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1 L5x5X'4/ Plan Check No.: B1206-014
<br /> Job Address: 6816 EVERGREEN WAY
<br /> Owner: RODLAND TOYOTA INC
<br /> Tenant: [TenName]
<br /> Application Date: 6/8/2012
<br /> Proposed Use: COMMERCIAL
<br /> TYPICAL ROOF DECK DIAPHRAGM CONNECTION SCHEDULE TERMINATE Type of work: AUTO SVC BLDG-RODLAND TOYOTA
<br /> PLATE ON RIDGE TO Office Set- Job Set Fire/Planning Set__
<br /> TYPE PUDDLE WELDS SIDE SEAMS CAPACITY PLF HELD(6"MIN.) Reviewed For Permit: Date: By:
<br /> o (4) INELD5 PER PANEL L3x3x346 x WIDTH
<br /> • (1)WELDS OF OPENING+3'-0"
<br /> 1 BUTTON PUNCH A 18"O.C. 120 .f D: io•K ABOVE
<br /> IMO DECK PUDDLE 5-\___,---- -- -""-. 5
<br /> 36"PANEL WIDTH 4 BUTTON PUNCH @ IS"O.C. 426 1/2"ct). 6" 0.0. HELD
<br /> / / -
<br /> SECTION A
<br /> PUDDLE HELD LOCATIONS SPOT WELD
<br /> = EA.FLUTE
<br /> OPNG. ITO r
<br /> =,I -4-
<br /> 1 • ofo 546 r 1-4 HIGH
<br /> KM.
<br /> I. MAXIMUM DECK SPAN : 61-4"CLEAR SPAN(TWO OR MORE CONTINUOUS SPANS). Al A cf1 MIL.(12 GA.)STEEL
<br /> /fA I Ill .8
<br /> • STRENGTHENING PLATE LL
<br /> 6" 2. PROVIDE1/2"4)PUDDLE WELDS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES(PER SCHEDULE).
<br /> :/ / ROOF DECK mr."1141111111 1/2" LONG FILLET WELDS A
<br /> 3. PROVIDE1/2"0 PUDDLE WELDS A 6"O.C.TO ALL BEAMS,STRUTS AND LEDGERS PARALLEL TO DECK FLUTES. :All li , I I p ,-.
<br /> PROVIDE 1/2"4)PUDDLE INELDS @ 5"O.C.WHERE DECK ORIENTATION CHANGES AND OTHER SUPPORTS PARALLEL ill L3x3x54 MIL.(16 GA.) i 4"O.C.MAX.
<br /> TYPE:HSB--36,MIN.OF 6410 GALVANIZED ril TO DECK FLUTES. x WIDTH OF OPENING Or WIWI
<br /> cu
<br /> FOLLOWING MIN.PR.OPERTIES: --IEWU__-. ._ __AII
<br /> SECTION A A 0 (e.
<br /> 5/16N,
<br /> SHEAR CAPACITY REQ -SEE SCHEDULE 4. CONNECT DECK SIDE SEAMS PER SCHEDULE ABOVE OR USE 11/2"SIDE SEAM WELDS AT CONTRACTORS OPTION.
<br /> 546/ <TYR Zc'MILIIIIIIII
<br /> 20 GA. 5. DECK TYPE MUST MEET OR EXCEED CRITERIA LISTED, INCLUDING I.C.C.RESEARCH REPORT ALLOWABLE NEM 11101101111 I
<br /> 1111EOM.
<br /> SHEAR LOADS.SUBMIT DECK INFORMATION TO ENGINEER BEFORE BEGINNING SHOP DRAWINGS. I. OPENINGS LESS THAN I2"LONG FILLET 1. OPENINGS LESS THAN ?1
<br /> I. 41
<br /> I :-- 0.216 In.4 4"x4"REQUIRE NO WELDS EA.RIDGE 4"x4" REQUIRE NO ,d0w4,440.,
<br /> 5 : 0.235 in.5 6. REINFORCE MISCELLANEOUS DECK OPENINGS PER 3/55.3 AND 4/55.3. REINFORCING FRAMING REINFORCING N .• ill4k
<br /> 06/
<br /> Fy = 35 ksi 2. FOR OPENINGS GREATER SQUARE OR ROUND HOLES IN DEcx WITHOUT CONC.FILL 2. FOR OPENINGS GREATER
<br /> THAN 16"OR 15*LOAD THAN 5" OR 15*LOAD
<br /> SEE 8/55.3 SEE 8/55.3 sioNAL ' '
<br /> TYPICAL 111"ROOF DECK SCALE:NONE 2 TYPICAL FRAMING AT OPENINGS IN METAL ROOF DECK
<br /> SCALE:NONE TYPICAL REINFORCING AT OPENINGS IN METAL SCALE:NONE 4
<br /> LESS THAN 16'SQUARE ROOF DELK LESS'THAN EY'SQUARE E
<br /> o
<br /> 6005150-33 METAL STUDS q
<br /> a)
<br /> @ 16"0.C.,TYP. r- -- -- -- -- -- ----.. FASTEN CONT.TRACK TO JOIST JOIST
<br /> -,1,-- - o •2•'-
<br /> PLAN DESIGNATION- BENT It iN/(2)4$5 SCREWS z c)
<br /> X 448 SCREWS @ 12"O.C. LOCATE ANGLE A 8"Or,. 346 r iv AT a)c..., (.„, ••;.:
<br /> 12 < I K---4 1 _ -
<br /> TOP CHORD PANEL PT. PANEL
<br /> 1 I CS
<br /> BENT It 16 GA. x 1%51 x BRACES IN/EQUAL 1 12
<br /> C:, 1 ROOF DECK PER PLAN. SPACING BTINN. IOINTS
<br /> BENT ft 16 GA.x 1%5 i *a SCREWS @ 12"O.C.0C0 E01 (oil
<br /> ALIGN LOW FLUTES'V ANGLE ADJACENT BEAMS Z) \1 .,- (..) s'• C•1 C,1
<br /> 346 \2-12 , }
<br /> i'•• /---• ,---N r---‘ iz ROOF DECK PER PLAN. 1
<br /> 1 WI cy tif ii,--
<br /> % /2-12 ' . , 5 ROOF DECK CONN.PER SCHEDULE JOIST TOP
<br /> ALIGN LOA FLUTES IN/BENT ft
<br /> L31/2x3x1/4(LLV) I ' METAL STUD WALL 46\2 ,Il - CHORD
<br /> ,. ,,
<br /> BETWEEN ROOF JOISTS OPEN NEB ABOVE PER 5/55.3 --- _ r"--N
<br /> (LEAVE 12"SPACE A/ JOIST PER 1 3/16/2"
<br /> OPEN WEB JOIST 1 1
<br /> ' A
<br /> BETWEEN ADJACENT PLAN ROOF DECK PER PLAN PER PLAN
<br /> ....> C6x8.2 AT r
<br /> PIECES FOR JOIST 31/2"BRG. ' , ALL 5IDES / •'''. -----1-"1- -1
<br /> BEARING,TYP.) DEPTH EL.VARIES -..._ BEAM PER PLAN OF MECH. 6, im -------)
<br /> , TYP.
<br /> 11/2 Prig r-- ,
<br /> BEAM PER PLAN------------- EACH - OPNG. 1
<br /> 346 r_ END ..:111101°.
<br /> 1 _ ___-- = D= ,,, / \ SECTION A
<br /> *8 SCREWS A 6"O.C. 1 1 1/2 ____---- 3/16L I" z- L5x3x14 PROVIDE C6x8.2 '0 ';'i*
<br /> 1 1 L3x3x1/4 BOTTOM FLANGE
<br /> 7 FASTEN TOP TRACK TO 1 FRAME FOR OPENING
<br /> SURE-BOARD PANELS. ___ „_____,-, BRACES AT EACH JOIST. rfm---
<br /> I Cod CS20 STRAP EACH SIDE STEEL BEAM vi/(2) SHOT THRU ROOF
<br /> ATTACH PER SEN.NOTES CUT AND BEND HORIZ.LEG IN/(8)*10 SCREWS EACH PINS A 16"O.C.
<br /> TO FIT AT ENDS BEAM PER PLAN _JIL
<br /> END AT EACH STUD ''. --L5x3x1/4 (LLV) L. ---..--
<br /> PANEL EDGE ATTACHMENT JOIST PER PLAN 6005150-33 METAL STUDS '
<br /> PER GENERAL NOTE FASTEN TOP TRACK TO 1111\
<br /> 1
<br /> /-'-----------..- @ 16" 0.C.,TYP. TOP CHORD PANEL PT.
<br /> STEEL BEAM vi/(2)SHOT FE 1/4"x5"x0'-5" _ _
<br /> .......,...mm.m..... ..i....: SHEATHING PER ARCH. _
<br /> -------- PN5 A 8" 0.G.
<br /> L3x3x1/4 BOTTOM
<br /> I PROVIDE FRAMES IN ALL BAYS OVER - o:
<br /> BRACE PER 6/55.3 440404ip FASTEN CONT.TRACK TO FLANGE BRACES NOTE: INHICH MECHANICAL UNIT RESTS. x ,_
<br /> Zn
<br /> METAL DECK IN/(2) *5 ft 1/4"x5"x0'-5" SEE 5/55.3 FOR INFORMATION VERIFY SIZE AND LOCATION OF UNIT
<br /> 0 SCREWS A 8"0.C.,TYP. NOT SHOWN WITH MECHANICAL CONTRACTOR
<br /> - ,/ TIP. .
<br /> 3/162 < EAEND
<br /> " lij!!!!11141111111
<br /> BEAM PER PLAN 17
<br /> ROOF STEP SCALE:NONE 5 RAKE DETAIL SCALE:NONE ei ROOF EDGE AT PARAPET SCN-E:NONE 1 TYPICAL MECHANICAL UNIT SUPPORT FRAME SCALE:NONE a
<br /> =Nom
<br /> I„ UPPER PANEL OPEN WES
<br /> 2 r
<br /> IF gl POINT TYPICAL STEEL JOIST QUANTUM
<br /> CLR. CONSULTING ENGINEERS
<br /> HORIZ.BRIDGING _ maiiimmimiim
<br /> BY JOIST MANUF, 14 \ I"
<br /> \ Allk Aill . r ..
<br /> . 1511 THIRD AVENUE
<br /> SUITE 323
<br /> TYP.> > 45 / I" SEATTLE,WA 98101
<br /> .TEL.q2u0a6n.9tu5m7:::
<br /> ........................v,
<br /> FAX 206.957.3901
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<br /> --ici I 1 I
<br /> m
<br /> o o N o
<br /> ÷
<br /> + _LL
<br /> I KII I ,L
<br /> .__L I LOWER PANEL
<br /> POINT TYPICAL
<br /> 0 HANG WITHIN 5"OF ANY UPPER PANEL POINT FOR "K" SERIES,6"FOR"DLH" SERIES.
<br /> F-
<br /> °j-L Afill\ - a HANG WITHIN 3"OF ANY LOWER PANEL POINT FOR "K"SERIES,6"FOR "DLH"SERIES. •• 0 (+)
<br /> it CD
<br /> 0 TRAPEZE BETWEEN ANY TINO PANEL POINTS. ° >-, (0,'
<br /> PROVIDE SLOPED ,
<br /> NORMAL HORIZ. ADD DIAGONAL BRIDGING
<br /> ® ADD AN ANGLE TO STIFFEN THE TOP CHORD-CONTACT STRUCTURAL ENGINEER FOR o,
<br /> JOIST BEARING '
<br /> . JOIST PER PLAN .5,5 0
<br /> BRIDGING EACH SIDE OF INTERRUPTED STEEL BEAM z
<br /> ft.'S FOR 1/2:12 + J_..., _a_ 1111k ANGLE SIZE. u)
<br /> JOIST SLOPE
<br /> CUT BRIDGING AS REQ'D JOIST SPACE-BY MFR. PER PLAN 0 ADD AN ANGLE BETWEEN LoAr7 LOCATION AND LOWER CHORD PANEL POINT- '6 F._
<br /> :cs:t 0 Tt
<br /> CONTACT STRUCTURAL STRUCTURAL ENGINEER FOR ANGLE SIZE. 0. 0 -> z w
<br /> BEAM PER PLAN
<br /> EXTEND BRIDGING 0 z
<br /> MECH.DUCT OR UNIT TO BEAM FLANGES (f) Z I' co -j liZag2 < 6
<br /> a. < u.i
<br /> AS SHOWN .)) w
<br /> I. THE MAXIMUM ALLOWABLE SINGLE LOAD THAT MAY BE ADDED TO THE JOIST AT ANY ,-. -J
<br /> (f)
<br /> ZIN s
<br /> ONE POINT = 225*FOR JOIST<30'AND 300*FOR JOISTS>30. (I) ,...., UJ N- -J
<br /> OPEN-WEB STEEL
<br /> JOISTS PER PLAN 2. THE MAXIMUM ALLOWABLE TOTAL LOAD THAT MAY BE ADDED TO ANY ONE JOIST : Cf) Li >
<br /> NOTE:
<br /> , W
<br /> (..)
<br /> ,-,-' FOR CONDITIONS INHERE JOISTS 325*FOR JOIST<30'AND 500*FOR JOISTS> 30. z L) ' w eT.
<br /> FRAME IN ON ONE SIPE ONLY, 3. SINGLE LOADS LESS THAN 50*MAY BE ADDED ANYWHERE ALONG THE UPPER CHORD < rt FS iii
<br /> t'.
<br /> PROVIDE 31/2"JOIST BEARING
<br /> (NOT JUST AT PANEL POINTS) WITHOUT ADDING AN ANGLE TO STIFFEN THE JOIST.
<br /> ,(3
<br /> CENTERED ON BEAM 4. DO NOT CUT OR DRILL THROUGH ANY JOIST MEMBERS. Drawing:
<br /> 5. THIS DETAIL 15 APPLICABLE TO HANGING MECHANICAL EQUIPMENT,SPR NKLER PIPES,
<br /> ETC.
<br /> 6816 Evergreen Way- B1206-014 S5.3
<br /> 00 TYPICAL STEEL JOIST TO BEAM GIRDER SCALE:NONE 41 TYPICAL*ERE BRIDGING IS INTERRUPTED BY DIET OR UNIT SCALE:NONE I TYPICAL JOIST BRIDGING AT SM..BEAM SCALE:NONE I I ALLOWABLE METHODS 4 LOCATIONS FOR
<br /> HANGING LOADS FROM OPEN MB STEEL JOIST SCALE:NONE 12 Job Number.
<br /> 12104.01
<br />
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