 0.C.WHERE
<br /> . (0 IS" 0.C.WHERE
<br /> , 6'< 'A'<2'-0" FACE OF CLADDING / OVERHANG PER PLAN 2 ,,, a- =,
<br /> 1- i-r I. DETAIL APPLIES ONLY TO SLABS ON DECK WITH S 21/2"CONCRETE ABOVE DECK.
<br /> 2. EDGE FRAMING FOR OPENINGS LARGER THAN 5'-0" TO BE AS SHOWN ON FRAMING PLANS. ,
<br /> ! PROVIDE#4 x I- V 3. SEE DETAIL 4/55.2 FOR REINF.AT OPENINGS< 16" 5Q.
<br /> #4 CONT.INHERE ,
<br /> 4. OPENINGS LARGER THAN 1'-4"WILL REQUIRE EDGE FRAMING PER OPENING TYPES A OR B.
<br /> ' N.H.S. CO 18" O.G.WHERE 'A'>6" C8x11.5 PER /./\><\1\- 5. CORNER BARS TO BE PROVIDED AT ALL CORNERS AS FOLLOWS:
<br /> 5" < 'A'<21-0" : NOTE 8,TYP. TYPE A OPNG.
<br /> ry,-/M7-r\I\ A.H.S. (I)#4x51-0"FOR 5'-0"AND SMALLER OPENINGS
<br /> FOR SLAB EDGE
<br /> II'GIRDER I (2)#4x31-0" FOR OPENINGS LARGER THAN 51-0".
<br /> SUPPORT SEE METAL CLOSURE STRIP 6. BLOCK OUT UNSUPPORTED OPENINGS PRIOR TO PLACING CONCRETE.
<br /> 6iiiikil I
<br /> DETAIL 5/55.2 TO MATCH DECK PROFILE1 ',L=10'-6" REMOVE BLOCKOUT AND CUT DECK AFTER CONCRETE HAS CURED.
<br /> '
<br /> MAX.
<br /> 1. CONTRACTOR TO COORDINATE OPENING SIZE AND LOCATION WITH ARCHITECTURAL
<br /> 2" MIN. PLAN DRAWINGS AND MECHANICAL/ELECTRICAL CONTRACTORS.
<br /> BEARING,TYP. 8. LOCATE CS CHANNELS PARALLEL TO FLUTES AT FIRST LOW FLUTE NEAREST EDGE OF OPENING,TYP.
<br /> TYPICAL SLAB EDGE AT OPENINGS SCALE:NONE 5 TYPICAL SLAB EDGE AT PERIMETER SCALE:NONE 6 *TYPICAL LARGER COMPOSITE DECK OPENING DETAILS>16'SQUARE SCALE:NONE a
<br /> 111111111111101111L
<br /> L4x4x14 BETWEEN ROOF JOISTS
<br /> SUREBOARD PANELS. QUANTUM
<br /> (LEAVE 12"SPACE BETWEEN
<br /> BRG.AT ci.COL. ATTACH PER GEN.NOTES ADJACENT PIECES FOR JOIST CONSULTING ENGINEERS
<br /> BEARING,TYP.)
<br /> #S SCREWS @ 12"O.C.
<br /> 1511 THIRD AVENUE
<br /> 4 1/2" .
<br /> 6005150-33 METAL STUDS SUITE 323
<br /> / / 34 2-12
<br /> Tr'. EATTLE,WA 98101
<br /> @ 16"O.C.0CBEAM SPACING '5' 41-0"MIN.
<br /> I >2 fb /2-12 \\I„ / TEL 206.957.3900
<br /> I/2" TOP OF SLAB REINF. FAX 206.957.3901
<br /> 1/2 5 2ND 1ST CLR. ROOF DECK PER PLAN. FASTEN CONT. TRACK TO METAL 1/2 5
<br /> / OVER GIRDERS < > www.quantumce.corn
<br /> BEARING DEPTH-3%2" ALIGN LOW FLUTES DECK itsi/(2)tt8 SCREWS @ 5"O.C. / (1ST POUR) (2ND POUR) FORM PER 12/551 POUR POUR
<br /> _ IAIITH ANGLE 12 CONSTRUCTION JOINT -
<br /> -
<br /> A , 14 , 14
<br /> .1., 4,i ioilji; BENT it 16 GA.x [--- CONSTRUCTION
<br /> JOINT FORM
<br /> V JOIST PER PLAN 0 4"BRG.DEPTH
<br /> \ BEAM CONN. OPEN NEB
<br /> JOIST 147111111-•- •
<br /> 1 :7
<br /> I I ' \' , 47
<br /> °., '
<br /> ' _ F.-\ _ 1-'--\ _ d ,
<br /> CV
<br /> (4) 3/4"CP WELDED
<br /> Ili - IL _ , 1 . '4
<br /> I I _ PER 8/55.0 PER PLAN A \r.,_,.,,,_,.. (:\ o,
<br /> THREADED STUDS -,,- *---- -_‘_
<br /> 3Y4" O.C.(K-SERIES) COMPOSITE TOP OF SLAB I 1 ...12 0
<br /> '.0 z
<br /> 0 (.3
<br /> VERIFY w/JOIST MFR. EXTEND BOTTOM CHORD TO IAIT6x I 1 CONC.ON METAL DECK DECK PER PLAN REINF.OVER BEAMS 1 + -0 F-- ?<- 1.-- ••7
<br /> BEAR AGAINST STABILIZER '\
<br /> PER/ 12/551 <
<br /> 0_
<br /> -- z 1--
<br /> 6" ff.(DO NOT W . +
<br /> WELD) . PER PLAN i o 0
<br /> ... z i 0
<br /> '' H55 COL.PER PLAN ' i •E -J w co
<br /> 1.--<, '4 trilliiiiiiiiiiiiiIIIIIIII. *t4 CONT.,WIRE TO HEADED STUD a) Lu i---
<br /> u) a
<br /> ,S 546 JOINT PERPENDICULAR TO DECK JOINT PARALLEL TO DECK w UJ <
<br /> 0
<br /> STABILIZER T. 34"x4"x01-6," EA.END 5 a) 0
<br /> ,-.- 4 BEAM PER PLAN
<br /> 11/2 ,
<br /> ,e, ?-
<br /> ........ (0 u., i-
<br /> L3x3x1/4.BOTTOM FLANGE 8
<br /> BRACES AT EACH JOIST. Drawing:
<br /> CUT AND BEND HORIZ.
<br /> LEG TO FIT AT ENDS 65?l (7 Cver,9reem LoAy - a 1 So6-0 t9 S5.2
<br /> 4 TYPICAL ROM JOIST AT STEEL COUJMN SCALE:NONE CI DETAIL SCALE:1".1"0" I 0 CONSTRUCTION JOINT FOR SLAB ON METAL DECK r4/COMPOSITE BEAM SCALE:NONE 12 Job Number.
<br /> 12104.01
<br />
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