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HomeMy WebLinkAboutX2019-3921 - Alternative Material & Methods (2)BASEMENT / GARAGE SCALE: ISS• = T-0" _ WMl1EGEN0 1 1 ®na+DPRD a�W— 1 C CRUEWP BASEMENT/GARAGE -Breakers 3100 Breakers Drive, Newport Beach CA FDA FIRST FLOOR SCALE: 1/8" = 1'-0" WALL ILGRND �® SIANOAR�6"WALL '' �_® $IANOAROB"WALL .,.I SHF RWALI. CONCRM WALL VC FIRST FLOOR -Breakers FD,2 3100 Breakers Drive, Newport Beach CA A =i =i Ti Ti I I I I me ns Rn Z--51.15 `R 81.W JR 39.LP IE 8933'6 One-hourfire-resistive construction / Floor to ceiling sound padifion EL 12W SECTION C SECTION C -Breakers j— SCALE: ,/9 ,-o' 3100 Breakers Drive, Newport Beach CA r D,3 l / /E. [One-hour fire -resistive construction /Floor to ceiling sound partition SECTION B SECTION B -Breakers r DA SCALE:,/8"_,�-o• 3100 Breakers Drive, Newport Beach CA r t r. -01 GARAGE CEILING -FLOOR 2 HR RATED -02 GARAGE CEILING -FLOOR 2 HR RATED REINF. STRUCTURAL CONCRETE SLAB -SEE NOTE 1 RUNE, STRUCTURAL CONCRETE SLAB - SEE NOTE I WELDED WIRE FABRIC 6X6, 1 O 10 SWG- SEE NOTE 3 WELDED WIRE FABRIC 6X6, l OX 10 SWG -SEE NOTE 3 STEEL DECK PER STRUCTURAL DRAWINGS - SEE NOTE 4 STEEL DECK PER STRUCTURAL DRAWINGS -SEE NOTE 4 I HR INTUMESCENT PAINT COVERAGE 1 HR INTUMESCENT PAINT COVERAGE (FIRE PROTECTION FOR EXPOSED FLANGE jFIRE PROTECTION) FOR EXPOSED FLANGE FOR FLOOR FRAMING HAVING 2HR FIRE RATED FOR FLOOR FRAMING HAVING 2HR FIRE RATED ASSEMBLY ASSEMBLY - MIN. 3/4" THK. FIBER BOARD -SEE - :TMIN. 3/4"THK. FIBER BOARD -SEE NOTE 5 NOTE 5 '.STEEL DECK PER STRUCTURAL DRAWINGS - SEE NOTE 4 B - STEEL SUPPORT BM. PER STRUCTURAL DRAWINGS - SEE NOTE STEEL SUPPORT BM. PER STRUCTURAL DRAWINGS SEE NOTE NOGGINGS, MIN. 1 1 /2' MINAL AND NOGGINGS, MIN. 1 1/2' MINAL AND FIBER BOARD - SEE NOTE 6 FIBER BOARD - SEE NOTE 6 -- - ---. -- FASTENERS - SEE NOTEi FASTENERS -SEE NOTE 2 HOUR FIRE RATED FLOOR/CEILING ASSEMBLY 2 HOUR FIRE RATED FLOOR/CEILING ASSEMBLY FIRE RESISTANCE RATINGS - ANSI/UL 263 FIRE RESISTANCE RATINGS • ANSI/UL 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- W8X28 MIN. SIZE STEEL BEAMS. 2, NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE -NORMAL WEIGHT CONCRETE CARBONATE OR SILICEOUS 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 SINTERED -GRATE METHOD, 3000 PSI COMPRESSIVE STRENGTH, VIBRATED, 4 TO Z PRECEM ENTRAINED AIR. (2 HOUR RATING -NORMAL WEIGHT CONO., 147-153 PCF. MIN 41/2MIK.) 3. WELDED WIRE FABRIC -6)(6, 111XM SWG. 4. STEEL FLOOR OR FORMS UNITS - COMPOSITE I IIT2" ', I SIT, , OR 3" DEEP GALV. UNITS OR 41/2' DEEP NONCOMPOSITE GALV. UNITS. FLUTED UNITS MAY BE UNCOATM OR OR PI IOSPAMED/PAINTED. MIN. OUTAGES ARE 2S MSG FOR FLUTED AND 20/20 MSG FOR CELLULAR UNITS. THE FOLLOWING COMBINATIONS MAY BE USED; I I ALL IB, 24,26,28,36 IN. WIDE CELLULAR 2) ALL FLUTED 3) ON OR TWO 3" DEEP, 12WIDE 18/18 MSG MIN. CELLULAR UNITS, ALTERNATING WITH 3' DEEP FLUTED OR OTHER CELLULAR 4) ANY BLEND OF FLUTED AND 18,24,26,29,36 IN. WIDE CELLULAE 5) 3" DEEP, 30' WIDE CELLULAR WITH 1 1/9' WIDE VALLEY ALONG SIDE JOINTS MAY 0E USED WHEN 3/B" DIAMETER REINFORCING BARS ARE PLACED I 1/T' TO EACH SIDE OF SIDE JOINTS AND V ABOVE BOTTOM UNIT, 6) CORRUGATED 15/16" DEEP, 30" WIDE, 24 MSG IN. GALE. UNITS THAT SHEAR WIRES FACTORY SETTLED TO DECK CORRUGATIONS, WELDED TO SUPPORTS 12" OCC. IT WELDING WASHERS. MISHEAR WIRE SPACING OF 9' OR LESS THE STEEL. DECK STRESS SHALT. NOT EXCEED M KSI. FOR SHEAR WIRE SPACING GREATER THAT 8" O.C. BUT LEM THAN OR EQUAL TO 7' O.C. STEEL DECK FIRMS SHALL NOT EXCEED 12 KSI, VERCO DECKING INC. - A NUCRO CO. - FORMLOKTM/ DECK TYPES PL&B, BR,PLN3. N& PLN, N, PLW2, W2, PI.W3I UNITS MAY BE GALVANIZED,PHOS./PID. OR MILL FINISH. LINTS MAY BE CELLULAR WITH THE SUFFIX "CRT ADDED TO THE PRODUCT NAME, RESPECTIVELY, ALL NON -CR ULAR DECK MAY BE VENTED OR NON - VENTED. 17' WIDE PLW2, W2 PUNA OR W3 LINTS MAY BE BLENDED WITH 24" WIDE PLW2, W2, PLW3. OR W3 UNITS RESPECTIVELY; OR TYPES N3, PLN3. IF MINERAL AND FIBER BOARDS- BOARDS CUTIN VARIOUS WIDTHS TO BE COMPATIBLE WITH THE SIZE OF BEAM BUNG PROTECTED. BOARDS PLACED PARALLEL WITH THE FLANGE OF ME BEAMS BEING PROTECTED. BOARDS PLACED PARALLEL WITH THE FLANGE OF THE BEAMS ARE CUT THE WIDTH OF THE FLANGE. BOARDS PLACED PARALLEL WITH THE WEB OF THE BEAMS ARE CUL THE WIDTH OF THE BEAMS LINES SIDE) PLUS TWICE THE BOARD THICKNESS. THE BOARD SHALL BE SECURED TO THE STEEL DECK DECK USING RIF POWDER ACTUATED PINS PROVIDED WITH I'SQUARE OR ROUND CLINCH SHIELDS OR 10 GUAGE CAPACITOR DISCHARGE WELD PINS WITH V LONG GAUGE SQUARE OR ROUND SELF-LOCKING WASHERS. PINS SHALL BE SPACED NOMINALLY 24" O.C. PARALLEL TO THE FLUTE AND SPACED NOMINALLY I2 O.C. PERPENDICULAR TO THE FLUTE. PINS SHALL ALSO BE NOMINALLY 2"FROM THE BUTT JOINTS AND NOMINALLY 2" FROM THE LAP JOINTS. THE VOIDS CREATED BY THE FLUTES ABOVE THE BEAM TO BE FILLED WITH MINERAL WOOL BAITS HAVING A NOM. DENSITY OF 4 LB/CLLR. (2 HOUR RATING- NOMINAL MINERALBFIBER BOARD THICKNESS =3/4]. S. NOGGINGS -MIN, I I/T' THICK, PIECES OF MINERAL AND FIBER BOARD ISLE NOTES). CUT TO FRICTION FIT BETWEEN BEAM FLANGES. ]. FASTENERS -THE BOARDS ARE FASTED TO THE NOGGINGS AND TO EACH OTHER BY MEANS OF SPIRAL TYPE SCREWS, SPACED A MAX OF S O.C. ME FASTENERS ARE INSTALLED ON BOTH SIDES OF HORIZONTAL JOINTS. 8. SHEAR -CONNECTOR STUDS - OPTIONAL - STUDS 3/4" DRAM. BY 3" LONG, FOR 1 1/2' DEEP FORM UNITS TO 5114" LONG FOR 3' DEEP FORM UNITS, HEADED TYPE TO EQUIVALENT PER AISC SPECIFICATONS. WELDED TO THE TOP FLANGE OF THE BEAM THROUGH ME STEEL FORM UNITS. ?.ELECTRICAL INSERTS - NOT SHOWN) CLASSIFIED AS "OUTLET BOEXES AND FITTINGS CLASSIFIED FOR FIRE RESISTANCE' 1. SUPPORTS- MX28 MIN. SIZE STEEL BEAMS. 2. NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE- NORMAL WEIGHT CONCRETE CARBONATE OR SILICEOUS AGGREGATE, 35W PSI COMPRESSIVE STRENGTH, VIBRATED. LIGHTWEIGHT CONCRETE, EXPANDED SHALE, OR SLATE AGGREGATED BY ROTARY KILN METHOD, OR EXPANDED CLAY AGGREGATE BY ROTARY KILN OR SINTERED GRATE METHOD, 3000 PSI COMPRESSIVE STRENGTH, VIBRATED, 4 TO Z PRECENT ENTRAINED AIR. (2 HOUR RAZING -NORMAL WEIGHT CONC., 147-153 PCF, MIN 41/2" MR.) 3. WELDED WIRE FABRIC -6X6, 10X10 SWG. 4. STEEL FLOOR OR FORMS UNITS- COMPOSITE 1 1/2,1 5/8", 2, OR 3" DEEP GALV, UNITS OR 41/2" DEEP NONCOMPOSTE GALV. UNITS. FLUTED UNITS MAY BE UNCOATED OR OR PIIOSPATRE'D/PAINK0. LAID. G'UAGM ARC 22 MSG FOR fLUTED AND 20/20 MSG FOR CELLULAR UNITS. THE FOLLOWING COMBINATIONS MAY BE USED', H ALL 18, 24, 2628, 361N, WIDE CELLULAR 2) ALL FLUTED 3) ON OR TWO 3"DEEP, 12" WIDE 18/18 MSG MIN. CELLULAR UNITS, ALTERNATING WITH 3' DEEP FLUTED OR OTHER CELLULAR 4) ANY BLEND OF FLITTED AND 18, 24,26,28,36 IN, WIDE CELLULAR 5) 3" DEEP, 30' WIDE CELLULAR NTH 1 1 IT WIDE VALLEY ALONG S1DE JOINTS MAY BE USED WFIEN 3/9' DIAMETER REINFORCING BARS ARE PLACED 1 1/7' TO EACH SIDE OF SIDE JOINTS AND I"ABOVE BOTTOM UNIT. 6) CORRUGATED 1 5/16' DEEP, 30" WIDE, 24 MSG IN. GALE. UNITS THAT SHEAR WIRES FACTORY SELDED TO DECK CORRUGATIONS, WELDED TO SUPPORTS 12' OGO THROUGH WELDING WASHERS. FOR SHEAR WIRE SPACING OF 8" OR LESS THE STEEL DECK STRESS SHALL NOT EXCEED 20 KSI. FOR SHEAR WIRE SPACING GREATER THAT 8" O.C. BUT LESS THAN OR EQUAL TO T' O.C. STEEL DECK STRESS SHALL NOT EXCEED 12 KSI, VERCO DECKING INC. - A NUCRO CO,-FORMLOKIM/ DECK TYPES FIT, B. BRPLNY N3, PLN, N, PLW2, W2, PLW3,W3. UNITS MAY BE GALVANIZED,PHOS./PTD. OR MILL FINISH. LINTS MAY BE CELLULAR WITH SHE SUFFIX "CD" ADDED TO THE PRODUCT NAME, RESPECTIVELY. ALL NONCELLULAR DECK MAY BE VENTED OR NON - VENTED. I2' WIDE PLW2, W2, PLW3, OR W3 UNITS MAY BE BLENDED NTH 24" WIDE PLW2, W2, PI W3, OR W3 UNITS RESPECTIVELY; OR TYPES N U PLN3. 5. MINERAL AND FIBER BOARDS - BOARDS CUT IN VARIOUS WIDTHS TO BE COW LAML E WITH RIE SIZE OF BEAM BEING PROTECTED. BOARDS PLACED PARALLEL WITH THE FLANGE OF THE BEAMS BUNG PROTECTED. BOARDS PLACED PARALLEL WITH THE FLANGE OF THE BEANS ARE CUT THE WIDTH OF SHE FLANGE. BOARDS PLACED PARALLEL WITH ME WEB OF THE BEAMS ARE CUT THE WIDTH OF THE BEAMS WEB SIDE) PLUS TWICE THE BOARD THICKNESS. THE BOARD SHALL BE SECURED TO THE STEEL. DECK DECK USING KIT POWDER ACTUATED PINS PROVIDED WITH P' SQUARE OR ROUND CLINCH SHIELDS OR 10 GUAGE CAPACITOR DISCHARGE WELD PINS WITH V LONG GAUGE SQUARE OR ROUND SELHLOCKING WASHERS. PINS SHALL BE SPACED NOMINALLY 24" O.C. PARALLEL TO THE FLUTE AND SPACED NOMINALLY 12" O.C. PERPENDICULAR TO THE FLUTE. PINS SHALL ALSO BE NOMINALLY T FROM THE BUTT JOINTS AND NOMINALLY 2' FROM THE LAP JOINTS. THE VOIDS CREATED BY FILE FLUTES ABOVE THE BEAM TO BE FILLED WITH MINERAL WOOL BATTS HAVING A NOM. DENSITY OF 4 LB/CLLR. D HOUR RATING - NOMINAL MINERALBFIBER BOARD THICKNESS = 3/4' ) 6.NOGGINGS-MIN.1I/2"THICK, PIECES OF MINERAL AND FIBERBOARD (SEE NOTE 51. CUTTOFRICTIONFITBE EENBFAMFIANGES. >. EMITTERS -THE BOARDS ARE FASTED TO IHE NOGGINGS AND TO EACH OMER BY MEANS OF SPIRAL TYPE SCREWS, SPACED A MAX OF 6" O.C. THE FASTENERS ARE INSTALLED ON BOTH SIDES OF HORIZONTAL JOINTS. 8. SHEAR -CONNECTOR STUDS - OPTIONAL -STUDS 3/4" LIAM. BY 3" LONG, FOR 1 1/2" DEEP FORM UNITS TO 51/4" LONG FOR 3" DEEP FORM UNITS, HEADED TYPE 10 EQUIVALENT PER AISC SPECIFICATIONS. WELDED TO THE TOP FLANGE OF THE BEAM, THROUGH THE STEEL FORM UNITS. 9. ELECTRICAL INSERTS [NOT SHOWNI CLASSIFIED AS "OUTLET SOFRO AND F17INGS CLASSIFIED FOR TIRE RESISTANCE' FIRE DETAILS - Breakers [ ® 5 /A 3100 Breakers Drive, Newport Beach CA r •/`� GARAGE CEILING -FLOOR 2 HR RATED cTn u�o iCf1AA acc K1n7C ' 1U1112016 Page Bottom BXUVD303 - Fire -resistance Ratings - ANSI UL 263 Design No. D303 SXUV.D3®3 Fire -resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer be consulted in all rases asto the particular requirements covering the Installation and use of UL. with cansidered' Certified, SXUV - Fire Resistance l atings: ANSI/UL 263 S'Xl' V7 - Fire Resestance Ratings - 6AJM/ULC-S:S ®.3 Certified for Canaria See £several Information for F K2-ne4stance Ratings-- ANSWUL 263. See General, Infamnation fbr Fire Resistance Raf nas - LAN/.UbL,5101 Certified for Canada. Designs No.:0303 :Nquember 24, X02!5 Restrained Assembly Ratings • 1, 1-112 dr 2Hr (Sea Items;, S, 9, 10, 11 14): Unrestrained !Assembly Ratings- 1, 1-1 j2 qr 2 Hr (Sae,Ytems 4 and sJ Uprestreined'Beam Ratings -1, 1-1/2 or XHr (See.Ttems 4,10 and 14):. *>:anyiitates such: products shell bear t1Yo UC Or CUL.Certificatien Markforjurisdictions emplayingthe UL ori cUL'CertiRcation (such as Canada), respectively.. hUplldataWseul.com/ogl-biNXYVttemplaWILlSEXr/1FRAMFJshowpage..htmI2name=.BXUV.D303&ccnshattfle Fireresistance+Ratings+-+ANSI/UL+263&0... 116. 11!11/2016 BXUV.D303- Fire resistance Ratings-ANSI/UL 263 ,1, support;;=+ Yd$A2%mm_sl2e steel beams, :Restrained Assembly :Rating. He Concrete (Type). Concrete Unit Weight. pcif Concrete- Thhns. n.. Normal. Weight 147-153 3-.I/2 1-1j2; Normal Weight 147-153. '4 2' _ Mid Weight 147-153 .. 4-11,2 . 3; Nam, a)Weight 147-153 X314 or,T Lightweight 1p7-113: 2 1/2. ,See. Item 9)' 1: Lightweight 10➢ -120:: 25/8' t-172: Lightweight 1117-113 3 2 Lightweight 107-i#3 3-1/4 2 Lightweight 107-116 3-114"' 2 Lightweight. 114-120 3-112 3'. Lightweight 107-113 4-3/16, 8 Lightweight 114-128 4-7116. *For use with 2 or 3 in. steel floor and form units only. 3. Welded Wire Fabric.— 6 x 6, 10 x 10 SING.. 4, Steel FloororFarm Units* — Composite 1-1/2, 1-5/8, 2 o 3 in. deep gain units or 4-1J2 in. deep nancomposite gaiv units. Fluted units may be uncoated or phosphatized/painted. Min gauges are 22 MSG for fluted and 20/20 MSG for cellular units. The following combinations of units .may be used.: http:!/datsbase.W.com/egi-binlXYV/tomplate/U,9EXT/lFRAMfthmpagehtml?name=BXUVD303&ocnsho Nfe=Fire-resistance*Ratings+-+ANSI/UL+263&o.... 2J6 FIRE DETAILS - Breakers q , 3100 Breakers Drive, Newport Beach CA D. GARAGE CEILING -FLOOR 2 HR RATED 111112016 BXUVD303- Fire muisiarce Ralings - ANSIIUL 263 1 1111112016 (1) all 18, 24, 26, 2B or 361n. wide cellular. (2) all fluted. (3) one or two 3 in.. deep, 12 in. wide, 18/18 MSG min cellular units', alternating with 3 in.. deep fluted or other cellular. (4) any blend of fluted and 18, 24, 26, 28 or 36 In. wide cellular. (5) 3 In. deep, 30 In, wide cellular with 8-1/8 In. wide valley along. side joints may be. used when 3/8 in. diam reinforcingbars are pieced 1-1/2 In. to each side of sidejoints and 1 In. above bottom of unit. (6) Corrugated;1.5/16 in. deep, 30 In. wide, 24 MSG min gals units that shear wires factory welded to deck corrugations:. Welded to supports 121n. OC. through welding washers. For shear wire, spacing of If in. or less the steel deck stress shall not exceed 20 KSI. For shear wire spacing greater than 8 in. OC .but less than. or equal to 2 in. DC. steel deck stress shall not exceed 12:KSI_ CAH'AMSTEEL.CORP-36 In. wide Type P.•3623, P-3606, 83615 and 24 Triwide Type("=2482. composite, CAINAMSTEEL CORP- 24 In. wide,' Types 1-1/2, 2or,4 in,LOK-Floorand:LOK-Floor Cell; 36 hr.:wide, Types 2 o 3 in. LOK-Floor antl LOK-Floor Cell; 24',m. wide„Type N-LUKand N-LOk Ceti; _24,30 or 36..1n. wide, Type 1-1/2 in. B-:LOK and B^LOKCell. or EPIC METALS CORP, -24In- w-idTypesBC150, ErP750i EC300, ECP309,. EC366, ECP36O,. EC150, EC300 invented, Epicdre A; 30 in. wide; Types EC01S0, ECBR150;. 36 In. wide, Type, EC2G6. HAMBRO sirRUCTORAL SYSTEMS, DIV OF CANAM STEELCORP - 36 in. wide; 1-1/2 in..,:, Type P3615H8: The max supedrinposeclJoadfcigs for Type P3615H8 units shall not exceed:259 PSF. For single.gpans, It use ref the units shall be limlted to 511t;, 61n., 6A 0 rbl, and 6 ft 6 In, max spans for fife 2Z,- 20 and 18 gauge units, respectively. For multiple spans,. 18 gauge units may be used Dna max,7 ft S In. spans wdtha max total superimposed loading,of 24,9 PSFI KAM INDUSTRIES LTD, DBA CORDECK - 24 in, wide, Types 2 or 3. in. W DR:. ROOF DECKINC - 36 in. Wide, Types LUK;1-1/2, LOK 1-1/2 R; 24 in, wide, Types LOK-2, 1.0K-3.. VERCO DECKING INC- A NUCOR CO - 24, 30 or 36 in.. Wide Types PUB, B, BR; 24 or 36 in. wide Types PLW2,W2, PLW3, W3;.24 in. Wide Types PLN, N. 12 in. Wide PLW2, W2, PLW3 or W3 units may be blended with 24 in. -wide PLW2, W2,. PLW3 or W3 units,, respectively; or Types N3, PLN3.. Units may be phos/ptd. httplldatabase.ul.mmfcgi-binlXWltempiatewLiSE)CrilFRAME)shmpage.html?name=BXUVD3D3&ccnshortthis Fire-rmislarrcoFRaUngs'-ANSWL+263&x... 316 BXUVD303- Fire­rasistance ReUngs- ANSIIUL 263 VULCRAFT., DIV OF NUCOR CORP - 24, 30 or 36 In. wide, Type 1.5VL, 1.5VLI, 1.5PLVLI, 1.5VLP, 1.5PLVLP; 24 or 36 in. wide, Types2VLI, 2.0.PLVLI, 3VLI, 3.OPLVLI, 2VLP, 2.OPLVLP, 3VLP, 3.OPVLP. Spacing: of welds attaching tincts to supports shall be 12 in. OC: for 12, 24 and 36 In. wide units, four welds per sheet for 301n. wide units; 6 in. OC for 18 to. wide and Sec. 12 units. Unless noted otherwise, adjacent units button -punched or welded together 36 In. OC along side joints'. 5. Mineral and Fiber Boards - Boards scut in various widths to be compatible with the size of beam being protected. Boards placed parallel withthe flange of the beams: being :protected. Boards platedparallel with the flange of the beams are cut the width of the flange. Boards placed parallel with the web of the beams are cut the width of the beams. (web side) plus twice the: board thickness. The hoard shall be secured to the steel deck uslog XZF powder actuated pins provided with 1 In. square or round clinch shields or 10 gauge capacitor dischargeweld pins with 1 in. long gauge square n� m nri .elf-laeldoa wacherc_ Pins shall he snarrd namInal)v 24 inches OC parallel to the flute and spaced nominally 12 nam filled with mineral wool I Restrained 4s� h;+,Rakirg Unrestrained '' ,P�semhly @avinS. Unrestrained Beam PERU" Nominal Mineral & Fiber finnedThkns.: in In Hr' Hr '�, Hr Beam Deck 314 3/4 1-1/2 3/4 314 '2 1 1 3%41 3/4 ,3 2 2.. 1-51,11 1-SY8... AL,BIMFG„D,IV 91, ST, NCHEM INC - Type Cri-Clad. 6. Noggings'-. Min,1-1�/2 im. thldi; piecesnf mineral: and fiberboardSee item 5)„ Out to fdctlon €it. between beam flange's,. 7. Fasteners -The boards are fastened to the noggings and to each other by means of spiral type screws, spaced a max of fi lm, OC, fife fasteners areinstalieId un both shies of horizontal joints. f3; tShear -Connector Studs - Optional -Studs 3/4 in. dlam by 3 Ird long, for 1-1/2'. in. deep form. imitate 5-1/4 in1', long fpr 3 In6 deep form units, headed type,or equivalent per AISC specifications. Welded to the top flange of the beaiu $trough the steel form units;. 9. Electrical Inserts - (Not Shown) Classified as 'Outlet Boxes and. Fittings Classified for Fire' Resistance" H H ROBERT861%-,Preset 4nsertsl steel floor units. Installed over factory -punched holes H H ROBERTSON Tapmate ]I-F.S-1, II: -FS -2; Series KEB. `WIREMOLO CO -After set Inserts'. Single service after set Inserts installed per accompanying installation Instructions in 2-1/2 In, dlam hole care -drilled. through ram 3-1/4 1n. thick concretetopping to top of cells of any min3In. deep cellular steel floorunit specified under Item 3. Spacing shall be nomore than one insert in each 10 sq ft of floor area in each span with a min center to center spacing of 16th If the high potential and low potential . raceways of the cellular steel :floor unit are separated by a valley filled with concrete, the center to center spacing of the high potential and low potential single -service after set Inserts may he reduced to -a min of 7-1/2 in, Restrained Assembly Rating is 2 Fir or less with internally protected Type 436 after set insert with. Type M4-, M6- or M8- Series single service. activation fitting. WIREMOLD CO - Internally protected Type. 436 after set insert. with Type W-,_ M6- or M8- Series single -service activation fitting. htipl/datsbase,ul.com/sgi-binfXW/templatefUSEXT/1FRAMElshmpage.html?name=BXUVD303&ccnshor881e=Fire resistance+Ratings+-+ANSIIUL+263&0... 416 a:11 , FIRE DETAILS -Breakers i 3100 Breakers Drive, Newport Beach CAF ®• 5 • C GARAGE CEILING -FLOOR 2 HR RATED 1111112016 BXUVD303 - Fire-reststance Rafings- ANSIMI- 263 10. Mineral and Fiber Boards* —(Optional, not. shown, For use with the. 3-1/4 in. lightweight concrete topping only) —Appliedover concrete floor with no restriction on thickness. When the insulation is used, the Restrained Assembly Rating is reduced to 1-1/2 hr. See Mineral and Fiber Board (CERZ) category for names of manufacturers. 11,. Roof Covering Materials*— (Optional, not shown) Consisting of materials compatible with Insulation described. herein which provide Class A, B. or C coverings. See Built -Up Roof Covering Materials in Building Materials Directory. 12. Insulating Concrete— (not shown) Optional Various types of insulating concrete prepared and. applied In the thickness indicated: A. Vermiculite Concrete— (not shown) Optional.. 1. Blend 6 to 8 C ft of Vermiculite Aggregate* to 94 Ib Portland Cement and air entraining agent. Min thickness of 2. in. as measured to the top surface of the structural concrete or foamed plastic (item 10) when it is used. EIASTIZELL CORP OF AMERICA GCP APPLIED- TECHNOLOGIES INC 2: Blend 3.5 cu eft or Type. NVS Vermtculite Aggegate* to 94 Ib Portland. Cement Slurry•eoat 1/8 in. t1iickness beneath foamed plastic (Item 10) when used, 1 in. min topping thickness, OCPAPP.LSED.'T.ECNNOLOGIES.INC. VernNCdlltexopcnate may be LSrvered with Roof Covering Materials (Item Ba. B. Cellular "Obncrete—Roof Topping Mixture* — Concentrate mixed with water and Portland cement per mnndfacturers specifications. Cast dry density and 28 -day min.. compressive strength. ,of -£°dpsl as deba"Iney with ASTM C495-66. CELCDRE'INC,— Cast drydensity 6r,31 (+ or 3.0 pcfr AERD(INDUSYRIESe— Cast dry d'easity of §7 (+ or -) 3,.0 pat. . ELASTIZELL CORP OF AMERICA — Type Il: Mix #1 of cast dry density 3(J (+ or—) 3, b pcfl, MIA, FZ of cast dry, Density 40 (+ or -) 3.0 pcf,'i Mix #3 of cast dry density 43 (+ or -) 3,,@ pdf.. See PedtBe4CygGe9ptA@ (-PHO IN, The Resistance Dlreotory. fornameS of manufacturers-; D. Cellular Concrete—Roof Topping Mixture*— Foam Concentrate mixed with water; AERI#-INDUSTRIES MIX No. 1 13: Foamed Plastic* — For use only with cellular concrete. Nom 24 by 48 by max 8 in.: thick polystyrene foamed pllastic, Insulation boards haytng a density of LO + 0.1 pcf encapsulated within cellular concrete topping ((Item 98). Each insulation board shall contain six. nom 3 in. diam holes oriented in two rows of three pales each with the holes spaced 121n- OC, transversely and 16 tn. OC longitudinally:. See Foamed Plastic* (BRYX) category In Building Materials Directory or Foamed Plastic* (CCVW), category in. Fire. Resistance Directory for list of manufacturers. 14. Foamed Plastic* -'(Optional, not shown) For use with 3-1/4 in, lightweight concrete' topping only — Polyisocyanurste -naof Insulation„ applied over concrete Floor with no restriction on thickness. When the Insulation is used the Restrained Assembly Rating Is reduced to 1*1/2 hr. See Foamed Plastic: (CCVW): category for list of manufacturers. * Indicates such products shall bearthe UL or cULCertiiation Mark for Jurisdictions employing the UL or cUL Certification (such as Canada);. respectively. Last Updated an 2015-11-24 Ouestions3 Prot this pane Terns of Use Page Top hltp:fldatabase.ul.comlcgl-birvX`NltemplatelLI5EX1'/iFRAMEfghowpage.Mml2namc BXUVD363&mnshontille=Firermistance+Ratings+-+ANSI/UL+263&o... 516 1111112016 BXUVD303 - Fire -resistance Ratings - ANSIIUL 263 © 2016 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service, Only those products bearing the UL Mark should be considered to be Certified and covered under UL's. Follow-up Service. Always look for the Mark on the product. UL permitsthe reproduction of thematerial contained in the Online Certification Directory subject to the following conditions:. 1. The Guide Information', Assemblies,. Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and In a non - misleading manner, withaut any manipulation of the data (or drawings). 2. The statement' Reprinted from the Online Certifications Directory with permission from UC most appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following' format: 'Q 2016 UL. LLC"''.. hltp:lldatebase.U.comlcgi-biriNWitemoatelLISFXT11FRAMElshaupage.htmi?name=BXUVD303&ccnshortlide Fire-resistance+Ragngs+-+ANSIIUL+263&o_. 616 FIRE DETAILS -Breakers [ :,oma 3100 Breakers Drive, Newport Beach CA r ama,hanopenmp. Mydraulk Calcul0tlona: Weber CUMin lnamBatlpn �•-u.....x..........., the Wnmr Curteirm: SpdnMers in wamrwdaMeshal61 PhoMelfinan r. .3gfi gk�Man l5 BPnd! deft Ideal glre draft amp shall he looted a..m betuitedln eainfloa Mklus oMle Bme eM1aNnimed number In NFPAlB. ThelereudeM•wMnaapdr:Mlntle it tl Nnampoh The Nmnetlkrey adjacenlmtMdpenM9aralbed m,,,, 23A4.1lI Navin m Me lerglM1 parallel b Me banmM lMea h Me area dmermined M &ecllm 23A.4.1,1 m Me length to the I. kastdBnNen 08)mebea deep lm®awed from NFPA-13.tlinB the xvildend deMnmC, mel ofa hwtible amrmth of pmlmM1omnbuhLle maMdh that.111 Ha aMh,, wnbempedadm opemMapdman.alone Me water wdan and.IMh the dealpneree amy M Plere hole. and Man, mention Wamr CUdaMP tem an openlnB da diose. irvally okummtl eyamm, the vwMr supply m Me who ahold shalt be added to Me wher examom. clan a hot an acmplahk maleralMr (Phn Wewl dement d Me hyd.k cabeaSd-Im, orall be balmxed title aakufhot area demand.Hydrant. d Dann hop NeaMn, mamdpk, mttl deaft.wh :'ami" demb, da,aWl Am,Imm"adah8n area hennaed to Ymiudereflrpspdnklme edjawrdtomewhe/ _ and 3Wcldm ehal ha delalled atluhmenlm Ma 1 wdaln Sectlon 11.33.3 NFPA l 3. Me omhruaO plan In omJ..M. wdh Me w ba ldnB Permit abandon, wheremithin bbm area, M1aYhdutMep na damatinmerwkeing manleretl pdimb mom eamento holed M h r Parahon area being Mobgetl I e. tts Podlon Imwlded by Rm eros 6.apNm. A rbaR atop Mande peeMradti de 1e bwMsM dapM eePmaHm mamuPm Y pamll walla (messam mm dre ymm"a's doomed may alma wmawels.raWbrwprMu:b He M3laYatlardl8'dreH s .awe=em�:.: mom m.ma�aMwvw.r'1a" _ K Flan sin nmer lnataBabon Man SpdnkkrgYPe- SPdndhom eetllwwamrwdalnallellbe dNruM, mmpmature bonder! or qukk-nop an. amrnertM4rype aprin%em decade M that her3N spade am domed m LAPPA 13L tdnmmakl quick rgapo na, tape Whinklms.hak bo maid Alm, M moldenlal a-homrim, ammm adcuick-eapmsaorreaidenbd- We Trianon, alba used. FIRSTFLOOR Sprinkl.ver er Spann Shoreline all be "and he more Man 8- .�y�I.�..�' ",111111► fah aped akm8lire apenMB and B" to i2" Inchon from Me tlmH IIII a babodat Themer 'III eaEw. 'f M mning and et beadshall he B npeanH and Me nearest Ileatl 3M1al ba e 6A.3.ger maximum d 3' feet w per Seddon 8.t5A.3.1 NFPA 13. Vhrere YNamr Mml - � IErevalbnVlew) on—Mm I - - ��� I■C■■��� I"�"�" N � � � �� I■h"II■�It��■��^�����xa..R. _ .���... _ . � _ � �I. � f� . epyvw4'e0°Si!aSe'iviviS90svi°Suvv':... .. .re i boa •. .. 'I I. i `HI��,V�•�Il�e I® I; s : ®� I � �4T �� I' ��: 6 � _ nv :.•Illi:➢ t ew d I � r © � - ✓= - = i6°itSSA�'e4'evi'iei°e°esOviLSes..,: I: _!7.i b�� ryI I - :, ... I`__—. ■ d� ■ Q �Iii'!'u'i'ee•QSe'i'4'eie'A' � �.w""��� :.: .. .,11� =■■'®� 'm .. :.. –.,, rrt�•:. (I�� it �1���...�.� � —ate n����11I/ZII•JI/)•1I17rdvmsi ��g��4 __ �vvscvs-e�:._•r'.����clrzr�e m.z .w ° • k.�p��rr'ererYaY�rwewr:rlw��+���rrjl�`'N� ��lir ar r..i pie■■ iR■■■ ■■Ile i■■■I� :[ � till ama,hanopenmp. Mydraulk Calcul0tlona: Weber CUMin lnamBatlpn �•-u.....x..........., the Wnmr Curteirm: SpdnMers in wamrwdaMeshal61 PhoMelfinan r. .3gfi gk�Man l5 BPnd! deft Ideal glre draft amp shall he looted a..m betuitedln eainfloa Mklus oMle Bme eM1aNnimed number In NFPAlB. ThelereudeM•wMnaapdr:Mlntle it tl Nnampoh The Nmnetlkrey adjacenlmtMdpenM9aralbed m,,,, 23A4.1lI Navin m Me lerglM1 parallel b Me banmM lMea h Me area dmermined M &ecllm 23A.4.1,1 m Me length to the I. kastdBnNen 08)mebea deep lm®awed from NFPA-13.tlinB the xvildend deMnmC, mel ofa hwtible amrmth of pmlmM1omnbuhLle maMdh that.111 Ha aMh,, wnbempedadm opemMapdman.alone Me water wdan and.IMh the dealpneree amy M Plere hole. and Man, mention Wamr CUdaMP tem an openlnB da diose. irvally okummtl eyamm, the vwMr supply m Me who ahold shalt be added to Me wher examom. clan a hot an acmplahk maleralMr (Phn Wewl dement d Me hyd.k cabeaSd-Im, orall be balmxed title aakufhot area demand.Hydrant. d Dann hop NeaMn, mamdpk, mttl deaft.wh :'ami" demb, da,aWl Am,Imm"adah8n area hennaed to Ymiudereflrpspdnklme edjawrdtomewhe/ _ and 3Wcldm ehal ha delalled atluhmenlm Ma 1 wdaln Sectlon 11.33.3 NFPA l 3. Me omhruaO plan In omJ..M. wdh Me w ba ldnB Permit abandon, wheremithin bbm area, M1aYhdutMep na damatinmerwkeing manleretl pdimb mom eamento holed M h r Parahon area being Mobgetl I e. tts Podlon Imwlded by Rm eros 6.apNm. A rbaR atop Mande peeMradti de 1e bwMsM dapM eePmaHm mamuPm Y pamll walla (messam mm dre ymm"a's doomed may alma wmawels.raWbrwprMu:b He M3laYatlardl8'dreH s .awe=em�:.: mom m.ma�aMwvw.r'1a" _ K Flan sin nmer lnataBabon Man SpdnkkrgYPe- SPdndhom eetllwwamrwdalnallellbe dNruM, mmpmature bonder! or qukk-nop an. amrnertM4rype aprin%em decade M that her3N spade am domed m LAPPA 13L tdnmmakl quick rgapo na, tape Whinklms.hak bo maid Alm, M moldenlal a-homrim, ammm adcuick-eapmsaorreaidenbd- We Trianon, alba used. FIRSTFLOOR Sprinkl.ver er Spann Shoreline all be "and he more Man 8- fah aped akm8lire apenMB and B" to i2" Inchon from Me tlmH IIII a babodat Themer 'III eaEw. 'f M mning and et beadshall he B npeanH and Me nearest Ileatl 3M1al ba e 6A.3.ger maximum d 3' feet w per Seddon 8.t5A.3.1 NFPA 13. Vhrere YNamr Mml - IErevalbnVlew) on—Mm I - - DESIGNER MONiYCII SCALE AS NOTED CHEERED BY FILE UMBER APPROVAL DA 7/29/2021 SH N MBER! 1 IN WATER CURTAIN- Breakers FD. 6 Breakers Drive, Newport Beach CA