HomeMy WebLinkAboutX2019-3921 - Alternative Material & Methods (3)BASEMENT / GARAGE
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FIRST FLOOR - Breakers
3100 Breakers Drive, Newport Beach CA FD,2
SECTION C
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SECTION C - Breakers
3100 Breakers Drive, Newport Beach CA
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SECTION B
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iOne-hour fire -resistive construction
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SECTION B - Breakers
3100 Breakers Drive, Newport Beach CA FDA
D-01 GARAGE CEILING -FLOOR 2 HR RATED D-02 GARAGE CEILING -FLOOR 2 HR RATED
REINF. STRUCTURAL CONCRETE SLAB -SEE NOTE I RDNF. STRUCTURAL CONCRETE SLAB -SEE NOTE I
WELDED WIRE FABRIC 6X6, 10X1 D SWG-SEE NOTE WELDED WIRE FABRIC 6X6, IOX 10 SWG-SEE NOTE
STEEL DECK PER STRUCTURAL DRAWINGS -SEE NOTE STEEL DECK PER STRUCTURAL DRAWINGS - SEE NOTE 4
LHR INTUMESCENT PAINT COVERAGE I HR INTUMESCENT PAINT COVERAGE
(FIRE PROTECTION) FOR EXPOSED FLANGE (FIRE PROTECTION) FOR EXPOSED FLANGE
FOR FLOOR FRAMING HAVING 2HR FIRE RATED FOR FLOOR FRAMING HAVING 2HR FIRE RATED
ASSEMBLY ASSEMBLY
-1 MIN.3/4" THK. FIBER BOARD -SEE T ^MIN. 3/4" TRK. FlBER BOARD -SEE NOTE 5
NOTES •.STEEL DECK PER STRUCTURAL DRAWINGS -SEE NOTE
C.
STEEL SUPPORT BM. PER STRUMURAL DRAWINGS -SEE NOTE 1 STEEL SUPPORT BM, PER STRUCTURAL DRAWINGS -SEE NOTE 1
I I
NOGGINGS, MIN. 1 1 /2' MINAL AND NOGGINGS, MIN. 1 1/2" MINAL AND
FIBERBOARD -SEE NOTE FIBERBOARD -SEE NOTES
.�.:. _.. ..__..._PASTDJCRS-SENOTE7 I - - - --------FASTENERS -SE! NOTE7.
2 HOUR FIRE RATED FLOOR/CEILING ASSEMBLY 2 HOUR FIRE RATED FLOOR/CEILING ASSEMBLY
FIRE RESISTANCE RATINGS - ANSI/UL 263 FIRE RESISTANCE RATINGS - ANSVUL 263
REFER TO. UL DESIGN NO. D303 FOR MORE INFORMATION(BXUV.D303) REFER TO UL DESIGN NO. D303 FOR MORE INFORMATION(BXUV,D303)
1. SUPPORTS-WBDUIE MIN.SWESTEBBEAMS.
NORMAL WEIGHTCONCREM CARBONATE OR
VIBRATED. LIGHTWEIGHT CONCRETE EXPANDED SHALE. OR SLATE AGGREGATED BY ROTARY KILN METHOD. OR EXPANDED CLAY AGGREGATE BY ROTARY KILN OR
SINTERED -GRATIS METHOD, 3000 PSI COMPRESSIVE STRENGTH, VIBRAMD.4 TO 2 PRECENT ENTRAINED AIR.
(2 HOUR RATING -NORMAL WEIGHT CONC.. 142 -IM PCF: MIN 41/2"THK.I
& WHOM WIRE FABRIC 6M, 1010 SWG.
4. STEEL FLOOR OR FORMS UNITS -COMP08RE 11/2", 15/8, T, OR V DEEP GALV. UNITS OR 41/2' DEEP NONCOMPOSIM GALV. UNITS. FLUTED UNITS MAY BE
UNCOATED OR OR P1;OSPAT. IZED/PAINTED. MIN. GUAGES AMM MSG MR MUM AND 2D/20 MSG FOR CELLULAR UNITS. THE FOLLOWING COMBINATIONS MAY
BE LOW:
1) ALL M. 2626,20.36 IN. WIDE CELLULAR
2) AJL FLUTED
3) ON OR TWO V DEEP, IT WIDE Mil MSG MIN, CELLULAR UNITS, ALTERNATING WITH 3' DEEP WED OR OTHER CELLULAR
4) ANY BLEND OF FLUTED MO 10, 21,26.2&36IN. WIDE CELLULAR
SI T DEEP, 30' WIDE CELLULAR. WITH 11/&'' WIDE VALLEY ALONG SIDE JOINTS MAY BE USED WHEN 3M DIAMETER REINFORCING BARS ARE PLACED 1 1/T'TO EACH
S1DE OF SIDE JOINTS AND I-ABOVEBOTTOM UNIT.
6) CORRUGATED 15/16" DEEP, 31 24 MSG IN. GALE. UNITS THAT SHEAR WIRES FACTORY SHED TO DECK CORRUGATIONS, WELDED TO SUPPORTS 12COOL
THROUGH WELDING WASHERS. FORSHEAR WIUSPACING OF W DR LBS i ESTEEL DECKSTRBS SHALL NOTEXCEED W KSI. FOR SHEAR WIRESPACING GREATER
THAT 9' O.C. BUT LESS THAN OR EQUAL TO T O.C. STEEL DECK STRESS SHALL NOT EXCEED 12 KSI.
VDI OECKRMS INC. -A MUCRO CO.-FORMLOKTM! DECK TYPES PLB, B, BRPLN& N3, PER, N, PLW2 W2 PLW3,W3. UNITS MAY BE GALVANIZED. PHOS./PM.OR
MILLFINSH. WNTSMAYBECELWLARWITHIHESUFEX"CWADDEDTOTIBEPRODUCT NAMERBPECBVMY. ALLNOWCELLULAR DECK MAY BEVE,NTED OR NOW
VENTED. iT WIDE PLW2 M PLW& ORW3 UNM MAY BE BLENDED WITH 24" WIDE PLW& W2 PLW3.OR W3 UNITS RBPECTNELY:OR WPE N3, PLN3.
5. MINERAL AND FIBER BOARDS -BOARDS CUT IN VARIOUS WIDENS TO BE COMPATIBLE WRHTMESUE OF BEAM BEING PROTECTED. BOARDS PLACED PARAIIEL WITH
THE FLANGE OFTHE BEAMS BONG PROTECTED. BOARDS PLACED PARALLEL WITH ME FLANGE OF THE BEAMS ARE CUT ME WIDTH OF THE FLANGE. BOARDS PLACED
PARALLEL WITH THE WEB OF THE MhUiS ARE CUT THE WIDTH OFTHE BEAMS IWEBSIDD PLUS TWICET M BOARD THICKNESS. THE BOARD SHALL BE SECURED TO THE
STRIDECK DECIBUSING XZF POWDER ACTUATED. PINS PROVOM WITH V SQUARE OR ROUND CLINCH SHIELDS OR 10 GUAGE CAPACITOR DISCHARGE WELD PINS
WITHI"LONGGAUGE
SQUARE OR ROUND SEII-LOCKING WASHERS. PINS SHALL BESPACM NOMINALLY 24"O.C. PARALLEL N THE HELTEAND SPACED NOMINALLY 12' O.C.
PERPENDICULARTOIHEFUTE PINS SHALL ALSO BE NOMINALLY 2"FROM THE SUM JOINTS AND NOMINALLY T FROM THE IAP LONG. THEVOIMCREATEDBYTHE
FLUTES ABOVETHE BEAM TO BE FILLED WITH MINERAL WOOL BATT HAVING A NOM. DENSITY OF41E/CU.FT.
(2HOURRAiING-NOMINALMINERALLRBERBOARDTHICKNBS=,3/4")._
6. NOGGINGS -MIN.I 1/2 -THICK, PIECES OF MINERAL AND FIBER BOARD (SEENOff 5). CO TO FRICTION FIT BETWEEN BEAM RANGES.
7. FASTENERS -THE BOARDS ME FASMDTOFM NOGGINGS AND TO EACH OTHER BY MEANS OF SPIRALTYPESCREWS, SPACED A MAX OF C O.C. THE FASTENERS
ARE INSTALLED ON BOTH SIDE CF HORIZONTAL JOINTS.
& SHEAR -CONNECTOR STUDS- OPHONAL - STUDS 31W DAM. BY T LONG, FOR 1 1/2' DEEP FORM UNITS T051 S4" LONG FOR 3' DEEP FORM UNITS. HEADED WPE TO
EQUIVALENTPERAISCSPECIFICATIONS. WELDED TO THE TOP RANGE OFTHE BEAM THROUGH THE STEM FORM UNITS.
9. ELECTRICAL INSERTS -.NOT SHOWN) CLASSIFIED AS "OUTLET BOEXB AND RUNGS CLAMMED FOR FIRE RESISTANCE'
1.. SUPPORTS- MM MIN. 51M STEEL BEANS.
2. NORMAL WHGHT OR LIGHTWEIGHT CONCRETE- NORMAL WEIGHT CONCRETE CARBONATE OR SIUCEOUS AGGREGATE, 3500 PSI COMPRESSIVE STRENGTH.
VIBRATED. LIGHTWEIGHT CONCRETE EXPANDED SHALE, OR SLATE AGGREGATED BY ROTARY KILN METHOD, OR EXPANDED CLAY AGGREGATE BY ROTARY KILN OR
$MTERE0.GRATE METHOD, MW PSICOMPRBSIVE STRENGTH, VIBRATED, 410 2 PRECENT EMRAINED AIR.
(2 HOUR RATING -NORMAL WEIGHT CONC., 147-153 PCF, MIN 4117THI
3. WELDED WIRE FABRIC d 6, 10X10 SWG
4. STEEL FLOOR OR FORMS UNITS - COMPOSITE 11/2,1 SMI T, OR 3" DEEP GALV. UNITS OR 4112' DEEP NONCOMPOSM GALV. LINTS. FUZED UNITS MAY BE
UNCOATED OR OR PHOSPAUZZI: MIN. GLADES ARE n MSG FOR FLUTED AND 20/20 MSG FOR CELLULAR UNITS. THE FOLLOWING COMBINARONS MAY
BE USED:
1) ALL 18, 24, 26, 2$ 36 IN. WIDE CELLULAR
2) ALL ELATED
3) ON OR TWO T' DEEP, 12" WIDE 18/18 MSG MIN. CELLULAR UNITS, ALTERNATING WITH 3" DEEP FLUTED OR OTHER CELLULAR
4) ANY BLEND OF FLUTED AND I& 2426,28,361 N. WIDE CELLULAR -
513' DEEP, 3U' WIDE CELLULAR WITH 11/8' WIDE VALLEY ALONG SIDE JOINTS MAY BE USED WHEN 3/8" DIAMETER REINFORCING BARS ARE PLACED I I./T TO EACH
SIDE OF SIDE JOINTS AND VABOVE BOTTOM UNIT.
5) CORRUGATED 15/16" DEEP, 3W WIDE, 24 MSG IN. GALE. UNITS THAT SHEAR WIRES FACTORY MOM IO DECK CORRUGATIONS, WEDED IO SUPPORTS 17 O.CO.
THROUGH WELDING WASHERS, FOR SHEAR WIRESFACING OF B" OR LESS THE STET DECK MESS SHALL NOT EXCEED 0 KV. FORSHEAR WIRESPACING GREATER
THATWO.C. BUT.ESS THAN OR EQUAL TO T O.C. STERE DECK STRESS SHALL NOTEXCEED 1201.
VERCO DECKING INC. -A MUCRO CO.-FORMLOKTA/ DECK TYPES PLB, B. BELEM, N3, PLN, N, PLMM. PLW3.W3. UNITS MAY BE GALVANIZED, PHOSJPTO.OR
MILL FINISH. UINTS MAY BE CELLULAR WITH THESUFFIX'OO" ADDED TO TIE PRODUCT NAME, RESPECTIVELY. ALL NONCELLULAR DECK MAY BE VENTEDOR NON -
VENTED. 12' WIDE PLW2, W2 MW3, OR W3 UNITS MAY BE BLENDED WITH 24" WIDE PLW2 W2. RW3, OR W3 UNITS RESPECTIVELY: OR WPES MS. PINS.
S. MINERAL AND FIBER BOARDS -BOARDS CUT IN VARIOUS WIDTHS TO BE COMPATIBLE WITHTHESUE OF BEAM BEING PROTECTED. BOARDS PLACED PARALLEL WITH
THE FLANGE OFTHE BEAMS BONG PROTECTED, BOARDS PLACED PARALLEL WITH THE FLANGE OF THE BEAMS ARE CUTTHE WIDTH OF THE FLANGE. BOARDS PLACED
PARALLEL. WITH THE WEB OF THE BEAMS ARE CUT THE WIDTH OF THEMAMS (WEB SIDE) PLUS TWICETHE BOARD THICKNESS. THE BOARD SHALL BESECURED TO THE
STEEL DECK DECK USING XZF POWDER ACTUATED PINS PROVIDED WITH 1"SQUARE OR ROUND CLINCH SHIELDS OR 10 GUAGE CAPACITOR DISCHARGE WELD PINS
WITH 1' LONG GAUGE
SQUARE OR ROUND SELF-LOCKING WASHERS. PINS SHALL BE SPACED NOMINALLY 2A" O.C. PARALLEL TO THE MOM ME SPACED NOMINALLY 12' O.C.
PERPENDICULAR TONE MUM PINS SHALL ALSO BE NOMINALLY 2' MOM THE BURJOIMS AND NOMINALLY 2' FROM THE LAP JOINTS. THE VOIDS CREATED BYTHE
RUM ABOVE THE BEAM i0 BE FILLED WITH MINERAL WOOL BATES HAMNG A NOM. DENSITY OFA UICUM,
12 HOUR RATING -NOMINAL MINERAL&FIBER BOARD THICKNESS= 3/47. ..
6. NOGGINGS-MINA 1/2' THICK, PIECES OF MINERAL AND FIBER BOARD (SEE NOTES). CUTTO FRICTDN RI BETWEEN BEAM FLANGE.
7. FASTENERS - THE BOARDS ARE FASTED TO INS NOGGINGS AND 10 EACH OTHER BY MEANS OF SPIRAL TYPE SCREWS, SPACED A MAX OF 6" O.C. THE FASTENERS
ARE INSTALLED ON BOTH SIDES OF HORIZONTAL JOINTS.
B. SHEAR -CONNECTOR STUDS - OPTIONAL - STUDS 3/4" DIAM. BY 3" LONG, FOR 1 1M" DEEP FORM UNITS TO51/4' LONG FOR S DEEP FORM UNITS, HEADED TYPE TO
EQUIVALENI PER ARC SPECIFICA80NS. WE J EM TO THE TOP FLANGE OF THE BEAM THROUGH THE STERE FORM UNITS.
9. ELECTRICAL INSERT - (NOTSHOWNI CLASSIFIED AS "OUILET BOEXB AND FITUNGS CLASSIFIED FOR FIRE REBTANCE'
FIRE DETAILS - Breakers F
3100 Breakers Drive, Newport Beach CA °
GARAGE CEILING -FLOOR 2 HR RATED
11/1972618 BXUVD303:- Fire -resistance Ratings - ANSIIUL263
Design Noe D3®3
83(60®. D303
Muria-eesista a RM -Inds e ANSIJUd 263
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*For i sa with 2 or 3 im steel flo& and fbM. units only,.
3. Welded Wre Fabric.— 6 x 6, 10 x 10 SWG.:
A Steel Floor or Form Units* — Composite 1-1/2, 1-5/B, 2 or 3 i deep galy units or 4,1/2 in. deep noncomposite
gals units. Flutedunits may ba unmated dr phosphatlied/painted. Min gauges ate 22 MSG for Eluted and 20/20 MSG for
cellular units. The following combinations, of, units may be used:
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F FIRE DETAILS - Breakers
3100 Breakers Drive, Newport Beach CA
'' a ••► ►� 1
„-1, 111.1.1. A «<UITr 1
1171172016 BXUV.D303- Fireaesistance Ratings- ANSIIUL 263
(1), all 18;.24,: 26, 28 or36In, wide cellular.
(2) all fluted,
43) one or two 3 in. deep„ 12 In. wide, 18718 MSG min cellular units, alternating With 3 In, deep
fluted or other cellular
'(4) any.hlenJ of fluted and 18, 24, 26, 28 or 36in. wide cellular,
(S) SIR deept'30 Fn, Nide eellUlaf'With US 41. hide yallei+along side joints maybe used
When 3y81n-,dlan] reYnfotrlgg 6ars.are p�ec�tl Y 1/2 in, toy ¢ach gide of side jbir s al4d in:
abo4e`Goi`t¢m pF unit,
LriNAFi'SPEECtCORP •36iCPi;: tidldLs"'Fj+pL P-3623, 1? -3600 Pw61H And.2410 Wide ire P 2432
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Vitae-ROSTRlyerywars Ysc�tDIVgFcngatnsTEacoRr I6. wd i t ,iP
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KEf W SROUSTRIP LMR DBA EORDECK`- 24 In, Widdl. Types 2 or 3. K WLxR:
R&AOF DECK Ih}G — 3G in. wide, Types LOK:%1/2, LQK 1-1/2f' 24 h4. Wtde, "'♦<ppes MK -2`,
LF -3.
VskcO O ckmG $RC -A RUColt CO 24;, 30 or 36 Ln.. wide Types PLA, 11, Bit-, 24 or 36 In:
Wtde Types PLWZ, W2, PLW3,W31,24 In. wide Types PLN, N. 12 in. wide PLW2, W2, PLW.3 of
W3 units may be:biended with 24 in. wide PLW2, W2, PLW3 or W3 units, eespectNelyi, or7ypes
Ida, PLU% Unitsmay he phosjptd.:
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1111/12016
BXUVD303- Fre-resistance Ratings -ANSI/UL 263
VULCRAFP, DEV OF NUCOR CORP 24, 30 or 36 in. wide, Type. L.5VL, I-SVLI, t.5PLVLI,
1.SVLP, I.SPLVLP; 24 or 36 in. wide, Types 2VLI, 2.0.:PLVLi, 3VLI,. 3.OPLVLI, 2VLP, 2.OPLVLP,.
3VLP, 3.OpVLP:.
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'In"NOLD CO Tnternal ly protected Type 436 after set Insert with Type M4-, M64 or M8- Sedes: single-seniTce.
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FIRE DETAILS - Breakers
3100 Breakers Drive, Newport Beach CA • C
o e e.ourmoni rnuroaca.0 eee unm,
11111/2016 BXUV0303- Fire -resistance Ragngs - ANSVUL263
10, Mineral and Fiber Boards* — (Optional',. not shown. For use with the: 3.1/4 in. lightweight concrete topping only)
-Applied over concrete floor with no restdetion on thickness.. When the insulation is used, the Restrained Assembly
Ratfng Is reduced to 1-3./2 hr.
See Mineral and Fiber Board (CER4j. category, for names of manufacturers.
AL RodfCoveriug Materials*— (Option,. not shown) Conslsting of materials compatible with insulation described
herein which provide Class A, B or C coverings See Bulli-dil Roof CoveringMaterials in Bull or Mater9afS Dtitidgrj::
1'4.'Tirselatsng,Concr3te — Coot shown) Optlonal. Various type's of insulating tnncrete prepared add appited in the
thickness (ndi®ted:
A:: Vermieu ite.Concrete—;(not shown) Opitlonal,
A. Blend 6 to it to l , at Vermiculde.Aggra6a>'.e*'to 91} I)k.•pnekland Cergent
andair entraining ageat Min TWcpnq%' ..V gin. as measured kp the 'top,
Useto b0the. Btrucbtral concrete. orFoar'.nth plastic, (fWpo jil) when it )s.
surfs: ..
B�'$BI;BL'L'Ca�C CF.k'¢(ER3Cg
IX 19UP51 VS daVaoo 55ln��atr�.'p�ppCh'.ASUM C495-66
WWEPIDt s F>ast'. Slip rPens£>y1? an., f -F or 4tLd,?Ixt.
W ASTYBEWCOI& Or AMBRrce _a IW IL Mix1*1 efxast drd deasiiy"39 (+ or '} 35f1?IpC' s.
Nfix #.a bf }-ast;;ij �nsiiTtr4D.[} or .'3B pd; flfiz #3'h'f cast-dty ulensity`47 (+ or } 3a iii:
1111172096
BXUV0303- Fire rmistanceRebrgs- ANSVUL 233
2416 UL LLC.
The appearance of a company's name or product in this database doesnot in itself assure that products se identified have been manuracturedl
Under ULs Follow -Up service. only those pioducts bearing the liL Mark: should be considered to be Certified and dodered under UL's Folldw-Up
Service. Always look forthe Mark on therproduct.
See, Fgamed Plastic• (BRYX) category m 6udtling Material`s Diiectory=orFoamed'Plasdc* (CCV W;) caeeydry in. RSW
RestStance-Directory for list- of enaiiufaetraers _
RoC?tLk"iPcyanurdts.roof�ti5sul'atiotS Sppdtetl'taVeF m8rfete flour v3ith nIlrestrscEP.ultAn'thtclines§: 4Utren Che`9tisulatlon is used
t(i,a Ra:trdined Ass_'erp@Ig i;eYmtj i5 faduced to 1=S/'g Nr.
See: Foamed Fiastfc[ECUWf category%riist of marmlfacnu�ens:
ax 9ndicatesgur5i products shall6aar'th® U6. erelli. Certifi ati in Mark for5uriadfctf6n i employing the UL pricut Cartificatiurt
(no* as Canada); iespechvely:..
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=A. FIRE DETAILS - Breakers
m 3100 Breakers Drive, Newport Beach CA
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See, Fgamed Plastic• (BRYX) category m 6udtling Material`s Diiectory=orFoamed'Plasdc* (CCV W;) caeeydry in. RSW
RestStance-Directory for list- of enaiiufaetraers _
RoC?tLk"iPcyanurdts.roof�ti5sul'atiotS Sppdtetl'taVeF m8rfete flour v3ith nIlrestrscEP.ultAn'thtclines§: 4Utren Che`9tisulatlon is used
t(i,a Ra:trdined Ass_'erp@Ig i;eYmtj i5 faduced to 1=S/'g Nr.
See: Foamed Fiastfc[ECUWf category%riist of marmlfacnu�ens:
ax 9ndicatesgur5i products shall6aar'th® U6. erelli. Certifi ati in Mark for5uriadfctf6n i employing the UL pricut Cartificatiurt
(no* as Canada); iespechvely:..
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=A. FIRE DETAILS - Breakers
m 3100 Breakers Drive, Newport Beach CA
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